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HomeMy WebLinkAboutzR-4137Set6 1 1 W 1� BOEING COMMERCIAL AIRPLANES APRON A -SITE STORMWATER IMPROVEMENTS PROJECT LOCATION LAKE WAS H I N GTO N PLAN E W SCALE 1" = 600' Li 10-33710-469�] HO-20 N. 6TH STREET Z Z 10-16 Z i, Z Z Z W w w w CD wCD z N KY g J 3 J a QQ gw J m 3 N. 5THLREETJ N�4TH REET (� ( 17__�I r - PROJECT LOCATION AIRFIELD NORTH w N 00 N HORIZONTAL & VERTICAL DATUM HORIZONTAL DATUM: NAD 83/91 VERTICAL DATUM: NGVD 29 TO CONVERT TO NAVD 88, ADD 3.556' GALVANIZATION NOTE 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. VICINITY MAP TO EVERETT MUKILTEO EVERETT ® 26 0 LYNN OD DMOND 0 BOTHELL 2 99 KIR LAND RE MOND 5 Z 0 0 z ocZ 20 901 S ATTLE 3 BE LEVUE 90 Lu 0 BCE g 90 =� B E ON 5 ISSAQUAH S. PAR ❑ DUWAM SH ❑ CNT RENTON 509 RENTON 0 99 DES OIN 16 K SCALE: NONE KENT PROJECT N SITE 5 181 AUBURN TO TA MA AUBURN SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 Q� BOE/NG° LEGAL DESCRIPTION RENTON MUNICIPAL AIRPORT THE BOEING COMPANY LEASE APRON "A" BEGINNING AT A POINT LOCATED ON THE RENTON AIRFIELD RUNWAY CENTERLINE REFERED TO AS STATION 0+00: THENCE CONTINUING ALONG THE RUNWAY CENTERLINE N 4049'43" W A DISTANCE OF 152.35 FEET; THENCE N85010'17" E A DISTANCE OF 350 FEET; THENCE N85012'15" E A DISTANCE OF 81'; THENCE N 4049'43" W ADISTANCE OF 28FEET TO THE TRUE POINT OF BEGINNING; THENCE N 4049'43" W A DISTANCE OF 1,650.27 FEET; THENCE S 85010'17" W A DISTANCE OF 106.00 FEET; THENCE N 4049'43" W A DISTANCE OF 484.96 FEET; THENCE N 85012'04" E A DISTANCE OF 191.93 FEET; THENCE S 13043'27" E A DISTANCE OF 366.39 FEET; THENCE S 20033'42" E A DISTANCE OF 38.16 FEET; THENCE S 35004'46" E A DISTANCE OF 104.61 FEET; THENCE S 21021'04" E A DISTANCE OF 40.71 FEET; THENCE S 13005'42" E A DISTANCE OF 117.52 FEET; THENCE S 8023'00" E A DISTANCE OF 130.97 FEET; THENCE S 12007'24" E A DISTANCE OF 119.46 FEET; THENCE S 16057'28" E A DISTANCE OF 125.85 FEET; THENCE S 15059'27" E A DISTANCE OF 79.76 FEET; THENCE S 17011'14" E A DISTANCE OF 76.87 FEET; THENCE S 25023'28" A DISTANCE OF 38.90 FEET; THENCE S 35055'55" E A DISTANCE OF 78.04 FEET; THENCE S 26025'59" E A DISTANCE OF 39.62 FEET; THENCE S A DISTACE OF 23005'58" E A DISTANCE OF 100.11 FEET; THENCE S 19002'21 " E A DISTANCE OF 44.81 FEET; THENCE S A DISTANCE OF 76.85 FEET; THENCE S 28011'16" E A DISTANCE OF 46.24 FEET; THENCE S 0054'54" E A DISTANCE OF 25.84 FEET; THENCE S 28026'41 " W A DISTANCE OF 27.26 FEET; THENCE S 44011'52" W A DISTANCE OF 83.85 FEET; THENCE S 49001'39" W A DISTANCE OF 69.63 FEET; THENCE N 79022'44" W A DISTANCE OF 63.81 FEET; THENCE S 86045'43" W A DISTANCE OF 32 FEET; THENCE S 83003'24" W A DISTANCE OF 155.74 FEET; THENCE S 85018'30" W A DISTANCE OF 32.78 FEET; THENCE N 4041'30" W A DISTANCE OF 79.71 FEET; THENCE S 85012' 15" W A DISTANCE OF 72.92 FEET; THENCE N 87005'36" W A DISTANCE OF 37.68 FEET; THENCE N 4049'43" W A DISTANCE OF 22.95 FEET; THENCE S 85012' 15" W A DISTANCE OF 19.00 FEET; THENCE S 4049'43" E A DISTANCE OF 28.00 FEET TO THE TRUE POINT OF BEGINNING. PROJECT SUMMARY DESCRIPTION OF WORK: SITE STORMWATER IMPROVEMENTS SITE/CIVIL WORK: SEE CIVIL DRAWINGS BUILDING WORK: N/A PROJECT COST: TBD CONTRACTOR: TBD SITE ADDRESS: 301 PERIMETER ROAD WEST, RENTON, WA. 98055 OWNER: BOEING COMMERCIAL AIRPLANES P.O. BOX 3707, M/S: 1 W-10 SEATTLE, WA. 98124-2207 OWNER CONTACT: KING COUNTY PARCEL NO RENTON ZONING CODE: SEISMIC DESIGN CATEGORY: STRUCTURAL DESIGN CRITERIA: IBC DESIGNATION OF OCCUPANCY NAL WWII MS TO 66-102, (425) 229-4279 SEE LEGAL DESCRIPTION MEDIUM INDUSTRIAL (IM) lmalII,F•'I0121 CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AND WITH THE LATEST EDITION OF THE APPLICABLE SPECIFICATIONS AND THE REQUIREMENTS NOTED AS FOLLOWS. UNOCCUPIED ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED PROJECT TEAM CONTRACTOR: BOEING PERMITTING: CONSTRUCTION MANAGER: CIVIL/STRUCTURAL: ELECTRICAL: TO BE DETERMINED BOEING COMMERCIAL AIRPLANES P.O. BOX 3707, M/S: 1 W-10 SEATTLE, WA. 98124-2207 MS TO 66-102, (425) 229-4279 RUSS BATES, (206) 218-9475 DOWL 8410 154TH AVENUE NE, SUITE 120 REDMOND, WA 98052 (425) 869-2670 CASNE ENGINEERING, INC 10604 NE 38TH PL KIRKLAND, WA 98033 (425) 552-1000 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 05/05/2021 R-413701 Alt SUBTITLE 09.29.20 COVER SHEET 09.29.20 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09.29.20 SITE 05-YD CIVIL MASTER PERMIT SUBMITTAL DESIGN BY DOWL DATE 09.29.20 BOWL CURRENT REVISION SYMBOL DATE W3441886 - 09.29.20 SHEET SEQUENCE NO. GO GO RENTON, Wq I °wc No. 05-APRON-A-GO N rn N O W SYMBOL LEGEND ABBREVIATIONS —x x x PEDESTRIAN FENCE TYPE 1 ASPHALT PAVEMENT & AND HDNR HARDENER T&B TOP AND BOTTOM @ AT HDWD HARDWOOD T&G TONGUE AND GROOVE AB ANCHOR BOLT HDWR HARDWARE T TEMPERED AIRCRAFT CLEARANCE LINES ° a TYPE 1 CEMENT CONCRETE PAVEMENT ACP ACOUSTICAL CEILING PANEL HG HIGH GRADE TEMP TEMPORARY ADA AMERICANS WITH DISSABILITIES ACT HM HOLLOW METAL THK THICK(NESS) DURASLOT TRENCH DRAIN ADJ ADJACENT HOR HORIZONTAL TI TENANT IMPROVEMENT CONCRETE PANEL AFF ABOVE FINISHED FLOOR HS HIGH STRENGTH TOC TOP OF CONCRETE sTs STORM SEWER AFG ABOVE FINISHED GRADE HT HEIGHT TOC TOP OF CURB AGG AGGREGATE HTSAM HIGH TEMP SELF ADHERED MEMBRANE TOL TOLERANCE EXISTING BLAST FENCE AL ALUMINUM ID INSIDE DIAMETER TOS TOP OF STEEL ■ TYPE 1 CATCH BASIN, SOLID LID ALT ALTERNATE ID INSIDE DIMENSION TS STRUCTURAL TUBE ANCH ANCHOR, ANCHORAGE IF INSIDE FACE TYP TYPICAL ❑B TYPE 1 /1 L CATCH BASIN, GRATE APA AMERICAN PLYWOOD ASSOC. IFC ISSUE FOR CONSTRUCTION UBC UNIFORM BUILDING CODE APPD APPROVED IN INCH UL UNDERWRITERS' LABORATORIES TYPE 2 CATCH BASIN, SOLID LID APPROX APPROXIMATE INCL INCLUDED(D) (ING) UNO UNLESS NOTED OTHERWISE ASTM AMERICAN SOCIETY OF TESTING MATERIALS JT JOINT UPR UPPER BTWN BETWEEN K KIP(S) VB VAPOR BARRIER TYPE 2 CATCH BASIN, GRATE BLDG BUILDING KO KNOCK OUT VERT W VERTICAL WEST (COORDINATE) BLKG BLOCKING L LENGTH W WIDE FLANGE TO FA (E) TAXIWAY OBJECT FREE AREA EXISTING (EXISTING) BOT BOTTOM LB LAG BOLT W WIDTH, WIDE C CHANNEL LEN LENGTH WH WATER HEATER TO FA (u) TAXIWAY OBJECT FREE AREA (ULTIMATE) CB CATCH BASIN LF LL LINEAL FEET LIVE LOAD WWF WELDED WIRE FABRIC CC CENTER TO CENTER LTG LIGHTING WP WATER PROOF — — — — PROPERTY LEASE LINE CEM CF CEMENT CUBIC FEET LWR LOWER W/ / W 0 WITH WITHOUT CFCI CONTRACTOR FURNISHED MATL MATERIAL WO WHERE OCCURRING — — AIRPORT PROPERTY LINE CONTRACTOR INSTALLED MAX MAXIMUM XPS EXTRUDED POLYSTYRENE CJ CONTROL JOINT MB MACHINE BOLT —A COMPRESSED AIR CL CLASS MBR MEMBER CENTER LINE MECH MECHANICAL ss SANITARY SEWER CLG CLR CEILING CLEAR(ANCE) MET MFR METAL MANUFACTURE(R) CTR CENTER MIN MINIMUM • CO CLEANOUT COL COLUMN MISC MISCELLANEOUS COMP COMPRESS(ED) (ION) (ING) E ELECTRICAL CONIC CONCRETE MMT TL METAL CONN CONNECTION MRP METAL ROOF PANEL cW DOMESTIC WATER CONST CONSTRUCTION MSP METAL SOFFIT PANEL CONT CONTINUOUS, CONTINUE MWP METAL WALL PANEL CONTR CONTRACT(OR) N NORTH (COORDINATE) FW FIRE WATER COORD COORDINATE NF NEAR FACE CM CONSTRUCTION MANAGER NIC NOT IN CONTRACT FIRE HYDRANT CTSK COUNTERSUNK NO. NUMBER CY CUBIC YARD(S) NOM NOMINAL AUTOMATED SLIDE GATE 0 DIAMETER NTS NOT TO SCALE DBL DOUBLE OA OVERALL DEMOL DEMOLISH, DEMOLITION O/C ON CENTER TURNSTILE DEP DEPRESSED OD OUTSIDE DIAMETER DIA DIAMETER OF OUTSIDE FACE ADA ACCESSIBLE GATE DIAG DIAGONAL OFCI OWNER FURNISHED CONTRACTOR INSTALLED DIM DIMENSION OFOI OWNER FURNISHED OWNER INSTALLED BOLLARD DL DEAD LOAD OPG OPENING DN DOWN OPP OPPOSITE DS DOWNSPOUT OWS OIL —WATER SEPARATOR —100' ssB— 100' SHORELINE SETBACK DWG DRAWING P PAINT E EAST (COORDINATE) PAR PARALLEL —200' ss6 — 200 SHORELINE SETBACK EA EACH PCC PRECAST CONCRETE EB EXPANSION BOLT PCF POUNDS PER CUBIC FOOT PERF PERFORATE(D) FINISH GRADE EF EACH FACE PERIM PERIMETER EJ EXPANSION JOINT PL PLATE CONTOUR LINE EL ELEVATION PLYWD PLYWOOD ELEC ELECTRICAL PNL PANEL PROPOSED EXTRUDED CURB ELEV EQ ELEVATION EQUAL PREST PRESTRESSED) EW EACH WAY PRF PREFORMED PSF POUNDS PER SQUARE FOOT 0 CONTROL POINT EWC ELECTRIC WATER COOLER PSI POUNDS PER SQUARE INCH EXP EXPOSED PT POINT EXT EXTERIOR PVC POLYVINYL CHLORIDE FAS FASTEN(ER) R RADIUS (CURVATURE) FF FACTORY FINISH R RISER FF FINISHED FLOOR RB RUBBER BASE OR RESILIENT BASE FGR FINISH GRADE REF REFERENCE, REFER TO FH FIRE HYDRANT REINF REINFORCED) (ING) FIN FINISHED) REQ REQUIRED) (ING) FND FOUNDATION REV REVISION(S), REVISED FOC FACE OF CONCRETE RH RIGHT HAND FOF FACE OF FINISH RO ROUGH OPENING FOIC FURNISHED BY OWNER/ S SOUTH (COORDINATE) INSTALLED BY CONTRACTOR SDMH STORM DRAIN MANHOLE FO FINISHED OPENING SECT SECTION FRO FOR REFERENCE ONLY SF SQUARE FEET FT FOOT SHT SHEET FTG FOOTING Sim SIMILAR IN COMPLIANCE WITH CITY OF RENTON STANDARDS FUT FUTURE SQ SQUARE GA GAGE SST STAINLESS STEEL GALV GALVANIZED ST STRUCTURAL TEE GC GENERAL CONTRACTOR STD STANDARD GI GALVANIZED IRON STL STEEL GR GRADE STR STRUCTURAL GT GROUT SUSP SUSPENDED GWB GYPSUM WALL BOARD SYM SYMMETRY,SYMMETRICAL GWP GYPSUM WALL PANEL SYS SYSTEM FPERMIT SUBMITTAL ES BY DOWL DATE 09.29.20 R-413702 litD o W SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE S w WAs�, ACCEPTABILITY DRAWN R. TEMPLADO DATE 09.29.20 SUBTITLE KEY SHEET -SITE CURRENT REVISION W3441886 SYMBOL — DATE 09.29.20 CK D ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT PH 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT va 09.27.16 � �� �F � ti G THIS DESIGN AND/OR SPECIFICATION IS APPROVED T. 09.29.20 SHEET SEQUENCE No. ENGINEER CITY OF RENTON PERMIT REVIEW COMMENTS RT ma 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT m 10.28.16 LBOE��� ® "0�0 � �ISTER� $� �s'SIONAL E T. NEU 09.29.20 TITLE CIVIL APRON A —SITE STORMWATER IMPROVEMENTS SITE 05- i D MASTER (STALLS A3—A7) RENTON, NIA G 1 G 1 APPROVED BY DEPT. DATE = APRON A Cl PROJECT SITE DCN-01 RT lfi10 06.13.16 APRON A SITE STORMWATER IMPROVEMENTS-30% RT 1fANl� 01.17.18 CHECKED D. MURATA 09.29.20 - APRON A Cl PROJECT - SITE DCN-02 RT mo 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT mum 07.14.20 APPROVED - APRON A Cl PROJECT - SITE DCN-03 RT m 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT vam 09.29.20 APPROVED DWG NO. 05—APRON—A—G1 DRAWING INDEX DRAWING NUMBER SHEET SEQUENCE NUMBER REV DRAWING TITLE 00 � I w w O O N � w w CD co O N � I w w CD m O CD � w > w O N O N O m c z o of o � GENERAL 05—APRON—A—GO GO GO A COVER SHEET • • • • • 05—APRON—A—G1 G1 G1 A KEY SHEET —SITE • • • • • 05—APRON—A—G2 G2 G2 A INDEX —SITE • • • • • CIVIL 05—APRON—A—C2 C2 Cl — CIVIL GENERAL NOTES • • • • • 05—APRON—A—C3 C3 C2 A CIVIL NOTES • • 1 • • • 05—APRON—A—C4 C4 C3 ORIG CONSTRUCTION PHASING & STAGING PLAN • • • • • 05—APRON—A—05 C5 C4 ORIG CONSTRUCTION PHASING & STAGING PLAN • • • • • 05—APRON—A—C6 C6 C5 ORIG CONSTRUCTION PHASING & STAGING PLAN • • • • • RTN—APRON—A—C81 C81 C6 B CIVIL SITE & TESC PLAN • • • • • RTN—APRON—A—C82 C82 C7 B TESC DETAILS • • 05—APRON—A—C151 C151 C8 C GRADING PLAN • • • • • 05—APRON—A—C152 C152 C9 ORIG GRADING PLAN • • • • • 05—APRON—A—C153 C153 C10 ORIG GRADING PLAN • • • • • 05—APRON—A—C221 R C221 R C PAVING REMOVAL & TESC PLAN 05—APRON—A—C222R C222R A PAVING REMOVAL & TESC PLAN 05—APRON—A—C223R C223R A PAVING REMOVAL & TESC PLAN 05—APRON—A—C221 C221 C11 A PAVING PLAN • • • • • 05—APRON—A—C222 C222 C12 ORIG PAVING PLAN • • • • • 05—APRON—A—C223 C223 C13 ORIG PAVING PLAN • • • • • 05—APRON—A—C226R C226R B PAVEMENT MARKING REMOVAL PLAN 05—APRON—A—C227R C227R ORIG PAVEMENT MARKING REMOVAL PLAN 05—APRON—A—C229R C229R ORIG PAVEMENT MARKING REMOVAL PLAN 05—APRON—A—C226 C226 C14 C PAVEMENT MARKING PLAN • • • • • 05—APRON—A—C227 C227 C15 ORIG PAVEMENT MARKING PLAN • • • • • 05—APRON—A—C229 C229 C16 ORIG PAVEMENT MARKING PLAN • • • • • 05—APRON—A—C296R C296R — STORM DRAINAGE REMOVAL PLAN 05—APRON—A—C302R C302R ORIG STORM DRAINAGE REMOVAL PLAN 05—APRON—A—C303R C303R ORIG STORM DRAINAGE REMOVAL PLAN 05—APRON—A—C296 C296 C17 A STORM DRAINAGE PLAN • • • • • 05—APRON—A—C302 C302 C18 ORIG STORM DRAINAGE PLAN • • • • • 05—APRON—A—C303 C303 C19 ORIG STORM DRAINAGE PLAN • • • • • 05—APRON—A—C304 C304 C20 ORIG STORM DRAINAGE PROFILES • • • • • 05—APRON—A—C305 C305 C21 ORIG STORM DRAINAGE PROFILES • • • • • 05—APRON—A—C306 C306 C22 ORIG STORM DRAINAGE PROFILES • • • 05—APRON—A—C450 C450 C23 — ENLARGED STORM DRAIN PLAN • • • • 05—APRON—A—C47OR C470R — FENCING PLAN REMOVAL 05—APRON—A—C471 R C471 R FENCING PLAN REMOVAL 05—APRON—A—C472R C472R FENCING PLAN REMOVAL 05—APRON—A—C470 C470 C24 — FENCING PLAN • • • • • 05—APRON—A—C471 C471 C25 ORIG FENCING PLAN • • • • • 05—APRON—A—C472 C472 C26 ORIG FENCING PLAN • • • • • 05—APRON—A—0502 C502 C27 — CIVIL DETAILS • • • • • 05—APRON—A—0503 C503 C28 — PAVEMENT MARKING DETAILS • • • • • 05—APRON—A—0504 C504 C29 — FENCING AND GATE DETAILS • • • • • 05—APRON—A—0507 C507 C30 — STORM DRAINAGE DETAILS • • • • • 05—APRON—A—0508 C508 C31 — STORM DRAINAGE DETAILS • • • • • 05—APRON—A—0509 C509 C32 — STORM DRAINAGE DETAILS • • • • • 05—APRON—A—0510 C510 C33 — STORM DRAINAGE DETAILS • • • • • 05—APRON—A—0511 C511 C34 — STORM DRAINAGE DETAILS • • • • • 05—APRON—A—0512 C512 C35 — STORM DRAINAGE DETAILS • • • 05—APRON—A—0513 C513 C36 — FUEL CONTAINMENT VAULT DETAILS • • • • • 05—APRON—A—0514 C514 C37 — FUEL SPILL DIAGRAM • • • • • GALVANIZATION NOTE 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. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT M119 04.13.16 - APRON A CI PROJECT - SITE DCN-06 RT ma 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT MIN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT m 10.28.16 - APRON A CI PROJECT - SITE DCN-01 RT M913 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT 1fi1 m 01.17.18 - APRON A CI PROJECT - SITE DCN-02 RT M913 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT 1fA m 07.14.20 - APRON A CI PROJECT - SITE DCN-03 RT M913 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT IMM 09.29.20 DRAWING INDEX DRAWINGNUMBER U SHEET S SEQUENCE NUMBER REV DRAWINGTITLE 00 w O O N r� w w � O O O N 4 N Lw w w O O O r w > w U O N O N CDI� m � w CL z Q � C:)w C:)Of w o W STRUCTURAL 05—APRON—A—S286 S281 A BLAST FENCE FOUNDATION DETAILS • 05—APRON—A—S285 S285 S1 A STRUCTURAL GENERAL NOTES 05—APRON—A—S286 S286 S2 A 48 INCH — MH REINFORCED CONCRETE COVER 05—APRON—A—S287 S287 S3 A 60 INCH — MH REINFORCED CONCRETE COVER 05—APRON—A—S288 S288 S4 A TYPE 1 CB — REINFORCED COVER DETAILS • • • 05—APRON—A—S289 S289 S5 A REINFORCEMENT DETAILS—MH & VAULT MAT FOUNDATION 05—APRON—A—S290 S290 S6 A ENLARGED SHORING PLAN 05—APRON—A—S291 S291 S7 A SHORING EARTH PRESSURE DIAGRAM • ELECTRICAL 05—APRON—A—E536R E536R ORIG ENLARGED PLAN DETAIL OIL WATER SEPARATOR OWS037 05—APRON—A—A2301 R A2301 R A MAIN CONTROL PANEL LAYOUT 05—APRON—A—A2401 R A2401 R A MAIN CONTROL PANEL BILL OF MATERIALS • 05—APRON—A—A4101 R A4101 R A MAIN CONTROL PANEL POWER DISTRIBUTION AND RACK SCHEDULE 05—APRON—A—A4201 R A4201 R A MAIN CONTROL PANEL HARDWIRED CONTROLS 05—APRON—A—A4301 R A4301 R A MAIN CONTROL PANEL DISCRETE INPUTS • 05—APRON —A—A4302R A4302R A MAIN CONTROL PANEL DISCRETE INPUTS 05—APRON—A—A4401 R A4401 R A MAIN CONTROL PANEL DISCRETE OUTPUTS 05—APRON —A—A4402R A4402R A MAIN CONTROL PANEL DISCRETE OUTPUTS 05—APRON—A—A5101 R A5101 R A MAIN CONTROL PANEL INTERCONNECT DIAGRAM 05—APRON—A—E61 E61 E1 ORIG 208/120V POWER & GROUNDING PLAN 05—APRON—A—E62 E62 E2 ORIG 208/120V POWER & GROUNDING PLAN 05—APRON—A—E63 E63 E3 ORIG 208/120V POWER & GROUNDING PLAN 05—APRON—A—El11 E111 E4 ORIG 480V POWER PLAN 05—APRON—A—El12 E112 E5 ORIG 480V POWER PLAN 05—APRON—A—El13 E113 E6 ORIG 480V POWER PLAN 05—APRON—A—El61 E161 E7 ORIG 400HZ POWER PLAN 05—APRON—A—E162 E162 E8 ORIG 400HZ POWER PLAN 05—APRON—A—E163 E163 E9 ORIG 400HZ POWER PLAN 05—APRON—A—E211 E211 El ORIG EMCS & CONTROLS PLAN 05—APRON—A—E212 E212 E11 ORIG EMCS & CONTROLS PLAN 05—APRON—A—E213 E213 E12 ORIG 208/120V POWER & GROUNDING PLAN 05—APRON—A—E536 E536 E13 ORIG ENLARGED PLAN DETAIL OIL WATER SEPARATOR OWS072 05—APRON—A—E537-1 E537-1 E14 ORIG OIL WATER SEPARATOR — OWS-072 CONTROL PANEL ELEVATION/DETAIL 05—APRON—A—E537-2 E537-2 E15 ORIG OIL WATER SEPARATOR — OWS-072 BILL OF MATERIALS 05—APRON—A—E537-3 E537-3 E16 ORIG OIL WATER SEPARATOR — OWS-072 PLC LAYOUT/NETWORK DIAGRAM 05—APRON—A—E537-4 E537-4 E17 ORIG OIL WATER SEPARATOR — OWS-072 POWER DISTRIBUTION 05—APRON—A—E537-5 E537-5 E18 ORIG OIL WATER SEPARATOR — OWS-072 POWER DISTRIBUTION • • 05—APRON—A—E537-6 E537-6 E19 ORIG OIL WATER SEPARATOR — OWS-072 1/0 WIRING 05—APRON—A—E537-7 E537-7 E20 ORIG OIL WATER SEPARATOR — OWS-072 1/0 WIRING 05—APRON—A—E537-8 E537-8 E21 ORIG OIL WATER SEPARATOR — OWS-072 1/0 WIRING 05—APRON—A—E537-9 E537-9 E22 ORIG OIL WATER SEPARATOR — OWS-072 1/0 WIRING 05—APRON —A—A2301 A2301 A MAIN CONTROL PANEL LAYOUT 05—APRON —A—A2401 A2401 A MAIN CONTROL PANEL BILL OF MATERIALS 05—APRON—A—A4101 A4101 A MAIN CONTROL PANEL POWER DISTRIBUTION AND RACK SCHEDULE • 05—APRON —A—A4201 A4201 A MAIN CONTROL HARDWIRED CONTROLS • 05—APRON —A—A4301 A4301 A MAIN CONTROL PANEL DISCRETE INPUTS 05—APRON —A—A4302 A4302 A MAIN CONTROL PANEL DISCRETE INPUTS 05—APRON —A—A4401 A4401 A MAIN CONTROL PANEL DISCRETE OUTPUTS • 05—APRON —A—A4402 A4402 A MAIN CONTROL PANEL DISCRETE OUTPUTS 05—APRON—A—A5101 A5101 A MAIN CONTROL PANEL INTERCONNECT DIAGRAM IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q� BOE/A/Gm C'- NAL ... LEGEND • DOT INDICATES DRAWING IS INCLUDED IN SUBMITTAL NO DOT INDICATES DRAWING IS NOT INCLUDED IN SUBMITTAL �G °y ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. I DATE CHECKED D. MURATA AD APPROVED NOT FOR CONSTRUCTION FOR REFERENCE ONLY DRAWING REVISION - SEE SPECIFIC DRAWING FOR NATURE OF REVISION LSUBTITLE 9.20 INDEX -SITE 09.29.20 PERMIT SUBMITTAL DESIGN BY DOWL R-413703 09.29.20 I TITLE APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7 09.29.20 SITE 05-YD CIVIL MASTER RENTON, Wq I DWG No. 40'6DOWL IITb'2E:itoll] 61 G2 DATE 09.29.20 05—APRON—A—G2 [Ik•►�'�I11 G2 GENERAL NOTES: BOEING EROSION CONTROL NOTES: POLLUTION PREVENTION NOTES: O r W 1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON UTILITY DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. ALL WORK THAT MAY IMPACT UTILITIES, INCLUDING BUT NOT LIMITED TO SAWCUTTING, DEMOLITION, POTHOLING, AND TRENCHING, SHALL BE SUBJECT TO THE BOEING SHUTDOWN COMMITTEE PROCESS PRIOR TO ANY SITEWORK. CONTACT CONSTRUCTION MANAGER, RUSS BATES, 206-218-9475, RUSSELL.H.BATES@BOEING.COM FOR SPECIFIC REQUIREMENTS. THE BOEING CM WILL COORDINATE THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY OR AIRPORT TAXIWAYS WITH RENTON AIRPORT MANAGER AND DEPARTMENT OF PUBLIC WORKS. ALL STREETS CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE BOEING CM OR SHUTDOWN COMMITTEE, RENTON AIRPORT MANAGER, AND DEPARTMENT OF PUBLIC WORKS A MINIMUM OF 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, BOEING AND RENTON FIRE DEPARTMENTS, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. CONTRACTOR SHALL PROVIDE ALL FIELD UTILITY LOCATION SERVICES AND VERIFY ALL UTILITY LOCATIONS WITH THE PROPER BOEING FACILITIES PERSONNEL PRIOR TO THE START OF EXCAVATION WORK. FOR WORK LOCATED ON THE CITY OF RENTON PROPERTY, THE CONTRACTOR SHALL CONTACT UTILITY LOCATE AT 1-800-424-5555. 4. A PRECONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF 3 (THREE) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. PRIOR TO SCHEDULING THE PRECON, A PERMIT INFORMATION SHEET MUST BE SUPPLIED TO THE UTILITY ENGINEER'S OFFICE. 24 HOUR NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 5. THE CONTRACTOR SHALL COORDINATE WITH BOEING TO VERIFY THAT ALL APPLICABLE LOCAL, STATE AND FEDERAL PERMITS HAVE BEEN OBTAINED PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS UNLESS OTHERWISE DIRECTED BY BOEING. 6. THE CONTRACTOR SHALL PREPARE AND HAVE APPROVED ALL REQUIRED TRAFFIC CONTROL PLANS PRIOR TO IMPLEMENTING ANY TRAFFIC CONTROL. THE CONTRACTOR SHALL COORDINATE WITH BOEING REPRESENTATIVE FOR ALL TRAFFIC CONTROL REQUIREMENTS WITHIN BOEING PROPERTY, TRAFFIC CONTROL REQUIRED ON AIRPORT PROPERTY OR WITHIN CITY RIGHT OF WAY SHALL BE SUBMITTED AND APPROVED BY THE AIRPORT AND CITY OF RENTON PRIOR TO IMPLEMENTATION. 7. CONTRACTOR IS TO HAVE UTILITY LOCATOR SERVICE LOCATE UTILITIES AND SHOW THEM ON CONSTRUCTION DRAWINGS FOR REVIEW AND APPROVAL BY RENTON FACILITIES SHUTDOWN COMMITTEE PRIOR TO SAWCUTTING AND EXCAVATION. 8. ALL UNDERGROUND PIPING SHALL BE IDENTIFIED BY THE USE OF SURFACE LOCATED MARKERS. MARKERS SHALL BE LOCATED AT MAXIMUM INTERVALS OF 150 FT, AT ALL CHANGES OF DIRECTION, WITHIN 5 FT 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. MARKER INSTALLATION LOCATIONS SHALL BE INDICATED ON THE CONTRACTOR PROVIDED AS -BUILT INFORMATION IN THE FORM OF RED -MARKED DRAWINGS. 9. ONE EXISTING MONITORING WELL HAS BEEN IDENTIFIED WITHIN THE PROJECT LIMITS. THE EXISTING MONITORING WELL SHALL BE DECOMMISSIONED IN ACCORDANCE WITH WAC 173-160-460. DECOMMISSIONING SHALL BE PERFORMED BY A LICENSED DRILLING CONTRACTOR. A COPY OF THE DECOMMISSIONING PAPER WORK SHALL BE PROVIDED TO THE BOEING CONSTRUCTION MANAGER. 10. SURVEY DATUM POINTS SHOWN IN THE CONSTRUCTION DOCUMENTS SHALL BE USED AS THE BASIS OF ALL CONSTRUCTION STAKING AND GRADE CONTROL. ALL CONSTRUCTION STAKING AND SURVEY SHALL CLEARLY REFERENCE THE DATUM POINT TO BE USED. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION STAKING PLANS TO THE BOEING CONSTRUCTION MANAGER FOR ALL PROPOSED VAULTS, MANHOLES, AND CATCH BASINS FOR REVIEW AND APPROVAL A MINIMUM OF 3 DAYS BEFORE SCHEDULED CONSTRUCTION OR INSTALLATION. 11. THE CONTRACTOR SHALL INCLUDE THE FOLLOWING AS -BUILT INFORMATION WITH THE RED LINED CONSTRUCTION DOCUMENTS PROVIDED TO BOEING AT THE COMPLETION OF CONSTRUCTION. AS -BUILT DRAWINGS SHALL INCLUDE TOP AND BOTTOM OF VAULT, UTILITY LINES, SUB -GRADE AND FINISHED GRADE ELEVATIONS. 12. THE CONTRACTOR SHALL PROVIDE AND ADD ALTERNATIVE BID TO PROVIDE DEWATERING IN PLACE OF THE INSTALLATION OF COFFER DAM SHORING SHOWN IN CONTRACT DOCUMENTS. DEWATERING COSTS ASSOCIATED WITH THE CONTRACT DOCUMENTS SHALL BE INCLUDED IN THE BASE BID. GALVANIZATION NOTE THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 1. EROSION CONTROL MEASURES SHOWN ON THE PLANS ARE CONSIDERED AN ABSOLUTE MINIMUM, AND CONTRACTOR SHALL BE REQUIRED TO PROVIDE ADDITIONAL EROSION CONTROL MEASURES AS NEEDED. IN ADDITION TO MEASURES SHOWN, CONTRACTOR SHALL COVER DIRT PILES AND MAY REQUIRE BAKER TANK(S) FOR GROUND WATER. 2. ON -SITE EROSION MEASURES AND STORM WATER POLLUTION PREVENTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF THE STORM SEWER BY THE OWNER SHALL BE CORRECTED BY THE CONTRACTOR. 3. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THESE DRAWINGS SHALL BE INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 4. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN IN THE DRAWINGS OR SPECIFIED IN THE NOTES NOT PROVE ADEQUATE TO CONTROL EROSION AND SEDIMENTATION, THE CONTRACTOR SHALL INSTALL SILT FENCE OR ADDITIONAL FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER COURSES AND/OR STORM DRAINAGE SYSTEMS. 5. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON -SITE TO PREVENT DEBRIS, DUST AND MUD FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY AND BOEING PROPERTY. 6. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SITE'S CONSTRUCTION STORMWATER GENERAL PERMIT OR FOR CONSTRUCTION PROJECTS LESS THAN AN ACRE THE SITE'S INDUSTRIAL STORMWATER GENERAL PERMIT. 7. THE CONTRACTOR SHALL COORDINATE WITH BOEING EHS ON WHO WILL OBTAIN ANY REQUIRED STORMWATER SAMPLES. 8. THE CONTRACTOR SHALL COMPLETE AN EROSION CONTROL CHECKLIST, CAREFULLY REVIEW IT, AND MAINTAIN ALL STORMWATER POLLUTION PREVENTION MEASURES DAILY. 9. CONTRACTOR SHALL PROVIDE A CERTIFIED EROSION AND SEDIMENT CONTROL LEAD (CESCL) TO MANAGE IMPLEMENTATION OF STORMWATER CONSTRUCTION PERMIT (IF APPLICABLE), INCLUDING INSPECTIONS, SAMPLING (COORDINATED WITH BOEING) AND BMP MANAGEMENT. 1. PREVENT OIL AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT DEVICES. 2. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING OWNED STREET AND CITY STREET PAVEMENT. 3. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON -SITE FROM ENTERING THE STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE CONTAINMENT/SEPARATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH APPLICABLE STORMWATER PERMITS. 4. THE CONTRACTOR SHALL CONDUCT DAILY STORMWATER/ENVIRONMENTAL INSPECTION OF THE CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH SITE ENVIRONMENTAL ENGINEERING. CONSTRUCTION DEWATERING.- - 1. THE CONTRACTOR SHALL PREPARE AND SUBMIT A DEWATERING PLAN TO BOEING PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES. BOEING WILL SUBMIT TO CITY OF RENTON AS REQUIRED. WORK SHALL NOT COMMENCE UNTIL THE PLAN IS APPROVED BY THE CITY. 2. SHOULD DEWATERING OF EXCAVATION BECOME NECESSARY, CONTRACTOR SHALL PROVIDE DEWATERING PLAN, LABOR AND EQUIPMENT. COORDINATE DEWATERING WITH OWNER AND THEIR GEOTECHNICAL ENGINEER. BOEING SHALL TEST GROUNDWATER FOR CONTAMINANTS AND PROVIDE DIRECTION FOR DEWATERING. 3. GROUNDWATER/STORMWATER WATER SHALL BE DISCHARGED TO THE SANITARY SEWER UNDER BOEING WASTE DISCHARGE PERMIT 7630 IF APPROVED BY BOEING ENVIRONMENTAL ENGINEERING. INITIAL AND DAILY SAMPLING WILL BE REQUIRED. DISCHARGES DIRECTLY INTO THE MUNICIPAL SEWER SYSTEM REQUIRE ADDITIONAL PERMITTING THROUGH THE CITY OF RENTON. 4. THE CONTRACTOR SHALL PROVIDE A DEWATERING SYSTEM CAPABLE OF PROCESSING 15,000 GALLONS PER DAY AS THE BASIS OF THEIR BIO. HIGHER DEWATERING RATES MAY BE REQUIRED THE SYSTEM PROVIDED SHALL BE SCALABLE TO ACCOMMODATE HIGHER VOLUMES. IF HIGHER VOLUMES ARE REQUIRED DURING CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE WITH BOEING CONSTRUCTION MANAGER PRIOR TO INCREASING DISCHARGE VOLUMES. 10. CONTRACTOR SHALL BE REQUIRED TO PREPARE FOREIGN OBJECT DEBRIS (FOD) PLAN. 5. BOEING HAS PERFORMED GROUND WATERING SAMPLING AND TESTING BASED ON CURRENT TEST RESULTS. NO TREATMENT BEYOND TURBIDITY IS REQUIRED. ALL OTHER CHEMICAL 8c METAL LEVELS 11. CONTRACTOR TO COORDINATE WITH BOEING FOR DISPOSITION OF EXCAVATED DIRT. TESTED FOR ARE BELOW TREATMENT LEVELS. 12. CONTRACTOR SHALL COORDINATE DEWATERING WITH BOEING ENVIRONMENTAL. STOCKPILE NOTES.-- 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN NOVEMBER 1 AND MARCH 31. CB PROTECTION NOTES: 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS TRIBUTARY TO AREA WHERE CONTRACTOR'S CONSTRUCTION ACTIVITIES OCCUR. 2. CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF ALL CLEARED AREAS. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 Q� BOE/NG° ri- 6. THE CONTRACTOR SHALL TAKE ALL APPROPRIATE MEASURES TO LIMIT DEWATERING REQUIRED. NO ADDITIONAL COMPENSATION WILL BE PROVIDED FOR DEWATERING BEYOND WHAT IS SPECIFIED IN THESE DOCUMENTS. 7. THE CONTRACTOR MAY PROVIDE A CONSTRUCTION PLAN AND SEQUENCE THAT DIFFERS FROM THE DEWATERING REQUIREMENTS INCLUDED IN THESE DOCUMENTS AFTER SELECTION TO BE EVALUATED BY THE BOEING CONSTRUCTION MANAGER. 8. THESE SYSTEMS WILL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND OPERATE. NAL m IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` jchavez 05/05/2021 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED ATE SUBTITLE 09.29.20 09.29.20 TITLE 09.29.20 09.29.20 PERMIT SUBMITTAL DESIGN BY DOWL R-413704 CIVIL GENERAL NOTES APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 CIVIL MASTER SITE 05-YD RENTON, Wq I °wc No. �DOWL N3415EA1 N cz DATE 09.29.20 05-APRON-A-C2 09.29.20 cl CD N CV 21 O w CITY OF RENTON EROSION CONTROL NOTES 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITTEE. 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITTEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITTEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST TROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH AN ADJUSTMENT PROCESS. EROSION CONTROL CONSTRUCTION SEQUENCE: 1. SCHEDULE AND ATTEND A PRE -CONSTRUCTION MEETING WITH REPRESENTATIVES FROM BOEING AND THE CITY OF RENTON. 2. PROVIDE AND INSTALL PERIMETER FENCING. 3. PROVIDE AND INSTALL CATCH BASIN INSERTS INTO ALL EXISTING CATCH BASINS. 4. MARK CONCRETE CLEARING LIMITS. 5. PROVIDE AND INSTALL TRIANGULAR SEDIMENT FILTER DIKES. 6. CONTRACTOR IS TO COORDINATE WITH BOEING FOR DISPOSITION OF EXCAVATED DIRT. ANY FILL MATERIAL REQUIRED WILL BE SELECT MATERIAL IMPORTED TO THE SITE. 7. PROVIDE AND INSTALL TEMPORARY SEDIMENTATION TANKS FOR TREATMENT. LOCATION SHOWN ON PLANS IS APPROXIMATE AND CAN BE RELOCATED AS APPROPRIATE. 8. REMOVE EXISTING PAVEMENT AS NECESSARY TO INSTALL UTILITIES AND REPLACE PAVEMENT. 9. PROVIDE AND INSTALL CONSTRUCTION ENTRANCE, ONCE PAVEMENT AT ENTRANCE IS REMOVED. 10. PROVIDE AND INSTALL SANITARY SEWER. 11. PROVIDE AND INSTALL THE STORM DRAIN COLLECTION SYSTEM: CATCH BASINS, SLOT DRAINS, DIVERSION STRUCTURES, VAULTS, STORMFILTERS, OIL WATER SEPARATORS AND CONVEYANCE LINES. PLACE APPROPRIATE INLET PROTECTION ONCE IN PLACE. 12. PROVIDE AND INSTALL WATER AND ALL OTHER UTILITIES. 13. POINT OF COMPLIANCE IS AT THE CONNECTION POINT TO THE EXISTING STRUCTURE AT EXISTING CB-1. 14. PROVIDE AND INSTALL NEW PAVEMENT AND LANDSCAPING. 15. MAINTAIN ALL EROSION AND SEDIMENT CONTROL FACILITIES TO PROVIDE THE REQUIRED PROTECTION OF THE DOWNSTREAM WATER QUALITY. 16. EROSION CONTROL MEASURES ARE DEPENDENT UPON THE CONTRACTOR'S SCHEDULE AND CONSTRUCTION SEQUENCE. THE CONTRACTOR SHALL MAINTAIN AND UPDATE THE PROJECT EROSION CONTROL PLAN TO REFLECT CHANGING SITE CONDITIONS AND ADDITIONAL BMP'S PLACED IN SERVICE DURING THE COURSE OF CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH BOEING AND THE CITY OF RENTON REGARDING THE IMPLEMENTATION OF APPROPRIATE EROSION CONTROL MEASURES NOT SHOWN IN THIS PLAN. 17. ALL STORMWATER STRUCTURES AND CONVEYANCES SHALL BE CLEANED UPON COMPLETION OF THE WORK AND STABILIZATION OF THE SITE. DISPOSE OF SEDIMENT AND DEBRIS IN THE APPROPRIATE MANNER. THE STORMWATER SYSTEM SHALL BE LEFT IN A CLEAN AND FULLY OPERATION CONDITION. DO NOT FLUSH CLEANING WATER DOWNSTREAM. 18. UPON COMPLETION OF THE PROJECT, STABILIZATION OF ALL SURFACES AND ACCEPTANCE BY BOEING AND CITY OF RENTON INSPECTOR, ALL TESC MEASURES SHALL BE REMOVED FROM THE SITE. PROJECT SPECIFIC STORMWATER NOTES 1. THE CONTRACTOR SHALL MAINTAIN A SET OF THE ACCEPTED CONSTRUCTION DRAWINGS 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. DESIGN MANUAL. 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. WITHIN SEVEN (7) DAYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 13. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS GREATER, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE COVERED BY MULCH, SODDING OR PLASTIC COVERING. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. GALVANIZATION NOTE 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 4. ALL STORM DRAIN SHALL BE FUSION BUTT WELDED BLACK HIGH DENSITY POLYETHYLENE (HDPE) (PE 3408) PIPE (SDR 17 MIN) CONFORMING TO WSDOT 9-05.23 UNLESS OTHERWISE NOTED. DUCTILE IRON PIPE SHALL BE CLASS 52 CONFORMING TO WSDOT 9-05.13. 5. DURASLOT SLOT DRAINS ARE TO BE PER HANCOR'S RECOMMENDATIONS. 6. PIPE RUNS ARE MEASURED FROM THE CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR ALL CATCH BASINS AND STORMDRAIN MANHOLES. PIPE RUNS ARE MEASURED TO THE EDGE OF THE VAULT ON OIL WATER SEPARATORS, STORMFILTERS, PUMP AND VALVE VAULTS. 7. ALL PIPE CONNECTIONS TO STORM DRAINAGE INLETS, MANHOLES, CATCH BASINS OR VAULTS SHALL HAVE EITHER LINK SEAL OR KOR-N-SEAL BOOT, UNLESS OTHERWISE NOTED. KOR-N-SEAL BOOTS ARE TO BE GROUTED AND DOUBLE BANDED. 8. ALL STORM DRAIN RIM ELEVATIONS ARE GIVEN AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. 9. CDF BACKFILL MAY BE USED AS TRENCH BACKFILL ON THIS PROJECT. IF CDF BACKFILL IS UTILIZED CARE MUST BE TAKEN TO REMOVAL ALL IN PLACE SHORING PRIOR TO THE CDF SETTING UP TO AVOID THE DEVELOPMENT OF VOIDS AT THE TRENCH EDGES. 10 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. THE CONTRACTOR SHALL COORDINATE THE DISPOSAL OF ALL WATER USED TO CLEAN OR FLUSH THE PROPOSED STORM DRAINAGE IMPROVEMENTS WITH BOEING ENVIRONMENTAL. CITY OF RENTON SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS 1. THESE NOTES SHALL APPEAR ON PROJECTS FOR THE SURFACE WATER UTILITY. 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD BETWEEN THE CITY OF RENTON PLAN REVIEW SECTION AND THE APPLICANT. 3. ALL DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RENTON MUNICIPAL CODE (RMC), THE LATEST EDITION OF THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA), AS AMENDED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE PROFESSIONAL CIVIL ENGINEER TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THIS PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THIS ROAD, GRADING, PARKING AND DRAINAGE PLAN DOES NOT CONSTITUTE AN APPROVAL OF ANY OTHER CONSTRUCTION (E.G. DOMESTIC WATER CONVEYANCE, SEWER CONVEYANCE, GAS, ELECTRICAL. ETC.)THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS, WHICH ARE ON FILE IN WITH THE CITY. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN APPROVAL FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 5. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. GRADING ACTIVITIES (SITE ALTERATION) ARE LIMITED TO THE HOURS OF 7 A.M. TO 7 P.M. MONDAY THROUGH SATURDAY AND NO WORK ON SUNDAY IS ALLOWED, UNLESS OTHERWISE APPROVED WITH A WRITTEN DECISION BY THE CITY OF RENTON. 7. IT SHALL BE THE APPLICANT'S/CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL CONSTRUCTION EASEMENTS NECESSARY BEFORE INITIATING OFF -SITE WORK. EASEMENTS REQUIRE CITY REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 8. FRANCHISED UTILITIES OR OTHER INSTALLATIONS THAT ARE NOT SHOWN ON THESE APPROVED PLANS SHALL NOT BE CONSTRUCTED UNLESS AN APPROVED SET OF PLANS THAT MEET ALL REQUIREMENTS OF CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL ARE SUBMITTED TO THE CITY OF RENTON. 9. DATUM SHALL BE NAVD 88 UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 10. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 11. ALL UTILITY TRENCHES AND ROADWAY SUBGRADE SHALL BE BACKFILLED AND COMPACTED TO 95 PERCENT DENSITY, STANDARD PROCTOR. OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER BASED ON FIELD CONDITIONS. 12. OPEN CUTTING OF EXISTING ROADWAYS FOR NON -FRANCHISED UTILITY OR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY OF RENTON AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY OF RENTON TRENCH RESTORATION STANDARDS. 13. ALL SEDIMENTATION/EROSION FACILITIES MUST BE IN OPERATION PRIOR TO CLEARING AND BUILDING CONSTRUCTION, AND THEY MUST BE SATISFACTORILY MAINTAINED UNTIL CONSTRUCTION IS COMPLETED AND THE POTENTIAL FOR ON -SITE EROSION HAS PASSED. 14. ALL RETENTION/DETENTION FACILITIES MUST BE INSTALLED AND IN OPERATION PRIOR TO OR IN CONJUNCTION WITH ALL CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE PUBLIC WORKS DEPARTMENT, SURFACE WATER UTILITY SECTION. 15. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL, TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING SHALL BE APWA CLASS "C", WITH THE EXCEPTION OF PVC PIPE. 16. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT #1 OR BETTER INSIDE AND OUTSIDE. SEE GALVANIZATION NOTE THIS PAGE FOR ADDITIONAL INFORMATION ON GALVANIZED MATERIAL COATING REQUIREMENTS. 17. ALL DRAINAGE STRUCTURES, SUCH AS CATCH BASINS AND MANHOLES SHALL HAVE SOLID LOCKING LIDS. ALL DRAINAGE STRUCTURES ASSOCIATED WITH A PERMANENT RETENTION/DETENTION FACILITY SHALL HAVE SOLID LOCKING LIDS. 18. BUILDING AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES. 19. ALL CATCH BASIN GRATES SHALL BE DEPRESSED 0.10 FEET BELOW PAVEMENT LEVEL. 20. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY OF RENTON RIGHT-OF-WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A DEPTH OF ONE (1) FOOT AND MUST MEET THE FOLLOWING SPECIFICATIONS: a. 4 - 8 INCH ROCK / 40 - 70% PASSING; b. 2 - 4 INCH ROCK / 30 - 40% PASSING; AND c. LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 21. ALL BUILDING DOWNSPOUTS AND FOOTING DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS APPROVED BY THE CITY PLAN REVIEWER OR SURFACE WATER UTILITY SECTION. AN ACCURATELY DIMENSIONED, CERTIFIED AS -BUILT DRAWING OF THIS DRAINAGE SYSTEM WILL BE SUBMITTED TO THE CITY UPON COMPLETION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 05/05/2021 ` SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 L BOE/NG` o'- NAL m PERMIT SUBMITTAL DESIGN BY DOWL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED APPROVED BY IDEPT. I DATE DATE 09.29.20 R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU CHECKED D. MURATA APPROVED ATE SUBTITLE 09.29.20 09.29.20 TITLE 09.29.20 09.29.20 CITY OF RENTON SURFACE WATER DRAINAGE NOTES AND SPECIFICATIONS (CONTINUED 22. DRAINAGE OUTLETS (STUB -OUTS) SHALL BE PROVIDED FOR EACH INDIVIDUAL LOT, EXCEPT FOR THOSE LOTS APPROVED FOR INFILTRATION BY THE CITY. STUB -OUTS SHALL CONFORM TO THE FOLLOWING: a. EACH OUTLET SHALL BE SUITABLY LOCATED AT THE LOWEST ELEVATION ON THE LOT, SO AS TO SERVICE ALL FUTURE ROOF DOWNSPOUTS AND FOOTING DRAINS, DRIVEWAYS, YARD DRAINS, AND ANY OTHER SURFACE OR SUBSURFACE DRAINS NECESSARY TO RENDER THE LOTS SUITABLE FOR THEIR INTENDED USE. EACH OUTLET SHALL HAVE FREE -FLOWING, POSITIVE DRAINAGE TO AN APPROVED STORMWATER CONVEYANCE SYSTEM OR TO AN APPROVED OUTFALL LOCATION. b. OUTLETS ON EACH LOT SHALL BE LOCATED WITH A FIVE -FOOT -HIGH, 2" X 4" STAKE MARKED "STORM" OR "DRAIN". THE STUB -OUT SHALL EXTEND ABOVE SURFACE LEVEL, BE VISIBLE, AND BE SECURED TO THE STAKE. c. PIPE MATERIAL SHALL CONFORM TO UNDERDRAIN SPECIFICATIONS DESCRIBED IN CHAPTER 4 OF THE SURFACE WATER DESIGN MANUAL AND, IF NON-METALLIC, THE PIPE SHALL BE PLACED IN A TRENCH WITH A TRACING WIRE ABOVE OR OTHER ACCEPTABLE DETECTION. d. PRIVATE DRAINAGE EASEMENTS ARE REQUIRED FOR DRAINAGE SYSTEMS DESIGNED TO CONVEY FLOWS THROUGH INDIVIDUAL LOTS. e. THE APPLICANT/CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE LOCATIONS OF ALL STUB -OUT CONVEYANCE LINES WITH RESPECT TO OTHER UTILITIES (E.G. POWER, GAS, TELEPHONE, TELEVISION). f. ALL INDIVIDUAL STUB -OUTS SHALL BE PRIVATELY OWNED AND MAINTAINED BY THE LOT HOME OWNER. g. STORM DRAINAGE PIPE SYSTEMS SHALL NOT PENETRATE BUILDING FOUNDATIONS, EXCEPT FOR SUMP PUMP DISCHARGE LINES USED TO DRAIN CRAWL SPACES, PROVIDED THE SUMP PUMP SYSTEM INCLUDES BACKFLOW PREVENTION OR A CHECK VALVE. 23. ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE MUST DEMONSTRATE ONE OF THE FOLLOWING: THE EXISTING DUFF LAYER SHALL BE STAGED AND REDISTRIBUTED TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL, OR; AMENDED SOIL SHALL BE ADDED TO MAINTAIN THE MOISTURE CAPACITY. 24. PROOF OF LIABILITY INSURANCE SHALL BE SUBMITTED TO THE CITY PRIOR TO CONSTRUCTION PERMIT ISSUANCE. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY OF RENTON DOES NOT RELIEVE THE OWNER OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORM SURFACE WATER DISPOSITION. FURTHER, THE CITY OF RENTON DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE SYSTEM PROVIDED DURING CONSTRUCTION. 26. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE SAFEGUARD, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER NEEDED ACTIONS TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVE BY THE PUBLIC WORKS DEPARTMENT, TRANSPORTATION SYSTEMS DIVISION. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-07-23 TRAFFIC CONTROL SHALL APPLY. 27. PROJECT LOCATED WITHIN THE AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE SURFACE WATER DESIGN MANUAL AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). PROJECT SPECIFIC CIVIL NOTES 1. THE CONTRACTOR SHALL MAINTAIN A SET OF THE ACCEPTED CONSTRUCTION DRAWINGS ON -SITE AT ALL TIMES WHILE CONSTRUCTION IS IN PROGRESS. 2. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE TRAFFIC CONTROL AT ALL TIMES DURING CONSTRUCTION ALONGSIDE OR WITHIN ALL PUBLIC ROADWAYS. 4. ALL STORM DRAIN SHALL BE FUSION BUTT WELDED BLACK HIGH DENSITY POLYETHYLENE (HDPE) (PE 3408) PIPE (SDR 17 MIN) CONFORMING TO WSDOT 9-05.23 UNLESS OTHERWISE NOTED. DUCTILE IRON PIPE SHALL BE CLASS 52 CONFORMING TO WSDOT 9-05.13. 5. DURASLOT SLOT DRAINS ARE TO BE PER HANCOR'S RECOMMENDATIONS. 6. PIPE RUNS ARE MEASURED FROM THE CENTER OF STRUCTURE TO CENTER OF STRUCTURE FOR ALL CATCH BASINS AND STORMDRAIN MANHOLES. PIPE RUNS ARE MEASURED TO THE EDGE OF THE VAULT ON OIL WATER SEPARATORS, STORMFILTERS, PUMP AND VALVE VAULTS. 7. ALL PIPE CONNECTIONS TO STORM DRAINAGE INLETS, MANHOLES, CATCH BASINS OR VAULTS SHALL HAVE EITHER LINK SEAL OR KOR-N-SEAL BOOT, UNLESS OTHERWISE NOTED. KOR-N-SEAL BOOTS ARE TO BE GROUTED AND DOUBLE BANDED. 8. ALL STORM DRAIN RIM ELEVATIONS ARE GIVEN AT THE CENTER OF THE STRUCTURE UNLESS OTHERWISE NOTED. 9. CDF BACKFILL MAY BE USED AS TRENCH BACKFILL ON THIS PROJECT. IF CDF BACKFILL IS UTILIZED CARE MUST BE TAKEN TO REMOVAL ALL IN PLACE SHORING PRIOR TO THE CDF SETTING UP TO AVOID THE DEVELOPMENT OF VOIDS AT THE TRENCH EDGES. 10. ALL UTILITY VAULTS AND LIDS SHALL MEET AIRCRAFT LOADING REQUIREMENTS AND REQUIRE A MAXIMUM OF 35LB OF FORCE TO LIFT. 11. ALL FIRE SYSTEM DESIGN SHALL BE PERFORMED BY A LICENSED FIRE PROTECTION ENGINEER. THIS WILL INCLUDE UNDERGROUND FIRE MAINS IN ADDITION TO THE DEDICATED BUILDING FIRE PROTECTION SYSTEMS. 12. ALL STORM DRAINAGE STRUCTURES SHALL HAVE THEIR NAME ENGRAVED INTO THE LID, GRATE OR HATCH AFTER INSTALLATION PRIOR TO FINAL ACCEPTANCE. NEW ENGRAVING SHALL BE AS FOLLOWS: • SDMH/CB-XX-20 (XX = SDMH/CB # IN PLANS) • OWS-XX (XX = OWS # IN PLANS) • LS-XX (XX = LS # IN PLANS) • URE-XXX (XXX = URE # IN PLANS) • RTU-XXX (XXX = RTU # IN PLANS) REPLACED EXISTING STRUCTURES SHALL MAINTAIN THEIR EXISTING NAME/ENGRAVING. 13. CAST INTO OR ENGRAVE ALL CATCH BASIN LIDS WITH "NO DUMPING - DRAINS TO WATERWAY". 14. PRIOR TO FINAL INSPECTION OF THE STORM DRAINAGE SYSTEMS, THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM. ALL ACCUMULATED MATERIAL SHALL BE REMOVED AT THE CLOSEST DOWNSTREAM MANHOLES. VELOCITY IN THE PIPE DURING FLUSHING SHALL BE AT LEAST 3 FPS. ENSURE ALL WATER USED TO FLUSH THE SYSTEM IS COLLECTED AND NOT DISCHARGED TO STORM. R-413705 CIVIL NOTES APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 SITE 05-YD CIVIL MASTER BOWL CURRENT REVISION SYMBOL DATE W3441886 - 09.29.20 SHEET SEQUENCE NO. C3 C2 RENTON, INq I Dwc No. 05-APRON-A-C3 CD N N IF W �. GENERAL NOTES Io I I o \ 1. THE CONTRACTOR SHALL NOT UTILIZE THE BRIDGE OR AIRPORT ACCESS GATE WITHOUT PRIOR AUTHORIZATION FROM BOEING SECURITY AND UNDER SECURITY SUPERVISION. o _ 2. CONTRACTOR SHALL SECURE THE WORK AREA WITH FOD/SECURITY �� FENCE FOR THE DURATION OF CONSTRUCTION. SECURITY FENCING SHALL Tg e BE IN PLACE PRIOR TO REMOVAL OF EXISTING SECURITY FENCING TAXIWAY B- �. 3. THE CONTRACTOR SHALL NOT IMPACT STALL OPERATIONS AT ANY TIME 0 DURING CONSTRUCTION. IF STALL IMPACTS ARE REQUIRED THE .000 CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT MANAGER j - I I / A MINIMUM OF 1 WEEK PRIOR TO NEEDING TO IMPACT OPERATIONS OR PHASE 5 _ I _ _ _ _ _ _ _ _ - ACCESS THE STALL. m ON MORAN ON _ El- 0-0-0-0 _ ❑ ❑ _ _ 4. APRON D BRIDGE ACCESS SHALL BE MAINTAINED AT ALL TIMES. 7-7/ 'te 5. THE TOWPATH FOR APRON D SHALL BE MAINTAINED AT ALL TIMES. ❑- -❑-❑- ❑ MCP 219 STALL STALL STALL STALL - - -STaLC - - - - - ®- - - - - - -STAZL7 SCRiBF Z MAG SET ° STALL LD STALL A-2 A-3 A-4 A-5 A-6 A-7 PHASE 4 A-9 _43 A-10 6. BOEING VEHICLE AND EMPLOYEE ACCESS TO BE PROVIDED THROUGH I BLDG I BLDG BLDG I BLDG BLDG I BLDG + S THE SITE AT ALL TIMES. UNLESS SHOWN IN THESE DOCUMENTS THE - - I - 5-104 - ' CONTRACTOR SHALL PROVIDE ACCESS PLANS THROUGH THE + I+ 5-108 I 5 107 5 106 5 105 t 5 103 ° CONSTRUCTION PLANS AS REQUESTED BY THE BOEING PROJECT o I 0 4 p� ° g MANAGER. ° I i p' SS - I 'SSB 7. MAINTAIN ACCESS TO THE 05-43 BUILDING (RESTROOMS) AT ALL TIMES + 200 ° J ° DURING CONSTRUCTION. / --- -1 BLDG + ° . CP 217 CP 213 -- -- 5-440 8. FLAGGERS SHALL BE PROVIDED AT ALL CONSTRUCTION GATES AT ALL - - - _ Z MAG SET . - , �Z SET SCRIBE \ n - - - - - - - - f TIMES WHEN GATES ARE UNLOCKED. ALL CONSTRUCTION GATES SHALL rjr SSB CP 214 BLAST CP 207 CP 215 1 _ _ _ _ _ 0 S C.- 4 ° q� �20CCP 216 Z SET PKW • FENCE Z PKW SET Z SET PKW BE LOCKED AND SECURED OUTSIDE OF WORK HOURS. PHASE 2 BLAST FENCE �Z MAG SET . BLAST FENCE �- - - - - - - - - o _1�_-0- g METAL TRACKED EQUIPMENT SHALL NOT BE USED ON ASPHALT Y PAVEMENTS ON THE AIRPORT ALL EQUIPMENT USED ON WITHIN THE •13 ° • a ° o 0 Izz -T, b E) pyFRHEAD C6T fm 0 r7_77 F _/i - cr LEGEND DEWATERING FACILITY - x - FOD/SECURITY FENCE - ❑ - LOW PROFILE FOD BARRIER -0- CONSTRUCTION FENCE CONSTRUCTION GATE WORK AREA CONTRACTOR STAGING AREA CONTRACTOR HAUL ROUTE *000+ BOEING VEHICLE ROUTE - - - - PROPERTY LEASE BOUNDARY - - - - - CONSTRUCTION PHASE AREAS DEWATERING PIPE RAMP DEWATERING DISCHARGE HOSE DEWATERING PIPE LINE CONTROL POINT FLAGGER BARRICADES SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A CI PROJECT - SITE DCN-01 - APRON A CI PROJECT - SITE DCN-02 - APRON A CI PROJECT - SITE DCN-03 CC " 200 BLDG Q° 5-50 s • SCO, 200 °p b 100' SSB I '� 5 S'�p SECURITY FENCING ON THE AIRPORT SHALL UTILIZE RUBBER TRACKS OR L TEMPORARY TIRES. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL ASPHALT cP 209---------PHASE 3 - ---- GUARD SHACKS - GATE 1 . CP 16420 OH`N PAVEMENT ON THE PROJECT SITE DAMAGED BY CONSTRUCTION a ! D-51 � o I, o ' BLDG Z PKW SET - Z FND PKW DHA-63 - ACTIVITIES OUTSIDE OF WORK SHOW IN THESE DOCUMENTS AS DIRECTED 5-51 �� ®-- - - -- may` . • CP 205 OHW AIRPORT GATE V-10 BY THE BOEING CONSTRUCTION MANAGER. _ 0 _ Z PKW DC cP 211 FLAGGER PROVIDED TO Z PKW SET- OHW MAINTAIN AIRPORT CONSTRUCTION PHASING NOTES TRAFFIC THROUGH BLDG GATE V-10 1. UNLESS OTHERWISE APPROVED BY THE BOEING PROJECT MANAGER THE - - H BLDG 5-43 �'°'�'' CONTRACTOR SHALL ONLY HAVE CONSTRUCTION ACTIVITIES, EQUIPMENT, OHWCP 206 5-36 MATERIAL OR PERSONNEL IN ONE PHASE AREA IDENTIFIED WITHIN THESE Z PKW DC oHW SANITARY SEWER DEWATERING PLANS AT ANY ONE TIME. � DISCHARGE LOCATION � - W ATERwAY 2. THE CONTRACTOR MAY BE REQUIRED TO OPEN UP A PORTION OR ALL VER Comm R� - OF ANY CONSTRUCTION PHASING AREA AT THE DIRECT OF THE BOEING CEDAR PROJECT MANAGER AS NEEDED TO MAINTAIN BOEING SITE OPERATIONS. 3. IT IS ANTICIPATED THAT CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 2 AND PHASE 4 AND PHASE 5 COULD HAPPEN CONCURRENTLY. � � 3 °° 10 o g g 13 • 1 pCi w m -4 100SS ° I 100' IsseA O 1p0, SSB __ 100' SSB _ � \\ ` coy2p ' SS RENTON � \ 200 SB r. STADIUM ° 200' sss - Z '2 00' SSB Z00, sse IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATUM NOTE: 60 30 0 30 60 120 PLANS PREPARED USING NGVD 29 AS THE APRON A CONSTRUCTION PHASING & STAGING PLAN VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SCALE: 1:60 SCALE: 1 " = 60' BY APPROVED DATE SYM REVISION BY APPROVED DATE RT TWN 04.13.16 - APRON A CI PROJECT - SITE DCN-06 RT TWN 09.27.16 RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 =RTTWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 -1 SO not 11 to All. ► �■ ; ���.� ��: ■ ■■���\1 SIX MR ou CONTROL POINT (CP) TABLE POINT DISCRIPTION NORTHING FASTING DESCRIPTION 204 181684.37 1299247.98 Z SCRIBE SET 205 181732.81 1299493.60 Z PKW DC 206 181358.63 1299557.54 Z PKW DC 207 181479.81 1299449.72 Z PKW SET 209 181406.82 1299484.22 Z PKW SET 210 181005.45 1299667.39 Z HM SET 211 181562.50 1299510.39 Z PKW SET 212 180996.51 1299512.17 Z PKW SET 213 181026.79 1299435.21 Z SET SCRIBE 214 181336.47 1299433.08 Z SET PKW 215 181528.67 1299421.51 Z SET PKW 216 181178.46 1299456.61 Z MAG SET 217 180985.90 1299456.85 Z MAG SET 219 181686.28 1299222.06 Z MAG SET 16420 181740.53 1299491.91 Z FND PKW DHA-63 6. DEWATERING PIPELINES SHALL BE RIDGED WATER TIGHT GLUED OR FUSED PRESSURE RATED PVC OR HDPE PIPE. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC RATED VEHICULAR RAMPS AS NEEDED TO PROTECT DEWATERING PIPELINES. 8. DEWATERING DISCHARGE HOSES SHALL HAVE WATER TIGHT CORRECTIONS AND SHALL ONLY BE IN PLACE DURING ACTIVE DISCHARGE AND SHALL BE REMOVED AS NEEDED AND DIRECTED BY BOEING CONSTRUCTION MANAGER TO MAINTAIN AIRPLANE AND VEHICULAR TRAFFIC ACROSS THE BRIDGE AND MAINTAIN PEDESTRIAN ACCESS ALONG THE TRAIL. 9. CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 5 SHALL BE COORDINATED WITH BOEING CONSTRUCTION MANAGER TO MAINTAIN STALL AND PAINT HANGAR ACCESS AT ALL TIMES. 10. LOW PROFILE BARRICADES SHALL BE PLACED BETWEEN THE WORK AREAS WITHIN PHASES 4-5 AND TAXIWAY B OUTSIDE OF WORK HOURS. BARRICADES SHALL BE IN PLACE UNTIL PAVEMENT WITHIN THOSE WORK AREAS IS REOPENED FOR TRAFFIC AND ALL EQUIPMENT AND MATERIALS OR REMOVED OR AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. PERMIT SUBMITTAL DESIGN BY DOWL DATE 09.29.20 R-413706 ""A ,�� ® s w WASkI .r�r 41 `zl �� �G _ °� f4� 4 n `SSIONAL E� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. DO DATE 09.29.20 SUBTITLE CONSTRUCTION PHASING & STAGING PLAN CURRENT CHECKEDCKED T. NEU 09.29.20 SHEET ENGINEER T. NEU 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7 NORTH BOEING FIELD CIVIL MASTER RENTON, WA APPROVED BY DEPT. DATE CHECKED D. 09.29.20 APPROVEDROVED APPROVED Dwc No. DOWL REVISION SYMBOL DATE W3689354 SEQI C4 05-APRON-A-C4 09.29.20 E NO. C3 O N N O J a- 6, Lu I, I. mm�mm _ . __-__ F. I�-- ---------------------------------- --- - - - - -- 1 CP 204 1 � ❑R� CP 219 STALL I STALL STALL STALL PHASE 5A STALL z SCRIBE: SET $ I z MAG SEr l I �- J I -� I I 1 1 A-3 A-4 A-5 A-6 A-7 x 1 " PHASE 4 f I I I I IL C I I II I II I I I 1I II I I .IIII I _9m° �o BLDG BLDG BLDG BLDG BLDG BLDG 15-1065-108 15-107 5_105 5-104 5-103 � �� o n� i �1 SH ,I-woo�� TEMPORARY GUARD SHACK IFAIRPORT J GATE V-10 0H0 LAGGER PROVIDED o SSB � z PKW SET oHw i TO MAINTAIN AIRPORT 100 �� - TRAFFIC THROUGH o ,. •- - - GATE V-10 ow � �� r r , OHw MAINTAIN ACCESS TO " �i �' - , - w LTURNSTILE AT ALL TIMES II SB n sow - - MAINTAIN ACCESS TO � S own x � i � -� � RESTROOM AT ALL TIMES N33 10 � _ ONE �� �R ROAD ,... ......,e.� ., 3� Opp � EAST 30 15 0 15 30 60 goo pHW CP zos SCALE: 1:30 Z PKW DC DATUM NOTE: I' n Z�HM1SET " APRON A CONSTRUCTION PHASING & STAGING PLAN LEGEND ���'\V��������- -�ONW SCALE: 1" = 30' Z PLANS PREPARED USING NGVD 29 AS THE ,�.,.. VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. DEWATERING FACILITY GENERAL NOTES CONSTRUCTION PHASING NOTES V ----- -x - FOD/SECURITY FENCE 1• THE CONTRACTOR SHALL NOT UTILIZE THE BRIDGE OR AIRPORT ACCESS GATE WITHOUT PRIOR 1. UNLESS OTHERWISE APPROVED BY THE BOEING PROJECT MANAGER THE CONTRACTOR SHALL ONLY HAVE CONSTRUCTION ACTIVITIES, EQUIPMENT, AUTHORIZATION FROM BOEING SECURITY AND UNDER SECURITY SUPERVISION. -� - LOW PROFILE FOD BARRIER 2. CONTRACTOR SHALL SECURE THE WORK AREA WITH FOD/SECURITY FENCE FOR THE DURATION OF -o - CONSTRUCTION FENCE CONSTRUCTION. SECURITY FENCING SHALL BE IN PLACE PRIOR TO REMOVAL OF EXISTING SECURITY FENCING �Q CONSTRUCTION GATE 3. THE CONTRACTOR SHALL NOT IMPACT STALL OPERATIONS AT ANY TIME DURING CONSTRUCTION. IF STALL C� WORK AREA IMPACTS ARE REQUIRED THE CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT MANAGER A MINIMUM OF 1 WEEK PRIOR TO NEEDING TO IMPACT OPERATIONS OR ACCESS THE STALL. CONTRACTOR STAGING AREA 4. APRON D BRIDGE ACCESS SHALL BE MAINTAINED AT ALL TIMES. CONTRACTOR HAUL ROUTE 5. THE TOWPATH FOR APRON D SHALL BE MAINTAINED AT ALL TIMES. *000+ BOEING VEHICLE ROUTE 6. BOEING VEHICLE AND EMPLOYEE ACCESS TO BE PROVIDED THROUGH THE SITE AT ALL TIMES. UNLESS - - - - PROPERTY LEASE BOUNDARY SHOWN IN THESE DOCUMENTS THE CONTRACTOR SHALL PROVIDE ACCESS PLANS THROUGH THE CONSTRUCTION PLANS AS REQUESTED BY THE BOEING PROJECT MANAGER. - - - - - CONSTRUCTION PHASE AREAS 7. MAINTAIN ACCESS TO THE 05-43 BUILDING (RESTROOMS) AT ALL TIMES DURING CONSTRUCTION. DEWATERING PIPE RAMP 8. FLAGGERS SHALL BE PROVIDED AT ALL CONSTRUCTION GATES AT ALL TIMES WHEN GATES ARE DEWATERING DISCHARGE HOSE UNLOCKED. ALL CONSTRUCTION GATES SHALL BE LOCKED AND SECURED OUTSIDE OF WORK HOURS. -�"'- DEWATERING PIPE LINE 9. METAL TRACKED EQUIPMENT SHALL NOT BE USED ON ASPHALT PAVEMENTS ON THE AIRPORT. ALL EQUIPMENT USED ON WITHIN THE SECURITY FENCING ON THE AIRPORT SHALL UTILIZE RUBBER TRACKS 0 CONTROL POINT OR TIRES. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL ASPHALT PAVEMENT ON THE PROJECT FLAGGER SITE DAMAGED BY CONSTRUCTION ACTIVITIES OUTSIDE OF WORK SHOW IN THESE DOCUMENTS AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. BARRICADES MATERIAL OR PERSONNEL IN ONE PHASE AREA IDENTIFIED WITHIN THESE PLANS AT ANY ONE TIME. 2. THE CONTRACTOR MAY BE REQUIRED TO OPEN UP A PORTION OR ALL OF ANY CONSTRUCTION PHASING AREA AT THE DIRECT OF THE BOEING PROJECT MANAGER AS NEEDED TO MAINTAIN BOEING SITE OPERATIONS. 3. IT IS ANTICIPATED THAT CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 2 AND PHASE 4 AND PHASE 5 COULD HAPPEN CONCURRENTLY. WORK IN PHASE 2 AND PHASE 3 SHALL NOT OCCUR CONCURRENTLY. NO WORK SHALL START IN A NEW PHASE OR PAIR OF PHASES OR IN ANY AREA OUTSIDE OF THE ACTIVE WORK AREA UNTIL ALL WORK IS COMPLETED IN THE CURRENT PHASE/WORK AREA AND THE PHASE/WORK AREA IS RETURNED TO ACTIVE BOEING STATUS UNLESS OTHERWISE APPROVED IN WRITING BY BOEING. 4. CONTRACTOR STAGING FOR WORK WITHIN PHASE 1 & 2 SHALL OCCUR IN THE PHASE 2 CONTRACTOR STAGING AREA. CONTRACTOR STAGING FOR WORK WITHIN PHASES 3, 4 & 5 SHALL OCCUR WITHIN PHASE 3 CONTRACTOR STAGING AREA UNLESS OTHERWISE APPROVED BY BOEING CONSTRUCTION MANAGER. 5. THE DEWATERING FACILITIES AND PIPELINE LOCATIONS SHOWN ARE RECOMMENDED OPTIONS. THE CONTRACTOR SHALL PROVIDE FOR REVIEW AND APPROVAL OF THESE DEWATERING PLANS. 6. DEWATERING PIPELINES SHALL BE RIDGED WATER TIGHT GLUED OR FUSED PRESSURE RATED PVC OR HDPE PIPE. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC RATED VEHICULAR RAMPS AS NEEDED TO PROTECT DEWATERING PIPELINES. 8. DEWATERING DISCHARGE HOSES SHALL HAVE WATER TIGHT CORRECTIONS AND SHALL ONLY BE IN PLACE DURING ACTIVE DISCHARGE AND SHALL BE REMOVED AS NEEDED AND DIRECTED BY BOEING CONSTRUCTION MANAGER TO MAINTAIN AIRPLANE AND VEHICULAR TRAFFIC ACROSS THE BRIDGE AND MAINTAIN PEDESTRIAN ACCESS ALONG THE TRAIL. 9. CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 5 SHALL BE COORDINATED WITH BOEING CONSTRUCTION MANAGER TO MAINTAIN STALL AND PAINT HANGAR ACCESS AT ALL TIMES. 10. LOW PROFILE BARRICADES SHALL BE PLACED BETWEEN THE WORK AREAS WITHIN PHASES 4-5 AND TAXIWAY B OUTSIDE OF WORK HOURS. BARRICADES SHALL BE IN PLACE UNTIL PAVEMENT WITHIN THOSE WORK AREAS IS REOPENED FOR TRAFFIC AND ALL EQUIPMENT AND MATERIALS OR REMOVED OR AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT RT RT RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 I - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 ACCEPTABILITY R. TEMPLADO THIS DESIGN AND/OR UNUALU F . C ��, SPECIFICATION IS APPROVED BI�EU ® � APPROVED BY DEPT. DATE IT. NEU CHECKED D. M U RATA .o a APPROVED 09.29.20 09.29.20 1TITLE 09.2� 09.29.20 CONTROL POINT (CP) TABLE POINT DISCRIPTION NORTHING FASTING DESCRIPTION 204 181684.37 1299247.98 Z SCRIBE SET 205 181732.81 1299493.60 Z PKW DC 206 181358.63 1299557.54 Z PKW DC 207 181479.81 1299449.72 Z PKW SET 209 181406.82 1299484.22 Z PKW SET 210 181005.45 1299667.39 Z HM SET 211 181562.50 1299510.39 Z PKW SET 212 180996.51 1299512.17 Z PKW SET 213 181026.79 1299435.21 Z SET SCRIBE 214 181336.47 1299433.08 Z SET PKW 215 181528.67 1299421.51 Z SET PKW 216 181178.46 1299456.61 Z MAG SET 217 180985.90 1299456.85 Z MAG SET 219 181686.28 1299222.06 Z MAG SET 16420 181740.53 1299491.91 Z FND PKW DHA-63 PERMIT SUBMITTAL DESIGN BY DOWL DATE _09.29.20 R-413707 CONSTRUCTION PHASING &STAGING PLAN APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) NORTH BOEING FIELD �~ CIVIL MASTER RENTON, WAI DWG BOWL _RrVfSf0T_ SYMBOL DATE W3689354 - 09.29.20 tiLQULNL;L NU. C5 C4 05-APRON-A-05 CD N N a GENERAL NOTES IF W LEGEND ® DEWATERING FACILITY — x — FOD/SECURITY FENCE —❑ — LOW PROFILE FOD BARRIER —0— CONSTRUCTION FENCE CONSTRUCTION GATE WORK AREA CONTRACTOR STAGING AREA CONTRACTOR HAUL ROUTE *000+ BOEING VEHICLE ROUTE — - - — PROPERTY LEASE BOUNDARY CONSTRUCTION PHASE AREAS DEWATERING PIPE RAMP DEWATERING DISCHARGE HOSE > DEWATERING PIPE LINE CONTROL POINT FLAGGER BARRICADES SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A Cl PROJECT - SITE DCN-01 - APRON A Cl PROJECT - SITE DCN-02 - j APRON A Cl PROJECT - SITE DCN-03 CONSTRUCTION -------------------- ---- ACCESS _ --0 SS J DATUM NOTE -.- PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. BY APPROVED DATE SYM REVISION RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS 0 0 0 o 3Nn 3S/3l ON1308 - �fi I STALL / A-2 u i 0 o I O o / � I I mO I/ / 13 PHASE 1 II / ° ------- ------ I -I-- "' m --------- w fil N LLJ —0 ,jw Ew mm.0 — — —m -- C � o y 0 0 0 0 O o To oI o _ Z U JI I O 177 — z ------------ --------------- p �U Iaf O I w I Z 2 A E�= —� Zoo u a I BLDG 5-50 ° Ssg° one O ❑ z FO ❑ m ti I�o �L2cylm I ❑ o 0 g o mm 0 ❑ o / ® A ID ID �m 1010 ss x \\ \Y m Y' of o / Q o n 13 • xl = x x / 30 15 0 15 30 60 SCALE: 1:30 APRON A CONSTRUCTION PHASING STAGING PLAN SCALE: 1 " = 60' BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 74px.�-Z/ za ;;z a1; IN COMPLIANCE WITH CITY OF RENTON STANDARDS w ACCEPTABILITY DRAWN R. TEMPLADO WASkjI G 0 THIS DESIGN AND/OR SPECIFICATION IS APPROVED CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA �4 f STER�1$� NA E� APPROVED - APPROVED 1. THE CONTRACTOR SHALL NOT UTILIZE THE BRIDGE OR AIRPORT ACCESS GATE WITHOUT PRIOR AUTHORIZATION FROM BOEING SECURITY AND UNDER SECURITY SUPERVISION. 2. CONTRACTOR SHALL SECURE THE WORK AREA WITH FOD/SECURITY FENCE FOR THE DURATION OF CONSTRUCTION. SECURITY FENCING SHALL BE IN PLACE PRIOR TO REMOVAL OF EXISTING SECURITY FENCING 3. THE CONTRACTOR SHALL NOT IMPACT STALL OPERATIONS AT ANY TIME DURING CONSTRUCTION. IF STALL IMPACTS ARE REQUIRED THE CONTRACTOR SHALL COORDINATE WITH THE BOEING PROJECT MANAGER A MINIMUM OF 1 WEEK PRIOR TO NEEDING TO IMPACT OPERATIONS OR ACCESS THE STALL. 4. APRON D BRIDGE ACCESS SHALL BE MAINTAINED AT ALL TIMES. 5. THE TOWPATH FOR APRON D SHALL BE MAINTAINED AT ALL TIMES. 6. BOEING VEHICLE AND EMPLOYEE ACCESS TO BE PROVIDED THROUGH THE SITE AT ALL TIMES. UNLESS SHOWN IN THESE DOCUMENTS THE CONTRACTOR SHALL PROVIDE ACCESS PLANS THROUGH THE CONSTRUCTION PLANS AS REQUESTED BY THE BOEING PROJECT MANAGER. 7. MAINTAIN ACCESS TO THE 05-43 BUILDING (RESTROOMS) AT ALL TIMES DURING CONSTRUCTION. 8. FLAGGERS SHALL BE PROVIDED AT ALL CONSTRUCTION GATES AT ALL TIMES WHEN GATES ARE UNLOCKED. ALL CONSTRUCTION GATES SHALL BE LOCKED AND SECURED OUTSIDE OF WORK HOURS. 9. METAL TRACKED EQUIPMENT SHALL NOT BE USED ON ASPHALT PAVEMENTS ON THE AIRPORT. ALL EQUIPMENT USED ON WITHIN THE SECURITY FENCING ON THE AIRPORT SHALL UTILIZE RUBBER TRACKS OR TIRES. THE CONTRACTOR SHALL REPLACE OR REPAIR ALL ASPHALT PAVEMENT ON THE PROJECT SITE DAMAGED BY CONSTRUCTION ACTIVITIES OUTSIDE OF WORK SHOW IN THESE DOCUMENTS AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. CONSTRUCTION PHASING NOTES 1. UNLESS OTHERWISE APPROVED BY THE BOEING PROJECT MANAGER THE CONTRACTOR SHALL ONLY HAVE CONSTRUCTION ACTIVITIES, EQUIPMENT, MATERIAL OR PERSONNEL IN ONE PHASE AREA IDENTIFIED WITHIN THESE PLANS AT ANY ONE TIME. 2. THE CONTRACTOR MAY BE REQUIRED TO OPEN UP A PORTION OR ALL OF ANY CONSTRUCTION PHASING AREA AT THE DIRECT OF THE BOEING PROJECT MANAGER AS NEEDED TO MAINTAIN BOEING SITE OPERATIONS. 3. IT IS ANTICIPATED THAT CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 2 AND PHASE 4 AND PHASE 5 COULD HAPPEN CONCURRENTLY. WORK IN PHASE 2 AND PHASE 3 SHALL NOT OCCUR CONCURRENTLY. NO WORK SHALL START IN A NEW PHASE OR PAIR OF PHASES OR IN ANY AREA OUTSIDE OF THE ACTIVE WORK AREA UNTIL ALL WORK IS COMPLETED IN THE CURRENT PHASE/WORK AREA AND THE PHASE/WORK AREA IS RETURNED TO ACTIVE BOEING STATUS UNLESS OTHERWISE APPROVED IN WRITING BY BOEING. 4. CONTRACTOR STAGING FOR WORK WITHIN PHASE 1 & 2 SHALL OCCUR IN THE PHASE 2 CONTRACTOR STAGING AREA. CONTRACTOR STAGING FOR WORK WITHIN PHASES 3, 4 & 5 SHALL OCCUR WITHIN PHASE 3 CONTRACTOR STAGING AREA UNLESS OTHERWISE APPROVED BY BOEING CONSTRUCTION MANAGER. 5. THE DEWATERING FACILITIES AND PIPELINE LOCATIONS SHOWN ARE RECOMMENDED OPTIONS. THE CONTRACTOR SHALL PROVIDE FOR REVIEW AND APPROVAL OF THESE DEWATERING PLANS. 6. DEWATERING PIPELINES SHALL BE RIDGED WATER TIGHT GLUED OR FUSED PRESSURE RATED PVC OR HDPE PIPE. 7. THE CONTRACTOR SHALL PROVIDE TRAFFIC RATED VEHICULAR RAMPS AS NEEDED TO PROTECT DEWATERING PIPELINES. 8. DEWATERING DISCHARGE HOSES SHALL HAVE WATER TIGHT CORRECTIONS AND SHALL ONLY BE IN PLACE DURING ACTIVE DISCHARGE AND SHALL BE REMOVED AS NEEDED AND DIRECTED BY BOEING CONSTRUCTION MANAGER TO MAINTAIN AIRPLANE AND VEHICULAR TRAFFIC ACROSS THE BRIDGE AND MAINTAIN PEDESTRIAN ACCESS ALONG THE TRAIL. 9. CONSTRUCTION ACTIVITIES WITHIN PHASE 1 AND PHASE 5 SHALL BE COORDINATED WITH BOEING CONSTRUCTION MANAGER TO MAINTAIN STALL AND PAINT HANGAR ACCESS AT ALL TIMES. 10. LOW PROFILE BARRICADES SHALL BE PLACED BETWEEN THE WORK AREAS WITHIN PHASES 4-5 AND TAXIWAY B OUTSIDE OF WORK HOURS. BARRICADES SHALL BE IN PLACE UNTIL PAVEMENT WITHIN THOSE WORK AREAS IS REOPENED FOR TRAFFIC AND ALL EQUIPMENT AND MATERIALS OR REMOVED OR AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. PERMIT SUB DESIGN BY DOWL R-413708 4TE SUBTITLE 09.29.20 CONSTRUCTION PHASING & STAGING PLAN 09.29.20 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) 09.29.20 1 NORTH BOEING FIELD CIVIL MASTER MITTAL DATE 09.29.20 40'6DOWL CURRENT REVISION SYMBOL DATE W3689354 — 09.29.20 SHEET SEQUENCE NO. C6 C5 RENTON, WA DWG NO. 05-APRON-A-C6 0 N N rn 0 J 0 w GENERAL NOTES 1. SEE BOEING EROSION CONTROL NOTES AND TESC NOTES ON SHEET Cl. 2. WORK AREAS INDICATED TO BE COVERED WITH STEEL PLATES SHALL BE CLEANED AND STEEL PLATES IN PLACE WHEN WORK IS NOT ONGOING. ALL STEEL PLATES SHALL BE NO SLIP AND SHALL BE PAINTED ORANGE. 3. LIMITS OF PAVEMENT REMOVAL ARE APPROXIMATE. LIMITS OF FINAL PAVEMENT REMOVAL SHALL BE REVIEWED BY THE BOEING CONSTRUCTION MANAGER PRIOR TO FINAL SAWCUTTING. 4. ALL PAVEMENT REMOVAL LIMITS SHALL BE FULL DEPTH SAWCUT TO PREVENT DAMAGE TO ADJACENT PAVEMENTS/FOUNDATION. 5. REFER TO PAVING PLANS FOR REMOVAL LIMITS. 6. PROPOSED DRAINAGE IS SHOWN FOR REFERENCE FOR TESC INSTALLATION. 7. SEE ELECTRICAL PLANS FOR THE REMOVALS/ RELOCATION OF EXISTING ELECTRICAL COMPONENTS. P100- \ 1 '�I boo GALVANIZATION N �77 I I I I I I I I I � I I I ONd 3dld dy7d.9 III111.1„�����III II 1NIOr N340 0.z1 - - wror N3d0 yn - _ _ \ I R\A (U) / RO (U ROFA (U) -� ROFA M ROFA (U) �- ROFA M � TOFA ROFA ( TOFA __----TO FA t7ROFA ( I \ A 1a TOFA TO THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZER 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. SYM REVISION BY APPROVED DATE SYM ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - 100' SSB 200' SSB G 0 o 0 REVISION BY APRON A Cl PROJECT - SITE DCN-06 RT RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT APRON A SITE STORMWATER IMPROVEMENTS-30% RT APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT In IIIIIIII I� n III I I I I I I III �,,,,►� � TAXIWAY I / \ R F U) - RnFA (Uft IN COMPLIANCE WITH CITY OF RENTON STANDARDS CONSTRUCTION NOTES: A r)M/"NkI A nnl 1 rnTl nAl C`\/C_rr_ki PROPERTY LEASE LINE [C:_-:> TYPE 2 CATCH BASIN AIRPORT PROPERTY LINE 100' SHORELINE SETBACK � 15" DURASLOT TRENCH DRAIN 200' SHORELINE SETBACK � 12" HDPE STORM DRAINAGE PIPE TYPE 1 /1 L CATCH BASIN ® MODULAR WETLAND STRUCTURE TYPE 2 CATCH BASIN � 18" HDPE STORM DRAINAGE PIPE DURASLOT TRENCH DRAIN STORM DRAINAGE VAULT STRUCTURES ©96" FLOW SPLITTER STORM DRAINAGE PIPE [Z:� TYPE 1 CATCH BASIN REPLACED CONCRETE PAVEMENT ®12" D.I. STORM DRAINAGE PIPE REPLACED CONCRETE PANEL GRADE BREAK � OIL -WATER SEPARATOR CATCH BASIN/DURASLOT FILTER 10 REMOVE EXISTING VALVE VAULT AND CONTROL POINT VALVES APPROVED DATE a TWN 09.27.16 TWN 10.28.16 ""A ,w" ® co TWN 01.17.18 TWN 07.14.20 1P�0 . TWN 09.29.20 NAL ... CONNECT TO EXISTING STRUCTURE FUEL CONTAINMENT VAULT STORM DRAIN CLEAN OUT CONNECT TO EXISTING PIPE 24" DI STORM DRAINAGE PIPE 18" DURASLOT TRENCH DRAIN PROVIDE CATCH BASIN FILTER PER CITY OF RENTON STD PLAN 216.30 AND SLOT DRAIN PROTECTION 2 3 10" DI STORM DRAINAGE PIPE C821-11 ACCEPTABILITY R. TEMPLADO THIS DESIGN AND/OR CHECKED oG SPECIFICATION IS APPROVED T. NEU y ENGINEER APPROVED BY DEPT. DATE T. NEU CHECKED D. MURATA APPROVED �;- I �- �I REMOVE EXISTING STALL- __\ - = A7 VALVE VAULT SYSTEM ROFA_i Il ��tOEA� \ - ROFA (U)� OFAL(u)- FA TOF 'I � _ 1 F IIHIGH FLOV AsPIPE 16420 FND PKW DHA- MMERCIA 0 40 20 0 20 40 80 SCALE: 1:40 APRON A PLAN SCALE: 1 " = 40' CONTROL POINT (CP) TABLE POINT DISCRIPTION NORTHING FASTING DESCRIPTION 204 181684.37 1299247.98 Z SCRIBE SET 205 181732.81 1299493.60 Z PKW DC 206 181358.63 1299557.54 Z PKW DC 207 181479.81 1299449.72 Z PKW SET 209 181406.82 1299484.22 Z PKW SET 210 181005.45 1299667.39 Z HM SET 211 181562.50 1299510.39 Z PKW SET 212 180996.51 1299512.17 Z PKW SET 213 181026.79 1299435.21 Z SET SCRIBE 214 181336.47 1299433.08 Z SET PKW 215 181528.67 1299421.51 Z SET PKW 216 181178.46 1299456.61 Z MAG SET 217 180985.90 1299456.85 Z MAG SET 219 181686.28 1299222.06 Z MAG SET 16420 181740.53 1299491.91 Z FND PKW DHA-63 R-413709 41L SUBTITLE 09.29.20 CIVIL SITE & TESC PLAN 09.29.20 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09.29.20 1 SITE 05-YD CIVIL MASTER KLY FL_HN SCALE: N.T.S. ��.ill■iTMILirsimmo PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. RENTON, WA I DWG No. 40'6DOWL REVISION SYMBOL W5184605 C81 05-APRON-A-C81 09.29.20 C6 6 O W DocuSlgn Envelope ID 6EECP5B6; 602A-4E4A-B436 A 171 A638818' TOP RAIL MIN. 2" O.D. GALV. STEEL (TYP) CHAIN LINK FABRIC HT. CONCRETE TRAFFIC BARRIER WITH _ FENCE POST INSERTS (TYP) EXISTING GROUND CHAIN LINK FABRIC, FULL HEIGHT (TYP) BOTTOM RAIL MIN. 2" O.D. GALV. STEEL (TYP) ffbWfft &UA DfY1Cff FOD FENCE DETAIL NTS #6 GAGE COATED STEEL FABRIC BANDS, 14" MAX. SPACING 10' MAX. (TYP) on GEOTEXTILE FABRIC, 4' MIN. HEIGHT SECURED TO CHAINLINK FENCE (TYP) LINE POST MIN. 2-3/8" O.D. GALV. STEEL (TYP) X 4' MIN. _N FABRIC HT. � 7' MIN. FENCE HT. FENCE POST INSERTS (TYP) 11160YA1060111 0.50' FULL ASPHALT/CONCRETE CONTACT 1.50' rRUrUJCu COMPACTED HMA BERM EXISTING ASPHALT/CONCRETE PAVEMENT ASPHALT SEDIMENT DAM NTS NInTCC`. 1. ASPHALT BERMS SHALL BE CONTINUOUS FOR THE AREA SHOWN. 2. INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS REQUIRED. 3. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 4" AND DISPOSED OF IN A MANNER WHICH WILL NOT CAUSE ADDITIONAL SILTATION. 4. AFTER THE DEVELOPMENT SITE IS COMPLETELY STABILIZED, THE BERMS AND ANY REMAINING SILT SHALL BE REMOVED. SILT SHALL BE DISPOSED OF AS CONTAMINATED EXCAVATION MATERIAL. RED FLASHIKIr- WA7Apn WAR C82IC81 NOTES:WATER IL�ERE 10" 1. DIKES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY j WIRE FABRIC NON -WOVEN ABUTTING. STRUCTURE GEOTEXTILE 2. FABRIC COVER AND SKIRT SHALL F FILTER FABRIC BE A CONTINUOUS WRAPPING OF m lb�' GEOTEXTILE. THE SKIRT SHALL BE A CONTINUOUS EXTENSION OF r s W THE UPSTREAM FACE FABRIC. SAFETY ORANGE AND WHITE 'SECTIONVfEW FLOW 3. DIKES AND SKIRT SHALL BE 3"-5" OPEN SECURELY ANCHORED IN PLACE REFLECTIVE SHEETING GRADED ROCK. SOIL CONTACTson I I WITH WIRE STAPLES AT 2' [ EON1ANE111MGRATIr'16k6WN)'—'._ _ - "�ftETR{Etl,4L'-'SYST�INifT Px:. amammama _FULL _ INTERVALS ON BOTH EDGES AND 96" _ 18" ► -r�� 12" FABRIC SKIRT TOE -IN 6" SKIRT OR WITH 3/8" DIAMETER FABRIC SKIRT REBAR WITH TEE ENDS. - ALTERNATE EMBEDDING DETAIL (1) 4. FILTER MATERIAL SHALL BE LOW PROFILE BARRICADE NOTES: ❑ INSTALLATION IN PAVED AREAS LAPPED OVER ENDS 6" TO - - COVER DIKE -To -DIKE JOINTS. 1. BARRICADES SHALL BE PLACED WHERE SHOWN IN PLANS, AROUND JOINTS SHALL BE FASTENED WITH ANY AREA THAT MAY BE A HAZARD TO AIRCRAFT, OR AS DIRECTED 6" FABRIC OVERLAP GALVANIZED SHOAT RINGS. BY THE ENGINEER. 6"X6" WIRE FABRIC ON 5. INSPECTION SHALL BE MADE STRUCTURE ABUTTING DIKE WEEKLY OR AFTER EACH VARIES RAINFALL EVENT AND REPAIR OR 2. BARRICADES SHALL BE WATER -FILLED TO PREVENT MOVEMENT. SAND �E�ow°"'u�^`Gl�,a'�'bE�le�' '' z REPLACEMENT SHALL BE MADE BAGS OR OTHER WEIGHTS PLACED ON TOP OF THE BARRICADES WILL - o PROMPTLY AS REQUIRED. NOT BE PERMITTED. CUT AWAY OF 6. ACCUMULATED SILT SHALL BE FLOW z FILTER FABRIC REMOVED WHEN IT REACHES A -- - -' DEPTH OF 4" AND DISPOSED OF 3. BARRICADES SHALL BE LIGHTED DURING PERIODS OF DARKNESS. IN A MANNER WHICH WILL NOT NOTES: _ _ _ _ _ _ _ _ FULL SOIL CONTACT_ I F CAUSE ADDITIONAL SILTATION. 4. BARRICADES SHALL BE SPACED SO THAT NO GAP GRATER THAN 4' t.. 'RDTE6TdON-SgALLBEPROVIDEdiEdR- L'LSTORFAdb�FN�NL'ETSDOyVhjSLDPEpNDWITf�lty540FEET�DFIR�I1STUfjBED,r01�� �2� 7. AFTER THE DEVELOPMENT SITE IS ::ONSTRUCTION AREA UNLESS THE RUNOFF THATiENTERSITHE CATCHRASIN-WILL-BE CONVEYED TO A'SEDIM€NTopbNDOR-TAR:, 6"X1 "X6" ANCHORS COMPLETELY STABILIZED, THE EXISTS BETWEEN BARRICADES =a:, JNOET PROT CTIONSHAL 8�'UD°, o TECT THE DRAINAGE S. STEF4:, ALTERNATE EMBEDDING DETAIL (2) EVERY 2 FEET DIKES AND ANY REMAINING SILT ffKtdNT'R{BUTIN DDRAINAGEkR—EWO -STNoTsE aRGERft4A4oniEiERE: SHALL BE REMOVED. SILT SHALL a� IrzE;T�rE��w,E-srocrwa€TrOrEyT R��c'.. BE DISPOSED OF AS INDICATED .- rLji�_BIGo sIA$„«TT� HI�MF�W R�Er�R�, ANGULAR SEDIMENT FILTER D KE NOTE #6 AB°VE.TR L0W PROFILE BARRICADE DETAIL 5 Wq.- -- ---- -'N � > r— r I i> , c �z n�rE ra e a—� , 7ior, rs , NTS C82 C81 NTS C82 C81 M_-RMPLACED ATMV TM0NT.RCf UNREii 1 TEP�'1�IIAiAY9HG Fs N ?TT S - - -M; 'PLANI PuB11_c_1w0Axs APPR Ot €P fi r CKU gaSHN INSERT 9 �' a CATCH BASIN FILTER NTS C82IC81 rm SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES —APRON A CI PROJECT RT TWN 04.13.16 — APRON A CI PROJECT — SITE DCN-06 RT TWN 09.27.16 — CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 — APRON A CI PROJECT — SITE DCN-01 RT TWN 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWIN 01.17.18 — APRON A CI PROJECT — SITE DCN-02 RT TWN 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 — APRON A CI PROJECT — SITE DCN-03 RT TWN 08.05.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 Q� BOE/NGm ri- NAL m IN COMPLIANCE WITH CITY OF RENTON STANDARDS EDEVELOPMENT ENGINEERING ` ez 05/05/2021 `' ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED 4I L SUBTITLE 09.29.20 09.29.20 TITLE 09.29.20 09.29.20 PERMIT SUBMITTAL DESIGN BY DOWL R-41371 0 TESC DETAILS APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 RENTON SITE CIVIL MASTER DATE 09.29.20 BOWL CURRENT REVISION SYMBOL DD II DATE W5184605 I� G 09.29.20 SHEET SEQUENCE NO. C82 C7 RENTON, Nlq I Dwc No. 05-APRON-A-C82 0 N \ m N rn J IZ W _POFATOFA� IUrH n TOFF N O ---- z m I I I I ---- - -- _ Imo— -- Mu°iTTail GTI = -D �— �_ I ZE I 'I TAXIWAY B I I I I Lil I TAXIWAY _ I —= I I I CB-1159-20 ROFA U �ROFA (U. ____— RIM = 21.08 ��� ROFA ��_ ROFA q A U ROF ROFA (U)�ROFA (U) SDMH-1160-20 RIM = 21.10 TOFA � TOFA � O �1 � 1—TOFA TOFA I TO TOFA TOFA ° 1 SDMH-1161-20 RIM = 21.00 O �'' CP 219 ° Z MAG SET cV CP 204Lo Z SCRIBE SET v v •12 "os ° E °ul ° o _ c) ?1,9 V) BLDG � o ° •o 0 w 5-103 V)1 z 1 SDMH-1163-20 2�s6?�6s ° ss SDMH-1162-20 o RIM = 21.45 ti RIM = 21.35 � o a z ?>>2�68 1 2� ol� Cl J 3S ov I CB-1157-20 ?�_>9 0 ° ?� 2� p+ SSB Qrf RIM = 21.61 o I lei I ° 22.5 •97 2pp+ SSB ° 6� p p, ? o° O¢ SDMH-1163A-20 RIM = 21.92 I 8 ..0 ° ?1 �223 ° � �__- ' ;`moo _o-Tr° 2�8j •8.3 787-18 1 � p SDMH-1165-20 `_ o 2�9 0 8I 3 Q RIM = 21.81 .2�8 RIM = 22.17 TOFA UDC r UD�UD / visa) ''Jo NW // Q�0 FPS ROFA �10FP. � (U) ROFA TOFPA i ' A (U) � ROFA (U) — FRI RO (U O _ FA (U) 1 ' wo so STALL A-9 O r-- 1 1 m oD O LG 1 m 1 N 1 1 5-439 o A G N co , SSB � p0 0 oo' SSB 1O G o Z1�p, SSB O7 Q G z r-'� 1 o 1 O N 1 � L--J _- -- X o 17r8 � -- ----- ------- 0 1 ? ?� CB-1155-20 GR � � SDMH-1164-20 ° ' O° °RIM 22.10RIM = 21.89 sls sus ° 0 O �� OO sls CB-1154-20 a SS II 0 RIM = 21.46 x—x—x 0 ,p X " SB x 2� m 1 0 i B 1 \ SHED SHED m m 00 . ' *01 X ? ° S E SHED ' 6 D 0 >c so?,66 24, AB NDON r -0-0 ' SSB , MATCH EXIS ING TYP L • • r �, x BLDG `�� � BLDG 5-440 ' ROFA�_U Zp0' A (U STALL A-10 A Zpp+ SSI3 I v ■ GENERAL NOTES 1. SEE PAVING PLAN FOR MATERIAL, TYPE, AND LOCATION. 2. REPLACED SURFACING SHALL MATCH EXISTING GRADES AND SLOPES TO MAINTAIN EXISTING DRAINAGE PATTERNS. o I I O m C7 I ►z O In cn o0 0 N � C ID 10 fT1 FTI I= I� m LEGEND cp o I FINISH GRADE/ MATCH EXISTING - N RON FE 100' ssI3 100' SHORELINE SETBACK J z FT T E TH 200' SSB 200' SHORELINE SETBACK - Q CONTOUR LINE w x U-i U �0 � w ' D , o I 0 DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE �� �� �� '� • / VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. 5 EL�R T ONE TRUNK LINE IN COMPLIANCE WITH CITY OF RENTON STANDARDS ER Rpp,D PERM `n cn w� r\L I F r L\ly z 5-36_u 70 A� SCALE: N.T.S. 2gLDG — � -�ERW 2 WA 1 \ o — o z Im _ MERCIA� Zo r o CO 1v, 1 CP 16420 0 o RAVER Z FIND PKW DHA-63 z D GEpAR v z < (UP< o cn20 10 0 10 20 40 APRON N A PLAN o z CP 205 SCALE: 1:20 SCALE: 1 " = 20' R-413711 p 0 W L v SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE i s W. ACCEPTABILITY R. TEMPLADO 09.29.20 GRADING PLAN W5184605 — 09.29.20 4 DF r�r ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT TWN WA THIS DESIGN AND/OR CHECKED 04.13.16 - APRON A CI PROJECT -SITE DCN-06 RT TWN 09.27.16 4�� �' T. NEU 09.29.20 SHEET SEQUENCE NO. G SPECIFICATION IS APPROVED ti ENGINEER TITLE C 151 CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 ® APPROVED BY DEPT. DATE T. NEU 09.29.20 APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) C Q ""A,//V" CHECKED j8 APRON A CI PROJECT SITE DCN-01 RT TWN 06.13.16 APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 D. MURATA 09.29.20 — APRON A CI PROJECT — SITE DCN-02 RT TWN 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60� TO IFC RT TWN 07.14.20 �o �r,v ��4 APPROVED SITE 05— I D ECI STER �1St W — APRON A CI PROJECT — SITE DCN-03 RT TWN 08.05.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 SIONAAPPROVED CIVIL MASTER RENTON, WA Dwc No. 05-APRON-A-Cl51 0 N N rI ui DD I \ I \ I ROFA (U) � RO (U) � ROFA (U) � A U) �OFA (U) '. OFA (U)�_F ROFA (U) R I I FA TOFA TOFA _ rTO Ln U W W cn w w cn 0 z 0 U ry of II z ?¢S2 J x U � I I 0 1 MAIUM LAIWIINU IITr v / SSH RIM M ASBANDO1 I 1 A � S�v BLAST FENCE 2S 9� x-x�xx�x x--x_�x x PARKING LOT \ ROFA (U) \ I / ROFA (U) ROFA (U) OFA (U) ROFA (U) u_ ROFA (U) -_ R=) t� dW ZO M NId2i4 43u0�S Z TOFA �TOFA I I -OFA T ..rn an on sommommm so TOFA�TOFA� PROPERTY LEASE LIN TOFA�T F� - �� \I I� EXIST CB-2— CB-1152-20 RIM = 23.49 o BLDG 5-51 I TOFA - I TOFA TOFA 2� -TOFA- 22pp I I TOFA — 2 -TOFA�—I� ? 22p - 2p� 22pS �2p1�� ° _ ° 1 %a 2? 19 ? 1S we1p� p _ - 1 - - - ° ° _° o`b °o / 04D SSB 100, SSB CP 209 SSB Z PKW SET 0 T-T GENERAL NOTES 1. SEE PAVING PLAN FOR MATERIAL, TYPE, AND LOCATION. 2. REPLACED SURFACING SHALL MATCH EXISTING GRADES AND SLOPES TO MAINTAIN EXISTING DRAINAGE PATTERNS. Ln U W Li CZ) W W LEGEND Ln FINISH GRADE MATCH EXISTING Q z 100' SSB 100' SHORELINE SETBACK 0 200' SSB 200' SHORELINE SETBACK 0 23 CONTOUR LINE LL_ LLI z _ �I CP 211 , Z PKW SET � • � � °NW ONW ♦ • --- ROAp. — MMERCIA� ♦ ♦ R1ME�ER ' °Hw 1VER CO � E. PE �EDp,R R � � W / ♦♦ 225 ���_ o 01'FW i I Z PKW DC CP 206 ♦ 1 ���� ♦ so♦ °Nw 20 10 0 10 20 40 mm • _- SCALE: 1:20 SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A Cl PROJECT - SITE DCN-01 - APRON A Cl PROJECT - SITE DCN-02 - APRON A Cl PROJECT - SITE DCN-03 BY APPROVED RT TWN RT TWN RT TWN RT TWN RT TWN DATE SYM REVISION 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS BY APPROVED DATE RT TWN 09 27 16 APRON A PLAN z SCALE: 1 = 20 . BOE//V� co — RT TWN 10.28.16 RT TWN 01.17.18 i 4 RTTWN 07.14.20 �0 CISTF RT TWN 09.29.20 SSIONAL o� IN COMPLIANCE WITH CITY OF RENTON STANDARDS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. KEY PLAN z SCALE: N.T.S. PERMIT SUB DESIGN BY DOWL R-413712 4I t SUBTITLE 09.29.20 GRADING PLAN 09.29.20 09.29.20 I TITLE APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7 09.29.20 SITE 05-YD CIVIL MASTER MITTAL DATE 09.29.20 BOWL CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. Cl 52 C9 RENTON, WA I DWG N0. I 05—APRON—A—C152 CD N N Ag Lu ROFA (U) ROFA lU) — � ROFA (U) —' ROFA (U) ROFA FA (U) FA (U)� I TO — ROFA (U) ROFA (U) ROFA (U) N ___� TOFA � I / TOFA�T TOFA TOFA TOFA�TO A now TOFA sum TO TOFA � TOFA - I � I 3NIl 3Sd31� — � I I I 4" / I PE— PM I II C-A1 I I STALL S . � A-1 I � o I I I ° I I II � TOFA fiOFjA I � � TOFA —� TOFA � TO A — I — TOFA OWN TOFA T(�FA I I I OEM� 3NIl3Sd31glow I I 1 I I W I I z ,w l Q 4 I I J 4,. I ❑ I PE-A2 I I PC�A1 I I CY-1 1 I 4"I STALL u1 �25.5 � STALL BL G � I O A-2 5-10 I I I I IN I I �I o I I I °❑° I °° IO O J ' 1 I I II I o I o I / I I / ° I � II I I ��, II i / I LN I I I II I� I I I ��=oJ wo° "WN0CP 217 w o°I:°o I ��°'IN Z MAG SET ' (_ II / 00 w I N N `T' � W I _ I w °oo N -° I CB-1148-20 N CB-1 147-2026II�y------- --- o RIM 26.26 D RIM 27.00- z�- � � 2 -� 2� 2�0 269s 2682 2s,� 6�o s8 CB-1150-20 I z 2� 2.o 00 0 oy p a — RIM - 25.82 4 a � 2So I p a rc - cn 02 p a \ p0 2s CID 212 x O 0 ° SDCO-735-20 280 - o Q ^� ^� ti� ti6 ti��� 2j ^ Z PKw SET c RIM = 28.22 -- �� ��' ti - p 9 — p� ti �o' rye. STS - — _ o°' ti 0 oh o ti 1 I ti� N T \o I ®® RIM = 25.83 \ \ \ I I I I 0O ° O CB-1149-20 D \RIM=26.51 IQv I I I I ®< o I� x D o o o �. e ° 0 I ° 0 2°°� �S `0, o—� I o o o — 1 X — --- I o — o — — S50 °I I ❑ I —�-- Zoo � o �, o — — I x N ° I O I S50 1 I I Io I ° o L° o i — N I cu Q I O _ 558 I � 1 Sl °® BLDG ' \ \ °-u � Q BLDG �\ I 5-08 1 5-50 e o S N556 r_Z� COX 1I �� I �(D I to Z o so NN �N"ti I N " /� 1 I �� _IX ° I I O o I I o I I D I O ❑ I cn C I -OK 70_ N� IN COMPLIANCE WITH CITY OF RENTON STANDARDS SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A Cl PROJECT - SITE DCN-01 - APRON A Cl PROJECT - SITE DCN-02 - APRON A Cl PROJECT - SITE DCN-03 0 NV8 - 0 — o / o 58 o/ O / o \ \\\ s O GENERAL NOTES 1. SEE PAVING PLAN FOR MATERIAL, TYPE, AND LOCATION. 2. REPLACED SURFACING SHALL MATCH EXISTING GRADES AND SLOPES TO MAINTAIN EXISTING DRAINAGE PATTERNS. LEGEND /4 FINISH GRADE/MATCH EXISTING 100' SSB 100' SHORELINE SETBACK 200' SSB 200' SHORELINE SETBACK 23.0., CONTOUR LINE APRON A PLAN z SCALE: 1 = 20 20 10 0 10 20 40 SCALE: 1:20 DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 AM � 556 FFFT Tn Al I FI FVATInNS SCALE: N.T.S. __Az wd PERMIT SUBMITTAL DESIGN BY DOWL DATE 09.29.20 i/ "9 w CA n Z _ r O In" I n V ►� - �N R-413 713 - K 8 BY APPROVED DATE SYM REVISION BY APPROVED DATE I S W. WASkl� ACCEPTABILITY DRAWN R. TEMPLADO DATE 09.29.20 SUBTITLE GRADING PLAN CHECKED RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 4��0F THIS DESIGN AND/OR ""A ® 4 G ti SPECIFICATION IS APPROVED T. NEU 09.29.20 RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 ENGINEER T. NEU 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) APPROVED BY DEPT. DATE RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30� RT TWN 01.17.18 CHECKED D MURATA 09 29 20 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 �o �,f4 ��� APPROVED SITE 05- I D RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 �SSIoxAL E��l APPROVED CIVIL MASTER RENTON, NIA DWG NO. DOWL REVISION SYMBOL DATE W5184605 — 09.29.20 SEQUENCE NO. Cl 53 clo 05-APRON-A-C153 IF W TOFA �'—�' ' TOFA � CONSTRUCTION NOTES I \ I I I I I I — — —cZm / / / Is ♦ ��� I I __-------- — — --- // �5�� 1 CONSTRUCT TYPE 1 ASPHALT PAVEMENT PER SECTION 4 L ------ !2 -- _ — _ — _ j / // SP/ C502 I _ I Iu CID 2� CONSTRUCT TYPE I STD CEMENT r CONCRETE PAVEMENT PER SECTION C502 Dzm S CONSTRUCT TRENCH DRAIN ASPHALT r3 o /j °� PAVEMENT PER SECTION C511 AY B // �S ♦ 4 CONSTRUCT TRENCH DRAIN I TAXIWAY — — / �. pFP/ ♦ ��� CONCRETE PAVEMENT PER SECTION C! 5111 _— — - T — I TAXIWAY B / �' I — — — — D ♦ ♦ 00 CONSTRUCT REINFORCED CONCRETE COVER PER DETAIL S286 S286 mmm o � I � / (n FE _ ? 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FINAL ASPHALT PAVING LIMITS SHALL BE APPROVED BY 0 Z ° _ �, °-� o I E: 1299248.01 w I � 15 o 1 2 C BOEING CONSTRUCTION MANAGER PRIOR TO FINAL I ° ssg 0 o z SAWCUTTING. a � - p ° nP o ° ° � oo' � rT, _ � N - N: 181669.12 ° 6773 SF REPLACED SG I I I .pt _ - p \ m 0 -,:T- I 1 2. THE CONTRACTOR SHALL SAWCUT FULL DEPTH ALL E: 1299251.13 ° I o CONCRETE PAVEMENT sg w I z w p ` �, z -� PROPOSED PAVING EDGES TO THE LIMITS APPROVED BY STALL I o ° ° I 9 G � BOEING CONSTRUCTION MANAGER PRIOR TO FINAL PAVING. z \ I - I g 5 2 °' ssg ® 0 3. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION O o A 6°_-� ° \ �, 0 SHALL BE RESTORED AT THE COMPLETION OF CONSTRUCTION. I BLDG L THE CONTRACTOR SHALL MAKE A LIST OF ALL PLANTS z 5-103 p ° MATCH ° G o D DISTURBED FOR RESTORATION AND PROVIDE THE LIST OT I ° EXISTING71' o 5 THE BOEING CONSTRUCTION MANAGER. �200 I o ■ O o s� 00 m 200' OFFSET LINE ■ I LEGEND rn I I °oo' �, v° ° p FROM SHORELINE ` --� 0 TYPE 1 ASPHALT PAVEMENTK 2 C502 z I I 51 ° ° J ' ssg BLDG 20°0 I a a s TYPE I STANDARD _ I ° 5-440 W �,, , ,,, CEMENT CONCRETE PAVEMENT C I 1 as m O 200 I N: 181669.12 C502 0 N: 181728.91 sg I o Q I ° 1 E: 1299340.13 w ��°° 100' SSB 100' SHORELINE SETBACK I I E: 1299353.28 5 ° 0_FF °5 I g 2 `n s - 200' SSB 200' SHORELINE SETBACK 6 E� 0 6 8 N: 181728.61 0 s g E: 1299371.61 0 S - DATUM NOTE. Lp I I N: 181670.40 0 15 8' 2 _ _ �0 � STAW _ —� ��" • ' PLANS PREPARED USING NGVD 29 AS THE X MIN- - _ _ 7 _ - ��_ ,1 E: 1299369.63 GR �I - _ - —� 5 EA R / VERTICAL DATUM. TO CONVERT TO NAVD 88 I 100 OFFSET LINE ADD 3.556 FEET TO ALL ELEVATIONS. N 181716 43 FROM SHORELINE00 O O _ A _ _ _ _ �-cW s - N: 181701.55 5' E: 1299380.84- T - - T — �S ® ® • ' I _ ETA = _ _r>� A — — — IE: 1299382.08 - _ - _$� - E ss 0 ® ® - TELEPHONE TRUNK LINE \ - -1,364 SF REPLACED X - -� _- ASPHALT PAVEMENT — X - Q P _= T_E _ ��_E� N: 181710.28 3 © °o ssg FENCE - - - �o E: 1299416.99 S ►� _ BLAST _ 3 s sS I 1 'SS D 3 _ _ ss NO ing m R RO A _ - X ER1ME I \ I 8 TYP 24,55 / m rm ' Dom• N: 181715.88 ' 1� I BLDG E: 1299424.54 X N sg — F\,N — w BL5-43 = DG � � I s x I -n -FW F1�� • o 5-36 A-- KEY PLAN •_ 00 o N `n SCALE: N.T.S. U) i E� jam_ Z' m, �r — RW IN COMPLIANCE WITH CITY OF RENTON STANDARDS _ o m FW CP 16420 0 � 1t� Z FIND PKW DHA-63 0 pNw CpMME o `� R RAVER CEDA D 7D 20 10 0 10 20 40 PERMIT SUBMITTAL DESIGN BY DOWL DATE 09.29.20 pH APRON A PLAN 205 �ZPPKW DC 1 uw T H SCALE: 1:20 SCALE: 1" = 20' z R-413714 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE S w ACCEPTABILITY R. TEMPLADO 09.29.20 PAVING PLAN ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT TWN 04.13.16 - APRON A CI PROJECT - SITE DCN-06 RT TWN 09.27.16 4�� of W;skz THIS DESIGN AND/OR TH CK D 09.29.20 G SPECIFICATION IS APPROVED 40'6BOWL REVISION SYMBOL DATE W5184605 — 09.29.20 SEQUENCE NO. - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 ® ""AaFafAV" ti 50 �o �,f4 4 �p'�s I STER �lSt W SIONAL E� APPROVED BY DEPT. DATE ENGINEER T. NEU 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) �/ SITE 05- I D CIVIL MASTER RENTON, NIA C221 11 APRON A CI PROJECT SITE DCN-01 RT TWN 06.13.16 APRON A SITE STORMWATER IMPROVEMENTS-30� RT TWN 01.17.18 CHECKED D. MURATA 09.29.20 - APRON A CI PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 APPROVED - I APRON A CI PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 APPROVED DWG NO. 05-APRON-A-C221 0 N N IF W 00 / dw0„ZI,/M NI'48G 431105„Z I \ I TUrr I I A�TOFATOFA- INE I —� 1FA\--us_ TOFATOFA TOF PROPERTY LEAS _ . �FA�TOFA TOFATOFA I l.�•l� _ TO —f I I I TOFATOFA � � N: 181400.29 to I I I - TOFA TOFA - - E: 1299234.28 I N: 181401.05 _ I E: 1299243.25 I_ I I I o - I I I �� I � I I I I I BLDG I I I I STALL I - 5 105 STALL BLDG A-5 I I I I I I 5-106 I BLDG A-4 I I � 5-107 I I �o I I II I I I I I o0o I I I II I I I I I II I I I � I — rl-)IN N U I w I w W w I I z O z o ° C 0 s==A O w -= N I n L - - cn � N Z U tz : I �� I PARKING LOT , Ssg - T ---- T _SS — _ -SS - sSe of _ —S — _ v / / / \ SS _ E ' SS OE SS5 -S ss H _ = -SS - OEM ' OE E RIM 3.45 _ / S� ASBANDONOES� E ' i E • •' I i E E ' so E' -- 00 • • E _ - 1,542 SF REPLACED —TOFA- 0 —To FA -TO A CONCRETE PAVEMENT 4 CONSTRUCTION NOTES cn I - CONSTRUCT TRENCH DRAIN ASPHALT r PAVEMENT PER SECTION C511 9' T(P I� 5' TYP ®CONSTRUCT TRENCH DRAIN 1 CONCRETE PAVEMENT PER SECTION I C511 ® FOOTING MARK B PER SCHEDULE AND DETAILS S I BLDG 5-104 n0' ssg CN g N oGR I U SF REPLACED G — A = wASPHALT PAVEMENT _ _ _ _— —_— A= — = E = _ _ — 74,530 q - =_-�� _ =A___- --- A CW -- A-- CW A (� A:::-�__- A--�W Aw��ACW CP215 w c/) A CP 207 ---- E Z SET PKW=-_--__--=1 P Z PKW SET- E _CV�I E-_-- E- � Q BLAST FENCE E- x z z s� x —�V —� — —x 8, Typ c� 0 0 0 0 0 1 S g FW WIZ ssg FW F FW = - _SS - — —SS F_ ssg ABANpONESSEwER — —SS J - _ - -SS _ __ -SS - - T _ T _ _-_ T - OE F S—_ T ---- T 0� CP 209 = -T� OE o o SS _ Z PKW SET OE ' OE o 0 0 0 0 0 _ E ��NE - ER�ME�ER CP 211 I Z PKW SET • / pROPE go • �N w A-�ERW OH1VER CO MMERC�A� CE�p,R R m • I CP 206 ��%�� •' • _��� LZPKW DC 010 0 10 20 40 -�•• APRON A PLAN z • • SCALE: 1:20 SCALE: 1 = 20 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Z S 1 4>� WA. ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWNF 04.13.16 - APRON A ClCI PROJECT - SITE DCN-06 RT TWN 09.27.16 �4�� co - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 i 4 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 -.pl �ECISTV SSIONAL - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 IN COMPLIANCE WITH CITY OF RENTON STANDARDS oG ,y ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED 4I L SUBTITLE 09.29.20 PAVING PLAN 09.29.20 RIM A IE N,j IE S, IE E, BOT i LEGEND 100' SSB 200' SSB TYPE 1 ASPHALT PAVEMENT C 502 TYPE I STANDARD 1 CEMENT CONCRETE PAVEMENT C 502 100' SHORELINE SETBACK 200' SHORELINE SETBACK GENERAL NOTES: 1. FINAL ASPHALT PAVING LIMITS SHALL BE APPROVED BY BOEING CONSTRUCTION MANAGER PRIOR TO FINAL SAWCUTfING. 2. THE CONTRACTOR SHALL SAWCUT FULL DEPTH ALL PROPOSED PAVING EDGES TO THE LIMITS APPROVED BY BOEING CONSTRUCTION MANAGER PRIOR TO FINAL PAVING. 3. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AT THE COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL MAKE A LIST OF ALL PLANTS DISTURBED FOR RESTORATION AND PROVIDE THE LIST OT THE BOEING CONSTRUCTION MANAGER. DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. KEY PLAN z SCALE: N.T.S. PERMIT SUBMITTAL DESIGN BY DOWL R-413715 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09.29.20 1 SITE 05-YD CIVIL MASTER DATE 09.29.20 40'6DOWL CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. C222 C12 RENTON, Wq I DWG N0. 05-APRON-A-C222 CD N N W \ I TO FA � w0 T-TOFA �TOFA � I �TOFA- TOFA \ I I � TOFA TOFA� TOFA I\ ��TOFA I \ I I � _-VI,3Sgj I �TOFA�TOFA I \ _I I A TO I I A �TOFA �TO FA�TOF �TOF I \ I I � I —TO I I I I 3NIl 3SV31 — I I I I I � � slow / I I 1-T STALL STALLI I I II / BLDG A-3 I / A-2 ► 5-108 / I STALL ° I A-1 °° I— I II � ° I I II I� I I I I I / I II i i I ° I II I / I I I I N: 180854.35 E: 1299483.82 CONSTRUCTION NOTES 1 ' CONSTRUCT TRENCH DRAIN ASPHALT C� 3 511 PAVEMENT PER SECTION LJJI I ®CONSTRUCT TRENCH DRAIN z 1 CONCRETE PAVEMENT PER SECTION 1 J C511 1 ri w �FOOTING MARK A PER SCHEDULE AND DETAILS S u JFI I ® FOOTING MARK B PER SCHEDULE AND DETAILS S 1 1 0- � l�l �I I� LEGEND I ° TYPE 1 ASPHALT PAVEMENT( L 0° C502 I �- TYPE I STANDARD 1 1 I I CEMENT CONCRETE PAVEMENT C502 1 00' ssB 100 SHORELINE SETBACK 200' ss1 200' SHORELINE SETBACK I I I II _ 2' N 1,320 SF REPLACED _ �,—� A ° N I � I N: 180690.92 — _ I o II I 2' E: 1299478.93 I , o I N: 180850.93 MIN ASPHALT PAVEMENT �w - A I N: 180538.54 I / MIN r E. 1299466.32 80889 65 _ — s — _ _ — -� w I I — E: 180538..44 Ilo 0 1,550 SF REPLACED I -� E: 1299480.83 P cw cw �� _ I I CONCRETE PAVEMENT g 1LLJ cn 9 I 1,226 SF REPLACED I_ u_ ° -CD LLJ I ASPHALT PAVEMENT VP ° ° �� �,� - - o � g' TYP x cn ° �� 8 3 ° ° g 3 CP 212 z Poi Z PKW SET O I\ ILJI - � � N: 180845.19 s-rs � _ Z° Q d IlljlJ= 7 20, TYP MATCH E: 1299475.80 �_ ° I z I_ N: 180691.76 EXISTING SPACING —�— _ � I 8 N: 180882.35 8 200SS I z -� E: 1299487.89 E: 1299489.48 ° o ° I I —� \�� I I I I L7, I I ~\ \ \ �N. 180539.16 E: 1299499.41) o° Z ° 0Ij ° ° o� O I a_j I I ° 0 F I I I — — I — � o I to I I ®D 0 XX\ I I I I I � I I I 1 I ° IN COMPLIANCE WITH CITY OF RENTON STANDARDS o � ° 0 BLDG 5-08 U 0 mO 01 0 SYM REVISION BY APPROVED DATE SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS < 0 0 9 ❑ 200' OFFSET LINE FROM SHORELINE N: 180847.01J N: 180882.87� E: 1299492.47 E: 1299495.53 vd J ✓ SS° I Zoo I 0 I Ss� 00 0 Q C I Q m BLDG 5-50 100' OFFSET LINE FROM SHORELINE 0 O ❑ SSA BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 ""A RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 Fu S 110000, ISTF NAL ... o� e \ ° ° ecif O 00 O VV D I� ,Z o 1 / jl x N: 180890.16 z E: 1299486.88 Fw FI x = 1 IQ x 1 1 0 I O 0 C� 1 � ss Sy 1 —�o ss 5 — / ss— — 100' � E Ss- ,- ___ x 1 o r ' O — 100 SSB / ® x v \ Q DRAWN DATE SUBTITLE ACCEPTABILITY R. TEMPLADO 09.29.20 PAVING PLAN THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED T. NEU 09.29.20 GENERAL NOTES: 1. FINAL ASPHALT PAVING LIMITS SHALL BE APPROVED BY BOEING CONSTRUCTION MANAGER PRIOR TO FINAL SAWCUTTING. 2. THE CONTRACTOR SHALL SAWCUT FULL DEPTH ALL PROPOSED PAVING EDGES TO THE LIMITS APPROVED BY BOEING CONSTRUCTION MANAGER PRIOR TO FINAL PAVING. 3. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AT THE COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL MAKE A LIST OF ALL PLANTS DISTURBED FOR RESTORATION AND PROVIDE THE LIST OT THE BOEING CONSTRUCTION MANAGER. APRON A PLAN z SCALE: 1 = 20 20 10 0 10 20 40 SCALE: 1:20 DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. r\ L- I I L- -\ I v SCALE: N.T.S. PERMIT SUB DESIGN BY DOWL R-413716 MITTAL DATE 09.29.20 40'6DOWL REVISION SYMBOL W5184605 ENGINEER TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7 C223 APPROVED BY DEPT. DATE T. NEU 09.29.20 CHECKED D. MURATA 09.29.20 APPROVED SITE 05-YD APPROVED CIVIL MASTER RENTON, NIA DWG No. 05-APRON-A-C223 09.29.20 ;E N0. C13 0 N N IF 1 W TOFA�T TOFA \--------- ------ -- __ _ — _ -��- ziI I I I I I I I I I _--- I, TAXIWAY B I _ I � I / I I FA U U��ROFA �1 I I / 11 F R A ��� RO / — ROFA (U) ROFA (U) I � ROFA (U) — � ROFA (U) I I I N: 181662.59 0 35' I —TOFA TO FA E: 1299219.75 voFA-- —TOFA I TOFA - - — A I I TOFA TOFA — � e IA N: 181697.95 \ , L _ E: 1299216.89 Lij STALL z I A-7 0 Q � I z_ �I Izl C I C O I z I I J I I = B- 200 I �I I I rp BLAST FENCE CP 204 Z SCRIBE SET— N: 181665.03 E: 1299249.87 L BLDG 5-103 77�� N: 181671.01 E: 1299272.7! 200' SSB N: 181677.93 N: 181676.52 E: 1299419.86 CP 219 I ---Z MAG SET —N: 181700.42 E: 1299247.16 __—N: 181704.59 E: 1299298.29 �200' SSB �B I N: 181699.69 E: 1299349.01 TAXIWAY B (� x� x� x� _.owl01 SSB X—X�x— �' NpONt� 3 2A AB --- — _ SSB N: 181675.82 E: 1299427.95 N: 181680.55 seE: 1299427.55 g �" 1 BLDG � — � ♦♦/ 5-36 ♦ o BLDG 00 op ow so IN COMPLIANCE WITH CITY OF RENTON STANDARDS CP 16420 ♦ ♦ Z FND PKW DHA-63 Z r D �CP 205 1N Z PKW DC uHW SYM REVISION BY APPROVED ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT TWN - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN - APRON A CI PROJECT - SITE DCN-01 RT TWN - APRON A CI PROJECT - SITE DCN-02 RT TWN - APRON A CI PROJECT - SITE DCN-03 RT TWN DATE SYM REVISION 04.13.16 - APRON A CI PROJECT - SITE DCN-06 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS D D � �Zm TSA, BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 SD D o 0 x Q� BOE/A/Gm C'- 20 10 0 10 20 40 so 00 00 00 ,� TELEPHONE TRUNK LINE PER�ME� ER R�A� E• A C1A� W -�ERW A`( MME R R RAVER �EDA APRON A PLAN SCALE: 1:20 ISTF NAL ... CONSTRUCTION NOTES PAINT 4" WIDE WHITE PAINT LINE PER DETAIL C 503 ©PAINT NO PARKING MARKING PER DETAIL :!:S 503 %__i GENERAL NOTES: PAVEMENT MARKINGS LIMITS SHALL BE FIELD VERIFIED BY BOEING CONSTRUCTION MANAGER PRIOR TO PLACEMENT. ALL PAINT MARKINGS SHALL BE REPLACED IN KIND TO MATCH EXISTING CONDITIONS. REPLACEMENT OF EXISTING PAVEMENT MARKINGS OUTSIDE OF THOSE SHOWN IN THE CONTRACT DOCUMENTS DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. I DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. OHW DRAWN DATE SUBTITLE ACCEPTABILITY R. TEMPLADO 09.29.20 PAVEMENT MARKING PLAN THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED T. NEU 09.29.20 KEY PLAN z SCALE: N.T.S. PERMIT SUB DESIGN BY DOWL MITTAL DATE 09.29.20 BOWL REVISION SYMBOL W5184605 ENGINEER TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7) C226 APPROVED BY DEPT. DATE T. NEU 09.29.20 CHECKED D. MURATA 09.29.20 APPROVED SITE 05-YD APPROVED CIVIL MASTER RENTON, NIA DWG NO. 05-APRON-A-C226 09.29.20 ;E N0. C14 0 N N Lu \=0 I� ROFA (U) \ °D / ROFA (U) ROFA (U) ROFA (U) I TOFA—�TOFA�ToFA I A— / ROFA (U) R=) dW /zl0 M N�*10 -1 so TOFA TOFA _ _ \ I � ROFA (U) � T FA� ROFA (U) TO � I — � — — / ROFA (U) TOFA TO - ROFA (U)-ROFA (U) IFA\44-�_ TOFA B� ROFA(U) TOFA �TOFA � U —PROPERTY LEASE LINE ROFA () I TOFA — �TOFA —� — a �TOFA�TOFA I -, - _ I I TOFATOFA - - � TOFA � TO TO FA ---�- o — I — I — I op I I ❑ � I IT I BLDG STALL — I 5 104 o A— 6 1 z BLDG 0 STALL I BLDG A-5 5-105 I I I Fr' I . I I I I i STALL 5-106 I I I°° 0 I I BLDG A-4 I I I I°° 5_ � I I I I 107 I I I i N N I I I 0 I I II I I I I I I 0II N I z I I I I �° I I I I I I I I 200 SSB I I I I yI I ,I ° z III I I I II I I I I I D I Zoo s B co N N U W W (_ w w cn z O Q so ° R° z I o z 0 CP 213 SET SCRIBE N: 181169.36 E: 1299471.29 Fpl Zoo ss\�) � rgi,&,ST FENCE N: 181161.54- N: 181016.35 E: 1299476.65: E: 1299483.56 -� -- x SS=x—x—x �x—n� zol 2 ADA STALLS @ 9' lYP N x� N: 181030.52 E: 1299504.74 m 14 STALLS @ 9' TYP PARKING LOT N: 181173.04 E: 1299493.41 20o 1 SS oG ® 2 0, SSB a o °GR ° Zoo, ssB N: 181313.20 CP 214 ° ° E: 1299459.51 Z SET PKW a /Zoo° SSB N: 181301.07 CP 216 BLAST FENCE E. 1299460.56 �Z MAG SET I— J- �x--x x x X_x -------------- --- �x�X _x-x-x- x0 ----- — ---------- ��-- 3 � `N: 181183.54 ®/ E: 1299492.07 TYP 13 STALLS 9' TYP PARKING LOT 00 s N: 181315.1 ' E: 1299481.04 4 STALLS @ 9' TYP SSB 200' S Zoo' j:jajj Ss "G ® N a U W CP 215 w CP 207 Z SET PKW _ cn N: 181347.24 Z PKW SET D I w E: 1299456.65 BLAST FENCE w T _ X X �—� - �x—z P �x p x X Q �X_ x �X�x I z x�x�x�x o � � D o o z SB O ��P o ��° 10 � \ 0 1 o sss I o BLDG I I 5-51 �00' ss6 z D AB AND ONED SEWER J � 00' Ss6 �I � la SSB 100 CP 209 ZPKW SET N: 181349.17 E: 1299478.42 14� D sse o SSB S ' ZZ RIM 3.45 ASBANDONOEDo, SSg100 ♦ • _ e p � � W / • 0 .k \ 00 pER1ME� ER RpAD E OHW W �pMME R R��ER pEDA ♦ I CP 206 � � ' • � � 20 Z PKW DC ���� '. • ���'� -ems 10 0 10 20 40 • APRON A PLAN z • • - SCALE. 1:20 SCALE: 1 = 20 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE Z S 1 4>� pF WA. ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 �4�� co— — CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 — APRON A Cl PROJECT — SITE DCN-01 RT TWN 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 — APRON A Cl PROJECT — SITE DCN-02 RT TWN 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 ��.�� �ECISTF `SSIONAL — APRON A Cl PROJECT — SITE DCN-03 RT TWN 08.05.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 W- I CP 211 Z PKW SET IN COMPLIANCE WITH CITY OF RENTON STANDARDS oG ,y ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED 4TE SUBTITLE 09.29.20 09.29.20 TITLE 09.29.20 09.29.20 CONSTRUCTION NOTES 3�PAINT 4" WIDE WHITE PAINT LINE PER DETAIL � o D�INSTALL THERMOPLASTIC CROSSWALK PER DETAIL C o GENERAL NOTES: 1. PAVEMENT MARKINGS LIMITS SHALL BE FIELD VERIFIED BY BOEING CONSTRUCTION MANAGER PRIOR TO PLACEMENT. 2. ALL PAINT MARKINGS SHALL BE REPLACED IN KIND TO MATCH EXISTING CONDITIONS. 3. REPLACEMENT OF EXISTING PAVEMENT MARKINGS OUTSIDE OF THOSE SHOWN IN THE CONTRACT DOCUMENTS DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. KEY PLAN z SCALE: N.T.S. PERMIT SUBMITTAL DESIGN BY DOWL R-413718 PAVEMENT MARKING PLAN APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 SITE 05-YD CIVIL MASTER DATE 09.29.20 BOWL CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. C227 C15 RENTON, WA I DWG NO. 05-APRON-A-C227 CD N N o' Ag \ ROFA (U) I TOFA � O I I ROFA (U) � ROFA (U) � I / TOFA � I I momTOFA ROFA (U) \ TOFA TOFA \ I mom ROFA m / +A ROFA (U) ROFA (U) I }- _ � ROFA (U) � I\ TOFA � TOFA ____TOFA 1 \ � ROFA (U) TOFA I I \ I TOFA TOFA I \ �3Nn 3sv3I I TOGA wow TOFA N TOFA OFA TOFA I \ ' I now I I OFA�TOFA T� I �� I I _ I � 3NIl3S`d31� � �- I 0-� I I I N STALL I � BLDG A-3 I II � � ❑ I STALL 5-108 A-2 I I I I I I I I STALL A-1 / I I 1 I � � I ❑ I I � I I° O I I I I � ° I NI � I I 9 I � I I ❑ I C O O I o �I a I - ° o F -- I I 0 I 10 I I ®0 °< X�\ I I � I I❑ C � I o � I I � I o❑ • � u� N po \\�� I I I I I I I I ° 0 O ° WE IN COMPLIANCE WITH CITY OF RENTON STANDARDS o � ° SSA 0 Lel BLDG 5-08 0 01 O SYM REVISION BY APPROVED DATE SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS N: 180770.87 E: 1299472.63 N: 180761.90- E: 1299473.34 i � I I I � I � I � I � I � b � I � N: 180779.71 N: 180845.E \ I rE: 1299471.93 E: 1299483.E N: 180762.68- E: 1299482.30 N: 180771.65 E: 1299481.60 0 ❑ 0 m �Z J< rn m �j N BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 0 O Z Mow 1 I 1 I 1 I ZI J Q ' J, 1 ui 01 6bII -41 r I O O I °° I � II '� 1 w I w I I w z 0 Q I z I � z I o0 o so 81 I I w 4 N: 180853.77 D z E: 1299483.05 N: 180858.47 _ N: 180889.81 1 c� - - - e E: 1299485.46 E: 1299482.72 N: 180988.50 N: 180904.03 E. 1299488.4CP 212 7 X " 3 E: 1299485.70 -----z PKW SET -------------- e - - --- N: 180780.49 N: 180855.94 3 __ N: 180910.54 Z ss ° ° 5 1 _ N: 180846.28 E: 1299480.90 E: 1299489.62 E: 1299491.70 E: 1299493.18 N: 180854.22 N: 180898.09 0 E: 1299488.01 e O ° E: 1299489.04 O' s� O D N: 180903.13 2° 1 E: 1299493.81 N: 181000.22 00-11 E: 1299505.53 ° 58 2° 1 X o ° SSA 2 O X � � ❑ 1 SSA 1 I °o o a Q o o Q 0 Q Q 1 o sy BLDG I 5-50 0 CD < N00000- "" --- o j ---- + ____ �N R-4137192) DRAWN DATE SUBTITLE s W. ACCEPTABILITY R. TEMPLADO 09.29.20 PAVEMENT MARKING PLAN 4 °F WAs r�r THIS DESIGN AND/OR CHECKED `sl�zl�� �� �G SPECIFICATION IS APPROVED T. NEU 09.29.20 ®co_ °� ENGINEER TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7 APPROVED BY DEPT. DATE T. NEU 09.29.20 CHECKED D. MURATA 09.29.20 APPROVED SITE 05-YD NAL ... CIVIL MASTER CONSTRUCTION NOTES PAINT 6" YELLOW PAINT LINE 2 C503 PAINT 4" WIDE WHITE PAINT LINE PER DETAIL C503 INSTALL THERMOPLASTIC CROSSWALK PER DETAIL r C503 GENERAL NOTES: 1. PAVEMENT MARKINGS LIMITS SHALL BE FIELD VERIFIED BY BOEING CONSTRUCTION MANAGER PRIOR TO PLACEMENT. 2. ALL PAINT MARKINGS SHALL BE REPLACED IN KIND TO MATCH EXISTING CONDITIONS. 3. REPLACEMENT OF EXISTING PAVEMENT MARKINGS OUTSIDE OF THOSE SHOWN IN THE CONTRACT DOCUMENTS DAMAGED DURING CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER. SCALE: 1:20 DATUM NOTE. PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. u C225 KEY PLAN z SCALE: N.T.S. PERMIT SUB DESIGN BY DOWL MITTAL DATE 09.29.20 40'6DOWL CURRENT REVISION SYMBOL DATE W5184605 - 09.29.20 SHEET SEQUENCE NO. C228 C16 RENTON, Wq I DWG N0. 05-APRON-A-C229 CD N N L� LLj 10, \\ I I II cn II - I s � I----------- �- I I III _ -- _--_-� -- - T M „6 u - =1 =z m II - 'I - - o I �I TAXIWAY B I ;I 'I - - CB-1159-20 RIM =21.08 I o I INV (E) = 17.61 N: 181677.60 SDMH-1161-2 _----- SD 928 1299205.88 SDMH-1160-20 SDMH-60 c6-I SOLID LID RIM = 21.00 I RIM = 21.10 TOP 21.1s TOP 21.0 INV (E) = 18.00 I INV INV (S) = 18.34 FL 12.6 INV SE18.77 WL 17.7 4LF 8" DI INV (S) = 18.16 INV (N) = 18.31 BOT 14.9 N: 181710.77 I N: 181678.38 ;I : 1299212.34 E: 1299215.10 7 I I 4LF 8" DI 1 ° ' _ - -- so No I 78 EXISTING SLOT DRAIN _ _ - - '� - oP 120474 1wwwwwwwommm ° 1 wv s 18.e � so--- - __-o ° °° � BOT 17.74 22LF 18" DURASLOT DRAIN SDMH-481 ° u oo ° ° 2 ROWS IM BYPASS 9 REMOVE EXISTING STALL ,I I INV N 16.97 0 7 A7 VALVE VAULT SYSTEM CHAN FL 15 CP 219 EX. 12" STS ° Z MAG SET CP 204 N Z SCRIBE SET 0 o ° CSI ° � qD X ° I xo ° .; p � I �I O ° w n N I C296 C450 i ° ° o ° I I 5 c I STALL ° ° o � z l CDA-7 BLDG Q , , I I 5-103 oD =D oI I I 13LF 12" HDPE o SDMH 1164 20 Ira o °, SDMH 1163A 20 w I I RIM = 22.10 ° I ° g RIM = 21.92 wI INV (W) = 14.63 0 , S° INV (SE)= 16.55 l 0 I (NW) 16.49 p 3 �o° INV (W) 16.55 w z I I NV (S) = 14.63�g ° N: 181700.70 J I N: 181690.12 I = E: 1299351.54 I I I E: 1299357.19 Lj Q 2 I LF 8" DP 4 1 6 LF 15" DURASLOT I DRAIN I I SDMH-1165-20 -- 4 � I RIM = 22.17 ' 15LF 12" HDPE I n I INV (N) = 14.52 RIM = 21.81 - _--_-- N: 181679.40INV (S) = 18.81 E. 1299361.1 1 L _ - - 12LF 18" HDPE ° z 7 NV (W) = 18.81 I I -- - -- _ - CB-1155-20 N: 181723.22 = _ EX. 12 STS ° o ° , RIM = 21.89 1299365.72 �_ 6 PVC @ 0.50% - 1-==_�= Ws�--� -- Q 2 INV (N) = 18.8 T �____ E_--- E- -_- A-- _ _ _ _ _ - c No -5LF 6" PVC ® 0.81 _ _INV (S) - 19.39 - s A SDUMP PUMP II p - _ • 5 -- A---` NV (W) 19.61 5 TOP 21.61 _ INV Nee-.6 - _ - _ LO - - N: 181708.57 x x E _ _ = E �W v-s I - 1 1299366.97 x g g - .-9 - EXd. 6" STS x x J 10o S T FENCE m� BOT 1 1.54 \ - BLAS _ U 2 1 �------------- __x -X-X o 7 - - - -- NppN � S TAXIWAY B � rn x IN 200Sgg OO HED SHON101i GENERAL NOTES: CONSTRUCTION NOTES: / 4� 1. ALL PIPE CONNECTIONS TO STORM DRAINAGE INLETS, 1 48"0 TYPE 2 CATCH BASIN W/ SOLID LID / L / i MANHOLES, CATCH BASINS OR VAULTS SHALL HAVE EITHER C507 LINK SEAL OR KOR-N-SEAL BOOT, UNLESS OTHERWISE 2 15" DURASLOT TRENCH DRAIN ! ' NOTED. KOR-N-SEAL BOOTS SHALL BE GROUTED. C [Z:� TYPE 1 CATCH BASIN W/ SOLID LID C4 00 2. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AS DIRECTED BY BOEING N--,---:- REMOVE EXISTING VALVE VAULT AND VALVES /j CONSTRUCTION MANAGER. // � � ♦ 3. MAINTAIN THE EXISTING FLOW OF STORM DRAINAGE WATER � CONNECT TO EXISTING STRUCTURE /♦ THROUGH THE CONSTRUCTION SITE AT ALL TIMES, 1� CONNECT TO EXISTING PIPE ���(, INCLUDING THE EXISTING PUMPED DRAINAGE LINE AND ♦ ♦ � GRAVITY FLOWS. THE CONTRACTOR SHALL PROVIDE � 18" DURASLOT TRENCH DRAIN C! 511` V" TEMPORARY ROUTING PLAN FOR REVIEW BY THE BOEING CONSTRUCTION MANAGER PRIOR TO START OF � PROVIDE TIDEFLEX CHECKMATE INLINE ♦ Q�� CONSTRUCTION. DOWNSTREAM CLAMP CHECK VALVE Q 60" 0 TYPE 2 CATCH BASIN W/ SOLID LID ( V STALL A-9 X -3 - --3 0 -3 4C� o S LS 3� 3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 05/05/2021 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �0�,�� Q� w� H -� �FGrs sSI'l ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 STS D AIRPORT STORM BYPASS STRUCTURE. C508 c� SADDLE MANHOLE WITH CAST -IN -PLACE BASE N C E m [2--.�:>ABANDON EXISTING PIPE IN PLACE. BOTH ENDS OF THE E A-10 I PIPE SHALL BE PLUGGED AND PIPE SHALL BE GROUTED SOLID AT LEAST TWICE THE DIAMETER OF THE PIPE. SITS o I [B_-.-�> REMOVE EXISTING STRUCTURE. oz 19 REMOVE EXISTING PIPE. z ww �a C 2 MAINTAIN EXISTING STORM DRAINAGE FLOW. PROVIDE I D TEMPORARY BYPASS AS NEEDED. ► clo z KEY NOTE 06 SS rn w 2�' O1 FOR STORM DRAIN PROFILE SEE C29s c3o4-c3o5 z w 200' SS 1 j 2 FOR STORM DRAIN PROFILE SEE O SG C296 C305 I O3 FOR STORM DRAIN PROFILE SEE o c29s C3o5 0 w o N I I O4 FOR STORM DRAIN PROFILE SEE S SG m m m I I I C296 C305 5 FOR STORM DRAIN PROFILE SEE 0 z 0 C296 C306 S I LEGEND: - - PROPERTY LEASE LINE rn �CD - - AIRPORT PROPERTY LINE -FW FV N 100' SSB 100' SHORELINE SETBACK m J In a] 200' SSB 200' SHORELINE SETBACK N ® TYPE 1 CATCH BASIN CJI12) OF mg- / ■ 1' IT i ER = PER1ME� E• - ADD 3.556 FEET TO ALL ELEVATIONS. ONE TRUNK D v r Jz 0 cn 20 10 0 10 20 40 APRON A PLAN SCALE 1" - 20' z 04 L_ L-n I v SCALE: N.T.S. Z PERMIT SUB DESIGN By DOWL SCALE: 1:20 - R-413720 DRAWN DATE SUBTITLE ACCEPTABILITY R. TEMPLADO 09.29.20 STORM DRAINAGE PLAN THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED T. NEU 09.29.20 MITTAL DATE 09.29.20 40'6DOWL REVISION SYMBOL W5184605 ENGINEER TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7 C296 APPROVED BY DEPT. DATE T. NEU 09.29.20 CHECKED ADPPROVREDA 09.29.20 SITE 05-YD - �jl" APPROVED DWG N0. CIVIL MASTER RENTON, WA 05-APRON-A-C296 09.29.20 ;E N0. C17 0 N N Fqa 0 Lu 00o I� \ I I / 00 EXST CB-1 I dw ZO l NId2i—�s RIM-22.10 � I — v I � — I _ � I ammommomm I I I 6tl-3d I I •-0 I II;tl-d(-1 w I I 4 tl-3d I I I v oI I ' w � BLDG I I I A STALL I 5 105 I I I \ I LEASE LINE _ — I PROPERTY_ - -- 4LF 1811 DURASLOT DRAIN .- a 26 0o a 11 - ---------------- 2 - p o0 a I I — EXST CB-2-20 RIM = 22.27 I INV (N) = 19.70 a— N: 181404.66 I E: 1299238.42 III I STALL c 0 A-6cz I 0 BLDG 5-104 � .CONSTRUCTION NOTES: 2�15" DURASLOT TRENCH DRAIN 1 1 C511 [Z:�TYPE 1 CATCH BASIN W/ SOLID LID ! 1 C507 1�CONNECT TO EXISTING STRUCTURE I � � �18" DURASLOT TRENCH DRAIN E_7._�,ABANDON EXISTING PIPE IN PLACE. BOTH ENDS OF THE PIPE SHALL BE PLUGGED AND PIPE SHALL BE GROUTED SOLID AT LEAST PLAICE THE DIAMETER OF THE PIPE. I � V_t::,MAINTAIN EXISTING STORM DRAINAGE FLOW. PROVIDE TEMPORARY BYPASS AS NEEDED. GENERAL NOTES: I II BLDG o — A5 ' — I I �— —co I A I I I mlI DI I� Iv I °STALL 5-106 ° N wA4 ° ° 0 =BLDG cnII 05-107 w I I Iw I 0 I I� DI m II D I I I I I I A p0 n � II I I II I I I I°° II aNf102l9 DIl �'s I I I II \ I I CD I I Zp SSB I I I N II II I I I I II It o 0 � z N _ I 2 Iz r— III 0 I I I I I I I l0 M I I I BREAK --- 0 0 r4-) CD I U w w c/') l w I cr) O ~Q Z to Z O 0 I I f w z U CP 213 ��Z SET SCRIBE - - A _ _ A � - $ A-- A:====E= o y— T_ — — p --- A- r A-E�-= A� c� �� -_ A---- A- CW - 2�0SSB ' -- ,q= A=�= A--€ - - _ _ _ A - CP 214 A=-E= A- -- A CW_�A CW Z SET PKW - L ==E T _-- A -E $ - = A CW A CWA n A CW CW SB P CP 216 �W BLAST FENCE _ _ _ — S =�W= BLAST_ FENCE - F---- E- - Z MAG SET _ _ E - - - E---- E _--- �G iw Zpp' SS G A---- q Z ET _ _ _ ETA gyp, C q = -- A —A-€ -�— A CW W U As q{ qAE�__-= A—- q CW CP 215 -- --- -J� A - - qCW A CW CP 207 - _ _ Z SET PKW - -� _ - - - -�� P _Z PKW SET 7"W -- ��_ E-- ICE--- E o -- 5� (INV (N) = 20.39 W N: 181484 335 FW BLDG FW —" ` E: 1299440.26 _ � F ' -SS - 5 _ 51 1pp, SSB — -SS _ _ — � BANpONEs SEWER — —SS _ TI p, A _ S �- 1 °SSB 1 _ —Ss-- _ _— T -SS - _ T po' SSB FW F T-�S= — T - - - I 0 _ CP 209 0� T ---- T Z PKW SET' SSB _ T __-- T _ SS �= _ D - -_SS--o 0 0 SS- __ 1 / / \ — 'SS SSB —S _ + SS H RIM 3.45 _ �S� ASBANDONED, oL�o� — E — B ' op SS S _ _ E ♦ i IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �� jchavez 05/05/2021 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �0Cr ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 0 K ■ ' - _ , ♦ ♦ ♦ ��SE ' ' CP SET \ __— ♦♦ PR CAp__ , E' ER R ♦ E• oNw , FoN W C�MME R RAVER � � r CP 206 Z PKW DC 20 10 0 10 20 40 APRON A PLAN z SCALE. 1:20 SCALE: 1 = 20 ACCEPTABILITY R. TEMPLADO THIS DESIGN AND/OR TH CK D IW ASH.� SPECIFICATION IS APPROVED ENGINEER ` APPROVED BY DEPT. DATE T. NEU CHECKED ,gas �a D. MURATA eGrSIYE�'' �� APPROVED JS'O NA /alb'" n000n/r=n Ad L SUBTITLE 09.29.20 09.29.20 TITLE 09.29.20 09.29.20 1. ALL PIPE CONNECTIONS TO STORM DRAINAGE INLETS, MANHOLES, CATCH BASINS OR VAULTS SHALL HAVE EITHER LINK SEAL OR KOR—N—SEAL BOOT, UNLESS OTHERWISE NOTED. KOR—N—SEAL BOOTS SHALL BE GROUTED. 2. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AS DIRECTED BY BOEING CONSTRUCTION MANAGER. 3. MAINTAIN THE EXISTING FLOW OF STORM DRAINAGE WATER THROUGH THE CONSTRUCTION SITE AT ALL TIMES, INCLUDING THE EXISTING PUMPED DRAINAGE LINE AND GRAVITY FLOWS. THE CONTRACTOR SHALL PROVIDE TEMPORARY ROUTING PLAN FOR REVIEW BY THE BOEING CONSTRUCTION MANAGER PRIOR TO START OF CONSTRUCTION. KEY NOTE O1 FOR STORM DRAIN PROFILE SEE c3o2 c3o4 O2 FOR STORM DRAIN PROFILE SEE C302 C305 LEGEND: 100' SSB 200' SSB R-413721 STORM DRAINAGE PLAN APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7 SITE 05-YD CIVIL MASTER PROPERTY LEASE LINE AIRPORT PROPERTY LINE 100' SHORELINE SETBACK 200' SHORELINE SETBACK TYPE 1 CATCH BASIN TYPE 2 CATCH BASIN DURASLOT TRENCH DRAIN STORM DRAINAGE VAULT STRUCTURE STORM DRAINAGE PIPE REPLACED ASPHALT REPLACED CONCRETE PANEL GRADE BREAK DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. T_ �_---- C303 m - C295 w1mmml C296 C302 KEY PLAN z SCALE: N.T.S. PERMIT SUBMITTAL DESIGN BY DOWL DATE 09.29.20 40'6DOWL CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. C302 C18 DWG NO. RENTON, WA 05—APRON—A—C302 CD N N Fqa 0 Lu CONSTRUCTION NOTES: I LZ_J I� 15" DURASLOT TRENCH DRAIN wwwwo-mmN3s, C51 1 won= 5 STORM DRAIN CLEAN OUT I \ IOEM I L1J C508 - � l 7� 4 TYPE 1 CATCH BASIN W/ SOLID LID C 507 \ 3NIl3Sd3l 1� � l mom-£d 3d 1 TYPE 1 CATCH BASIN W/ GRATE C507 wwwwwwom1I N I I � I w I 4.. _7249❑ ti w I 4" IA2 I o PEI GENERAL NOTES: N / I PC}A1 I I I 1 1. ALL PIPE CONNECTIONS TO STORM DRAINAGE INLETS, cn N 4" I 1 MANHOLES, CATCH BASINS OR VAULTS SHALL HAVE EITHER G) I 4" PE- 1 / II 4..I z STALL LINK SEAL OR KOR-N-SEAL BOOT, UNLESS OTHERWISE PC -Al M I II STALL BLDG I A-3 NOTED. KOR-N-SEAL BOOTS SHALL BE GROUTED. 4 // � I 5-108 I I 1 l A-2 I I 1 2. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AS DIRECTED BY BOEING / IFt-0 l CONSTRUCTION MANAGER. A / I I lZE ISTALL /❑ I I° ° 3. MAINTAIN THE EXISTING FLOW OF STORM DRAINAGE WATER ° THROUGH THE CONSTRUCTION SITE AT ALL TIMES,Irm A-1 I INCLUDING THE EXISTING PUMPED DRAINAGE LINE AND � 1 / ° ° a GRAVITY FLOWS. THE CONTRACTOR SHALL PROVIDE TEMPORARY ROUTING PLAN FOR REVIEW BY THE BOEING ❑ CONSTRUCTION MANAGER PRIOR TO START OF JillI II °° / I l A I I I CONSTRUCTION. / _ 1 D LEGEND. PROPERTY LEASE LINE AIRPORT PROPERTY LINE 100' SHORELINE SETBACK cc) 100 SSB �f ° c II ❑ l z I I ���000-- 200' SHORELINE SETBACK l pp O / --_- PO'N0='I CP 217 x 200 SSB O N CD--.-C7 'C7Z / /1-------- W�(n 1 J I ° o o J I II / / O0 I ----- _ - _ ----- ---T l �=�N Z MAG SET TYPE 1 CATCH BASIN ° N N m -____ _�____--- - CB-1148-20 I _ I o TYPE 2 CATCH BASIN l II i-----------1----------o RIM = 26.26 �, CB-1 -20 - - - �_-_ - I `� I ---- 4"A UNDER -GROUND INV (S) = 2 4.3 6 N RIM = 25.82 - A CW DURASLOT TRENCH DRAIN �r --I ------------------------- --- / / s INV (E) = 24.36 ---- - -- - INV S = 24.09 -- _ _ _ - w N l --- ____-__ -__-_ __ - () _ _ = W -� cWN w STORM DRAINAGE VAULT STRUCTURE I I --- ----- ------ --- I--� N N: 180849.32-1 ------ «� INV (E) = 24.09 c � _ I I 4 A - _____ --- E: 1299470.96 ER- 2 D 7 "�__ -� -- _ "�_ - N: 180886.00 � srs STORM DRAINAGE PIPE SERVIC - E: 1299485.16 w REPLACED ASPHALT I ____ _-------- �5 ---- - ------- -AIR 7 1 --- ---- p a a 1 7 6LF 10" DI CP 212 X cn REPLACED CONCRETE PANEL 0 ---- - --- --------- z PKW SET - - - - - - - - - - - GRADE BREAK 2 --- " 2 ---------- ---- - --- �---- �N PLACE _ --- + 5 ABANDONED IN-------- ------ I B-1149-201 JJ Jill, ❑I __ ------ �� - _ I \ RIM = 2 6.51------------------------------ z L 116LF 15" DURASLOT DRAIN � _ 7 _ --E-=- --�- p � z KEY NOTE -{ I NDER-GROUND LOWDOWN VALVL INV (W) = 24.27 Zp °� Mo SERVICES �_ -� _ INV N = 24.27 0 CB-1151-20 \ ° ° ° o �� c� 10 FOR STORM DRAIN PROFILE SEE C303 C304 N C 1147-2 () 35LF 10 DI RIM = 25.83 - _ - - h � �° � ��� RIM = 27.00 � N: 180850.68 D - � � ❑ SDCO 735 20 I N V W = 24.06 \ ° � � � E: 1299488.15 O e � ° o RIM = 28.22 I I I INV (N) = 25.51 INV (N) = 24.02 1 D 1 `� APRON A PLAN �\\ 7 \ INV (N) = 26.31 I INV (S) = 25.51 \_ N: 180542.84 ®` N: 180663.97 N: 180886.51 E: 1299491.21 x 1 w SCALE: 1 " = 20' 0 I o E: 1299495.11 E: 1299485.57 S z ❑ 0 0 178LF 15 DURASLOT DRAIN Zpo FW J o � O mm o � _ - �F; X = 20 10 0 10 20 40 o _ _ mill o - � _ � � '` 1 1 Q SCALE: 1:20 F I o o Aoq� O - I � E �0 o o I o\ X DATUM NOTE. \ 0.19 1 PLANS PREPARED USING NGVD 29 AS THE ° I O I SS0 1 I VERTICAL DATUM. TO CONVERT TO NAVD 88 0 0 I ADD 3.556 FEET TO ALL ELEVATIONS. I o � o o o z O I I Q 1 0 $SS � I I I� I I IN I I I I 41. Gs I- OA"tiZ l/ SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A CI PROJECT - SITE DCN-01 - APRON A CI PROJECT - SITE DCN-02 - APRON A CI PROJECT - SITE DCN-03 BLDG 5-08 O I O ssz /ZO 0 O O ° O ❑ ccol o� 0 73 D Z � m O D c� D �n"va N Q NdBd- _ ° - sls -20 CC ", O BY APPROVED DATE SYM REVISION RT TWN 04.13.16 - APRON A CI PROJECT - SITE DCN-06 RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS Q BLDG 5-50 -r, � 4 -m z a2 cn cn rnmry =w d v I N O�ti N N Nd9 I N FT-1 p0 ❑ _ C I rrl I I � NCO I �N cn I- o F71 FT-1 i w O C)/ o 0 NNO N ICI �O \O I c cT N �"Pm wW� "9 w N BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 „9 s . Ss- ' � p• Sg .1p 1 - "F � r SSIB / F _ as x N Ci Q..9 / 1 X 1 �m i } i IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 05/05/2021 I KEY PLAN z SCALE: N.T.S. PERMIT SUBMITTAL DESIGN BY DOWL DATE 09.29.20 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO DATE 09.29.20 SUBTITLE STORM DRAINAGE PLAN CHECKED T. NEU 09.29.20 ENGINEER T. NEU 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7 ) SITE 0 5- i�/ D APPROVED BY DEPT. DATE CHECKED D. 09.29.20 APPROVEDROVED APPROVED CIVIL MASTER RENTON, Wq DWG NO. 40'6DOWL REVISION SYMBOL DATE W5184605 SEQUE C303 05-APRON-A-C303 09.29.20 ;E N0. C19 O 0 Lu 30 25 20 15 10 5 I Ln N 00 N CD Li 116 LF 15" DURASLOT DRAIN @ 0.65% DURASLOT REDUCER 17 LF 10" DI @ 0.50% 35 LF 10" DI @ 0.50% 2 LF 8" DI @ 0.65 o W/ DURASLOT SLOT CAP 4 LF 8" DI @ 0.62% 6 LF 0" @ 5 IE=25.49 4 LF 8" DI @ 0.66% 4 LF 8" DI @ 0.62 0 178 LF 15" DURASLOT DRAIN @ 0.62% DURASLOT REDUCER EXISTING GROUND I W/ DURASLOT SLOT CAP @ CENTERLINE _ IE=23.99 DURASLOT REDUCER DURASLOT REDUCER W/ DURASLOT SLOT CAP W/ DURASLOT SLOT CAP IE=26.29 IE=25.54 CB-1147-20, TYPE 1 CB-1151-20, TYPE 1 RIM = 27.00 RIM = 25.83 292 LF 15" DURASLOT DRAIN @ 0.66% 4 LF 8" DI @ 0.65 o INV 8" (S) = 25.51 DURASLOT REDUCER INV 10" (W) = 24.06 INV 8" (N) = 25.51 W/ DURASLOT SLOT CAP INV 8" (N) = 24.02 IE=24.38 CO-735-20, CLEANOUT CB-1150-20, TYPE 1, SOLID LID RIM = 28.22 RIM = 25.82 INV 8" (N) = 26.30 INV 10" (S) = 24.09 INV 10" (E) = 2 4.0 9 CB-1149-20, TYPE 1, SOLID LID RIM = 26.51 INV 10" (W) = 24.27 INV 10" (N) = 24.27 CB-1148-20, TYPE 1 RIM = 26.26 INV 8" (S) = 24.36 INV 10" (E) = 24.36 Ln � O O O O O n O co Co n Ln 0o 00 co I O N O O O O � 00 O O N CO O O O O I- I- ro co r- Ln o ro Cn 00 ro ro N Ln 0 00 r- 00 � co N-) O N 00 � 00 O 00 O 00 00 I� � O � 00 CD O I� O � I� CD c0 CD U CD CD CD rn Ln N Ln Ln Ln O Ln r--� � � I� � N O N o0 N N o0 N N 00 N N r- N N N N N N O N N r N N r N N O N N O N N O N N O N N O N N L() N N Ln N N O N N L() N N Lc� N N 't N N N N N N ' N N 4 N U o 0 o 0 o 0 CD 0 CD 0 CD 0 CD CD o U o 0 o CD o 0 o 0 o 0 0 0 0 0 0 0 0 CD 0 0 o 0 o 0 o 0 o U o CD CD LL_ w LL_ w LL_ w LL_ w LL_ Ld LL_ LLl LL_ LLl LL_ LLl LL_ LLl LL_ Ld LL_ Ld LL_ Ld LL_ Ld LL_ Ld LL_ Ld LL_ LLl LL_ LLl LL_ LLl LL_ LLl LL_ Ld LL_ Ld LL_ w LL_ w LL_ w 10+00 10+25 10+50 10+75 11 +00 11 +25 11 +50 11 +75 12+00 12+25 12+50 12+75 13+00 13+25 13+50 13+75 14+00 14+25 14+50 14+75 15+00 15+25 15+50 15+75 16-t PROFILE VIEW 9 -STALLS A3-A7 LF 8" DI @ 0.66 4 LF 8" DI @ 0.55 j 292 LF 15" DURASLOT DRAIN @ 0.55% CD m Q DURASLOT REDUCER DURASLOT REDUCER m --I W/ DURASLOT SLOT CAP W/ DURASLOT SLOT CAP L I X. >" AII, OI IE=22.07 IE=22.02 EX. 24 ELEC DUCT BANK � \-EX. 24" EEEC DUCT BANK EX. 24" EEEC DUCT BANK Q I cnI wlz CB-1152-20, TYPE 1 RIM = 23.49 INV 8" (S) = 22.04 INV 8" (N) = 22.04 DURASLOT REDUCER W/ DURASLOT SLOT CAP IE=20.41 CB-1153-20, TYPE 1 RIM = 21.88 INV 8" (S) = 20.39 INV 8" (N) = 20.39 222 LF 15" DURASLOT DRAIN @ 0.507. 4 LF 8" DI @ 0.50% �� DURASLOT REDUCER W/ DURASLOT SLOT CAP IE=20.37 EXISTING GROUND @ CENTERLINE nnl EX. 24" EEEC DUCT BANKl EX. 24" EEEC DUCT BANG ro O � N � 00 M N 't 00 r7 N O I� M N O � r7 N Lo Ln NO N Ln Ln r7 N O M N O � r7 N N M N 't N r7 N r- O M N � O r7 N co C� N N O C) N N rn 00 N N Cn 00 N N rn I� N N Cn � N N rn Ln N N rlo Lo N N rn N N N N N r7 N N N ro N N rn N N N 0) N N N r0 � N N N N O N N N O0 N N 00 N Ln N Ln N N - cD N 00 N 00 - N N N r- N N N Ln rl ) N N U c�U U 00 00 00 00 oU oU oU 00 00 00 00 00 00 00 00 oU oU cDO CD CD CD LL_ Ld LL_ Ld LL_ Ld LL_ W LL_ W LL_ W LL_ W LL_ W LL_ W LL_ Ld LL_ Ld LL_ Ld LL_ Ld LL_ W LL_ W LL_ W LL_ W LL_ W LL_ W LL_ Ld LL_ Li LL_ Li LL_ Li 30 I^ Ln O r� U w 25 I= I� w w cn 20 I� + row -00 16+25 16+50 16+75 17+00 17+25 17+50 17+75 18+00 18+25 18+50 18+75 19+00 19+25 19+50 19+75 20+00 20+25 20+50 20+75 21 +00 21 +25 21 +50 214 DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A Cl PROJECT - SITE DCN-01 - APRON A Cl PROJECT - SITE DCN-02 - APRON A Cl PROJECT - SITE DCN-03 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING JP,� jchavez 05/05/2021 %jl SDCO-735-20 THROUGH CB-1157-20 SCALE-- H=1 "=20'; V=1 "=5' BY APPROVED DATE SYM REVISION BY APPROVED DATE RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 RT TWN 07.19,16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 C3041 C302-C303 I 0 A w 0 w m w w cr) O O Q Cn I w z U Q PERMIT SUBMITTAL DESIGN BY DOWL DATE 09.29.20 R-413723 ""A ,�� ® LCHECKED s �) H G7 OF WASHY �4 F ,9 s tia ,� FGISYEF' ��, ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO DATE 09.29.20 SUBTITLE STORM DRAINAGE PROFILES CURRENT CHECKED T. NEU 09.29.20 SHEET ENGINEER T. NEU 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS ( STALLS A3-A7) SITE 05- I�/ D CIVIL MASTER RENTON, WA APPROVED BY DEPT. DATE D. 09.29.20 APPROVED ROVED APPROVED DWG N0. BOWL REVISION SYMBOL DATE W5184605 - 09.29.20 SEQUENCE NO. C304 C20 05-APRON-A-C304 N m N 35 PROFILE VIEW 7 -BYPASS 35 O W 30 25 20 15 10 5 EX. 2" AIR 46 LF 15" DURASLOT DRAIN @ 0.50% DURASLOT REDUCER DURASLOT REDUCER EX. 24 ELEC DUCT BANK W/ DURASLOT SLOT CAP EX. 12" STS ro c� I W/ DURASLOT SLOT CAP IE=18.99 IE=19.22 EX. 8" EW Lij= EX. 2" AIR 15 LF 12" HDPE @ 0.54% 10 LF 12" DI @ 0.20% DURASLOT REDUCER W/ DURASLOT SLOT CAP 24 LF 24" DI @ 0.20% Lij � I IE=19.26 EX. 2" AIR EX. 8" FWD I- EX. 2" AI R Ln + I4D' 0 77 LF 12" HDPE @ 0.69% cV ¢I 4 LF 8»DI „@ 0.50% ul SDMH-1162_ 20, 48 TYPE 2, S 4 LF 8" D I RIM = 21.35 w @ 0.50% 4 LF 8" DI INV 12" (E) = 18.28 @ 0.50% INV 24'; (W) = 17.85 � EX. 12 IN = 5 _ CB-1154-20, TYPE 1 C13-1155-20, TYPE 1 SDMH-1163-20, 96"0 TYPE 2, FLOW SPLITER RIM = 21.46 INV RIM 8" (E) = 21.89 = 18.97 RIM = 21.53 INV 8" (S) = 19.24 INV 6 (S) = 19.39 INV 24" (N) = 17.80 INV 8" (W) = 19.24 INV 8" (W) = 19.61 INV 18" (E) = 17.00 EX. 24" KI =C; DUCT BANK INV 12" (N) = 18.89 INV 12'; INV 1 (W) = (S) = 16.83 17. EX. 24" E-EC DUCT BANK C13-1156-20, TYPE 1 C -115 -20 PE 1 SOLID LID 30 25 20 15 10 15 INV 12"(S)=18.81 INV 12 RIM = 21.81 (W) = 18.81 = RIM 21.61 INV 12" (N) = 17.84 INV 12" (E) = 17.84 ­t d r7 r- ­t 00 rn CO r7 � 00 ro 00 CO 0 r, � n N N N N N N N N N N N N N N N N N N N Ll- W I LL W I LL W I LL W I LL W I LL Ld1 L, Ld I L, Ld I L, Ld I L, Ld LL -75 22+00 22+25 22+50 22+75 23+00 23+25 23+50 23+75 24+00 24+25 /-,v SDCO-735-20 THROUGH CB-1157-20 DURASLOT REDUCER W/ DURASLOT SLOT CAP IE=19.68 4LF8"DI@0.50% EXST CB2, TYPE 1 RIM 22.27 INV 8" (N) 19.70 SCALE= H=1 "=20'; V=1 "=5' C305IC296 PROFILE VIEW 8 -STALLS-2 30 25 20 15 10 5 0 U W EXISTING GROUND @ CENTERLINE 25 LF 12" HDPE @ 0.20% EXISTING FUEL SPITE CONTAINMENT VAULT URE-795 FUEL SPILL CONTAINMENT VAULT SEE SHEET C513 INV 12" (E) = 16.80 INV 12" (W) = 14.30 12 LF 18" HDPE @ 0.54% 5 LF 18" DI @ 0.74% 56 LF 18" HDPE @ 0.74% SDMH-1163A-20, 48' 0 TYPE 2, SOLID LID 5LF12"HDPE @0.30%J 5 LF 12" DI @ 0.30% SDMH-1163-20, 96"0 TYPE 2, FLOW SPLITER RIM = 21.92 INV 18" (W) = 16.55 INV 18" (SE) = 16.55 SDMH-1164-20, 48"0 TYPE 2, SOLID LID 1 LF 18" HDPE @ 1.01 % INN RIM = 22.10 INV 12" (W) = 14.63 INV 18" (NW) = 16.49 INV 18" (S) = 14.63 SDMH-1165-20, 48"0 SADDLE MANHOLE 0 LL_ 39+41B+50 39+75 40+00 40+25 40+50 40+75 41 +00 41 +25 41 +50 41 +75 42+00 URE-795 THROUGH SDMH-1 165-20 3 SCALE= H=1 "=20'; V=1 "=5' C305 C296 30 25 20 15 10 5 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 05/05/2021 EXISTING GROUND @ CENTERLINE 6 LF 8" DI @ 0.50% DURASLOT REDUCER W/ DURASLOT SLOT CAP IE=18.36 264 LF 18" DURASLOT DRAIN @ 0.50% - - - - - - 4 LF 8" DI @ 0.50% DURASLOT REDUCER W/ DURASLOT SLOT CAP I E=18.29 22 LF 18" DURASLOT DRAIN @ 0.50% DURASLOT REDUCER W/ DURASLOT SLOT CAP IE_18.18 4 LF 8" DI @ 0� � EX. 12" STS SDMH-1160-20, 60"0 TYPE 2, SOLID LID SEE SHEET C508 EX. 8" EW RIM = 21.10 EX. 2" A'R- INV 8" (S) = 18.34 INV 8" (N) = 18.31 INV 12" (W) = 17.57 INV 12" (E) = 17.57 4 LF 8" DI @ 0.50% 77 LF 24" DI @ 0.20% SDMH-1161-20, 48" 0 TYPE 2, SOLID LID RIM = 21.00 INV 8" (S) = 18.16 INV 24" (E) = 18.00 SDMH-1162-20, 48"0 TYPE 2, SOLID LID RIM = 21.35 INV 12" (E) = 18.28 INV 24" (W) = 17.85 INV 24" (S) = 17.85 00 Co N V-) N N N N o Ld C-D LL_ o Ld C-D LL_ RIM = 21.53 INV 24" (N) = 17.80 INV 18" (E) = 17.00 INV 12" (W) = 16.83 INV 12" (S) = 17.86 rn co rn rn0 O coN N rnr0 r7 N N N N N N U CD U CD U CD RIM = 22.17 INV 18" (N) = 14.52 EX 12" (E/W) = 14.3f Lo rn r rn N N N N N N N N N N U CD CD CD CD Ld I L� W LL_ W LL_ W I LL_ PROFILE VIEW 10 -TREATMENT 2 LF 12" HDPE @ 0.20% OWS-0072 RTU-27-20 CPS OIL/WATER SEPARATOR MWS-L-8-24-V-UG SEE SHEET C510 SEE SHEET C509 30 INV 12" (N) = 17.82 INV 12" (W) = 17.72 30 INV 12" (E) = 17.72 INV 12" (E) = 14.66 9 LF 12" HDPE @ 0.20% 13 LF 12" HDPE @ 0.20% 30 25 10 LF 12 DI @ 0.20% 25 EXISTING GROUND 24 LF 24" DI @ 0.20% @ CENTERLINE 25 20 20 00 20 15 15 10 10 5 5 0 C13-1157-20, TYPE 1, SOLID LID 0 0 SDMH-1164-20, RIM = 21.61 48" 0 TYPE 2, SOLID LID INV 12" (N) = 17.84 RIM = 22.10 INV 12" (E) = 17.84 INV 12" (W) = 14.63 SDMH-1163-20, 96"0 TYPE 2, FLOW SPLITER INV 18" (NW) = 16.49 INV 18 (S) = 14 63 RIM = 21.53 INV 24" (N) = 17.80 INV 18" (E) = 17.00 INV 12" (W) = 16.83 INV 12" (S) = 17.86 SDMH-1162-20, 48"0 TYPE 2, SOLID LID RIM = 21.35 INV 12" (E) = 18.28 INV 24" (W) = 17.85 INV 24" (S) = 17.85 0 -5 c0 o m 00 N 00 N (D r7 N rq N u-) L N Ln N 0 1'� N Il N 00 N CO N 0 N N O N N C-D o C-D CD C-D CD C-D CD CD CD CD cD C.D CD CD CD CD LL_ w LL_ w LL_ Ld LL_ w LL_ w LL_ w LL_ w LL_ w Li 30+00 30+25 30+50 30+75 31 +00 31 +25 31 +50 31 +75 32+00 32+25 32+50 32+75 33+00 33+25 33+50 33+75 34+00 34+25 -0+25 0+00 0+25 0+50 0+75 1 +00 1 +25 1 +50 EXST CB-2 THROUGH SDMH-1162-20 SD -1162-20 THROUGH SDMH-1164-20 DATUM NOTE: 2 SCALE= H=1 "=20'; V=1 "=5' C305 C296, C302 PERMIT SUBMITTAL 4 SCALE= H=1 "=20'; V=1 "=5' PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 DESIGN BY DOWL DATE 09.29.20 R-413724 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT ACCEPTABILITY R. TEMPLADO 09.29.20 sy THIS DESIGN AND/OR CHECKED STORM DRAINAGE PROFILES CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 T. NEU 09.29.20 SHEET c of wASHr � SPECIFICATION IS APPROVED APRON A Cl PROJECT -SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% c. ENGINEER TITLE APRON A -SITE STORMWATER IMPROVEMENTS STALLS A3-A7 RT TWN 01.17.18 ® � � APPROVED BY DEPT. DATE T. NEU 09.29.20 ( ) APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 CHECKED �/ qgMGIST �° D. ROVED 09.29.20L SITE 05- i D APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 -� ec�s�E� �``� APPROVED �'�\ APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 04.20.21 +�AL APPROVED CIVIL MASTER RENTON, WA DWG N0. C3051C296 15 10 5 U -5 BOWL REVISION SYMBOL DATE W5184605 - 09.29.20 SEQUENCE NO. C305 C21 05-APRON-A-C305 N O N 1 1 Lu DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION — CITY OF RENTON PERMIT REVIEW COMMENTS — APRON A Cl PROJECT — SITE DCN-01 — APRON A Cl PROJECT — SITE DCN-02 — APRON A Cl PROJECT — SITE DCN-03 — APRON A Cl PROJECT — SITE DCN-06 30 25 20 15 10 I PROFILE VIEW 11-OUTFALL — -r— — E MANHOLE ;HEET C507 IM = 22.17 V) = 14.52 V) = 14.3f RIM = 21.40 INV 12" (W) = 14.82 INV 12" (E) = 14.82 EXISTING GROUND @ CENTERLINE i EX. 12" STS EX. 12" STS EXISTING OUTEALL IE=13.98 EXST SDMH-5, 48"0 TYPE 2 RIM = 23.20 INV 12" (W) = 14.07 INV 12" (E) = 14.07 i 0 I- 0 0 r� -t � 00 _t r� o(D I�00 0— o— nI� ItLo -t 000 'tLo N N co N N N N 00 N N N N N N N N N N N N N N N O N N N N c� CD CD CD CD CD CD CD o CD o CD o 0 o 0 cD CD CD W Li W Li W Li W LL_ W LL_ W LL_ W LL_ W LL_ W Li W Li W Li W Li W 0+00 0+25 0+50 0+75 1 +00 1 +25 1 +50 1 +75 2+00 ,-,,\ EXST SDMH-4 THROUGH EXISTING OUTFALL BY APPROVED DATE SYM REVISION RT TWN 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TWN 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 08.05.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.27.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS BY APPROVED DATE RT TWN 10.28.16 RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 RT TWN 04.20.21 SCALE= H=1 "=20'; V=1 "=5' Q� BOE/NG° C'- 2+25 2+50 2+75 3+00 3+25 C306IC296 30 25 20 15 10 5 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EDEVELOPMENT ENGINEERING ez 05/05/2021 ' ❑� Sy �408 F IV �i�` ` NAL � ��\ [k ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO TH CK D ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. M U RATA APPROVED APPROVED PERMIT SUB DESIGN BY DOWL R-413725 ATE SUBTITLE 09.29.20 STORM DRAINAGE PROFILES 09.29.20 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) 09.29.20 SITE 05-YD CIVIL MASTER RENTON, WA DWG No. MITTAL DATE 09.29.20 BOWL REVISION SYMBOL DATE W5184605 SEQUE C306 05-APRON-A-C306 09.29.20 C22 Fqa 1 1 Lu FW FW I SDMH-1162-20 RIM=21.35 1 N: 181717.04 a �g E: 1299289.18 -- -- -- ---------------\,/ O 7 71 r n A» M I E: 1299292.06 E: 1299301.19 STORMWATER VALVE 8c VAULTS ENLARGED SITE PLAN C4501 C296 5iUALE: 1 =5 CONSTRUCTION NOTES TYPE 2 CATCH BASIN W/ SOLID LID C2 PROVIDE FUEL SPILL CONTAINMENT VAULT PER DETAIL 1 PROPOSED STORAGE VOLUME=5,200 GAL. C513 TOTAL STORAGE VOLUME=11,700 GAL. PROVIDE MODULAR WETLAND STRUCTURE PER DETAIL C 509 ® PROVIDE 96" DIA. FLOW SPLITTER CATCH BASIN PER DETAIL C 509 PROVIDE 5 GATE VALVE & BOX PER DETAIL C508 © PROVIDE COALESCING PLATE OIL -WATER SEPARATOR, OLDCASTLE 816-3-CPS WITH LEVEL FLOAT SENSOR PER DETAIL 1 2 PROVIDE C510 C510 HIGH FLOW BYPASS LINE. 1-11 ® PROVIDE LINK SEAL MANHOLE CONNECTOR AT STRUCTURE PENETRATION. PROVIDE ROMAC COUPLING. 10 PROVIDE GROUTED KOR-N-SEAL BOOT MANHOLE CONNECTOR AT STRUCTURE PENETRATION. CONNECT TO EXISTING STRUCTURE. PROVIDE BOLLARDS PER DETAIL C INSTALL 1.25' FROM EDGE OF STRUCTURE © 4' SPACING. PROVIDE TIDEFLEX CHECKMATE INLINE DOWNSTREAM CLAMP CHECK VALVE. TYPE 1 CATCH BASIN W/ SOLID LID DATUM NOTE: C507 PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - I APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 04.20.21 -- A---- A — .KEY NOTES 10 FOR STORM DRAIN PROFILE SEE C45o c304—c305 O2 FOR STORM DRAIN PROFILE SEE c45o c305 O3 FOR STORM DRAIN PROFILE SEE C450 C305 O4 FOR STORM DRAIN PROFILE SEE C450 C305 �A COMBINED FLOWS FROM Al-A7 TO STORM WATER SYSTEM. FROM STALL Al-A7 TO STORM/FUEL SPILL. Q� BOE/NG° C'- A---- A--- 5 2.5 0 2.5 5 10 SCALE: 1:5 N OTES : 1. ALL RIM ELEVATIONS ON THIS SHEET ARE SHOWN AT THE CENTER OF THE GRATE OR LID. 2. UNLESS NOTED, STORM DRAIN PIPE IS 12" HDPE. 3. PIPE SLOPES CAN BE FOUND ON SHEETS C304-C305. 4. ALL PIPE CONNECTIONS TO INLETS, 60" AND LARGER MANHOLES, CATCH BASINS AND VAULTS ON THIS SHEET SHALL BE LINK SEAL. IF LINK SEALS CAN NOT BE USED A DOUBLE -BANDED AND GROUTED KOR-N-SEAL BOOT MAY BE USED WITH ENGINEER'S APPROVAL. DUE TO WALL THICKNESS 48" AND 54" MANHOLE PENETRATIONS SHALL UTILIZE KOR-N-SEAL BOOTS AS DESCRIBED ABOVE. IN COMPLIANCE WITH CITY OF RENTON STANDARDS LDEVELOPMENT ENGINEERING . . ez 05/05/2021 ACCEPTABILITY R. TEMPLADO THIS DESIGN AND/OR CHECKED T. NEU � F wAs/y/ ro SPECIFICATION IS APPROVED ENGINEER APPROVED BY DEPT. DATE T. NEU CHECKED 9408 4a � D. M U RATA �y eGIST F� C (� APPROVED NA 4TE SUBTITLE 09.29.20 09.29.20 TITLE 09.29.20 09.29.20 PERMIT SUBMITTAL DESIGN BY DOWL R-413726 ENLARGED STORM DRAIN PLAN BOWL REVISION SYMBOL W5184605 DATE 09.29.20 09.29.20 APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) C450 C23 RENTON SITE JOB NO. COMP NO. CIVIL MASTER RENTON, WA DWG N0. 05-APRON-A-C450 N C 0 N IF 1 W TO FA �r ' ' �" ' TOFA � I I I = I 10 � N 0 — 52 �_l— I TAXIWAYB� TAXIWAY B = — i I / � RO ' FA U j ROFA .LU) � I / i ROFA ROFA (U)� R FA I RU) ROFA (U) TOFA i - �FA (U) ROFA (i � TOFA TOFA � TOFA � I TOFA / I FA TO FATOFA �— TOFA _ .0 - mmommom - TOFA TOFA � TO , ' w 1 c I STALL o I A-7 Q z zl of CP 204 Z SCRIBE SET BLDG - 5-103 200' SSB CP 219 Z MAG SET i GENERAL NOTES 1. CONTRACTOR SHALL USE ALL NEW FENCING MATERIALS INCLUDING POLES, FENCING FABRIC & BARBED WIRE FABRIC AND BARBED WIRE FOR REPAIR OF REMOVED SECURITY FENCE SECTIONS. CONTRACTOR SHALL MATCH THE EXISTING FENCE POST MOUNTING UTILIZED FOR THE EXISTING FENCING. 2. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AT THE COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL MAKE A LIST OF ALL PLANTS DISTURBED FOR RESTORATION AND PROVIDE THE LIST OF THE BOEING CONSTRUCTION MANAGER. 3. THE CONTRACTOR SHALL SALVAGE ALL EXISTING GUARDRAIL REMOVED TO ALLOW FOR CONSTRUCTION AND SHALL REINSTALL AT THE COMPLETION OF CONSTRUCTION. ANY DAMAGED OR DESTROYED PARTS SHALL BE REPLACED IN KIND. CONSTRUCTION NOTES 1�INSTALL CHAINLWK SECURITY FENCE DETAIL PER DETAIL CHAINLINK FENCE TO BE SURFACE MOUNTED AS NEEDED � o TO PROTECT UNDERGROUND UTILITIES 2� CONNECT TO EXISTING FENCE. LEGEND -X - SECURITY FENCE ---------------- --- I ���� o a ®. ��� -� � ►1�so 00 X �GR PwR 25 LF SECURITY o l- 0 SN FENCE ® O � ' g sls O 101 LF N. 181670.67 sls o ® ® ® 0 • • LINE SECURITY FENCE E. 1299411.83� ❑ - r, .4n�i� _ �� TELEPHONE TRUNK BLAST FENCE L Z —xx SSB — op so • � 0 •• ---MOO so 00 SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A Cl PROJECT - SITE DCN-01 - APRON A Cl PROJECT - SITE DCN-02 - APRON A Cl PROJECT - SITE DCN-03 �CP 205 i Z PKW DC 1 �1 ONW BY APPROVED DATE SYM REVISION BY APPROVED RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN DD m •wo 00 00 so • 0 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ER R�A� PER1ME� E• RC1A� W C13 M R RAVER CE�A 20 10 0 10 20 40 SCALE: 1:20 DATE I s w 4 �� of WAS �, ACCEPTABILITY THIS DESIGN AND/OR THIS R.`� TEMPLADO 09.27.16 ""Aill ® ��� o�G _ SPECIFICATION IS APPROVED T. NEUD 10.28.16 ENGINEER T. NEU APPROVED BY DEPT. DATE 01.17.18 CHECKED D. MURATA 50 �o Rf4 �4'W Is ��ss ONA� 07.14.20 APPROVED 09.29.20 APPROVED oNW DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. C472 �471 KEY PLAN ❑ SCALE: N.T.S. PERMIT SUB DESIGN BY DOWL APRON A PLAN z SCALE: 1 = 20 R-413727 4TE SUBTITLE 09.29.20 FENCING PLAN 09.29.20 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) 09.29.20 1 SITE 05-YD CIVIL MASTER MITTAL DATE 09.29.20 BOWL CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. C470 C24 RENTON, WA I DWG N0. 05-APRON-A-C470 CD N N Lu -�_60 V� ROFA (U)— ` _°°_ ROFA (U) TOFA \ \ I ROFA (U) ROFA O I —TOFA � TOFA I/ �OFA (U) I TnFA - _ No no \ / ROFA (U)- R (U) dW Z l0 M NId2i �S"� TOFA T0� LINE FA U) P RO P ERT`( LEASE �� I TOFA�T FA sommommomm_ U ROFA (U) ROFA ( I FA � TOFA I I _ _ _ / ROFA () I A TO ROFA (U) ROFA N) � a - --- ------ �TOF - -- ' TOFA ----------- —T�F\� TOFA � ROFA (U) � ROFA (U) � TOFA I / To FA I I TOFATOFA TOFA- _ � � _— TOFA TO so I I I I I —TOFA� M we � F, I I op I ® I BLDG I I STALL - I 5 104 A— 6 I I � STALL I BLDG I I I 5-106 5-105 � = I ' A-5 I � STALL BLDG � � I I °� I o° A 4 II I I I I I I I I I I II �o I °� I I I I I I Igo I I I I II I I I I I I I II I i i Io f o - I nI I I I I I I I I I e) Ind SSB PARKING LOT GENERAL NOTES 1. CONTRACTOR SHALL USE ALL NEW FENCING MATERIALS INCLUDING POLES, FENCING FABRIC & BARBED WIRE FABRIC AND BARBED WIRE FOR REPAIR OF REMOVED SECURITY FENCE SECTIONS. CONTRACTOR SHALL MATCH THE EXISTING FENCE I POST MOUNTING UTILIZED FOR THE EXISTING FENCING. 2. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AT THE COMPLETION OF CONSTRUCTION. THE CONTRACTOR SHALL MAKE A LIST OF ALL PLANTS DISTURBED FOR RESTORATION AND PROVIDE THE LIST OF THE BOEING CONSTRUCTION MANAGER. I 3. THE CONTRACTOR SHALL SALVAGE ALL EXISTING GUARDRAIL REMOVED TO ALLOW FOR CONSTRUCTION AND SHALL REINSTALL AT THE COMPLETION OF CONSTRUCTION. ANY DAMAGED OR DESTROYED PARTS SHALL BE REPLACED IN KIND. CONSTRUCTION NOTES 1�INSTALL CHAINLINK SECURITY FENCE DETAIL PER DETAIL ^ I CHAINLINK FENCE TO BE SURFACE MOUNTED AS NEEDED � o � TO PROTECT UNDERGROUND UTILITIES 2� CONNECT TO EXISTING FENCE. LEGEND X SECURITY FENCE -1- 200' SS � G U + SSB CP 215 200 e CP 207 Z SET PKW I W Z PKW SET w o °GR ° 200+ SSB CP 214 D Cn ° Z SET PKW------,,,,558 LF SECURITY BLAST FENCE w ,SSBD© 0 Li FENCE-� x X cn 700 �X Z 1 _X-X-x- ' SSB CP 216 BLAST FENCE X Z MAG SET �X�X�X-X-x o 0 0 0 0 m o o Oo B D -X lul o o O K� �X X e 10 ' SS BLDG 5 - 51 100' SSB I D ABANDONED SEWER I w 100, SSB I z PARKING LOT 100' SSB I 0 U CP 209 0� Z PKW SET DATUM NOTE: SSB 10 • 558 � � ♦ ♦ 1 ss H - _ RIM 3.45 ASBANDONEEDO, SSB00 o so so oo i 00 I ' ♦ ♦ — w' SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES —APRON A Cl PROJECT RT TWN 04.13.16 — APRON A Cl PROJECT — SITE DCN-06 RT TWN 09.27.16 — CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 — APRON A Cl PROJECT — SITE DCN-01 RT TWN 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 — APRON A Cl PROJECT — SITE DCN-02 RT TWN 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 — APRON A Cl PROJECT — SITE DCN-03 RT TWN 08.05.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 lit D mot o � 0 0 CP 211 ' ♦ �� Z PKW SET OPERA op R ' •00 DER RSA pER1ME E• _ I I 0Nw O"w RC1A� W COMME I 0N* R1VER KEY PLAN CEDAR SCALE: N.T.S. Z CP 206 Z PKW DC 20 10 0 10 20 40 EM SCALE: 1:20 Q� ""Aill/A/Gm C'— NAL ... APRON A PLAN �G o� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED AIL SUBTITLE 09.29.20 09.29.20 TITLE 09.29.20 09.29.20 PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. PERMIT SUBMITTAL DESIGN BY DOWL R-413728 FENCING PLAN APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 SITE 05—YD CIVIL MASTER RENTON, Wq I DWG N0. 40'6DOWL REVISION SYMBOL W5184605 C471 DATE 09.29.20 05-APRON-A-C471 10611111►�'111111111 C25 O ui I / ROFA l�) — \ ROFA (U) � I TO � 0 I I / (U) � ROFA (U) ROFA (U) �� I \ / � TOFA � TOFA _____TOFA � I I ROFA T FA�TOFA I , GENERAL NOTES �TOFA (U) ROFA (U) ROFA (U) I � 1 I ROFA (U) TOFA1. CONTRACTOR SHALL USE ALL NEW FENCING MATERIALS �� I Iwwmwmwmmw3NIl 3SV31 NOON I I 1 INCLUDING POLES, FENCING FABRIC BARBED WIRE FABRIC ROFA —TOFA � TOFA ___TOFA I \ OFA TOFA � TOF � I � � I I � � I ❑ I I � I I° o I I I ��I ° I NI I I I � ❑I o � O I I ° ® g ❑ ❑ j 0 I 0 a I— ° o F I I 7 ❑ -- I I ° I I I l0 I I0 CD °< XX� I I � I S �— I — � I❑ C I I o �I I I I I I I ❑I� oI J SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A Cl PROJECT - SITE DCN-01 - APRON A Cl PROJECT - SITE DCN-02 - APRON A Cl PROJECT - SITE DCN-03 0-7 , � STALL A-1 TOFA NOON AND BARBED WIRE FOR REPAIR OF REMOVED SECURITY FENCE I I SECTIONS. CONTRACTOR SHALL MATCH THE EXISTING FENCE saw snow mom POST MOUNTING UTILIZED FOR THE EXISTING FENCING. I I I 1 2. EXISTING LANDSCAPING DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AT THE COMPLETION OF CONSTRUCTION. I I I o— _ THE CONTRACTOR SHALL MAKE A LIST OF ALL PLANTS 00 I DISTURBED FOR RESTORATION AND PROVIDE THE LIST OF THE I -❑ I I BOEING CONSTRUCTION MANAGER. OA� I wiBLDG I / I I STALL Z 3. THE CONTRACTOR SHALL SALVAGE ALL EXISTING GUARDRAIL 3 II I I I 5-1 07 REMOVED TO ALLOW FOR CONSTRUCTION AND SHALL A-3 W REINSTALL AT THE COMPLETION OF CONSTRUCTION. ANY BLDG I cn DAMAGED OR DESTROYED PARTS SHALL BE REPLACED IN KIND. / I STALL 5-108 I w — ' I I I / IA-2 I � I � I I I II I, I -,I o I I 000 0 II I I al o I I I 1CONSTRUCTION NOTES ❑o 1 � INSTALL CHAINLINK SECURITY FENCE DETAIL PER DETAIL 1 0�-6 / ° CHAINLINK FENCE TO BE SURFACE MOUNTED AS NEEDED C W0 / I I , TO PROTECT UNDERGROUND UTILITIES �� / ❑ I I I I � CONNECT TO EXISTING FENCE. V N _�\ —� —�- —°- ao a: To r I o 0 C.7 IN 0 0 0 BLDG 5-08 00 co 0 p+ S zo 0 / o � � o 0 o • c�c0l OK: 0 Q S� J S 0 - p 2p o / S8 0 230 S BY APPROVED DATE SYM REVISION RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS C ❑I 0 ED L� 0 O 0 o Q Q BLDG 0- 5-50 ❑ Lo cr , I�6�_�7 1 BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 QD RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 so O O 0 1 N: 180984. P E: 1299477. CP 212 Z PKW SET SECURITY 55�' ° FENCE Zoo \I N: 180985.44 �. E: 1299490.13 U 0 1 1 X 1 1 1 1 p, se .1p 1 1 LEGEND I X SECURITY FENCE D w Iw 2 I �cn - ----- IV Z Ool a 2 � � Q J ' p o ILA APRON A PLAN w Z SCALE: 1 " = 20' z X v 20 10 0 10 20 40 IQmm I SCALE: 1:20 DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE O I VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. 0 I / C472 L4 (I KEY PLAN SCALE: N.T.S. Z IN COMPLIANCE WITH CITY OF RENTON STANDARDS ISTF NAL ... �G 0 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED PERMIT SUB DESIGN BY DOWL R-413729 4I t SUBTITLE 09.29.20 FENCING PLAN 09.29.20 09.29.20 I TITLE APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7 09.29.20 SITE 05-YD CIVIL MASTER RENTON, NoNo. MITTAL DATE 09.29.20 BOWL REVISION SYMBOL DATE W5184605 SEQUE C472 05—APRON—A—C472 09.29.20 ;E N0. C26 CD N N Lu 4'� 14" PORTLAND CEMENT CONCRETE (4,000 PSI) 6" CONTROL DENSITY FILL (CDF) OR CRUSHED SURFACING BASE COURSE COMPACTED SUBGRADE AS DIRECTED BY GEOTECHNICAL ENGINEER TYPE I STANDARD CEMENT CONC PAVEMENT (14" YARD) NOT TO SCALE C502 C221-C223 SAWCUT 0.70' TRENCH WIDTH 4'± SAWCUT 4" HMA CL 1 /2 PG 64-22 6" CRUSHED SURFACING BASE COURSE. COMPACTED SUBGRADE AS DIRECTED BY GEOTECHNICAL ENGINEER TYPE 1 ASPHALT PAVEMENT SECTION NEW ASPHALT PAVEMENT SEE GRADING PLAN FOR PAVING LIMITS VARIES SAW CUT NEW CONCRETE d' 14" p------- 4„ ROUGH FINISH CONCRETE 4 ° p AND TACK COAT--------T____ i PAVEMENT CUT SECTION NOT TO SCALE 0502 C221-C223 1 /2" JOINT SEALANT PER MAX SPEC. SECTION 321373 #5 @16" O.C. EAC H WAY 4" 7" p° d SEE JOINT DETAIL 6 C502 a p 4L 14» p 1-%4"Ox2O" A615 GRADE 60 SMOOTH EPDXY 3" 1 " EXPANSION CAP COATED DOWELS AT 16" OC SLIP FIT ONE END PAINTED & OILED NON EXTRUDING PREMOLDED COMPRESSIBLE MATERIAL EXPANSION JOINT DETAIL (EJ) pd' d NOT TO SCALE C502 C221-C223 #5 @16" O.C. EACH WAY SEE JOINT DETAIL 6 C502 4" a p d 4. p 14„ 7„ a p 1 y4"Ox20" A615 GRADE 60 SMOOTH EPDXY COATED DOWELS AT 16" OC ONE END PAINTED & OILED CONSTRUCTION JOINT DETAIL /�8 NOT TO SCALE #5 @16" O.C. EACH WAY 4 7 A d C502 I C221-C223 d a. " SEE JOINT DETAIL 6' p a 14 C502 A a 1 /"Ox20" A615 GRADE 60 SMOOTH EPDXY COATED DOWELS AT 16" OC ONE END PAINTED & OILED CONTRACTION JOINT DETAIL NOT TO SCALE C502 C221-C223 NEW CONCRETE EXISTING CONCR �s1 NOT TO SCALE C502 C221-C223 1 /g" � a - - - - - - - - - ° a 4.5"± CONTRACTION JOINT p°a 12"± p p 1 /2" JOINT SEALANT PER d4p ° ° °. ° 1 Y"�x20" D-14" MAX SPEC. SECTION 321373 A615 GRADE 60 SMOOTH EPDXY COATED DOWELS AT 1 /8"±1 /16" 16" OC. DRILL HOLE INTO EXISTING CONCRETE &EPDXY DOWEL INTO DRILLED HOLE. DOWEL END IN NEW CONCRETE TO BE PAINTED AND OILED. CONCRETE FORM NEW DOWEL NEW CONCRETE d \ d d d II 1 -I 1 p4,1 ° d . ADDITIONAL DOWEL----,,.,jl A d TEMP LATE 11 I l d p p 11 II ° d d 1 1 I l p 4 DOWEL TEMPLATE DETAIL NOT TO SCALE C502 C221-C223 SYM REVISION BY APPROVED DATE SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES —APRON A Cl PROJECT RT TWN 04.13.16 — APRON A Cl PROJECT — SITE DCN-06 — CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES — APRON A Cl PROJECT — SITE DCN-01 RT TWN 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% — APRON A Cl PROJECT — SITE DCN-02 RT TWN 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC — APRON A Cl PROJECT — SITE DCN-03 RT TWN 08.05.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS CO MA EX BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 09.29.20 EXPANSION / CONSTRUCTION JOINT CONTROL JOINT DETAIL (CJ NOT TO SCALE i i- U C502 C221-C223 IN COMPLIANCE WITH CITY OF RENTON STANDARDS fSTE NAL m ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED EXISTING JOINT DETAIL NOT TO SCALE 6" 14" j <4 d d d p 4611YAKey,VAw #Al —PROVIDE 1-1 /4" Ox2O" SMOOTH EPDXY COATED DOWELS AT 16" OC. ONE END PAI NTED AND OILED d ° j,�6 p ;4D 12„ p.. o�Q O :• Q RECOMPACT EXISTING BASE COURSE TO 100% COMPACTION DENSITY FILL (CDF) 24 L6" CONTROLLED " 6" CRUSHED AGGREGATE BASE COURSE HAR DSTAN D TRANSITION NOT TO SCALE C502 I C221-C223 AIL SUBTITLE 09.29.20 CIVIL DETAILS 09.29.20 PERMIT SUB DESIGN BY DOWL R-413730 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09.29.20 SITE 05-YD CIVIL MASTER RENTON, Wq I °wc No. MITTAL DATE 09.29.20 BOWL REVISION SYMBOL DATE W5184605 SEQUE C502 05-APRON-A-0502 09.29.20 ;E N0. C27 6 1 C) 1 W 3 \-YELLOW N0. 33538 SKIP CENTER LINE 6 YELLOW OR WHITE PER PLAN All nr I Inlr 4 WHITE NO. 37925 PEDESTRIAN AND PARKING LINE NOTE: PAINT MARKINGS PER FAA STANDARDS. LONGITUDINAL PAVEMENT MARKING DETAILS SCALE: NOT TO SCALE PED MAN LAYOUT SHALL ALTERNATE AS SHOWN 4" PAINTED WHITE EDGE LINE i el 3EE PLAN DINT PER BOEING DECIFICATIONS C503 I C226-C228 4"$1 r L F �„ WHITE PAINT L —0 PEDESTRIAN PATHWAY SYMBOL * PEDESTRIAN PATH *PED PATH WIDTH 4FT-6FT INTERIOR 4FT-8FT EXTERIOR NOTE: CENTER PED SYMBOL BETWEEN STRIPES WHEN NO FENCE IS PRESENT. CENTER PED SYMBOL BETWEEN FENCE AND STRIPE WHEN FENCE IS PRESENT. P ED ESTR AN PATHWAY MARKING DETAILS SCALE: NONE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES —APRON A CI PROJECT RT TWN 04.13.16 — APRON A CI PROJECT — SITE DCN-06 RT TWN 09.27.16 — CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 — APRON A CI PROJECT — SITE DCN-01 RT TWN 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 — APRON A CI PROJECT — SITE DCN-02 RT TWN 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 — APRON A CI PROJECT — SITE DCN-03 RT TWN 08.05.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 C5031C226-C228 Q� BOE/NG` ri- NAL WWII RED VI\ WHITE PAINT \VLVVI\YY I.JL JL UI\ \J\UIVI I\ IJL I LU\I\YY I.J , VI I ,.,SITE TO DIRECTION OF ADJACENT VEHICULAR TRAFFIC) NO PARKING STRIPING SCALE: NONE CENTER CENTER IN IN LANE LANE 10 ii �6"MIN.(TYP.) 24 8"(TYP.)—STRIP 8"(TYP.)—OPEN LANE (TYP.) LANE 8"(TYP.)—STRIPE CONCRETE LINE GUTTER LINE 1 TRACKS—) TRACKS —)TRACKS./ TRACKS * TYPICAL 4-LANE ROADWAY CONFIGURATION * NOTE: FOR ROADWAYS WITH MORE OR LESS LANES, THE SAME CONFIGURATION APPLIES. KEEPING THE THERMOPLASTIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELLED PORTION OF THE LANE TO MINIMIZE THE WEAR ON THE THERMOPLASTIC/PAINT. _ + PUBLIC WORKS THERMOPLASTIC/PAINTED ROVE P 27 DEPARTMENT CROSSWALK o T THERMOPLASTIC CROSSWALK DETAILS SCALE: NOT TO SCALE C503 I C226-C228 C503 C226-C228 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED ATE SUBTITLE 09.29.20 09.29.20 TITLE 09.29.20 09.29.20 R-413731 PAVEMENT MARKING DETAILS APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 CIVIL MASTER SITE 05-YD PERMIT SUBMITTAL DESIGN BY DOWL RENTON, Wq I °wc No. ItDOWL W5184605 C503 DATE 09.29.20 05-APRON-A-0503 09.29.20 C28 6 1 1 W 3 STRAND BARBED-WIRE APRON ON EXTENSION ARMS, GALVANIZED AND VINYL COATED CORNER, END, '-- TOP RAIL OR TENSION WIRE OR PULL POST ___� HIllml BRACE RAI L TIE WIRES OR CLIPS, TYP TRUSS ROD 1 (3/8" MIN DIA) z CONCRETE BASE co rr) 16" MIN DIA _ T 10'-0" MAX CONC DATUM NOTE: O I i� �- BLACK VINYL COATED CHAIN -LINK FABRIC (9 GAGE, 2" MESH) BOTTOM OF FABRIC TENSION WIRE z Q GRADE I � N co 1 � N 10'-0" OC MAX LINE POSTS TO BE EQUALLY SPACED CHAIN -LINK SECURITY FENCE DETAIL SCALE: NONE TRUSS ROD, /z /Q" AJIKI n10 TRUSS ROD AND BAND TENSION BAND (15" OC MAX AND WITHIN 4" FROM TOP AND 30TTOM OF FABRIC) 1 /2" TYP TENSION BAND II\VJJ I\JD (3/8" MIN DIA) BRACE RAIL CLAMP PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A Cl PROJECT - SITE DCN-01 - APRON A Cl PROJECT - SITE DCN-02 - APRON A Cl PROJECT - SITE DCN-03 C5041C470-C472 TENSION BAR TO ENGAGE EACH FABRIC LINK TENSION BAR omo — CARRIAGE BOLT END OR GATE POST - BARBED-WIRE OR TENSION WIRE 0 Li TENSION BAND FASTENING DETAILS � SCALE: NONE C504 C470-C472 TIE WIRES OR HOG RINGS, TY LINE POST HOG RINGS, TYP 9-GAGE STEEL TIE WIRES (2'-0" OC MAX) BLACK VINYL CODED CHAIN -LINK FABRIC (9 GAGE, 2" MESH) TOP OR BRACE RAIL NO. 104 EYEBOLTS (TYP.) 16" MIN C (TYP) DOUBLE SWING GATE DETAIL SCALE: NONE 9-GAGE STEEL TIE WIRE (15" OC MAX AND WITHIN 4" FROM TOP AND BOTTOM OF FABRIC) ROUND POST ATTACHMENT DETAILS SCALE: NONE BY APPROVED DATE SYM REVISION BY APPROVED DATE RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 i i- C504 I C470-C472 NAL m 3 STRAND BARBED-WIRE APRON ON EXTENSION ARMS, GALVANIZED AND VINYL COATED BALL TOP GATE POST (TYP.) TOP HINGE (TYP.) ACK VINYL COATED FAIN -LINK FABRIC GAGE, 2" MESH) OD FRAME (TYP.) /8" 0 HOOK )LTS (TYP.) 'X3/4" STRETCHER 3 (TYP.) 9TTO M NGE (TYP.) C5041 C470-C472 LOCK PIN, TYP 0 I �s 3/8" PLAIN PIN RIVETED FLUSH, TYP 3/8" PLAIN PIN RIVETED FLUSH, TYP CORNER POST EXTENSION ARM DETAILS SCALE: NONE BARBED-WIRE, TYP o I C5041C470-C472 #8 AWG SOLID COPPER WIR- FENCE POST 3/4" 0 COPP STEEL GROUT IN COMPLIANCE WITH CITY OF RENTON STANDARDS ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED FE MOLDED EXOTHERMIC WELD OR APPROVED CLAMP -TYPE FITTING OF COPPER GROUNDING DETAIL SCALE: NONE C504 C470-C472 GENERAL NOTES 1. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. BLACK VINYL COATED CHAIN -LINK FABRIC SHALL BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA. 2. ALL REMOVED ACCESS GATES ALONG FENCE LINE TO BE REPLACED IN KIND. 3. CONTRACTOR SHALL USE ALL NEW FENCING MATERIALS INCLUDING POLES, FENCING FABRIC & BARBED WIRE FABRIC AND BARBED WIRE FOR REPAIR OF REMOVED SECURITY FENCE SECTIONS. CONTRACTOR SHALL MATCH THE EXISTING FENCE POST MOUNTING UTILIZED FOR THE EXISTING FENCING. 4. FOR BLAST FENCE FOUNDATION DETAILS, SEE SHEET ####. STEEL POST SCHEDULE MINIMUM OUTSIDE DIMENSIONS (NOMINAL) USE AND SECTION FABRIC WIDTH 84" TO 96" CORNER, END AND POSTS TUBULAR - PULL ROUND 2.875" OD LINE POSTS TUBULAR - ROUND 2.375" OD TOP, BOTTOM AND RAILS TUBULAR - BRACE ROUND 1.66" OD PERMIT SUB DESIGN BY DOWL R-413732 Alt SUBTITLE 09.29.20 FENCING AND GATE DETAILS 09.29.20 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09.SITE 05-YD CIVIL MASTER MITTAL DATE 09.29.20 BOWL CURRENT REVISION SYMBOL DATE W5184605 - 09.29.20 SHEET SEQUENCE NO. C504 C29 RENTON, Wq I °wc No. 05-APRON-A-0504 CD N rn CV 40 CLEAN SURFACE AND BOTI blul AREA: PROVIDE! UNIFORM CONTACT''= THE SURFACE ARR9 b�E BAD€CT1ON MUST 0E' MORTAREDt� TREZO TO "A EEA of` A_ E­ ZECTrM 3 NEENAH DRAINAGE INLET FRAME AND GRATE C512 OR SOLID LOCKING LID FRAM E.AND VANED GRATE_ :1GjU5f WIN SECTION r I®®®L�IL�IdL�JL�JII�III�IL�' Il�ltll>TES. 'T:: THE COVER OR GRATING OF A CATCH BASIN SHALL NOT BE -ADJUSTED TO FINAL GRADE UNTIL THE FINAL ELEVATION OF THE PAVEMENT GUTTER. DITCH, OR SIDEWALK IN WHICH IT IS TO BE PLACED HAS BEEN ESTABLISHED AND UNTIL PERMISSION THEREAFTER IS GIVEN BY THE ENGINEER TO MORTAR IN PLACE IN ACCORDANCE WI.0TH N✓ SDOTlAPWA STANDARD SPECIFICATION 7.05.3. -- -- :-SHIMS SHALL NOT -BE USED TO SET FRA/u1FsT0 GRADE `i:HEUSE10F SHIMS IS PROHIBITED 3. A CONTINUOUS LAYER OF MORTAR SHALLIBf PLACE�BETIiYEEN �ADJuSTMENT RINGS AND,BRICK3 IiS Tp 'LA'CEMENT -ONL-Y.BYAPP—� OFT-H-EiClTY-:.THEUSE „KS':I B I P-ER-M-IrMD WHERE THE BK ARE S EATF-kRLo)____N 1 'Yr N 5` BA5£ SECTION SHALL-@ SEAk ED TO THE BOTiOWAREAOF THEE STIOVIENT'SECTION WITH.MORTAR: :6°, MfSRTARS�HAL-L41M ETI HER QUIREMENTS®F WSDOTIAF?WKSTANDARDS ,ECIFIC/4 ION9�(143�- T SPECI FICATIOIFTIRG HOB€�'�iE'7�5'S TfGAT`; At3Fi=INEC ]G13pJ1�iQNS IF1' A . N �120.3(2) .8; ]uKSRTAR SgHAL-L-'BE-MtXED--Age.-FP-L-- ED _PAR WN ACTURER'S-®IREC PIONS: i9 FRAME SHALt., RE ADJF15� Di i FAVEFiENT �y 1S F1 17iGFRAMET3 EQSfI:®VFj f �4 NT: I EP HETf WITH AZMg IIEDGE of SL�FFIGt1 JV7:L><iNGIH ALL IVOItC11� JUINIT�BHWOB'-_ E: - MMED Mwli A5WiS��L1ER111!LiE NOTED t1A1�MY9N'G TS No-77T&S'E'a!3LE kf, .a.� PUBLI.0 WORKS' __ _ _ P a "VA RTIVI ENT -CATCH :BA-s N 1—N&T-A L1M1,01 warYwst..dM,vamr !bATF CATC H BASIN N STALLAT O N SCALE: NTS S $SEE R C507 C296, C302-C303 3 NEENAH DRAINAGE INLET FRAME AND GRATE C512 OR SOLID LOCKING LID FRAME AND VANED GRAB A , rA-'v a-roR za-: L ONE #3'BAR 160P`FOI FORCEMENT DETAIL INCREMENT (SPACED I SEE. NOTE 1 RECTANGULAR_-AWUSTMI NT SECTION. ,� r. l 4 rI #3 BAR EACH CORNERS / I #3 BRTfEACR (PIPE ALLOWANCES f MAXIMUM PIPE MATERIAL LOIAMETEk 4NFQRCECFOR10L•N 12 !CONCRETE i9SL1�1GiETAIJF,(PE �' r PSSPj.: 1fI3 PFID I ti'J2Q, i ;12" �G?l�D WALLIPVC, - jSTD.=SPEC "512(3] '15" FPROfi t_W_ ALLrP'fC� 115^ iSTp l SPEC 8 5i 0',, 7} ORRu?A Ell; Pt PENE TORM ISEWER-P,P ems: ACCEPTABLEALTERATk S R� ,I;Hq�tVhl fINTHPPRECAST_BASESECT,ION IBERS.[PLACEDIN ACCORDANC E W I T H "STAN D-ARD-rSPE CI FI CATION 53�(9)j.'_�R.WIREM_ H! V1N A'MINIMUMA 0.12 SQUARE INCHES PER F 07•SHALL'B,.-USED,W ITH THEMINIMUM REQU_IRED`REBAR-SHOWN IN THE_ ALTERNATIVE_ PRECAST BASE 5ECrtON-' W IRE. MESH SHALL -NOT B E PLACED IN THE KNOCKOUTS: AS'AN ACCEPTABLE ALTERNATIVE TO THE REB' P SHOWN IN THE RECTANGULAR ADJUSTMENTSECTIN;IINIREMESH HAVINGA'MINIMUMIAREAOF D 12 SQUARE IINCNES PER. FOOT MAYBE U=. 2. THE KNOCKOUT;DIAMETER SMALL NOT BE GREATER THAN 20", KNOCKOUTS SHALL HAVE A'WA 'L THICKNESS OF 2- MINIMUM TO 2-5^ MAXIMUM.. PROVIDE -A:1:5" __.. MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND^THCj OUTSIDE OF THE PJPE,,A0TERTHEp,IPft 4S INSTAL-LED,� , FILL-THE"GAR W4TH JOINT WtORTAR IN ACCORDANCE- WFGH ID F _9W._3_ 'T Mi X.IMUMZEPTHlFFKDMA THE FNISHED GRAQ�;Iq "'r u5WEST PIPE INV5RT,SIjALLJ8E,5 FEET, 47 T1=1 FR.4M'E AND iGRATEIMa$T 8E IfSTALLE}AIITT FLANGE DOWN, [5 PRECAST BASE SECTTON:MAYiFiAAT/E RCi NDE¢ _ L OR. AND THE3NALI�SQW,tiktLS7RIe8 TrA'W-,EiF 1 H 24V OR STEEP,6 -Is.� THE OPENING ISHALIL EE. EA�UREDWI_AT- E1f4P E PRECAST BASE SECTION If .ALLPICKUP.HQLES'SHALL 8E OUTED FAfiPEtTi11 IINLET HASSEEN PLACED. US GROUT TYP€7ffm- d40hr-SHRINK APPLICATIONS IN ACCORDANCE MTH 'STANDARD ,SPECIFICATION 9-20.3(2). r, EGRADERINGS_AND T1NGSS_0_A L-FBE-SET±6N Of TA,RjN-ACtbRDANCE LTH STANIARD SPECIFICATION-9'04 3 THEN APPLY, MORTAR TO- INSI©E t�IND106 TSIDE OF ALIL JOINTS; RINGS; RISERS7AS 4[Y I ?f MORTAR IL 6EiMIXFD 4ND IsPPL�..0 l," ACTURER'SOtRECTION . 10.. FRAME SHALLBEADJUSTEDTOPAVEMENT`GRApE TAPPING"UNTILE,RAME"IELOSH WIYHPAVENItIJT - . DETERMINED WITH ASTRA93HTEDGE OF. SUFFICIENT jIlEIR1.�TI�- It ," 'LLhrhORTJ1 ;I $$HALL'BE TRIMIVIEq FFkUSH AND SEE NOTE 1 EMA(N NISIBIE .PON COMPLETION., __`�P,I!; A VIE PRECAST BASE'SECTIQN - - �1NLESf�DSNERIMI5EINQTED 9RhW,HG IS I40TT�D SE'1iLE" iS} rici [ PUR C WflRRKS - - APPROVED' L-EFART-MENT CATCH BASIN TYPE 1 - _ I Its WIN ®r�l P.4 9A PRE&"T BASE `SEGTEON #3BAR EACH CORNER 18" r,IJN,: CITY OF RENTON CATCH BASIN TYPE 1 S286 SEE REINFORCEMENT DETAIL ,.NEENAH CATCH BASIN FRAME AND G OR SOLID LOCKING LID : RECAST:,.W TH: RTWW cATCI !E ASINIIDIMENSIONS FEINIiy1QiA- CATCH BASIN ;MIN WALL f MIN:'gASE MAXkMUM OISTANCE DIAMETER THICKNESS ITHICKNESS KNOCKOUTISIZE IBETWEEN WCNOCKOI;DrtS NOTES:', !A"$'' I wl i hip by AEIS. 22" 8" 18"' S0"' s: TREsb7Ttslali3F't�REresfH'�AstAMAv>E I7?^ SLOPED,.TOFACILITAT€GLEANING; k 7RE_RECTfflm" FR`ATv1F M OR"ATE_MUSTSE INSTALLED ,WITHTHE LAANGE--DOWN--THEIFiiXME' yTq" 12.` �f2" K08" CAST INT(jj'k�E`,4C7;JH3STMENTSECTION- A ;KNOC GI —EFTS SHALL HAVE A WACL THICKNESS O-F-2 MINIMUM T62-5" MAXIMUM PROVIDE A 1,5" MINIMUM GAP BE TWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THr PIPE ALLOWANCES PIPE AFTER THE PIPE IS INSTALLED. FILL THE GAP WITH - JOINT MORTAR IN ACCORDANCE WITH STANDARD- � - IP,IPE MATERIAL WITH MAhIMWA 0JAM tEI SPECIFICATION 9-04:3: `CATCffSASIN 5 ALL'�E_RfN�`a�aJ_R'RT S,rAND`C�IRM SHALL BE SET DIAMETER - CONCRETE - f 'L111�'-F�I'6 t'I30LILT.WI,ILI-. ICPSSA "' 'c Z NWORTAR-IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04 3` �36' 6'_ WHEN CONNECTING TO A NEW PIPE USE A'FI.EXIBLE .,: - CONNECTOR (KORiVSEAL BOOT WITH CORRUGATED- 1 6 I rB0"` 36" W2' 36" b2' -ADA[_'TER-OR APPROVED EOUAL).WHEN CONNECTING TO I AN EXISTING PIPEr'USEA FABRICAT€D SAND COLLAR OF THE SAME MATERIAL -AS THE CONNECTING PIPE:- I r, MORTAR$RAWL_BE Tv1txEI5 91?1F5 APP[IE6pER [ MANUFACTURER'SDIRECTIONS:. II420- 156" $4' i6D" fhb" S'., RA�LLB€SRJUS�]J�V€MENT:GRAD€BY + 'ram" �18�- '06" ;6Or ?48" TAPPING UNTIL-.ERAME IS-EL-USH-WITH_PAVEMENT-AS t-CpRRUGATEDP. . YTF�L+ENE TOR SEINER-PIPE,{STD'SPEC,'t9= DFTFRPIIJED W,7F1,Ih'STRAIGHT EDGE OF SUFFICIENT LENGTH; SPEC 905.fi� BAUT ZORTAR JOINTS SHALL BE TRIM�_1E_I� RRIfflNf7 'REMAIN VISIBLE UPON COMPLETIO& 72: 9z' iSa• 2"_� r48- �48• 46' S9" 42" fi A8" Ir '48" u�L��€�iH�u>sa<{Hr�a �s3nawrsN� �s tTn�r��E,Eni� -- 3I D.ilPLA1V-`201:00 RDBCICWORKS' om CATCH!$;tkSlN TYP..2 PR ' EPARTI1ilEINT G_AZ 0 0f2014I wu• wmwem"„new f�T C TY OF RENTON CATCH BAS N TYPE 2 ('_2 DacuSign_EnVclope ID. 7CDD, f8BC C8± 39E-9366 C64B__BOF8BBB7 cs1z csiz C507 C296,C302-C303,C450 Jll� i SA-MLE G _ auTi � IQ, i c iiflik.i iw 90ff( �'T P-ASE PUg= I# .It RAM ;�1iF t fe P�A�Ie SFR >r -- -- .-1 _ - ^r --- - _ _ I > rt, IPA?,: 44 �� 1 �1 Ail TAf a _ 11T T9 S A65Wa L, . rrot gPt 55 CC6 �A T§PF - - -..N r { i €' 11 TLI TFTFsIC? L 35 AId - Ff L G Ib �F _ "Thil.3 &I - - � E w > ;SAT ! - PFTE F� u tl�}$'f 'kus-.'t�'l ' FA -L 93E � F `zQMQLL Lw-AX lk'l T C AT71UEL PT, ME WW M, TPJE C77r�� 6TrS#_IkijFL9 fI'z` I� LLIU FDA` I&.!pFi1[- EK_ N ff I1�f�'I£ Fa.Vr'EK Nig-TEi-' Wj-iw � PUBLIC WO KS DT FIART IVI E NT SAbdl:£ MANHOLE ' WllrH CASffWlIkAAt I STO. ;PLAN - 400:6 AZ CITY OF RENTON SADDLE MANHOLE NTS C507 C296, C302-C303 NTS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE �0�,w" ® D c. of W� Q -� '�� s ���VAI ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 — CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 — APRON A Cl PROJECT — SITE DCN-01 RT TWN 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 — APRON A Cl PROJECT — SITE DCN-02 RT TWN 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 C507 C296, C306 12" MI 18' ME SEE A PLAN VIEW A WATER SECTION A -A VALVE BOX LID WITH EARS IN DIRECTION OF 2" SQUARE WATER MAIN AND WORD OPERATING NUT "WATER" CAST INTO IT CONCRETE COLLAR FOR LVES IN PAVED AREAS 4-1 /4" DIA. 1/8" MIN. THICKNESS DIECE CAST IRON VALVE X, RICH-SEATTLE TYPE OLYMPIC FOUNDRY 1" STEEL LENGTH AS REQUIRED 1 /8" MIN. THICKNESS / 2-1/4" INSIDE MEASUREMENT 2-1/4" DEPTH VALVE OPERATING NUT EXTENSION VALVE OPERATION NUT EXTENSION NOTE: EXTENSIONS ARE REQUIRED WHEN VALVE NUT IS MORE THAN THREE (3) FEET BELOW FINISHED GRADE. EXTENSIONS ARE TO BE A MINIMUM OF ONE (1) FOOT LONG. ONLY ONE EXTENSION TO BE USED PER VALVE. NOTE: ALL EXTENSIONS ARE TO BE MADE OF STEEL, SIZED AS NOTED, AND PAINTED WITH TWO COATS OF METAL PAINT. v11ulaLV,raN:40LIM2I• II36*3 VALVE MARKERS SHALL BE EQUAL TO CARSONITE UTILITY MARKER VALVE MARKER POST TO BE USED FOR ALL MAIN LINE VALVES OUTSIDE PAVED AREAS T 38" -I 1 62" IIIILI�I III II -,I III I 3" MIN. WIDTH 24" VALVE MARKER POST WHITE POSTI *INV STD. PLAN — 330.1 PUBLIC WORK,VALVE BOX, MARKER & OPERATING DEPARTMENT NUT EXTENSION MARCH 2Og0 GATE VANE NTS IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 05/05/2021 :01 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN R. TEMPLADO CHECKED T. NEU ENGINEER T. NEU APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED 41 L SUBTITLE 09.29.20 STORM DRAINAGE DETAILS 09.29.20 C507 C296, C302-C303 PERMIT SUB DESIGN BY DOWL R-413733 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09 SITE 05-YD CIVIL MASTER MITTAL DATE 09.29.20 BOWL CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. C507 C30 RENTON, Wq I DWG NO. 05-APRON-A-0507 CD N rn N \ rn FL: W Aocu&-gn nvelope ID. 6EECFSB6-607A�4F4AzB4-36"A3]7AA6388 #6 BARS7",SPACING -@ VL -20xW.24171a.e449 12',(TYR� �:: FOR W' biA IIHOLIE MARS 12"� N' MIN. -I MAX,, 84" or 96" FLAT SLAB TOPI PREFABRICATEfJJ12" MIN #5 BAVS 6"-SPACING ' T.9 LIZ (MAX.; X24�. r - DI 'HOLE` (TYP1 - - - 14 10112' MAX. - r I �w LKSLAW--w �L •L, - _ - ` �Tow,_ - ®PACING 24, 42'IMAX: MIN I L' oo oo Xlo -2U-1 o - -24-D- c PIKOL€—I - TYPIC71L;aRIENTATIM IFCCEW1RREf` f_niR'aCCTRn Er IFOR ACCESS AND STEPS_ -I - 11",MIN.1 1,w,MAX:, BUJ;ui�60" F "I8LAB I ��� I�.�'. � ' 12tro Is20! - I ON 543 BAR HOOP FOR - II - _ EOIf�LRj SEE NO,T6,� _ k _ J12�,LIR2d• -TONE k3 BAQ MOOP FOR'(#'IREIGHTI C" ULAR AD'JUSTFIIENT SECTION RECTANGULAR ADJUSTMENT SECTION NOTES: ,f,(�SN `ANACCEPTASLE".TERJJATIVEIrU'RW EBAR RFIMESHI/AWNG'ArMINik4uKI'AREAQ I 0.12-SQUARE INCHES PER F00;,fMJ BE`USE& FOR AILIUS WENT SECTIONS. UNLESS OTHERWISE NOTED, DRAWINGIKNOT16SCALE{NT5) DS 5fD. PLAN 404.66 PUBLIC-IWORK51 � MISCELLANE0U-5DETAILs4oR APR t�� 4E�aRT ENT DRAINAGE STiRUCTURESI _ - ' CITY OF RENTON MISCELLANEOUS DETAILS NTS DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 GOTHIC, 0 0JI 0o UI !` O STORY p - _ I I II ❑ 0 0 0--i d f!A 6!A } -I 1f5 017i�y • fi%8, --16 SS $OCKETI WEAO CAP h^ t-5"DIA I (] PPEN', OICKHOLE --� 1' SCREW (ALLENHEAD) WIWSHRS ON A $1 DIA BOLT CIRCLE PLAN VIEW FRAME SECTION fCASt, FR-O-k ft ME AND 1• yir� QJ p. IV C�'EASS, N -ASP NOT" -ASP - CLEANOUT RISER, SEE NOTE 2 SOIL,TIGHT 45 SSEN—IO ^- SOIL TIGHT COUPLER, UNDERDRAIN:-FOOTING - J�=f RI FTPE'SEENOTE I I I r: Jt ���IIIIII 70OVERFLOW, -- STRUCTURE OR STORMI MAIN -EXTEND CLEANOUT,. RISER `2' ABOVE DESIGN PONDING L V I N PER PLAN -DESIGN PONDIll (ELEVATION 4r COM P,ACTED SANG OR GRAVEL` BACKFILL IFORI PRAINS'I PER WSDOT,9-03.12(4): 4 5 AN C508 C296, C302-C303 L L57� COVER SECTION FEE_2NC0 GASKETED -0-- IKUAPOi, SIMILAR 147STREAMBED COBBLES PER WSDOT 9-03 1112f CLEANOUT,IRISER, SEE NOTE2- - I, CLEANOUT RISER LOCATED WITHIN BIORETENTIONIPONDING AREA JCONTINUED ON TYPICAL CLEANOUT CONFIGURA "N NOTES. 1:, iDIAMETERITO•BE��6-INCHES MINIMUM PRIVATE; 8-INCHES' MINIMLIM•PUBLIC. UNDERDRAIN RIPE -PER STD!rPLiLN 262:1>-Ol 2s CLEANOUT RISER -SHAD SSE SAME MATERIAL AS CONNECTEd UNbERDRAW1 .,FFOOTING DRAIN COLLLECTOR:IOR ROOFIORAIN•COLL-ECTOR RIPE: 3" F RNLI COCIER.�E1 L BE EJ PRpDUCTS`3fi75ZIFI XND3675APfORAPPROVEQ96WL (COVER TO BE LOCKING VITA ALL -EN READ T; MARKEQ "STORM'•I]R ('DRAIN 4.FOR ULbCC JOUTS FULLY OR PARTIALLY WItHIF UNPAVED AREAS OUTSIDE Of BIORETENTIQN PONDINGFUi POUR B' THICK: 2'x2',SQUARE CONCRETE Ct-d'L AR ARO HA AVEAMINIMUM 0-M-PRESSIVE STRENGTH OF,3,000PSI, GRNRRAt, N0#EB:� -CL�ANQUT9,OF* 01DRAW FCOTaNG1,pR/tIMCOLL'ECTOR,,�L68EIN$T�A, L-EDAT�A:AIINIMUMOFIEVERI�1QQF�E . EVERY 90 DEGREE`bR SECOND 46 OEGRE"ENO,`ATTHE ENWOF EVERY (COLLECTOR (PIPE?;SAND ATIEACH END OFAN UNDERDRAIN PIPEINOTCONNECTEDTO� :b4ERFLOW SfifiUCTUREL_OLEANOUTS' LSHALLiL BE' INSTALLEDTO ALLOW, TOR MAINTENANCE -ACCESS ITtI ALIT"PIPES(„ l-�'FITTJNG SM -.@F. % II-71 MT': C, �EL�ANOUT�SI=R SHAL��EI�Q(JATE6;�UISIPESLA13fOREIEN110NP9NDlN6SNMERE POSSBLE.: A., :CLEANOtiT5lSHAL.LINOTi i3 LorATED W'f-Fi N.RHE-g REET-TkAVEC L*Nlf- IWNL.ESd'OTHERwrSEIAPPROVEO-BY,TNEF& YL. L�INLt.55 OTHERYPISE NOTE�DRAWINC� i5 NOinTO,SLAIF' NTS] ♦ PUBLIC WORKS ed by: - j 5TIIJA S M CNLEANO-QT • WaTfin Pasha STORM SYSTEM CLEANOUT DETAIL 3 NTS M6, C302-C303 SYM REVISION BY APPROVED DATE SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT TWN 04.13.16 - APRON A CI PROJECT - SITE DCN-06 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES - APRON A CI PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% - APRON A CI PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC - APRON A CI PROJECT - SITE DCN-03 RT TWN 08.05.16 1 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS BY APPROVED DATE RT TWN 09.27.16 RT TWN 10.28.16 RT TWN 01.17.18 RT TWN 07.14.20 RT TWN 109.29.20 KICCKIAU D-7A0Q—D')C CDDIKIP ACCICTrn . .:_ ,.:,-,;,.:.. <....per,r���.�.�:..e..��oe�>rs.-i�.0o3.,iia/x��\�Ttir/7,r![sEli'°•,,��7ti`/i�r/�'°�G:;�%i�.%/%f/:C�'�'Y; SECTION A -A SCALE: 1 "=1' FRAME AND BOLT DOWN LID CLEANOUT ADAPTER NEENAH R-3487 7 WITH PLUG 3" +: MIN CLEANOUT SCALE: NONE K .. .. •. v . A R. • . 's 2 #5 REBAR HOOP HDPE OR PVC PIPE 6, C302-C303 3" FRAME AND BOLT DOWN LID MIN NEENAH R-6461-BH SEE NOTES. a 'a 2 #5 REBAR HOOP ° CAST IRON VALVE BOX, RICH-SEATTLE TYPE OR OLYMPIC FOUNDRY NOTES: 1. STORM LINE VALVE LIDS SHALL BE MARKED "STORM" AND SEWER VALVE LIDS MARKED "SEWER". GATE VALVE AND BOX DETAIL__ 5 NTS C508 C296,C302-C303,C450 ACCEPTABILITY R. TEMPLADO a� I �h THIS DESIGN AND/OR CHECKED ® 'C F wASH.�, ,o � SPECIFICATION IS APPROVED T. NEU 1 I APPROVED BY DEPT. I DATE IT. NEU CHECKED O D. M U RATA E�` A V NAL ��APPROVED A i a� s6 f 8" DI (PIPE THROUGH / e R" nI (INi 9LF 12" HDPE (AIRPORT STORM BYPASS INLET) SECTION B-B SCALE: 1 "=1' NEENAH R-3498-R2S, SPRING ASSISTED AIRCRAFT RATED HATCH PER DETAIL 4/C512 RIM EL=21.10 n ,Q a ' a �1 If 8 DI (OUT) !Ii IE=18.31 5.57t -SUBGRADE NEENAH R-3498-R2S, SPRING ASSISTED AIRCRAFT RATED HATCH PER DETAIL 4/C512 LT�gi; •1T1 �1T�1 '�j�l�lil �ITl,ltil 1l M j�1114 ��Ij�l�l�l�l�lt \ I-1 I-�j�ll 1 , J LINK SEAL OR KOR-N-SEAL BOOTS (TYP) I I, — 1 — — — — — — — — — — — — + — — — - 4LF 8" HDPE (FROM ONSITE DURASLOT DRAIN) 6LF 8" DI (SOLID PIPE THROUGH) 7LF 12" HDPE (AIRPORT STORM BYPASS OUTLET) �4LF 8" HDPE CONNECT TO DURASLOT DRAIN (TO WQ TREATMENT) PLAN NTS SDMH-1 160-20, AIRPORT STORM BYPASS STRUCTURE (60 0 - TYPE 2) SCALE: 1 ��_, R-413734 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` In jchavez 05/05/2021 4TE SUBTITLE 09.29.20 STORM DRAINAGE DETAILS 09.29.20 _ 09.29.20 TUE_ APRON A -SITE STORMWATER IMPROVTMEN-6 (STAIN -A 09.29.20 SITE 0 5-Y D CIVIL MASTER u PERMIT SUB DESIGN By DOWL C508 I C296,C305,C450 MITTAL DATE 09.29.20 41fLD CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. C508 C31 RENTON, WA i DWG NO. 05-APRON-A-0508 1 Q 1 0 W SITE SPECIFIC DATA PROJECT NUMBER 10472 PROJECT NAME BOEING APRON A PROJECT LOCATION RENTON, WA 7REATMENT REQUIRED VOLUME BASED (CF) TREATMENT FLOW (CFS) 0.5288 PEAK BYPASS REQUIRED (CfS) - IF APPLICABLE 2.45 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 17.72 N/K 12' OUTLET PIPE 14.66 N/K 12" PRETREATMENT 870ft IRA 71ON DISCHARGE RIM ELEVATION 21.68 21.68 21.68 SURFACE LOAD LOAD LEVEL 9 PER ASTM C1802 FRAME If COVER 2 EA 36' X 36'I3 EA 36' X 36' 024" TOTAL INDUSTRIAL MEDIA VOLUME (CY) 7.96 ORIFICE SIZE (DIA. INCHES) 5 EA 0 1.92' N07ES. INDUSTRIAL MEDIA MIX REQUIRED. INDUSTRIAL �� MEDA BED PATENTED ______________________.___ .................................. 'k. ' ................. PERIMETER .� t,. .:=%,�� .si+�:a'a• ' - �:" -s• F :.;•N % ��� _ -: 5:=y.• .�,..;;•s.;!?'>., '�-�:'' �+.-•' .la ,s.�-•••kr Fr,:'t s3: �_,�... ..;• •ra :?:*-ss'�:._, , 5 K w,� ti,.�.. nl�`,'G . fF� � �.;- ±�•;+ik„Y ��'. _. .� r• q-,.3'?' ; ri'' .rtia'�s�rs�. ,� I VOID AREA s' VERTICAL -. •, , S ��i.�.4pisC ryyA�3� :5 . Y�e ,,� �_�i' yt'iW^t. f YT"�nl-4 Y''„ yLT�n Sli+ S .i?.�S��L,'tL::i•_ 3 w w :. '+.`4 L-y-'A�'-,t'�. Y�,,f.� � V. '� 9�'S�.S -Wr I. UNDERDRAIN I }.a fit.;-VY Y �. N f.� .: :�s Y'Ai^r,�-9`„~.•;i., , 4� _3^�,4 ; a,_•;: ,4 �•zv;^I 4.-UM T�' MANIFOLD 1 PRE-RLTER CARTRIDGEC! ❑ ID - ❑ ' ... ❑ ❑ ❑ [ --- -- INLET PIPE _ OUTLET PIPE SEENO1ES NEZ7VAF! FOUNDRY SEE NOTES H47CH R-3498-R2S PLAN 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. INSTALLATION NOTES 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND NEENAH FOUNDRY APPURTENANCES /N ACCORDANCE W17H THIS DRAWING AND THE HA7CH R-3498-R2S MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED /N 21.66 MANUFACTURERS CONTRACT. RIMIFS 2. UNIT MUST BE INSTALLED ON LEVEL 84SE: MANUFACIURER RECOMMENDS A MINIMUM 6' LEVEL ROCK BASE UNLESS SPEClF7ED BY THE PROJECT ENGINEER CONTRACTOR IS RESPONSIBLE TO VERIFY 177 PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS IE IN 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OU7TZOW PIPE 17.71 MUST BE FLUSH W17H DISCHARGE CHAMBER FLOOR. ALL GAPS PEAK Ha 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 NEENAH FOUNDRY - MANHOLE R-3491-GL NEENAH FOUNDRY MANHOLE R-3491-GL I FLOW I ]- a CONTROL 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING IE OUT PIPES 6'- I 24'-0' 1,6' 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, t25'-O" MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND TELEVATION VIEW C ES ES C FE W E HA H TO MATCH R NlS HED S URF ACE UNL S SPEI/ D OTERH lS 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UN17S W1774 VEGETATION. 7. CONTRACTOR RESPONSIBLE FOR CONTACTING MODULAR WETLANDS FOR AC77VAT/ON OF UNIT. MANUFACTURES WARRANTY /S VOID W17H OUT PROPER ACTIVATION BY A MODULAR WETLANDS REPRESENTATIVE. GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 7w mwor oar u4r eE PR 2 ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO f%WU70 Br ONE OR MORE OF CHANGE: FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGH7S 7W f0U.0WX us PAOn 7,425,264 7,470,36z 7,674,37R PC PRO AND ACCESSORIES PLEASE CONTACT MANUFACTURER. a•X816� MAIM FORM R& MOO OR BA#R PA780 PEi W PR MODULAR WETLAND STRUCTURE STANDARD DETAIL (RTU-27-20 SCALE: NTS it ,I C/L 1 1 1 1 1 1 1 1 1 1 9'-4' , r\ LEFT END VIEW CA. 1 i ��N. , 0 Q I Harp _ •_ - I,, : RIGHT END VIEW C509 I C296,C450 NOTES: SECTION A -A N CITIES: SECTION B- B 1. ALL STRUCTURE PENETRATIONS SHALL UTILIZE LINK SEAL CONNECTION. IF LINK SEAL CANNOT 3. FUEL CONTAINMENT VAULTS SHALL BE PRECAST, GEOMETRY AND DESIGN CONFIGURATION NTS 1. ALL RIM ELEVATIONS ON THIS SHEET ARE SHOWN AT THE CENTER NTS BE UTILIZED DUE TO WALL THICKNESS OR PIPE ANGLES KOR-N-SEAL BOOTS SHALL BE SHOWN ON THIS SHEET. SEE STRUCTURAL PLAN SHEET S286 FOR DETAILED STRUCTURAL OF THE GRATE OR LID. - - USED. KOR-N-SEAL BOOTS SHALL BE GROUTED PRIOR TO BACK FILLING STRUCTURES. DESIGN OR THE CONCRETE VAULT. 12" HDPE (OUT TO FUEL CONTAINMENT VAULT) 2. UNLESS NOTED, STORM DRAIN PIPE IS 12" HDPE. 2. ALL STORM DRAINAGE STRUCTURES SHALL HAVE THERE NAME ENGRAVED INTO THE LID, 4. PROVIDE TEGRASEAL 1000 WATERPROOF MEMBRANE SYSTEM AROUND THE OUTSIDE PERIMETER 3 GRATE OR HATCH AFTER INSTALLATION. ENGRAVING SHALL BE AS FOLLOWS: OF THE VAULT TO WITHIN 4' OF THE RIM ELEVATION. 3. ALL PIPE CONNECTIONS TO INLETS, 60" AND LARGER ? SDMH/CBXX-20 (XX = SDMH/CB # IN PLANS) 5LF 12" DI MANHOLES, CATCH BASINS AND VAULTS SHALL BE LINK SEAL. IN COMPLIANCE WITH CITY OF RENTON STANDARDS r ? OWS-XX (XX = OWS # IN PLANS) 5. PROVIDE VANDEX CRYSTALLINE WATERPROOFING TO INSIDE OF VAULT. VANDEX CRYSTALLINE / � ¢� / / � � 4. ALL STRUCTURE PENETRATIONS SHALL UTILIZE LINK SEAL DEVELOPMENT ENGINEERING ul ? LS-XX (XX = LS # IN PLANS) ADMIXTURES SHALL BE UTILIZED IN ALL GROUT/MORTAR USED ON THE VAULTS. I O 1 6 I O 1 CONNECTION. IF LINK SEAL CANNOT BE UTILIZED DUE TO WALL jchavez 05/05/2021 ? URE-XXX XXX = URE IN PLANS \ / \ / THICKNESS OR PIPE ANGLES KOR-N-SEAL BOOTS SHALL BE ( # ) � -� 7 � ? RTU-XXX (XXX =RTU # IN PLANS) 0.5LF 12" DI PIPE SPOOL USED. KOR-N-SEAL BOOTS SHALL BE GROUTED PRIOR TO � � BACK FILLING STRUCTURES. BANK RUN GRAVEL FOR TRENCH BACKFILL PER WSDOT STD. SPEC. W/ RESTRICTOR PLATE y ` a 1 9.03.19. COMPACT BACKFILL PER REQUIREMENTS BY ONSITE GEOTECHNICAL SITE INSPECTOR OR AS DIRECTED BY THE GEOTECHNICAL / 4 fill / (TYP) ENGINEERS RECOMMENDATIONS. SEE PAVING SHEETS AND CIVIL DETAILS I III 1 ` 9 ( CONSTRUCTION NOTES FOR FINAL SURFACE IMPROVEMENTS. - • ,I�1�1�1�1�1�1�1�1� �1-I \ ff FILL PIPE - _ _ _ _ _ ! 1=1- \ 1 PROVIDE 96 TYPE 2 CATCH BASIN PER 9� INSTALL LADDER PER CITY OF RENTON MISC. I-I-I-1 <Y \ \ \ ` 1�1�1�1�1�1�1�1�1�1�1�1�1-�-I-I a l WITH CONCRETE w '��` - - - - - - / / '�- -?_I \/\ \ \ 4 I 7 6 DETAIL 2 SHEET C507 AND SOLID LID. DETAIL 1 SHEET C508. " y - - - - - 12" DI g 5 I'�� ��; ;�I'B PROVIDE ROMAC 40ORG COUPLING. 1 FLOWSERVE LIMITORQUE ELECTRICAL 26� 0 4 SCH. 40 STEEL PIPE Z%�\/�\ �\ 24 DI v .� I I -I I -I I -I I- I -I (OUT) EXPLOSION AND WEATHER PROOF ACTUATORS. PAINT TRAFFIC YELLOW / - - - - - _ (IN) 3 PROVIDE HDPE PIPE INSTALL PER DETAIL / - COMPACTED GRAVEL BACKFILL WQ �� 3 ° SHEET C509. �j °oo °oo°000 0°0 ooOoO°°o°0°°00° / Z °° °° FOR PIPE ZONE BEDDING 7 4 � PIPE SUPPORT; BLINE BY EATON B3088ST I - o °oo°O° °Oo °Oo°Ooo°°o ° o °o � ' 1 FIN.FL. C, °°° °°° o°° O° ° 0 °° / r °o° °°oo°°oao0 °°° o °° / THREADED SEISMIC BASE STAND WITH B3094 ° ° ° °°° °°°° °°00 WSDOT STD. SPEC. 9-03.12(3) \ / 4 ®PROVIDE MULLER LINESEAL III BUTTERFLY FLANGE SUPPORT OR APPROVED EQUAL. °°O°°°° 0 0 O°°00 °OO 00 a O°O°O°O°O° °°O°°OOOO°O°O / / a ` I J / O°OO °00 ° O °°O °O ° / \ v / VALVE CLASS 150B w/ABOVE GRADE. 00000 ,O o00 00 ( O ^ PROVIDE BOLLARDS PER DETAIL 2 SHEET °°°0°°°0 0°°°0 °O / \ 4 i �_� 5 LW PRODUCTS ACCESS HATCH MODEL ' c a °0°°°°° °°°° �_� - C509. INSTALL 1.25 FROM EDGE OF 0°0°0 °00°0°° ° °° WORK BEDDING UNDER �� HHS 2B (30 X 36) CAST INTO THE LID STRUCTURE ©4' SPACING. h _ Z 00° °°°°°° °°0000°°0 000° PIPE HAUNCHES ° °°° o, °° °°° °°°°o° °°° ��a <F PER DETAIL 5/C510. CONCRETE BASE -�� °ao°°o °o°°oa °00� oo ' _ 1 PROVIDE SEALS AND DRAINS. 3000 PSI © 28 DAYS I I ' . W, \� , ,,,�/,, I 4 ©PROVIDE DI PIPE SPOOL. I I TOP OF UNDISTURBED / � / � UNDISTURBED NEW PIPE DIA. SUBGRADE OR TOP OF I � 1 7 6 ( Q 1 7�PROVIDE LINK -SEAL PIPE PENETRATION � PROVIDE 12" DI WATER QUALITY OUTLET U SUBGRADE 30" (WHEN D <= 12") FOUNDATION MATERIAL \ / ¢� \ _ / SEAL. RESTRICTOR PLATE WITH 10.4"� ORIFICE. WSDOT STANDARD \ a STABILIZE SUBGRADE PER 1.5D + 18 (WHEN D >= 14) 5LF 18 DI ONSITE GEOTECHNICAL SPEC. 9-03.18 ®OVER-EXCAVTE 24", PLACE 18" QUARRY (BYPASS OUTLET) 2 SPALLS, PLACE ONE LAYER TENSAR BX1500 II SITE INSPECTOR GEOGRID, PLACE 6 CLEAN CRUSHED ROCK. 3 PAN COMPACT CRUSHED ROCK BACKFILL TO A PERMIT SUBMITTAL 18" HDPE NTS - III 1'-4" DIA. (4") (BYPASS OUTLET) i� z FIRM, FLAT AND UNYIELDING SURFACE STORM DRAINAGE (STS) II USING A VIBRATORY COMPACTOR HAVING A DESIGN BY DOWL DATE 09.29.20- DETAIL - TYPE 2 BOLLARD 2 TYPICAL TRENCH SECTION 3 SDMH-1163-20, FLOW SPLITTER (96 3) 0 TYPE 2) MINIMUM WEIGHT OF 800 POUNDS. SCALE: NONE SCALE: NONE C509 C296 SCALE: 1 "=2' C509L29'6,C450 R 413735 BOWL SYM DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY R. TEMPLADO 09.29.20 W5184605 - 09.29.20 CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 �� Sy THIS DESIGN AND/OR CHECKED STORM DRAINAGE DETAILS h�Q� WASy,L � � SPECIFICATION IS APPROVED I T. NEU 09.29.20�T� \I II = � SHEET SEQUENCE NO. APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 = APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 ® APPROVED BY DEPT. DATE T. NEU 09.29.20 APRON A -SITE STORMWATER IMPRO MENTS (STALLSPf3 A7) C509 C32 APRON A Cl PROJECT SITE DCN-02 RT TWN 07.19.16 APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 1 CHECKED 948 D. MURATA 09.29.20 SITE 05-YD - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 '�F��\ APPROVED APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 04.20.21 APPROVED k CIVIL MASTER RENTON, WA DWG N0. 05-APRON-A-0509 N C N Suitable For 41-20 Wheel L[ Locotlone where Not Svbjea Hlgh-Oenaity Traffic TOP SECTION No. 816-CPS-T 59,�50 lbs. of With sampling • CUTLET PIPE Ti BASE ASSEMBI No. 816.3-CPS-E 3S,88O lbs. 2 EA. 1 /2" BOLTS THRU BRACKET INTO VAULT LID 0 Oldcastle Precast- 816-3-CPS OIL WATER SEPARAI Project Plate Area = 3,552 Maximum Process Flow = 1,100 LW PRODUCTS ACCESS HATCH MODEL HHS-213 (30" X 36") — CAST INTO THE LID PER DETAIL 5/C510. LET PIPE I Sampling By Others OIL/WATER SEPARATOR NTS 2" STAINLESS STEEL BUSHING SITS ON MOUNTING BRACKET R Ar1I IA ITIA Ir% 10" 1 1 0 D A n 5" 10' ADDITIONAL CABLE D=2.64' BOTTOM OF BUSHING TO WATER SURFACE A=4.31' B, WS ELEV /2" BOLT HOLES I I 5"x8"x1 /2" ALUMINUM BRACKET 6061-T6 1-7/8" DIA HOLE CENTERED IN BRACKET I F L �j A 8-Ton Lift Anchor 4 Places In Top Section = I / -OZ INLET I.E. INLET PIPE With Sampling Tee By Others Delivering Reliability 816-3-CPS Project Plate Area = 3,552 Sq/ft Maximum Process Flow = 1,100 GPM LW PRODUCTS ACCESS HATCH MODEL HHS-2B (30" X 36") CAST INTO THE LID PER DETAIL 5/C510. OUTLET PIPE With Sampling Tee By 0there -OUTLET PIPE TO BE LARGER THAN INLET PIPE TOP=MATCH FINISH GRADE Oil Retaining 8offle 7. - QL TOPS Coalescing Media 2'-7" '-7" and 3'-7" I Hold -Dawns Heights } - OUTLET I.E.I.E. OUT=17.72 o. ..1 n b ;o Sediment _ Weir v BOTTOM=13.72 PLAN VIEW 8-Ton Lift Anchor) Coalescin Medio� 4 Places In Base g SECTION AA STRUCTURAL NOTES: INFORMATION NEEDED: 1, Concrete: 28 Day Compressive Strength fc= 7000 psi Tap 01 Separator Elevotion: 2. Reban ASTM A-815 Grade 60 Inlet Pipe Size: 3. Mesh: ASTM A-185 Grade 65 Inlet Pipe Elevotion: 4, Design: ACI-318-05 Building Code Out Pipe Size: 9OC--857 "Minimum Structural Des? n Outlet Pipe Elevotion: Loading For Underground Precast L�oncrete Water and Wastewater Structures » 5. Loodr. HS-20 Truck Wheel w/ 30% impact Per AASHTO BASIC DFSIGN INFORMATION: INFLUENT CHARACTERISTICS: I'll Specific Gravity. D.88 GENERAL NOTES: Operatingg Temperature: 5O- &I 100 1. Al? Baffles and weirs Ta Be Precast Concrete 2. 5iotPc Water Depth = 4'-0" lnfluenf Coneentrotlon: ppm Moon Oil Droplet Size, 130 Mlorons 3. Contractor to: 9.033 ft/min QII Rise Rote Supply and Install All Piping & Sampling Tees Designe Per Washington State Department Of Ecology Grout In All Pipes` With CB on Water Prior To "Start ❑I System FLOW EFFLUENT COLLLECTES] Ve007. Verify All BLodem.t Sizes and Locotlnns rify os RAZE LHlALITY SI2E 877 GPM 10 ppm fie) Mferan opauburn.com OWS-0072 4" I FLOAT #1 4" OIL DEPTH 4" I 1 FLOAT #2 8" TOTAL OIL DEPTH -TRIGGERS _ VALVE CLOSURE S 600LIQUID EVE OAT SWITCH SCALE= 1 "=2' SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ® Q) C-5 aF w� Q ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT TWN 04.13.16 - APRON A CI PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A CI PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 -� - APRON A CI PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A CI PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 SCALE: 1 /4"=V-0" 148.1 ® 1995-2016 Oldcastle Precast, Inc. C5101 C296,C450 RIM ELEV=21.61 TOP OF VAULT 20.94 �B, WS ELEV=17.72 C=4.00' WATER DEPTH 13.72 13.22 C5101 C296,C302-C303,C450 �H ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO TCHECKED ENGINEER APPROVED BY DEPT. DATE T. NEU CHECKED sR4a �� APPROVED THE CONTRACTOR SHALL SHIM AND GROUT THE LID AS NEEDED TO MATCH PROPOSED FINISHED GRADING NOTES: 1. ALL STRUCTURE PENETRATIONS SHALL UTILIZE LINK SEAL CONNECTION. IF LINK SEAL CANNOT BE UTILIZED DUE TO WALL THICKNESS OR PIPE ANGLES KOR-N-SEAL BOOTS SHALL BE USED. KOR-N-SEAL BOOTS SHALL BE GROUTED PRIOR TO BACK FILLING STRUCTURES. 2. ALL STORM DRAINAGE STRUCTURES SHALL HAVE THERE NAME ENGRAVED INTO THE LID, GRATE OR HATCH AFTER INSTALLATION. ENGRAVING SHALL BE AS FOLLOWS: • SDMH/CBXX-20 (XX = SDMH/CB # IN PLANS) • OWS-XX (XX = OWS # IN PLANS) • LS-XX (XX = LS # IN PLANS) • URE-XXX (XXX = URE # IN PLANS) • RTU-XXX (XXX = RTU # IN PLANS) 3. OIL WATER SEPERATOR SHALL BE PRECAST AND SHALL MEET HS-25 LOAD RATING. 4. PROVIDE TEGRASEAL 1000 WATERPROOF MEMBRANE SYSTEM AROUND THE OUTSIDE PERIMETER OF THE VAULT TO WITHIN 4' OF THE RIM ELEVATION. 5. PROVIDE VANDEX CRYSTALLINE WATERPROOFING TO INSIDE OF VAULT. VANDEX CRYSTALLINE ADMIXTURES SHALL BE UTILIZED IN ALL GROUT/MORTAR USED ON THE VAULTS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 05/05/2021 a, AIL SUBTITLE 09.29.20 STORM DRAINAGE DETAILS 09.29.20 PERMIT SUBMITTAL DESIGN BY DOWL R-413736 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09 SITE 05-YD CIVIL MASTER DATE 09.29.20 BOWL CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. C51 0 C33 RENTON, WA 1DWG No. 05-APRON-A-0510 CD CV rn C4 \ DURASLOTw Slot Dimensions 12" to 36" Diameter Piue �_O_� VARIES SEE PLAN 0 LU 6 " Shown withc (Oper. SLOT HEIGHT Product Product E PIPE H W F 0 S Description DIAMETER 12" DIA. 1 1220DS 12" 32„ 18„ 4„ 14„ 24l, 2 j2„ Slot Height 12" 12" DIA. 1260DS 7„ 119' 8 419 14" 24ff 6" Slot Height 15" DIA. 6" Slot Height 1560DS j y" 7„ All 4 3» 4 131, 4 21» 4 18" DIA. 1860DS 18" 7" 11,, 2 30, 14" 24" 6" Slot Height 24" DIA. 2460DS 24" 74" i8" 1" 14" 24" 6" Slot Height 30" DIA. 3060DS 30" Bit, 22" 1" 14" 24" 6" Slot Height 36" DIA. 3660DS 36" 81" 22" ill All 6" Slot Height Dimension from grade to pipe invert: H (actual slot height) + PIPE DIAMETER + RECESS 12", 15" , 18" , 24" DURASLOT® ADAPTER .90 A ACCEPTABLE ALTERNATE FOR THIS PART MODIFIED ORIGINAL PIPE A B C D PART Na PART NQ SIZE 1262-DS 1214-AA 12" 14" 14.6" 15.4" 5.5" 1213-AA* 1562-DS 1514-AA 15" 16" 17.75" 18.6" 6.575 1513—AA* 1862—DS 1814—AA 18" 18" 21.4" 22.4" 7.5" 1813—AA* 2462—DS 2414—AA 24" 14.8" 28.2" 29.25" 6„ 2413—AA* HCPS DWG #AD-3 DURASLOT SURFACE DRAIN BY HANCOR NTS F DURASLOTO Assembly Example w/ Open Slot SLOT, DEPTH VARIES 15"/18" DIA DURASLOT PIPE L./V I\ll.J L_\J I I\LL/V\1 LI\ 12" CONCRETE PAVEMENT A - DURASLOT End Cap B - DURASLOT Pipe C - DURASLOT Adapter D - ADS N-12 Pipe / Hancor HiQ F - DURASLOT Sot CapBand DURASLOT DRAIN CONNECTION DETAIL I - 5/16" - 18 Thumbscrew x 3" Long w/ 5/16" Wingnut J - Plastic Sleeve Spacer (goes on I — not used with 4" dia.) K - Hex Head Assembly: 5/16" - 18 Hex Head Screw x 3" Long w/ (2) Washers and 5/16" Hex Nut L - DURASLOT Band Flange Assembly NTS EX ASPHALT PAVEMENT End Cap (A) or Adaptor (C) comes with a Slot Cap (F). _ Coupler Band (E) comes with standard hardware: one Thumbscrew/Wingnut (I); a pair of Band Flanges (L); where applicable: one Plastic Sleeve Spacer (J) and one Hex Head Assembly (K) for 12" diameter and larger with 6" slot, variable height, or taller slots. PROPOSED PAVEMENT SECTION PER DETAIL 12" , 15" , 18", 24" DURASLOT® END CAP END VIEW TOP VIEW MODIFIED PART NQ ORIGINAL PART NQ PIPE SIZE A B 1233—DS 1267—AA 12" 5.76" 4.25" 1533—DS 1567—AA 15" 7.77" 6.25" 1833—DS 1867—AA 18" 8.04" 6.50" 2433—DS 2467—AA 24" 9.45" 8" HCPS DWG #EC-3 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IL jchavez 05/05/2021 W Section of pipe removed to accept the slot SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ® D C.� of W" Q ORIG 737 MAX FLIGHTLINE UTILITIES —APRON A CI PROJECT RT TWN 04.13.16 — APRON A CI PROJECT — SITE DCN-06 RT TWN 09.27.16 — CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23,16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 — APRON A CI PROJECT — SITE DCN-01 RT TWN 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 -� GIs '"F �JoNal — APRON A CI PROJECT — SITE DCN-02 RT TWN 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 — APRON A CI PROJECT — SITE DCN-03 RT TWN 08.05.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 1/2 #1:3 :304 STAINLESS STEEL EXPANi)EI) > IFTAL Corrugated HDPE Pipe Size per plan �H -D ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO TCHECKED ENGINEER APPROVED BY DEPT. DATE T. NEU CHECKED sR4a D. MURATA �� �� APPROVED rN - )1 TQFI\I(-`I—I I-1QAINI ACpuAI T FDAWFNAFNIT QFrTlnm H 4" C511 I C296, C302—C303 NOT TO SCALE C511 I C296, C302—C303, C221—C223 i 9° 9" I FF � 1 26" --__ 24" �� #4@12" O.C.` V) PAVEMENT (ASPHALT OR6@ 12" O.C. EACH WAY CONCRETE) DURASLOT �r# cllnrnnr nnnlnl �» nII, 3" CLR (TYP) 6" MIN CRUSHED ROCK COMPACTED TO 95% PER ASTM D-1557 AIRPLANE RATED STRUCTURAL FOUNDATION PERMIT SUBMITTAL C296, C302—C303, C221—C223 DESIGN BY DOWL R-413737 AIL SUBTITLE 09.29.20 STORM DRAINAGE DETAILS 09.29.20 09.29.20 I TITLE APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7 09 SITE 05-YD CIVIL MASTER RENTON, WA DWG No. 40'6DOWL REVISION SYMBOL W5184605 C511 DATE 09.29.20 05—APRON—A—0511 09.29.20 C34 Fqa 1 0 LU 6" [152mm] 6" [152mm] 3/4" [19mm] 3 1/2" [89mm] 1" [25mm] 2 1/2" [64mm] 1" [25mm] 1" [25mm] 1 1/4" [32mm] (4) 1" [25mm] DIA. LIFT HOLES �� 00000 00000 } BOLT GRATE TO FRAME w/ (2) 3/8-16 X 2 1/2" STNLS. STL. FLATHEAD CAPSCREWS 90370 NEENAN \ Q \ \ \ I E F BOLT GRATE TO FRAME w/ (2) 3/8-16 X 2 1/2" STNLS. STL. FLATHEAD CAPSCREWS / \ \ _E}ID E F O O O O O 0 E N E E � � O — E F o E E E E E E 00000 00 I O Q Q DucmE IRON E N - u � � N N ( ` I 0 F E I-F � `� � \ � N N N � O O O O O O O O O O ATE BoFD0 TNL ( )1/213X 5SS. STL. O O O FLAT HEAD CAPSCREWS 00 � � N N N N r7 3/4" [19mm] E 1 3/4" [44mm] 001 3/4" [44mm] 00 26 5/8" [676mm] 25 1/8" [638mm] 3/4" [19mm] 24 7/8" [632mm] 5" [127mm] 5 3/4" [146mm] 3 1/2" [89mm] 6" [152mm] 00 6" [152mm] 00 TYP. 1 1/4 TY132mm] F. LOAD RATING: CAPABLE OF WITHSTANDING MINIMUM 100,000-POUND LOADS PER FAA ADVISORY AC No. 150/5320-60 uVt 44 7J APPENDIX 3.2.d(1 ) NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] COMPONENT NOS.: FRAME 6052-0020; LID 6052-0227 MATERIAL: FRAME - CAST GRAY IRON ASTM A-48, CLASS 35B NOTE: ALL DIMENSIONS SHOWN ARE IN ENGLISH AND [METRIC] COMPONENT NOS.: FRAME 6052-0020; GRATE 2565-0020 MATERIAL: FRAME - CAST GRAY IRON ASTM A-48, CLASS 35B 1" [25mm] NOTE: ALL DIMENSIONS COMPONENT NOS.: SHOWN ARE IN ENGLISH AND [METRIC] FRAME 3480-0003; GRATE 3480-0002 LID - CAST DUCTILE IRON. ASTM A-536, 55 + KSI YIELD GRATE - CAST DUCTILE IRON. ASTM A536, 55 + KSI YIELD 25" [635mm] MATERIAL: CAST GRAY IRON ASTM A-48, CLASS 35B FINISH: NO PAINT FINISH: NO PAINT FINISH: NO PAINT WEIGHT: FRAME 295#; LID 185# WEIGHT: FRAME 295#; GRATE 194# 27" [686mm] WEIGHT: FRAME 206#; GRATE 376# DR. SMA SCALE TITLE: R-3491—HL DR. CSK SCALE TITLE: R-3491—HG DR. CSK SCALE TITLE: R-3480—A CH. 1/8"=1 FRAME AND LID, BOLTED CH. 1/8"=1" FRAME AND GRATE, BOLTED CH. 1 : 8 FRAME AND TYPE A GRATE, BOLTED DIM CHK. APP. NEENAH FOUNDRY COMPANY - 3491 18TOB DIM CHK. APP. NEENAH 2-13-2oo2 REMSED CATALOG NUMBER MA Z FOUNDRY COMPANY — 3491 168 B 1 01-09-2014 ADDED LOADING NOTE ARE. GAG RKB SPT DIM CHK. NEENAH FOUNDRY COMPANY — 348� 495 �, CAD DWG. REF: 349118D.DWG— 1 DATE 04-01-2004 NEENAH w�sco„SIN saese CAD DWG. REF: 3491168.DWG— 2 DATE 02-10-2000 DATE REVISION INr NEENAH MscoNSIN sass CAD DWG. REF: 3480495.DWG— 2 DATE REVISION DR CH APP DATE 01-06-2000 NEENAH wscoNsw saws NEENAH R 3491 H L FRAME AND S0 LD D SCALE: NTS (2) TYPE 'SA' HINGES 4 3/16" �{ 1'V •.�.-� IW ...�. I, ■••IJit JI •InL.f NI INN, q,1111'L 4 w 1 11�1� JI�I Ii�I �0I Il�lNi 1911 lI IA �11 �4 Illl■ 1' q ■ia 101 11211 lU111f ■a'T 1 '.�nlr.r1 1•_:17 !/' ■VIIIPII'. rll • ri• r i �•G•iiL• FOR ,I I�I■� (TYP. 2 PLACES) • 1 LID BOLTED ,. > M 1 CAP SCREW I WASHER - .. NEI C5121 C296, C302—C303 SPRING ASSIST PER NF-T994 (SHOWN IN WOUND POSITION) ° a rl SAFETY ARM (DISENGAGED) SAFETY ARM/ (ENGAGED) SPRING ASSIST PER NF-T994 STAINLESS STEEL 17-7 (SHOWN IN UNWOUND POSITION) NEENAH R 3491 H G FRAME AND GRATE SCALE: NTS — i I (1) HOLD DOWN LATCH - DUCTILE IRON E- — — SE-CX' ON --mn TAND -CLITAR rt1� nPIS-OflE— — SEE DRAWING NF-T960 FOR LATCH DETAILS 1/2" [13mm] HIGH ENGRAVED LETTERS (1) HOLD DOWN LATCH RELEASE LEVER ON A FLAT AREA W/ NO PERMAGRIP 14 3/4" (HEX. HD. DEEP SOCKET WELDED TO FREE OPEN AREA IS 3.0 SQ. FT. FAB. STEEL T-HANDLE PER NF-T966) 42" X 42" NOTE: CONFORMS TO MINIMUM 100,000-POUND LOADS PER FAA ADVISORY 38 3/8" X 38 3/8" - 14 CIRCULAR AC 150/5320-6D APPENDIX 3 ITEM 2.11D.(1). 4 (ACTUAL PROOF LOAD IS 185,000-POUND ON A 9" X 9" CONTACT AREA.) �301/4" RAID. INCLUDED IN THIS UNIT . TYP. MEETS FASTENING REQUIREMENT PER FAA ADVISORY CIRCULAR AC 150/5370-10A I 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. 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# 1" 35" 36" X 36" NEENAH FOUNDRY FRAME AND GRATE (R-3498-R2GS SCALE: NTS C5121 C296, C302—C303 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT TWN 04.13.16 - APRON A CI PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A CI PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A CI PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A CI PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 C5121 C296, C302—C303 Acc.e..,,ss Hatch Model "HHS" and "HHD" (H-30 Rating) Aluminum Access Doors Both type "HHS" and type "HHD" features reinforcing channel framework that transfers the the load from the 3/8" aluminum diamond plate door leaf to the door frame, and our stainless steel spring lift makes the opening of our hatch doors easy. The locking support arm holds the doors open automatically. We use 3/8" neoprene to achieve a weather -tight seal. All hardware used on our hatches is stainless steel, 300 series, except the 1 V2" aluminum drain coupling and the removable handle used for acces into the hatch. All LW HATCHES are provided with a se f- latching stainless steel slam lock and with a recess d padlock hasp so they can be locked with a padlock. All type "HHS" and type "HHD" doors are designed for use in street locations where subjected to higher density traffic. May be cast in an 8" slab. Type "HHS" (Single -leaf door) STANDARD SIZE Type "HHD" (Double -leaf door) STANDARD SIZE NEENAH R 3480 A FRAME AND GRATE SCALE: NTS LW PRODUCTS COMPANY, INC. "ACCESS DOORS BUILT TO LAST" 8333 -219`h Street SE, Building A Woodinville, Washington 98072 Phone (425) 483-0300 Fax (425)485-2058 41•n Lcd. Type "HHS" (Single -Leaf Door) Spring Agsim CyMdu - Drains'•" H.1d P- r saaririg shax i VNh Dia union Type "HHD" (Double -Leaf Door) Part # A B C D E F G HHS-1 24"x24" 24"x30" 24"x36" 24"x42" 24"x48" 24"x60" 24"x72" HHS-2 30"x30" 30"x36" 30"x42" 30"x48" 30"x60" 30"x72" 30"x84" HHS-3 36"x36" 36"x42" 36"x48" 36"40" 36"x72" 36"x84" 36"x96" HHS-4 42"x42" 42"x48" 42"x60" 42"x72" 42"x84" 42N96" 42"x108" HHS-5 48"x48" 48N60" 48N84" 48N96" 48N108" Part # A B C D E F HHD-1 36"x48" 36"x60" 36"x72" 36"x84" 36"x96" HHD-2 42"x42" 42"x48" 42"x60" 42"x72" 42"x84" 42"x96" HHD-3 48"x48" 48"x60" 48"x72" 48"x84" I 48"x96" HHD-4 60"x60" 60"x72" 60"x84" 60"x96" 60"x108" 60"x120" HHD-5 72"x72" 72"x84" 72"x96" 72NII08" 72"x120" 72NII32" LW PRODUCTS ACCESS HATCH HHS & HHD SCALE: NTS Q� ""A/NG` C'- ACCEPTABILITY R. TEMPLADO �� THIS DESIGN AND/OR CHECKED C F IVA3H�'f. .0 SPECIFICATION IS APPROVED T. NEU ENGINEER F ` APPROVED BY DEPT. DATE T. NEU CHECKED p sari° D. MURATA ,r F�1A51T�[R� APPROVED �1I- onxfun TradPlate T dP6te C512 1 C296, 0302—C303 C512 I C296, C302—C303 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 41 E SUBTITLE 09.29.20 STORM DRAINAGE DETAILS 09.29.20 DEVELOPMENT ENGINEERING jcha ez 05/05/2021 (D PERMIT SUBMITTAL DESIGN BY DOWL R-413738 09.29.20 I TITLE APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7 09 SITE 05-YD CIVIL MASTER RENTON, WA I DWI No. DATE 09.29.20 BOWL REVISION SYMBOL DATE W5184605 — 09.29.20 C512 C35cl rn N 05—APRON—A—0512 E; 816-LA 816-LA Q "11- 0 W TOP No. 816-7-T-42EE (Shown) 17,320 lbs. BASE No. 816-B 28,820 lbs. 1" Dia. Ground Rod Knockout 8-Ton Pull/Lift Anchor (2 Each End) 18" x 24" Knockout (4 Each Side, 4 Each End) OPTIONAL TOP Knockouts Located as Required \ 8-Ton Lift Anchor (4 Places in Top) 12'-0" Long Stainless Steel "C" Channel (3 Each Side) LW PRODUCTS ACCESS HATCH MODEL HHS-2B (30" X 36") CAST IN10 THE LID PER DETAIL 5/C510. Custom Accesses as Required 8'-2" (See Chart) 6'-5" 16'-11" \ (Located as Required) Custom \ \ Accesses \ as Required \ \ Varies Note: - Contractor is responsible for supplying crane to set and assemble vault. VARIABLE HEIGHT CHART Vault No. Inside Height Top Height Top Weight Overall Height Max. Soil Cover 816-LA-7 7'-0" V-9" 17,320 8'-2" 5'-0" 816-LA-8 8'-0" 2'-9" 20,520 9'-2" 4'-0" 816-LA-9 9'-0" 3'-9" 23,390 10'-2" 3'-0" 816-LA-10 10'-0" 4'-9" 1 26,600 11'-2" 2'-0" 816-LA-11 11'-0" 1 5'-9" 129,670 1 12'-2" 1 1'-0- 816-LA 816-LA Oldcastle Precast' 8 x 16 File Name: 020-816LA PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2016 POWER / WATER / GAS Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville 31.0 EXISTING SPILL VAULT 12'-3" — I ti 3'-0" 10'-11" 30-0" ' � I -YY- ------------------------------ — ---Y- -- - o �i�Ia I i� II II I I it l i -�� I i -IN 38" Dia. 1 �y 38" Dia. A I Access ��/� Access I i A I II II I 1 it I `a-- — --'T-- — — — — — — — — — — — — — — -- — — —� O (4) - 8-Ton Lift Anchors I PLAN VIEW r Butyl Resin Sealant 12'-0" Long Stainless Steel "C" Channel (3 Each Side) 1�To I ii� of N f• Ifr nr'� it � IF�"�"#I f IL I � I I } I N I I L% ~Tr- 1" Dia. Ground Rod Knockout 12" Dia. Sump 8-Ton Pull/Lift Anchor (2 Each End) SECTION AA z 18" x 24" Knockout I (4 Each End, 4 Each Side) T 7 (D-----J--------- --L - -- '-------------------- ----� p I I II II o I� N N�II IIJ. ,n 00 II jl {� o r ii ii J�J II II ---- ---- TIRLIT'--- -- 0" 4' - 5" 10„ END VIEW 816-LA 816-LA Oldcastle Precast' 8 x 16 File Name: 020-816LA PO Box 323, Wilsonville, Oregon 97070-0323 Issue Date: 2016 POWER / WATER / GAS Tel: (503) 682-2844 Fax: (503) 682-2657 oldcastleprecast.com/wilsonville SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A CI PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19,16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 31.1 LW PRODUCTS ACCESS HATCH MODEL HHS-2B (30" X 36") RIM=21.56 CAST INTO THE LID PER DETAIL 5/C510. RIM=21.34 2 C.� LiI M a w O N i I 00 VAU LT SECTION NTS 818 GA TOP 01 (SPECIAL) INSIDE TOP=19.30 MAX. WATER SURFACE EL=17.50 ~ 12" TIDEFLEX CHECKMATE o Cv o INLINE DOWNSTREAM CLAMP z I CHECK VALVE w INSIDE BOTTOM=12.30 URE 795 FUEL CONTAINMENT VAULT DETAILS (URE-795' NTS *NOTE: FOR STRUCTURAL DESIGN, SEE SHEET S286. i �BOE/NG' NAL W�� C513 C296,C450 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO UNUALU T. NEU 1-- IT. NEU APPROVED BY DEPT. I DATE HECKED D. M U RATA (APPROVED #4 [10 M] THREADED INSERTS @ 18" [457mm] O.C. BASE SLAB THICKNESS a a . It :a 1/2 BASE SLAB THICKNESS ROUGHEN MATING SURFACE _ BEFORE CASTING EXTENSION #4 [10 M] THREADED RODS @ 18" [457mm] O.C. CAST -IN -PLACE ANTI -FLOATATION COLLAR (TYPICAL AROUND TANK PERIMETER) WALL THICKNESS 1'-6" [450 mm] 1 y" '~ 2 V-0" [305mm] ANT ELOATATI 0 N COLLAR NTS GALVANIZATION NOTE (3) #4 [10 M] BARS CONTINUOUS EVENLY SPACED C513 C296,C450 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. TOP=19.97 IE IN=16.80 BOTTOM=11.80 N OTES : 1. ALL STRUCTURE PENETRATIONS SHALL UTILIZE LINK SEAL CONNECTION. IF LINK SEAL CANNOT BE UTILIZED DUE TO WALL THICKNESS OR PIPE ANGLES KOR—N—SEAL BOOTS SHALL BE USED. KOR—N—SEAL BOOTS SHALL BE GROUTED PRIOR TO BACK FILLING STRUCTURES. 2. ALL STORM DRAINAGE STRUCTURES SHALL HAVE THERE NAME ENGRAVED INTO THE LID, GRATE OR HATCH AFTER INSTALLATION. ENGRAVING SHALL BE AS FOLLOWS: • SDMH/CBXX-20 (XX = SDMH/CB # IN PLANS) • OWS—XX (XX = OWS # IN PLANS) • LS—XX (XX = LS # IN PLANS) • URE—XXX (XXX = URE # IN PLANS) • RTU—XXX (XXX = RTU # IN PLANS) 3. FUEL CONTAINMENT VAULTS SHALL BE PRECAST AND SHALL MEET HS-25 LOAD RATING, 4. PROVIDE TEGRASEAL 1000 WATERPROOF MEMBRANE SYSTEM AROUND THE OUTSIDE PERIMETER OF THE VAULT TO WITHIN 4' OF THE RIM ELEVATION. 5. PROVIDE VANDEX CRYSTALLINE WATERPROOFING TO INSIDE OF VAULT. VANDEX CRYSTALLINE ADMIXTURES SHALL BE UTILIZED IN ALL GROUT/MORTAR USED ON THE VAULTS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING jchavez 05/05/2021 PERMIT SUB DESIGN BY DOWL R-413739 RIL SUBTITLE 09.29.20 FUEL CONTAINMENT VAULT DETAILS 09.29.20 09.29.20 i TITLE APRON A —SITE STORMWATER IMPROVIEMEN1`5 (STAL'LS A3—A7) 09.29.20 RENTON SITE CIVIL MASTER RENTON, WA iDWG N0. 41OLD REVISION SYMBOL W5184605 C513 MITTAL DATE 09.29.20 05—APRON—A—0513 09.29.20 C36 JI � O 0 Lu DESIGN CRTERA: a) CONTAINMENT FOR FUEL SHOULD BE 10,000 GALLONS. a) GREEN BEACON NORMALLY ON TO SIGNAL RUNOFF IS GOING TO STORM SYSTEM. IF THE EMERGENCY SPILL OCCURS AND THE FLOATS ARE TRIGGERED OR A SPILL BUTTON IS ACTIVATED THE RED BEACON WILL TURN ON AND THE GREEN BEACON WILL TURN OFF. VALVE STATUS PILOT LIGHT: RED: VALVE CLOSED GREEN: VALVE OPEN O GREEN BEACON LIGHT: NORMAL STORM FLOW INDICATOR • RED BEACON LIGHT: FUEL SPILL INDICATOR i BOUNDARY AREA FOR SYSTEM SCHEMATIC APPLIED TO CONTROL PANEL DOOR. ALL BUTTERFLY VALVES TO HAVE VALVE STATUS PILOT LIGHT. BEACON LIGHTS TO INDICATE CURRENT SYSTEM STATUS. i SYSTEM SCALE: NONE BLDG 7 EXISTING VAU LT FUEL CONTAINMENT VAULT PROPOSED STORAGE VOLUME=5,200 GAL TOTAL STORAGE VOLUME=11,700 GAL I I of I / J Li LEVEL SENSOR EMCS z Q URE-795 o Q of ELECTRICAL PANEL INLINE CHECK Q VALVE I I BV A7-3 CB (1157-20) — — — — — — — SDMH (1162-20) rl3V A7-2 BV A7-1 FLOW SPLITTER CATCH BASIN I LEVEL SENSOR EMCS I SDMH-1163-20 o CPS OWS-0072 OIL/WATER I o SEPARATOR I � (816-3-CPS) I z a rY CD c� zl n MODULAR < RTU-27-20 WETLAND (MWS-L-8-24 -V-UG) CB (1155-20) CB (1156-20) I I INLINE CHECK VALVE I I CB (1158-20) SDMH (1165-20) SDMH (1164-20) INLINE CHECK VALVE CONNECT STRUCTURE TO EXISTING PIPE FUEL SPILL DIAGRAM AND DOOR FRONT GRAPHICS SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ® D Q ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT TWN 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT TWN 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT TWN 05.23,16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT TWN 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT TWN 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT TWN 01.17.18 -� �FG 5 - APRON A Cl PROJECT - SITE DCN-02 RT TWN 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT TWN 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT TWN 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT TWN 09.29.20 C5141 C296,C450 �H ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO TCHECKED ENGINEER APPROVED BY DEPT. DATE T. NEU CHECKED sR4a D. MURATA �� �� APPROVED rN DESCRIPTION OF STORMWATER SYSTEM OPERATION 1. STORMWATER IS COLLECTED FROM THE AREA OF APRON A OUTSIDE OF THE STALLS Al -A7 AND DIRECTED TO THE EXISTING VALVE VAULT SYSTEM. A GREEN BEACON IS NORMALLY ON. 2. STORMWATER FLOWS THROUGH THE FLOW SPUTTER CATCH BASIN; VALVES BV A7-1 & BV A7-2 ARE NORMALLY OPEN. VALVE BV A7-3 IS NORMALLY CLOSED. (A GREEN BEACON IS ON) 3. IN THE EVENT OF A FUEL SPILL THE FLOW SPUTTER CATCH BASIN DIVERTS A SPILL TO THE FUEL CONTAINMENT VAULT; VALVES BV A7-1 AND BV A7-2 CLOSE AND VALVE BV A7-3 OPENS. (A RED BEACON IS ON) 4. MANUAL ACTIVATION OF THE EMERGENCY SPILL PUSH BUTTON WILL TURN OFF A GREEN BEACON AND TURN ON A RED BEACON AND WILL CLOSE VALVES BV A7-1 AND BV A7-2 AND OPEN VALVE BV A7-3. FLOW WILL BE DIVERTED TO THE FUEL CONTAINMENT VAULT. 5. THE FLUID LEVEL SENSOR IN THE FUEL CONTAINMENT VAULT WILL NOTIFY THE EMCS SYSTEM OF FUEL/OIL ACCUMULATION. THE CPS OIL -WATER SEPARATOR SHOULD BE EVACUATED OF FUEL FOLLOWING A SPILL OR IF MONTHLY INSPECTIONS INDICATED THE PRESENCE OF FUEL. 6. THERE ARE MANUALLY OPERATED GATE VALVES BEFORE AND AFTER THE OIL -WATER SEPARATOR SO THE OIL -WATER SEPARATOR CAN BE ISOLATED. 7. THERE IS A HYDROCARBON SENSOR IN THE STORMWATER CPS OIL -WATER SEPARATOR. WHEN THERE IS A FUEL SPILL THAT INCREASES THE OIL LEVEL IN THE SEPARATOR THE SENSOR WILL CLOSE VALVE BV A7-1 AND BV A7-2 AND OPEN BV A7-3. THE CPS OIL -WATER SEPARATOR SENSOR IS THE BACK UP ACTIVATION FOR THE FUEL SPILL CONTAINMENT SYSTEM. 8. IN THE EVENT OF A SPILL DURING A POWER OUTAGE ALL VALVES CAN BE OPERATED MANUALLY. 9. THE FUEL CONTAINMENT VAULT HAS A FLUID LEVEL SENSOR THAT NOTIFIES THE EMCS SYSTEM OF ACCUMULATED FLUID IN THE VAULT. THE FUEL CONTAINMENT VAULT SHOULD BE MONITORED FOR WATER ACCUMULATION AND WATER EVACUATED SO AS TO PRESERVE CONTAINMENT CAPACITY. THE FUEL CONTAINMENT VAULT SHOULD BE EVACUATED OF FUEL FOLLOWING A SPILL. 15. THE OIL -WATER SEPARATOR DISCHARGES TO THE MODULAR WETLAND TREATMENT VAULT (MWS-L-8-24-V-UG) WHICH PROVIDES ENHANCED WATER QUALITY. THE MODULAR WETLAND SHOULD BE INSPECTED BY A BIO-CLEAN APPROVED SERVICE PROVIDER ON AN ANNUAL BASIS. WETLAND SOILS MAY OR MAY NOT NEED TO BE REPLACED ANNUALLY. 16. CHECK AND ISOLATION VALVING IS IN THE VALVE PIT ADJACENT TO THE WET WELL. 17. PUSH BUTTON TO BE LOCATED ADJACENT TO ELECTRICAL PANEL NORTH OF THE BUILDING, OR AS DIRECTED ON SHEET E536. IN COMPLIANCE WITH CITY OF RENTON STANDARDS PERMIT SUBMITTAL DESIGN BY DOWL R-413740 AIL SUBTITLE 09.29.20 FUEL SPILL DIAGRAM 09.29.20 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09 RENTON SITE CIVIL MASTER RENTON, WA DWG No. W5184605 C514 DATE 09.29.20 05-APRON-A-0514 09.29.20 C37 0 N \ N rn 0 1 a 1 0 w STRUCTURAL GENERAL NOTES: 1. APPLICABLE SPECIFICATIONS AND CODES CONSTRUCTION AND DESIGN SHALL BE IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION, AND WITH THE LATEST EDITION OF THE APPLICABLE SPECIFICATIONS AND THE REQUIREMENTS NOTED AS FOLLOWS. 2. SPECIAL INSPECTION a. SOILS — TABLE 1705.6 OF THE IBC i. PERIODIC INSPECTION OF FOUNDATION SOIL BEARING CAPACITY, DEPTH, FILL MATERIALS CLASSIFICATION AND SUBGRADE PREPARATION AND COMPACTION. ii.FULL TIME INSPECTION OF ENGINEERED FILL PLACEMENT AND COMPACTION. b. CONCRETE — TABLE 1705.3 OF THE IBC i. PERIODIC INSPECTION OF REINFORCEMENT BEFORE CONCRETE IS PLACED. ii.FULL TIME INSPECTION OF ANCHOR RODS AND OTHER EMBEDDED ITEMS AS IDENTIFIED HEREIN. iii. FULL TIME INSPECTION DURING PLACEMENT OF CONCRETE INCLUDING THE TAKING OF TEST SPECIMENS, SLUMP AND AIR CONTENT MEASUREMENT. INSPECTION AND LIMITED TO STRUCTURAL REINFORCED CONCRETE WITH TESTING FREQUENCY IN ACCORDANCE WITH THE PROJECT TECHNICAL SPECIFICATIONS. 3. DESIGN LOADS a. DESIGN LOADS AND LOAD APPLICATIONS SHALL BE IN ACCORDANCE WITH IBC. b. LIVE LOADS i. VEHICULAR TRAFFIC — — — — — — — — AASHTO HS20-44 INCLUDING THE DESIGN TANDEM. HS20 AXLE LOAD = 32 KIPS (16 KIP WHEEL LOADS) DESIGN TANDEM = TWO 25 KIP AXLE LOADS SPACED 4 FEET APART ii.737 MAX SINGLE GEAR — — — — — — — — — — — — — — — 96 KIP WHEEL LOAD c. ADDITIONAL LOADS REFERENCED ON THE DRAWINGS. 4. CONSTRUCTION LOADS STRUCTURES HAVE BEEN DESIGNED FOR DEAD LOADS AND THE DESIGN LOADS NOTED ABOVE. PROVIDE TEMPORARY BRACING, SHORING OR OTHER SUPPLEMENTAL SUPPORT DURING CONSTRUCTION AS NECESSARY TO PROTECT THE STRUCTURES FROM EXCESSIVE CONSTRUCTION LOADS, 5. FOUNDATIONS a. FOUNDATION DESIGN CRITERIA i. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE — — — — — — — — — — 1.370 PSF ii.MODULUS OF SUBGRADE REACTION, k — — — — — — — — — — — — — — — 100 PCI iii. LATERAL SOIL PRESSURE — — — — — — — — — — — — — — — — — — — — 60 PCF EQUIVALENT FLUID PRESSURE b. AVOID EXCESSIVE WETTING OR DRYING OF THE FOUNDATION EXCAVATIONS DURING CONSTRUCTION. c. BACKFILL ON WALLS WITH FILL ON BOTH SIDES SHALL BE COMPACTED IN EQUAL LIFTS EACH SIDE OF WALL. 6. CONCRETE a. CONCRETE CONSTRUCTION SHALL CONFORM TO THE AMERICAN CONCRETE INSTITUTE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI 318). b. DETAILING, FABRICATION AND PLACEMENT OF REINFORCEMENT SHALL CONFORM TO DETAILS AND DETAILING OF CONCRETE REINFORCEMENT (ACI 315). c. MATERIALS i. CONCRETE TESTING SHALL BE (a) STRUCTURAL CAST — IN — PLACE — — — — — — — — — — — f'c = 4,000 PSI ii.REINFORCING MATERIALS (a) REINFORCING BARS — — — — — — — — — — — — — — — — — ASTM A615, GRADE 60 d. ALL BENT REINFORCING BARS SHALL BE SHOP FABRICATED ONLY. REBENDING OR WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED UNLESS AUTHORIZED BY ENGINEER. e. END HOOKS IN REINFORCING BARS, SHOWN ON THE DRAWINGS BUT NOT DIMENSIONED, SHALL CONFORM TO ACI 318. f. CONCRETE COVER OVER REINFORCEMENT SHALL BE 2" CLEAR, EXCEPT FOR THE FOLLOWING, UNLESS OTHERWISE NOTED. L CONCRETE PLACED AGAINST AND PERMANENTLY IN CONTACT WITH EARTH — — — — — — — — — — — — — — — — — — 3" CLEAR ii.CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH OR WATER (a) BEAMS, COLUMNS — — — — — — — — — — — — — — — — — — — 1 CLEAR (b) WALLS—————————————————————-1 CLEAR g. REINFORCEMENT SPLICES NOT PERMITTED EXCEPT AS DETAILED OR AUTHORIZED BY THE ENGINEER. LAP REINFORCING BARS THE FOLLOWING MINIMUMS AT ALL SPLICES, CORNERS AND INTERSECTIONS, UNLESS OTHERWISE INDICATED. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR. BAR SIZE REG BARS TOP BARS #4 — — — — — — — — — — — — — — — — -- — — — — — — 1'-7"— — — — — — — — — — — — — — — — — — — — — — — — — — — 2,-1» #5————————————— ———— — — — — —— 2'— 0 " — — — — — — — — — — — — — — — — — — — — — — — — — — — 2,-7„ #6———————————— ————— — — — — —— 2'-5 --- —————————————————————————— 3,-1„ #7 — — — — — — — — — — — — — — — — — — — — — — — 3'-6" — — — — — — — — — — — — — — — — — — — — — — — — — — — 4,-6» #8———————————— ————— — — — — —— 4'-0 --- —————————————————————————— 5,-2» » » DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION BY I APPROVED I DATE I SYM REVISION BY I APPROVED I DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT MJM 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT MJM 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT MJM 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT MJM 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 RT SD 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-307. RT MJM 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 RT SD 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT MJM 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 RT SD 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS r___kT:::, MJM 09.29.20 Q�BOE/NG' STRUCTURAL GENERAL NOTES (CONTINUED): h.LAP WELDED WIRE FABRIC ONE FULL MESH AT SPLICES. i. STAGGER ADJACENT REINFORCEMENT LAP SPLICES IN WALLS 18" MINIMUM. j.PROVIDE BAR SUPPORTS TO PROPERLY SECURE AND SUPPORT REINFORCING BARS AND WELDED WIRE FABRIC AT POSITIONS SHOWN ON THE DRAWINGS. IN ADDITION TO NORMAL ACCESSORIES PROVIDE #5 STANDEES AT 36" O.C. TO SUPPORT TOP REINFORCEMENT IN BASE SLABS, AND #3 U OR Z SHAPE SPACERS AT 72" O.C. EACH WAY IN WALLS WITH TWO CURTAINS OF REINFORCEMENT. k.DOWELS, PIPES AND OTHER INSTALLED MATERIALS AND ACCESSORIES SHALL BE HELD SECURELY IN POSITION DURING CONCRETE PLACEMENT. I. REINFORCING BARS AND ACCESSORIES SHALL NOT BE IN CONTACT WITH ANY PIPE, PIPE FLANGE OR METAL PART EMBEDDED IN CONCRETE. PROVIDE 2" CLEARANCE IN ALL CASES UNLESS OTHERWISE INDICATED. NO EMBEDDED ITEM SHALL BE SUSPENDED FROM, SUPPORTED BY, OR BRACED IN PLACE FROM THE STRUCTURAL REINFORCEMENT. M. UNLESS OTHERWISE SHOWN, PLACE 2—#5 (1 EACH FACE) WITH 2'-0" PROJECTIONS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLABS. 7. STRUCTURAL STEEL a. STRUCTURAL STEEL CONSTRUCTION SHALL CONFORM TO THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS. b.MATERIAL i. STRUCTURAL STEEL PLATES, BARS, ANGLES, AND CHANNELS — — — — — — — — — — — — — — — — — — — ASTM A36 ii. HEADED ANCHOR STUDS (HAS) — — — — — — — — — — — — — ASTM A108, TYPE B FALL WELDING SHALL CONFORM TO AMERICAN WELDING SOCIETY STRUCTURAL WELDING CODE — STEEL (AWS D1.1) AND WILL BE PERFORMED BY WELDERS QUALIFIED BY THE APPROPRIATE AWS TEST FOR THE WELDING PERFORMED. 8. EXISTING CONSTRUCTION a. DIMENSIONS, ELEVATIONS AND DETAILS OF EXISTING CONSTRUCTION HAVE BEEN OBTAINED FROM FIELD INVESTIGATIONS AND AS — CONSTRUCTED DOCUMENTS. THE CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS NECESSARY TO PROPERLY COORDINATE NEW AND EXISTING CONSTRUCTION AND IS REQUIRED TO NOTIFY THE ENGINEER OF ANY VARIATIONS IN THE DETAILS, DIMENSIONS AND ELEVATIONS OF EXISTING CONSTRUCTION WITH THAT SHOWN ON THE DRAWINGS. b.CLEAN AND PREPARE ALL EXISTING SURFACES WHICH WILL BE IN CONTACT WITH NEW CONSTRUCTION AS INDICATED AND AS ACCEPTABLE TO ENGINEER. APPLY BONDING AGENT TO ALL EXISTING CONCRETE AND MASONRY SURFACES WHICH WILL BE IN CONTACT WITH NEW CONCRETE IMMEDIATELY PRIOR TO PLACEMENT. c.PROTECT EXISTING MATERIALS FROM DAMAGE DURING CONSTRUCTION. d. FURNISH AND INSTALL TEMPORARY SHORING OR BRACING AS NECESSARY TO PROVIDE SUPPORT AND STABILITY FOR EXISTING WALLS AND FRAMING DURING DEMOLITION AND CONSTRUCTION. ACCEPTABILITY R. TEMPLADO 09.29.20 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED M. METTLER _ 09.29.20 iflEE'}� APPROVED BY DEPT. DATE I M. METTLER 09.29.20 CHECKED D. MURATA 09.29.20 SUBTITLE IN COMPLIANCE WITH CITY OF RENTON STANDARDS R-413741 STRUCTURAL GENERAL NOTES PERMIT SUBMITTAL DESIGN BY DOWN BOWL CURRENT REVISION SYMBOL W5184605 I SHEET TITUE- APRON A —SITE STORMWATER IMPROVEMEN-TS (SIAILLS A347) I SITE 05-YD j STRUCTURAL MASTER RENTON, WAIDw S285 DATE 09.29.20 _. DATE 09.29.20 SEQUENCE NO. s 1 Cp N N `F1 NAL 05—APRON—A—S286 1 1 Lu TYPE 2 CATCH OR MAI DIAGONAL BARS (2)#6 (4) PLAC EXTEND 1'-O" THE CATCH BAD q OPENING TOP RE NFORCEMENT PLAN SCALE: 1 /2" = 1 '-O" #5@6" PLASTIC OR ' POLYETHYLENE BARRIER TYP. 6" MIN CRUSHED ROCK COMPACTED TO 95% PER ASTM D-1557 #4@8" RADIALLY SPACED AROUND OPENING DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. 2'-10" _1_ 2'-11" 2'-3„ 2" CLR TYP 4'-0" 5'-0" C�'77 L 3x3x1 /4 W/ 1 /2 DIA. BY 4" HEADED ANCHOR STUDS EVENLY SPACED @ 60" O.C. W/ NO LESS THAN (6) STUDS PER LENGTH OF ANGLE AROUND THE PERIMETER OF THE OPENING RE NEORCED SLAB — SECTION SCALE: 1 /2" = 1 '-O" q OPENING I ,/-#4'S@8" RADIALLY SPACED AROUND S286 #4'S@8" RADIALLY SPACED AROUND OPENING -FOR TOP REINFORCEMENT SEE PLAN FINISHED GRADE �oo�000 2 Of I J C� -FOR BOTTOM REINFORCEMENT SEE PLAN -3" COMPRESSIBLE STYROFOAM TYPE 2 CATCH BASIN. SEE CIVIL DRAWINGS FOR DETAILS. S286 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES —APRON A Cl PROJECT RT MJM 04.13.16 — APRON A Cl PROJECT — SITE DCN-06 RT MJM 09.27.16 — CITY OF RENTON PERMIT REVIEW COMMENTS RT MJM 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT MJM 10.28.16 — APRON A Cl PROJECT — SITE DCN-01 RT SD 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% RT MJM 01.17.18 — APRON A Cl PROJECT — SITE DCN-02 RT SD 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT MJM 07.14.20 — APRON A Cl PROJECT — SITE DCN-03 RT SD 08.05.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT MJM 09.29.20 TYPE 2 CATCH OR MAI` DIAGONAL BARS (2)#6 (4) PLAC EXTEND 1'-O" THE CATCH BAD `A BOTTOM REINFORCEMENT PLAN SCALE: 1 /2" = 1'-0" NinT[�_- SEE STRUCTURAL GENERAL NOTES SHEET S285 FOR DESIGN CRITERIA, SPECIAL INSPECTION REQUIREMENTS, MATERIALS AND GENERAL DESIGN, AND CONSTRUCTION INFORMATION. J . ACCEPTABILITY R. TEMPLADO oy WAskITT� THIS DESIGN AND/OR CHECKED �� SPECIFICATION IS APPROVED M. METTLER ENGINEER APPROVED BY DEPT. DATE M. METTLER CHECKED D. MURATA 36769 4 APPROVED ��•�� �ECI STER�1$�� ' N — `SSIONAL E� APPROVED Jq OPENING S286 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PERMIT SUBMITTAL DESIGN BY DOWL R-413742 M L SUBTITLE 09.29.20 48 INCH - MH REINFORCED CONCRETE COVER 09.29.20 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) 09 SITE 05-YD STRUCTURAL MASTER RENTON, Wq I DWG NO. ��OWL 1ivilli lEti3:111. S286 DATE 09.29.20 05-APRON-A-S286 [I191111111►0S11111111111 S2 1 1 W TYPE 2 C Ell DIAGONAL BARS (2)#6 (4) PLAC EXTEND 1'-0" THE CATCH BAS OPENING TOP REINFORCEMENT PLAN SCALE: 1/2" = 1'-0" #5@6" 2'-4" 2'-11" 4" Of o� o 00 n PLASTIC OR POLYETHYLENE BARRIER TYP. 6" MIN CRUSHED ROCK COMPACTED TO 95% PER ASTM D-1557 #4@8" RADIALLY SPACED AROUND OPENING DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. 2" CLR TYP 11 A I, J 5'-0" 5'-10" 0 L 3x3x1 /4 W/ 1/2 DIA. BY 4" HEADED ANCHOR STUDS EVENLY SPACED @ 60" O.C. W/ NO LESS THAN (6) STUDS PER LENGTH OF ANGLE AROUND THE PERIMETER OF THE OPENING REINFORCED SCALE: 1/2" = 1'-0" SLAB - SECTION OPENING S287 -#4'S@8" RADIALLY SPACED AROUND OPENING FOR TOP REINFORCEMENT SEE PLAN /-FINISHED GRADE zf� Z� L J U FOR BOTTOM REINFORCEMENT SEE PLAN -3" COMPRESSIBLE STYROFOAM -TYPE 2 CATCH BASIN. SEE CIVIL DRAWINGS FOR DETAILS. S287 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES —APRON A Cl PROJECT RT MJM 04.13.16 — APRON A Cl PROJECT — SITE DCN-06 RT MJM 09.27.16 — CITY OF RENTON PERMIT REVIEW COMMENTS RT MJM 05.23,16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT MJM 10.28.16 — APRON A Cl PROJECT — SITE DCN-01 RT SD 06.13.16 — APRON A SITE STORMWATER IMPROVEMENTS-30% RT MJM 01.17.18 — APRON A Cl PROJECT — SITE DCN-02 RT SD 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT MJM 07.14.20 — APRON A Cl PROJECT — SITE DCN-03 RT SD 08.05.16 — APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT MJM 09.29.20 TYPE 2 CATCH OR MAI` DIAGONAL BARS (2)#6 (4) PLAC EXTEND 1'-0" THE CATCH BAS Q� BOE/NG` ri- OPENING 10'-3" 2" 2,-4" 2,-8" 1 2,-4" 2'-6„ (8)#8@4" (5)#8@8" (8)#8@4" (6)#8@6" BOTTOM REINFORCEMENT PLAN SCALE: 1/2" SEE STRUCTURAL GENERAL NOTES SHEET S285 FOR DESIGN CRITERIA, SPECIAL INSPECTION REQUIREMENTS, MATERIALS AND GENERAL DESIGN, AND CONSTRUCTION INFORMATION. J. ACCEPTABILITY R. TEMPLADO CHECKED M. METTLER WAS hrIT� L �a THIS DESIGN AND/OR SPECIFICATION IS APPROVED ENGINEER M. METTLER APPROVED BY DEPT. I DATE CHECKED D. MURATA I6769 �Q f STER��1$� NA L E� APPROVED - APPROVED zL*zzI NI Lo I 00 I � N 00 00 c � I 3" 00 0 00 I d- 0o I c N °1 OPENING o � 2 S287 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PERMIT SUBMITTAL DESIGN BY DOWL R-413743 AIL SUBTITLE 09.29.20 60 INCH - MH REINFORCED CONCRETE COVER 09.29.20 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) 09 SITE 05-YD STRUCTURAL MASTER RENTON, Wq °wc No. 4fL DOWL W5184605 S287 DATE 09.29.20 05-APRON-A-S287 09.29.20 S3 1 1 W TYPE 1 CB OUTLINE DIAGONAL BARS (2)#8 (4) PLACE 4 FT. LONG M I N L TOP REINFORCEMENT PLAN SCALE: 1/2" = 1'-O" 2 io 0 w � I b v I a is N N J Q N -' J � cy w S288 TYPE 1 CB OUTLINE DIAGONAL BARS (2)#8 (4) PLACES. 4 FT. LONG MIN. BOTTOM REINFORCEMENT PLAN SCALE: 1/2" = 1'-0" S288 L 3x3x1 /4 W/ 1/2 DIA. BY 4" HEADED ANCHOR STUDS @ 10" O.C. W/ NO LESS THAN (2) STUDS PER LENGTH OF ANGLE AROUND THE PERIMETER OF THE OPENING 5@6" O.C. #5@6" AROUND OPENING #5@6" O.C. # L 3x3x1 /4 W/ 1/2 DIA. BY 4" HEADED ,„ FOR TOP REINFORCEMENT 2 -8 FOR TOP REINFORCEMENT 2_2 ANCHOR STUDS @ 10 O.C. W/ NO LESS SEE PLAN ALL @AROUND 3" cLR 4" 2'-°" SEE PLAN THAN (2) STUDS PER LENGTH OF ANGLE 1" 2'-0" TYPFINISHED GRADE AROUND THE PERIMETER OF THE OPENING FINISHED GRADE (TYP.) if NOTE: SEE STRUCTURAL GENERAL NOTES SHEET S285 w vc 7(D OCO00 M�� v�o FOR DESIGN CRITERIA, SPECIAL INSPECTION o o o 077 0 0 o REQUIREMENTS MATERIALS AND GENERAL o� o o� o oho o� o o U�o V� o o > o cv,0 0 0� �o DESIGN, AND CONSTRUCTION INFORMATION. / jam/ 6" MIN CRUSHED ROCK s COMPACTED TO 95% FOR BOTTOM REINFORCEMENT 3" COMPRESSIBLE FOR BOTTOM REINFORCEMENT PER ASTM D-1557 - SEE PLAN STYROFOAM SEE PLAN VARIES 3" COMPRESSIBLE VARIES 24 TO 32 PLASTIC OR POLYETHYLENE TYPE 1 CB. 28"TO 30" STYROFOAM VARIES BARRIER SEE CIVIL DRAWINGS VARIES 34" TO 40" TYP. FOR DETAILS. 30" TO 36" TYPE 1 CB. SEE CIVIL DRAWINGS FOR DETAILS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT - CITY OF RENTON PERMIT REVIEW COMMENTS - APRON A Cl PROJECT - SITE DCN-01 - APRON A Cl PROJECT - SITE DCN-02 - APRON A Cl PROJECT - SITE DCN-03 REINFORCED SLAB - SECTION SCALE: 1/2" = 1'-0" S288 BY APPROVED DATE SYM REVISION BY APPROVED DATE RT MJM 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT MJM 09.27.16 RT MJM 05.23,16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT MJM 10.28.16 RT SD 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT MJM 01.17.18 RT SD 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT MJM 07.14.20 RT SD 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT MJM 09.29.20 REINFORCED SLAB - SECTION SCALE: 1/2" = 1'-0" iLBOE/NG - i . ACCEPTABILITY R. TEMPLADO CHECKED M. METTLER WAS hrIT� L �a THIS DESIGN AND/OR SPECIFICATION IS APPROVED ENGINEER M. METTLER APPROVED BY DEPT. DATE CHECKED D. MURATA Is�ss �Q f STER��1$� NA L E� APPROVED - APPROVED S288 PERMIT SUBMITTAL DESIGN BY DOWL R-413744 AIL SUBTITLE 09.29.20 TYPE 1 CB - REINFORCED COVER DETAILS 09.29.20 09.29.20 I TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7 09.29.20 SITE 05-YD STRUCTURAL MASTER DATE 09.29.20 40'6DOWL CURRENT REVISION SYMBOL DATE W5184605 — 09.29.20 SHEET SEQUENCE NO. S288 S4 RENTON, WA DWG No. 05-APRON-A-S288 CD N rn N Of Of 1 0 1 Lu SUBSURFACE MANHOLE/VAULT MAT FOUNDATION SCHEDULE FOOTING MARK FINISH GRADE ELEVATION DEPTH OF BURY (FT) MAT ELEVATION (FT) FOOTING SIZE FOOTING REBAR MANHOLE/VAULT DIAMETER OR SIZE STRUCTURE TYPE LENGTH WIDTH THICKNESS TOP MAT BOTTOM MAT A VARIES VARIES VARIES 8'-6" 8'-6" 12" (9) #5's EA. WAY (9) #5's EA. WAY 2'-10" X 2'-6" WSDOT CATCH BASIN TYPE 1 B VARIES VARIES VARIES 4'-0" 4'-0" 12" (4) #5's EA. WAY (4) #5's EA. WAY 2'-10" X 2'-6" WSDOT CATCH BASIN TYPE 1 C VARIES VARIES VARIES 8'-9" 8'-9" 12" (9) #5's EA. WAY (9) #5's EA. WAY 4'-0" WSDOT CATCH BASIN TYPE 2 D 22.09 9.96 10.63 9'-0" 9'-0" 12" (9) #5's EA. WAY (9) #5's EA. WAY 4'-0" WSDOT CATCH BASIN TYPE 2 E 22.17 10.15 10.52 9'-0" 9'-0" 12" (9) #5's EA. WAY (9) #5's EA. WAY 4'-0" WSDOT CATCH BASIN TYPE 2 G 21.92 6.89 13.53 9'-0" 9'-0" 12" (9) #5's EA. WAY (9) #5's EA. WAY 4'-0" WSDOT CATCH BASIN TYPE 2 N ES: R F CIN ST S E B EV Y AC A OS FO IN E HS ND ID 2. SEE PLAN SHEETS C296, C302, AND C303 FOR LOCATIONS OF SPREAD FOOTINGS UNDER MANHOLES AND VAULTS. 3. SEE STORM DRAINAGE PROFILE SHEETS C304 THROUGH C306 FOR MANHOLE BASE DEPTHS. I-IA11C"1 lr-n j MANHOLE } a LL a LL i"� " OVEREXCAVATE SUBGRADE 24FOLLOWED BY THE I-LhULiViuv i Ur i U Ur QUhRR i STALLS. PLACE ONE LAYER OF TENSAR BX1500 GEOGRID FOLLOWED BY 6" CLEAN CRUSHED ROCK. COMPACT BACKFILL TO A FIRM, FLAT AND UNYIELDING SURFACE USING VIBRATORY COMPACTOR HAVING A MINIMUM WEIGHT OF 800 POUNDS. ORCING SECTION A -A LENGTH � MANHOLE P LAN SUBSURFACE MANHOLE/VAULT MAT FOUNDATION DETAILS SCALE: NTS DATUM NOTE: PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT MJM 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT MJM 09.27.16 - CITY OF RENTON PERMIT REVIEW COMMENTS RT MJM 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT MJM 10.28.16 - APRON A Cl PROJECT - SITE DCN-01 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT MJM 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 07.19,16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT MJM 07.14.20 - APRON A Cl PROJECT - SITE DCN-03 __F 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT MJM 09.29.20 iL / ff"ANG° '- Ivini 41 1\/ LL DIA S289 i . WAS T� �a _ ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEERM. METTLER APPROVED BY DEPT. DATE CHECKED D. MURATA NAL W nTF- SEE STRUCTURAL GENERAL NOTES SHEET S285 FOR DESIGN CRITERIA, SPECIAL INSPECTION REQUIREMENTS, MATERIALS AND GENERAL DESIGN, AND CONSTRUCTION INFORMATION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS PERMIT SUBMITTAL DESIGN BY DOWL R-413745 AIL SUBTITLE 09.29.20 REINFORCEMENT DETAILS-MH & VAULT MAT FOUNDATION 09.29.20 09.29.20 TITLE APRON A —SITE STORMWATER IMPROVEMENTS (STALLS A3—A7) 09 RENTON SITE STRUCTURAL MASTER RENTON, Wq I Dwc No. BOWL REVISION SYMBOL I W5184605 0 R� S289 DATE 09.29.20 05—APRON—A—S289 09.29.20 S5 Fqa 1 1 Lu SHORING ENLARGED SITE PLAN S2901 C296 5;UALL: 1 =5 SHORING NOTES: 1. THE INFORMATION SHOWN ON THIS PLAN IS PROVIDED TO AID 6. ALL SHEET PILE SHALL BE LEFT IN PLACE AND CUT OFF 3' THE CONTRACTOR IN PREPARING A FORMAL ENGINEERED BELOW EXISTING GRADE OR AS NEEDED FOR PIPE INSTALLATION. SHORING DESIGN SUBMITTAL. THE CONTRACTOR'S SHORING DESIGN SHALL MEET OR EXCEED THE REQUIREMENTS INCLUDED 7. VERIFY EXISTING BURIED UTILITIES INCLUDING SIZE, TYPE AND ON THIS PLAN. THE EXACT CONFIGURATION OF THE SHORED DEPTH PRIOR TO DRIVING SHEET PILES. AREA AND THE SHEET PILE SECTIONS TO BE USED SHALL BE DETERMINED BY THE CONTRACTOR AND SHALL BE DOCUMENTED 8. PLACE DEWATERING SUMPS WITHIN INDIVIDUAL CELLS AS NEEDED IN THE DESIGN. TO COMPLETE INSTALLATION OF CATCH BASINS AND VAULTS. 2. THE SHEET PILE PERIMETER SHALL CONSIST OF FULLY 9. GROUNDWATER CAN BE WITHIN 3 FEET OF THE SURFACE DURING INTERLOCKED SHEET PILE TO MINIMIZE GROUND WATER AND IMMEDIATELY AFTER PERIODS OF HEAVY PRECIPITATION, PENETRATION. OTHERWISE GROUNDWATER IS TO BE ANTICIPATED AT APPROXIMATELY 5.5 TO 6.5 FEET BELOW THE SURFACE. 3. THE SHEET PILE STAGE DIVIDER SECTIONS AREA DESIGNED TO MINIMIZE THE SIZE OF THE OPEN EXCAVATION. 10. ANTICIPATED GROUNDWATER FLOW RATES INTO THE CELLS IS ESTIMATED AT 15 TO 50 GALLONS PER 24 HOURS PER LINEAL 4. THE CONTRACTOR SHALL NOTE TO EXCAVATE MORE THAN ONE FOOT OF SHEET PILE WALL PER S&EE'S GEOTECHNICAL REPORT DATUM NOTE. STAGE AT A TIME. DATED 5/25/2020. PLANS PREPARED USING NGVD 29 AS THE 5. THE CONTRACTOR SHALL INSTALL ALL STRUCTURES AND VERTICAL DATUM. TO CONVERT TO NAVD 88 BACKFILL THE EXCAVATED AREA UP TO A MINIMUM OF 5' BELOW ADD 3.556 FEET TO ALL ELEVATIONS. GRADE PRIOR TO MOVING TO THE NEXT STAGE. SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG 737 MAX FLIGHTLINE UTILITIES -APRON A Cl PROJECT RT MJM 04.13.16 - APRON A Cl PROJECT - SITE DCN-06 RT MJM 09.27.16 V - CITY OF RENTON PERMIT REVIEW COMMENTS RT MJM 05.23.16 - RECORD DRAWING - 737 MAX FLIGHTLINE UTILITIES RT MJM 10.28.16 ® O - APRON A Cl PROJECT - SITE DCN-01 06.13.16 - APRON A SITE STORMWATER IMPROVEMENTS-30% RT MJM 01.17.18 - APRON A Cl PROJECT - SITE DCN-02 07.19.16 - APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT MJM 07.14.20 O - APRON A Cl PROJECT - SITE DCN-03 08.05.16 - APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT MJM 09.29.20 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED R. TEMPLADO CHECKED T. NEU ENGINEER M. METTLER APPROVED BY DEPT. DATE CHECKED D. MURATA APPROVED 5 2.5 0 2.5 5 10 SCALE: 1:5 STAGE 3 STAGE DIVIDERS KEEP SHEET PILE MINIMUM OF 2' FROM EDGE OF EXISTING PIPE NinTP-- x i THE 12 FOOT DEEP CELLS REQUIRE A MINIMUM SHEET PILE LENGTH OF 38 FEET, WHEREAS THE 10 FOOT DEEP CELLS REQUIRE A 35 FOOT MINIMUM LENGTH. IN COMPLIANCE WITH CITY OF RENTON STANDARDS PERMIT SUBMITTAL DESIGN BY DOWL R-413746 41 L SUBTITLE CURRENT 09.29.20 ENLARGED SHORING PLAN 09.29.20 SHEET 09.29.20 TITLE APRON A -SITE STORMWATER IMPROVEMENTS (STALLS A3-A7) 09.29.20 RENTON SITE JOB N0. STRUCTURAL MASTER RENTON,WA DWG NO. 40'6DOWL REVISION SYMBOL W5184605 S290 DATE 09.29.20 09.29.20 COMP N0. S6. 05-APRON-A-S290 N N Fqa 1 1 Lu GROUND SURFACE SHEET PILE ---\ DEPTH (FEET) 0 r____ BOTTOM 4 10 20 30 EXCAV) — (INCLUDING OVER—EXCAV) --------- 62.4 590 666 35 ' — HYDROSTATIC 1789 PRESSURE PASSIVE PRESSURE ACTIVE 661 PRESSURE SURCHARGE —INDUCED PRESSURE (100 PSF) 62.4 HYDROSTATIC PRESSURE SECTION - 10 FOOT CANTILEVERED WALL SCALE: NTS IRfillim S291 1. ALL PRESSURES IN POUNDS PER SQUARE FEET (PSI) 2. CALCULATE HYDROSTATIC PRESSURE USING FLUID DENSITY = 62.4 PCF 3. SURCHARGE INDUCED LATERAL LOADS IS UNIFORM AND EXTENDS TO THE DEPTH OF EXCAVATION 4. PASSIVE EARTH PRESSURE INCLUDES A SAFETY FACTOR OF 1.5 5. IGNORE TOP 2 FEET OF PASSIVE PRESSURE 6. CONTROL GROUNDWATER USING LOCAL SUMPS DEPTH (FEET) 0 4 12 GROUND Sl'�rn,.r SHEET PILE BOTTOM OF EXCAVATION (INCLUDING 2FT OVER —EXCAVATION ---------- ---- -- 62.4 20 533 30 35 HYDROSTATIC 1789 PRESSURE SURCHARGE —INDUCED PRESSURE (100 PSF) 62.4 ACTIVE 661 HYDROSTATIC PRESSURE PRESSURE SECTION - 12 FOOT CANTILEVERED WALL SCALE: NTS S291 EARTH PRESSURE DIAGRAMS DEVELOPED AND REPRINTED WITH PERMISSION FROM THE GEOTECHNICAL ENGINEER, S&EE AS DIRECTED BY BOEING. DIAGRAMS ARE INCLUDED IN S&EE'S REPORT OF GEOTECHNICAL INVESTIGATION DATED MAY 29, 2020 FOR THE APRON A —SITE STORMWATER IMPROVEMENT PROJECT. SHORING EARTH PRESSURE DIAGRAM S291 I S290 NU I I U SGALL DATUM NOTE: IN COMPLIANCE WITH CITY OF RENTON STANDARDS PERMIT SUBMITTAL DESIGN BY DOWL DATE 09.29.20 PLANS PREPARED USING NGVD 29 AS THE VERTICAL DATUM. TO CONVERT TO NAVD 88 ADD 3.556 FEET TO ALL ELEVATIONS. R-413747 BOWL SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �� F WAs TT� THIS DESIGN AND/OR 'CHECKED �DO 09.29.20 SHORING EARTH PRESSURE DIAGRAM W5184605 — 09.29.20 ORIG 737 MAX FLIGHTLINE UTILITIES —APRON A Cl PROJECT RT MJM 04.13.16 — APRON A CI PROJECT —SITE DCN-06 RT MJM 09.27.16 �� �� SPECIFICATION IS APPROVED T. NEU 09.29.20 SHEET — CITY OF RENTON PERMIT REVIEW COMMENTS RT MJM 05.23.16 — RECORD DRAWING — 737 MAX FLIGHTLINE UTILITIES RT MJM 10.28.16 ® !"' ENGINEER TITLE APRON A —SITE STORMWATER IMPROVEMENTS STALLS A3—A7 - - _ APPROVED BY DEPT. DATE M. METTLER 09.29.20 S291 7 - C � � j L CHECKED v APRON A Cl PROJECT SITE DCN-01 06.13.16 APRON A SITE STORMWATER IMPROVEMENTS-30% RT MJM 01.17.18 D. MURATA 09.29.20 RENTON SITE 36769 4 APPROVED JOB NO. COMP N0. — APRON A Cl PROJECT — SITE DCN-02 07.19.16 — APRON A SITE STORMWATER IMPROVEMENTS-60% TO IFC RT MJM 07.14.20 .� +�'�,S ECI STER��1$�' - I APRON A Cl PROJECT — SITE DCN-03 08.05.16 — I APRON A SITE STORMWATER REVISIONS PER CITY COMMENTS RT MJM 09.29.20 SIGNAL S APPROVED ]STRUCTURAL MASTER RENTON,WA DWG NO. 05—APRON—A—S291 0 N rn N \