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HomeMy WebLinkAboutzR-4014SetBOEING COMMERCIAL AIRPLANES BUILDING 04mO87 MITIGATION HANGAR VICINITY/ SITE MAP LEGAL DESCRIPTION PARCEL II-80 CITY OF RENTON. KING COUNTY. WASHINGTON LAKE WASHINGTON _ 4-67>> PLAN EW SCALE 1 "— 600'-0" THE FOLLOWING DESCRIBED TRACT OF LAND SHOWS RECORD TITLE VESTED IN THE BOEING COMPANY, A DELAWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE INSURANCE COMPANY, LIMITED LIABILITY REPORT A-253196, DATED JANUARY 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COOORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF GOVERNMENT LOTS 1, 2 AND 3 AND THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 8, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. PARCEL III-80 CITY OF RENTON, KING COUNTY, WASHINGTON THE FOLLOWING DESCRIBED TRACT OF LAND SHOWS RECORD TITLE VESTED IN THE BOEING COMPANY, A DELAWARE CORPORATION, COVERED IN THE PIONEER NATIONAL TITLE INSURANCE COMPANY, LIMITED LIABILITY REPORT A-253195, DATED JANUARY 21, 1980. ALL BEARINGS ARE REFERENCED TO THE GRID MERIDIAN OF THE WASHINGTON COORDINATE SYSTEM, NORTH ZONE. THAT PORTION OF THE NORTHWEST QUARTER AND OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP23 NORTH, RANGE 5 EAST, W.M. IN KING COUNTY, WASHINGTON. CODE SUMMARY DESCRIPTION OF WORK: CONSTRUCT A HANGAR STRUCTURE MEASURING APPROXIMATELY 338'X173' IN PLAN ON APRON R AS AN EXTENSION TO THE EXISTING FINAL ASSEMBLY BUILDING 4-81/82; HEIGHT IS PROPOSED TO BE APPROXIMATELY 88' FT. HIGH (LESS PARAPETS). HANGAR WILL CONSIST OF HIGH BAY ON NORTH AND LOW BAY ON THE SOUTH. EXISTING UTILITIES WITHIN THE FOOTPRINT OF THE HANGAR WILL BE RELOCATED, WITH EXISTING LINES ABANDONED IN PLACE. EXISTING STORM WATER CONVEYANCE SYSTEM TO BE MODIFIED INCLUDING INSTALLATION OF NEW COMBINED BYPASS, OIL/WATER SEPARATOR AND NEW MODULAR WETLAND WATER QUALITY TREATMENT VAULT. OTHER MAJOR UTILITY ITEMS INCLUDE, INSTALL OF NEW ELECTRICAL UNIT SUBSTATION DEDICATED TO THIS BUILDING AND NEW AIR HANDLING SYSTEM LOCATED AT ROOF OF THE HANGAR. 140]►11:L1"to] 13 SKANSKA USA BUILDING, INC BOEING PROJECT ADMINISTRATOR: MARK LORANGER BOEING PROJECT ENGINEER: MEHDI NAKHJIRI BOEING CONTACT: MARK CLEMENT APPLICATIONS/PERMITS RELATED TO PROJECT: PHONE 206-999-2976 PHONE 425-941-2606 PHONE 206-617-2944 SEPA/CIVIL/BUILDING $o„a.mmmo ZONING: UC —URBAN CENTER Qb C. —C PPi a. BUILDING CODE: IBC — 2015 EDITION � l I N. 8TH STREET ACCESSIBLE REQUIREMENTS: IBC CHAPT 11 & ICC/ANSI A117.1, 2003 - OCCUPANCY GROUP:(SEC. 306) S-1 UTJ � P CONSTRUCTION TYPE:(SEC. 603) II—B ALLOWABLE AREA INCREASE: UNLIMITED AREA BUILDING zo C)PARKING 2,1 GARAGE acs FLOOR AREA (ACTUAL): BLDG EXTENSION FOOTPRINT = 63,000 SF 1 ST FLOOR = 58,811 SF Io-zo N. 6TH STREET 2ND FLOOR = 2,919 SF AREA MAP 3RD FLOOR = 6,394 SF Z Z Z z Io-Is W EXISTING BLDG GROSS = 1,094,540 SF z w w w 3 Uj qq BUILDING HEIGHT: (ACTUAL) 88' (LESS PARAPET) M _J m 3 N. 5TH REET STORIES: 2 `y BELLEVU �� EATfLE OCCUPANT LOAD: (ALLOWABLE) THIS BUILDING EXTENSION BELEVUE AREA OCCUPANCY 90 ■ 90 HANGAR — HIGH BAY 49,719 SF HANGAR — HIGH BAY 100 N.4TH REET 5 HANGAR — LOW BAY 5,032 SF HANGAR — LOW BAY 51 OFFICE 5,032 SF OFFICE 50 ISSAQUAH MECH/ELEC 1,038 SF MECH/ELEC 4 PLANT II CONFERENCE — CONFERENCE 0 CLASSROOM — CLASSROOM 0 SOUTH PARK DEV CENTER RENTON EQUIPMENT MEZZ 2,921 SF EQUIPMENT MEZZ 10 99 WAIT I ALL OTHER — ALL OTHER 0 CONDITION OF APPROVAL: CONSTRUCTION OF OUTFALL 004A AND 004, AND THE ASSOCIATED CONVEYANCE SYSTEMS, UNDER THE APRON R INFRASTRUCTURE IMPROVEMENTS MUST BE COMPLETED PRIOR TO TEMPORARY CERTIFICATE OF OCCUPANCY BEING ISSUED. REFERENCE PERMIT # C 18003308. SYM I REVISION ORIG I MITIGATION HANGAR I BY I APPROVED I DATE I SYM C180242 1 KPFF E. GEORGE 1 10.22.18 REVISION BY I APPROVED I DATE TO TACOMA PIERCE CO. PUGET SOUND REGION N NO SCALE y NRIE �/"' 'F WA pro ���Uc U3� ��ys`s j ONAL ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED B. RONIA CHECKED ENGINEER C. GOFF APPROVED BY DEPT. DATE CHECKED G. HENSLEY APPROVED E. GEORGE FIRE PROTECTION: SEPARATION EXT. WALL (NON —BEARING) EXT. WALL (BEARING) INT. WALL (NON —BEARING) INT. WALL (BEARING) STRUCTURAL FRAME FLOORS/CEILINGS ROOF CONSTRUCTION DESIGN LOADS: (IBC CHAPTER 16) ROOF: SNOW LIVE FLOOR: HANGAR MEZZANINE STAIRS WORK AREA WIND EXPOSURE: SPRINKLERED NORTH, SOUTH, WEST N N N N N N N 25 PSF 20 PSF 500 PSF 60 PSF 100 PSF 100 PSF n 41 E SUBTITLE 10.22.18 COVER SHEET 10.22.18 TITLE MITIGATION HANGAR 10.22.18 BUILDING 04-087 10.22.18 ARCHITECTURAL MASTER R-401401 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ENGINEERING Fowler 12/14/2018cthomas REGIONAL FIRE AUTHORITY A N*oDEVELOPMENT aAPPROVED - FAnn 12iiai2ois4<<, ' SURFACE WATER UTILITY CURRENT PLANNING ,�, rstraka 12/14/2018 � amorganroth 12/14/2018 �' CIVIL PERMIT SET V3 DESIGN BY KPFF DATE 10.22.18 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 1q)ff www.kpff.com CURRENT REVISION SYMBOL DATE C 180242 0 R G 10.22.18 SHEET SEQUENCE NO. AO-1 AO-1 RENTON, WA I DWG NO. 04-087—AO Q LH 0 00 0 N z 0 m /) L J M O O M T 1 U C'7 N O O O I 00 T Q Z) J DRAWING INDEX T LU ARCHITECTURAL DRAWINGS: TOTAL DRAWINGS: 50 SEQ. NO. DRAWING NO. (FILENAME) REV. SUBTITLE DATE 30% 60% 90% 100% Civil Permit AO-1 04-087-AO ORIG Cover Sheet 10.22.18 X X X X X X AO-2 04-087-AO ORIG Drawing Index Drawing Index 10.22.18 X X X X X X AO-3 04-087-AO ORIG 10.09.18 X X X X X Al 04-81-82-1A-1-05R R Partial Level One Floor Plan - Removal 10.09.18 X X X X X A2 04-81-82-1A-1-06R R Partial Level One Floor Plan - Removal 10.09.18 X X X X X A3 04-81-82-A98R R Existing Building Elevation - Removal 10.09.18 X X X A4 04-087-CC1 ORIG Code Compliance Plans 10.09.18 X X X X A5 04-087-1A3 ORIG Composite Level One Floor Plan 10.09.18 X X X X A6 04-087-2A3 ORIG Composite Level Two Floor Plan 10.09.18 X X X X A7 04-087-3A3 ORIG Composite Level Three Floor Plan 10.09.18 X X X X X A8 04-087-1A10 ORIG Partial Level One Floor Plan 10.09.18 X X X X X A9 04-087-1A11 ORIG Partial Level One Floor Plan 10.09.18 X X X X X A10 04-087-1Al2 ORIG Partial Level One Floor Plan 10.09.18 X X X X X A11 04-087-1A13 ORIG Partial Level One Floor Plan 10.09.18 X X X X X Al2 04-087-2Al2 ORIG Partial Level Two Floor Plan 10.09.18 X X X X X A13 04-087-2A13 ORIG Partial Level Two Floor Plan 10.09.18 X X X X X A14 04-087-3A11 ORIG Partial Level Three Floor Plan 10.09.18 X X X X X A15 04-087-3A13 ORIG Partial Level Three Floor Plan 10.09.18 X X X X A16 04-087-1A281 ORIG Partial Level One Reflected Ceiling Plan 10.09.18 X X X X A17 04-087-1A282 ORIG Partial Level One Reflected Ceiling Plan 10.09.18 X X X X A18 04-087-1A283 ORIG Partial Level One Reflected Ceiling Plan 10.09.18 X X X X A19 04-087-3A281 ORIG Partial Level Three Reflected Ceiling Plan 10.09.18 X X X X A20 04-087-3A283 ORIG Partial Level Three Reflected Ceiling Plan 10.09.18 X X X X X A21 04-087-A281 ORIG Reflected Ceiling Plan - Upper Roof 10.09.18 X X X X X A22 04-087-RFA160 ORIG Roof Plan 10.09.18 X X X X X A23 04-087-RFA161 ORIG Roof Plan 10.09.18 X A24 04-087-RFA162 ORIG Roof Plan 10.09.18 X A25 04-087-RFA163 ORIG Roof Plan 10.09.18 X A26 04-087-RFA164 ORIG Roof Plan 10.09.18 X X X X X A27 04-087-A60 ORIG Exterior Elevations 10.09.18 X X X X X A28 04-087-A61 ORIG Exterior Elevations 10.09.18 X X X X A29 04-087-A110 ORIG Building Sections 10.09.18 X X X X A30 04-087-A200 ORIG Wall Sections 10.09.18 X X X X A31 04-087-A350 ORIG Door Schedule 10.09.18 X X X X A32 04-087-A360 ORIG Interior Wall Types 10.09.18 X X X A33 04-087-A365 ORIG Finish Schedule 10.09.18 X X X A34 04-087-A370 ORIG Interior Elevations 10.09.18 X X X A35 04-087-A371 ORIG Interior Elevations 10.09.18 X A36 04-087-A450 ORIG Enlarged Plans - Restrooms 10.09.18 X X X A37 04-087-A451 ORIG Enlarged Plans - Stairs 10.09.18 X X A38 04-087-A452 ORIG Enlarged Plans - Stairs 10.09.18 X X A39 04-087-A453 ORIG Enlarged Plans - Stairs 10.09.18 X X A40 04-087-A454 ORIG Enlarged Plans - Stairs 10.09.18 X A41 04-087-A500 ORIG Roof Details 10.09.18 X X A42 04-087-A501 ORIG Envelope Details 10.09.18 X X A43 04-087-A502 ORIG Door Details 10.09.18 X X A44 04-087-A503 ORIG Miscellaneous Details 10.09.18 X X A45 04-087-A504 ORIG Miscellaneous Details 10.09.18 X A46 04-087-A505 ORIG Miscellaneous Details 10.09.18 X A47 04-087-A506 ORIG Casework Details 10.09.18 X CIVIL (TRAFFIC) DRAWINGS: TOTAL DRAWINGS: 7 SEQ. NO. DRAWING NO. (FILENAME) REV. SUBTITLE DATE 30% 60% 90% 100% Civil Permit GENERAL CHANNELIZATION PLAN CT1 RTN-YD-C12E ORIG AREA 3: PHASE 2 09.14.18 X X X X X CT2 RTN-YD-C13E ORIG AREA 3: PHASE 2A 09.14.18 X X X X X CT3 RTN-YD-C13F ORIG AREA 3: PHASE 213-2C 09.14.18 X X X X X CT4 RTN-YD-C14E ORIG AREA 3: PHASE 2D-2E 09.14.18 X X X X X CT5 RTN-YD-C14F ORIG AREA 3: PHASE 3 09.14.18 X X X X X CT6 RTN-YD-Cl1E ORIG AREA 3: PHASE 3 09.14.18 X X X CD1 RTN-YD-CD1 ORIG CHANNELIZATION DETAILS 10.22.18 X X X X X CIVIL (SITE) DRAWINGS: TOTAL DRAWINGS: 70 SEQ. NO. DRAWING NO. (FILENAME) REV. SUBTITLE DATE 30% 60% 90% 100% Civil Permit GENERAL C01 RTN-YD-0501-1A ORIG GENERAL NOTES, LEGEND, AND ABBREVIATIONS 09.14.18 X X CO2 RTN-YD-0501 -1 B ORIG GENERAL NOTES AND HORIZONTAL CONTROL 09.14.18 X X CO3 RTN-YD-0501 -1 C ORIG GENERAL SITE STRUCTURAL NOTES 09.14.18 X C04 RTN-YD-0501-1 D ORIG GENERAL SITE STRUCTURAL NOTES 09.14.18 X REMOVAL C05 RTN-YD-11 E-R C PARTIAL SITE REMOVAL PLAN 09.14.18 X X C06 RTN-YD-12E-R J PARTIAL SITE REMOVAL PLAN 09.14.18 X X C07 RTN-YD-13E-R L PARTIAL SITE REMOVAL PLAN 09.14.18 X X C08 RTN-YD-14E-R J PARTIAL SITE REMOVAL PLAN 09.14.18 X X C09 RTN-YD-14F-R U PARTIAL SITE REMOVAL PLAN 09.14.18 X X C10 RTN-YD-17E-R M PARTIAL SITE REMOVAL PLAN 09.14.18 X C11 RTN-YD-17F-R M PARTIAL SITE REMOVAL PLAN 09.14.18 X C12 RTN-YD-18E-R N PARTIAL SITE REMOVAL PLAN 09.14.18 X C13 RTN-YD-18F-R Q PARTIAL SITE REMOVAL PLAN 09.14.18 X TESC C14 RTN-YD-0501-2A ORIG TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 09.14.18 X X C15 RTN-YD-0501-2B ORIG TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 09.14.18 X X C16 RTN-YD-0501-2C ORIG TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 09.14.18 X X C17 RTN-YD-0501-2D ORIG TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS 09.14.18 X PRELOAD C18 RTN-YD-0501-2E ORIG PRELOAD PLAN 09.14.18 09.14.18 X X X X C19 RTN-YD-0501-2F ORIG PRELOAD DETAILS C20 RTN-YD-0501-2G ORIG PRELOAD DETAILS WET VAULT REMOVAL DETAILS 09.14.18 X C21 RTN-YD-0501-2H ORIG 09.14.18 X X CONSTRUCTION PHASING C22 RTN-YD-0501-3A ORIG CONSTRUCTION PHASING NOTES AND DETAILS 09.14.18 X C23 RTN-YD-0501-3B ORIG AREA 3: PHASE 2A 09.14.18 X C24 RTN-YD-0501-3C ORIG AREA 3: PHASE 2B 09.14.18 X C25 RTN-YD-0501-3D ORIG AREA 3: PHASE 3 AREA 3: PHASE 4 09.14.18 X C26 RTN-YD-0501-3E ORIG 09.14.18 X PARTIAL SITE AND UTILITIES C27 RTN-YD-11 E C PARTIAL SITE UTILITIES PLAN 09.14.18 X X C28 RTN-YD-12E J PARTIAL SITE UTILITIES PLAN PARTIAL SITE UTILITIES PLAN PARTIAL SITE UTILITIES PLAN 09.14.18 X X C29 RTN-YD-13E L 09.14.18 X X C30 RTN-YD-14E J 09.14.18 X X C31 RTN-YD-14F U PARTIAL SITE UTILITIES PLAN 09.14.18 X X C32 RTN-YD-17E M PARTIAL SITE UTILITIES PLAN 10.22.18 X C33 RTN-YD-17F M PARTIAL SITE UTILITIES PLAN 10.22.18 X X C34 RTN-YD-18E N PARTIAL SITE UTILITIES PLAN 10.22.18 X C35 RTN-YD-18F Q PARTIAL SITE UTILITIES PLAN 10.22.18 X X PAVING AND GRADING C36 RTN-YD-0501-5A ORIG PAVING AND GRADING PLAN PAVING AND GRADING PLAN 09.14.18 X X C37 RTN-YD-0501-5B ORIG 09.14.18 X X C38 RTN-YD-0501-5C ORIG PAVING AND GRADING PLAN PAVING AND GRADING DETAILS 09.14.18 X C39 RTN-YD-0501-5D ORIG 09.14.18 X X STORM DETAILS C40 RTN-YD-0501-6A ORIG STORM DETAILS STORM DETAILS 09.14.18 X X C41 RTN-YD-0501-6B ORIG 09.14.18 X X C42 RTN-YD-0501-6C ORIG STORM DETAILS STORM DETAILS 09.14.18 X C43 RTN-YD-0501-6D ORIG 09.14.18 X C44 RTN-YD-0501-6E ORIG STORM DETAILS 09.14.18 X C45 RTN-YD-0501-6F ORIG STORM DETAILS 09.14.18 X C46 RTN-YD-0501-6G ORIG STORM DETAILS 09.14.18 X C47 RTN-YD-0501-6H A STORM DETAILS 10.22.18 X C48 RTN-YD-0501-6J ORIG STORM DETAILS 09.14.18 X C49 RTN-YD-0501-6K ORIG STORM DETAILS 09.14.18 X C50 RTN-YD-0501-6L ORIG STORM DETAILS 09.14.18 X C51 RTN-YD-0501-6M ORIG STORM DETAILS 09.14.18 X C52 RTN-YD-0501-6N ORIG STORM DETAILS 09.14.18 X C53 RTN-YD-0501-6P ORIG STORM DETAILS 09.14.18 X C54 RTN-YD-0501-6Q A STORM DETAILS - EXISTING GRADES AT LOT S7 10.22.18 X LANDSCAPE L01 RTN-YD-L501-7A ORIG PLANTING PLAN AND NOTES 09.14.18 X L02 RTN-YD-L501-7B ORIG PLANTING DETAILS 09.14.18 10.22.18 X X L03 RTN-YD-L501-7C ORIG IRRIGATION PLAN AND NOTES L04 RTN-YD-L501-7D ORIG IRRIGATION DETAILS IRRIGATION DETAILS 10.22.18 X L05 RTN-YD-L501-7E ORIG 10.22.18 X SITE STRUCTURAL SS01 RTN-YD-SS01 ORIG SHORING DETAILS 09.14.18 X X X SS02 RTN-YD-SS02 ORIG SHORING DETAILS 09.14.18 X X X SS03 RTN-YD-SS03 ORIG STRUCTURAL VAULT DETAILS STRUCTURAL VAULT DETAILS 09.14.18 X X X SSO4 RTN-YD-SSO4 ORIG 09.14.18 X X X SS05 RTN-YD-SS05 ORIG STRUCTURAL VAULT DETAILS 09.14.18 X X X SS06 RTN-YD-SS06 ORIG STRUCTURAL VAULT DETAILS 09.14.18 X X X SS07 RTN-YD-SS07 ORIG MISCELLANEOUS STRUCTURAL DETAILS 09.14.18 X X X UTILITIES M01 RTN-YD-M501-1A ORIG TEMPORARY UTILITY PLAN 09.14.18 09.14.18 X X X X M02 RTN-YD-M501-1 B ORIG TEMPORARY UTILITY DETAILS M03 RTN-YD-0501 -1 C ORIG PERMANENT UTILITY DETAILS 09.14.18 X X M04 RTN-YD-M501-ID ORIG UTILITY DETAILS 09.14.18 X STRUCTURAL DRAWINGS: TOTAL DRAWINGS: 90 SEQ. NO. DRAWING NO. (FILENAME) REV. SUBTITLE DATE 30% 60% 90% 100% Civil Permit S1 04-087-S2a ORIG STRUCTURAL NOTES 10.09.18 X X X X X S2 04-087-S2b ORIG STRUCTURAL NOTES 10.09.18 X X X X X S3 04-087-S2c ORIG STATEMENT OF SPECIAL INSPECTIONS 10.09.18 X X X S4 04-087-S2d ORIG STATEMENT OF SPECIAL INSPECTIONS 10.09.18 X X X S5 04-087-S2e ORIG STATEMENT OF SPECIAL INSPECTIONS 10.09.18 X X X S6 04-087-S2f ORIG STATEMENT OF SPECIAL INSPECTIONS 10.09.18 X X X S7 04-087-S2g ORIG CRANE LOAD PROVISIONS 10.09.18 X X S8 04-81-82-1 S-1 -05R C PARTIAL FOUNDATION PLAN - REMOVAL 10.09.18 X X X X X S9 04-81-82-1S-1-06R D PARTIAL FOUNDATION PLAN - REMOVAL 10.09.18 X X X X X S10 04-81-82-1S-2-05R D PARTIAL LEVEL ONE FLOOR SLAB PLAN - REMOVAL 10.09.18 X X X X X S11 04-81-82-1S-2-06R B PARTIAL LEVEL ONE FLOOR SLAB PLAN - REMOVAL 10.09.18 X X X X X S12 04-81-82-RFS-5-05R C PARTIAL ROOF FRAMING PLAN - REMOVAL 10.09.18 X X X X X S13 04-81-82-RFS-5-06R C PARTIAL ROOF FRAMING PLAN - REMOVAL 10.09.18 X X X X X S14 04-087-1S10 ORIG PARTIAL FOUNDATION PLAN 10.09.18 X X X X X S15 04-087-1S11 ORIG PARTIAL FOUNDATION PLAN 10.09.18 X X X X X S16 04-087-1S12 ORIG PARTIAL FOUNDATION PLAN 10.09.18 X X X X X S17 04-087-1S13 ORIG PARTIAL FOUNDATION PLAN 10.09.18 X X X X X S18 04-087-1S60 ORIG PARTIAL LEVEL ONE FLOOR SLAB PLAN 10.09.18 X X X X X S19 04-087-1S61 ORIG PARTIAL LEVEL ONE FLOOR SLAB PLAN 10.09.18 X X X X X S20 04-087-1S62 ORIG PARTIAL LEVEL ONE FLOOR SLAB PLAN 10.09.18 X X X X X S21 04-087-1S63 ORIG PARTIAL LEVEL ONE FLOOR SLAB PLAN 10.09.18 X X X X X S22 04-087-2S112 ORIG PARTIAL LEVEL TWO FLOOR FRAMING PLAN 10.09.18 X X X X X S23 04-087-2S113 ORIG PARTIAL LEVEL TWO FLOOR FRAMING PLAN 10.09.18 X X X X X S24 04-087-3S111 ORIG PARTIAL LEVEL THREE FLOOR FRAMING PLAN 10.09.18 X X X X X S25 04-087-3S113 ORIG PARTIAL LEVEL THREE FLOOR FRAMING PLAN 10.09.18 X X X X X S26 04-087-RFS160B ORIG PARTIAL ROOF BOTTOM CHORD FRAMING PLAN 10.09.18 X X X X X S27 04-087-RFS160T ORIG PARTIAL ROOF TOP CHORD FRAMING PLAN 10.09.18 X X X X X S28 04-087-RFS161B ORIG PARTIAL ROOF BOTTOM CHORD FRAMING PLAN 10.09.18 X X X X X S29 04-087-RFS161T ORIG PARTIAL ROOF TOP CHORD FRAMING PLAN 10.09.18 X X X X X S30 04-087-RFS162B ORIG PARTIAL ROOF BOTTOM CHORD FRAMING PLAN 10.09.18 X X X X X S31 04-087-RFS162T ORIG PARTIAL ROOF TOP CHORD FRAMING PLAN 10.09.18 X X X X X S32 04-087-RFS163B ORIG PARTIAL ROOF BOTTOM CHORD FRAMING PLAN 10.09.18 X X X X X S33 04-087-RFS163T ORIG PARTIAL ROOF TOP CHORD FRAMING PLAN 10.09.18 X X X X X S34 04-087-S210 ORIG BRACED FRAME ELEVATIONS 10.09.18 X X X X X S35 04-087-S211 ORIG BRACED FRAME ELEVATIONS 10.09.18 X X X X X S36 04-087-S212 ORIG BRACED FRAME ELEVATIONS 10.09.18 X X X X S37 04-087-S213 ORIG BRACED FRAME ELEVATIONS 10.09.18 X X X X S38 04-087-S214 ORIG BRACED FRAME ELEVATIONS 10.09.18 X X X X S39 04-087-S215 ORIG WALL GIRT ELEVATIONS 10.09.18 X X X X X S40 04-087-S216 ORIG WALL GIRT ELEVATIONS 10.09.18 X X X X X S41 04-087-S217 ORIG WALL GIRT ELEVATIONS 10.09.18 X X X X X S42 04-087-S218 ORIG WALL GIRT ELEVATIONS 10.09.18 X X X X X S43 04-087-S219 ORIG WALL GIRT ELEVATIONS 10.09.18 X X X X X S44 04-087-S220 ORIG BUILT-UP COLUMN ELEVATIONS 10.09.18 X X X X S45 04-087-S221 ORIG STAIR ELEVATIONS 10.09.18 X X X X S46 04-087-S280 ORIG TYPICAL CONCRETE DETAILS 10.09.18 X X X X X S47 04-087-S281 ORIG FOUNDATION DETAILS 10.09.18 X X X X X S48 04-087-S282 ORIG FOUNDATION DETAILS 10.09.18 X X X X X S49 04-087-S283 ORIG FOUNDATION DETAILS 10.09.18 X X S50 04-087-S284 ORIG TRENCH DETAILS 10.09.18 X X X X S51 04-087-S285 ORIG SLAB ON GRADE DETAILS 10.09.18 X X S52 04-087-S286 ORIG SLAB ON GRADE DETAILS 10.09.18 X X S53 04-087-S287 ORIG PRECAST WALL DETAILS 10.09.18 X X S54 04-087-S320 ORIG MAIN SPAN TRUSS ELEVATIONS 10.09.18 X X X X X S55 04-087-S321 ORIG MAIN SPAN TRUSS BRACING 10.09.18 X X X S56 04-087-S322 ORIG BOX TRUSS ELEVATION 10.09.18 X X X X X S57 04-087-S323 ORIG BOX TRUSS ELEVATION 10.09.18 X X X S58 04-087-S324 ORIG BOX TRUSS TOP CHORD PLAN 10.09.18 X X X S59 04-087-S325 ORIG BOX TRUSS BOTTOM CHORD PLAN 10.09.18 X X X S60 04-087-S326 ORIG TRUSS GIRDER ELEVATION 10.09.18 X X X X X S61 04-087-S327 ORIG TRUSS CONNECTION DETAILS 10.09.18 X X X S62 04-087-S328 ORIG TRUSS CONNECTION DETAILS 10.09.18 X X X S63 04-087-S400 ORIG TYPICAL STEEL DETAILS 10.09.18 X X X X X S64 04-087-S401 ORIG TYPICAL STEEL DETAILS 10.09.18 X X X X X S65 04-087-S402 ORIG TYPICAL STEEL DETAILS 10.09.18 X X S66 04-087-S403 ORIG TYPICAL STEEL DETAILS 10.09.18 X X S67 04-087-S404 ORIG STEEL DETAILS 10.09.18 X X X X S68 04-087-S405 ORIG STEEL DETAILS 10.09.18 X X X X S69 04-087-S406 ORIG STEEL DETAILS 10.09.18 X X X S70 04-087-S407 ORIG STEEL DETAILS 10.09.18 X X X S71 04-087-S408 ORIG STEEL DETAILS 10.09.18 X X X S72 04-087-S409 ORIG STEEL DETAILS 10.09.18 X X S73 04-087-S410 ORIG STEEL DETAILS 10.09.18 X X S74 04-087-S411 ORIG STEEL DETAILS 10.09.18 X X S75 04-087-S412 ORIG STEEL STAIR DETAILS 10.09.18 X X S76 04-087-S413 ORIG STEEL STAIR DETAILS 10.09.18 X X S77 04-087-S414 ORIG STEEL GIRT DETAILS 10.09.18 X X S78 04-087-S415 ORIG STEEL GIRT DETAILS 10.09.18 X X S79 04-087-S450 ORIG ENLARGED PLANS 10.09.18 X X X X S80 04-087-S451 ORIG ENLARGED PLANS 10.09.18 X X X X S81 04-087-S452 ORIG ENLARGED PLANS 10.09.18 X X S82 04-087-S500 ORIG FOUNDATIONS SECTIONS 10.09.18 X X X S83 04-087-S501 ORIG FOUNDATIONS SECTIONS 10.09.18 X X X S84 04-087-S502 ORIG STEEL FRAMING SECTIONS 10.09.18 X X X S85 04-087-S503 ORIG STEEL FRAMING SECTIONS 10.09.18 X X S86 04-087-S504 ORIG MEP SUPPORT DETAILS 10.09.18 X X S87 04-087-S505 ORIG MEP SUPPORT DETAILS 10.09.18 X X S88 04-087-S506 ORIG MEP SUPPORT DETAILS 10.09.18 X S89 04-087-S507 ORIG MEP SUPPORT DETAILS 10.09.18 X X S90 04-087-S508 ORIG TYPICAL ARCHITECTURAL SUPPORT DETAILS 10.09.18 CIVIL PERMIT SET V3 DESIGN BY: KPFF DATE: 10.22.18 1601 Fifth Avenue, Suite 1600 lqjff Seattle, WA 98101 206.622.5822 kpff.com R-401402 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE AR j E DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE j ACCEPTABILITY CEBRHECKED 10.22.18 DRAWING INDEX RI ,ti��� OF WAShrI� 00 THIS DESIGN AND/OR CHECKED C180242 10.22.18 ORIG MITIGATION HANGAR C180242 KPFF EHG 10.22.18 Q e �� CJG 10.22.18 SHEET SPECIFICATION IS APPROVED ENGINEER TITLE MITIGATION HANGAR APPROVED BY DEPT. DATE GMH 10.22.18 AO-2 CHECKED AO-2 pp�, 43663 `wW APPROVED BUILDING 04-087 JOB NO COMP NO. oNA E����ti� EHG 10.22.18 ,L\ APPROVED STRUCTURAL MASTER RENTON, WA DWG NO. 04-087-AO-2 • T O rr MATCH LINE FOR CONTINUATION SEE SHEET Cl 1 E MATCH LINE - FOR CONTINUATION SEE SHEET C13E LEGEND PEDESTRIAN MARKING, SEE SDOT STD PLAN 722 TRAFFIC ARROW, SEE WSDOT STD PLAN M24.4002 STOP BAR II II II CROSSWALK CHANNELIZATION SIGN, MOUNTED ON PUGET SOUND PRECAST SIGN BLOCK PSB2011 OR EQUIVALENT 0 DETECTABLE WARNING STRIP, SEE WSDOT STD PLAN F-45.10-02 REMOVE ALL STRIPING — — — AND WHEEL STOPS GENERAL ROTES 1. ALL EXISTING CHANNELIZATION WITHIN PROJECT AREA REMOVED 4" WHITE SOLID PAINT LINE 4" YELLOW CENTERLINE 24" STOP BAR ® 8" WHITE SOLID PAINT LINE 6" YELLOW SOLID PAINT LINE © 8" YELLOW SOLID PAINT LINE 4" RED SOLID PAINT LINE ® 4" YELLOW SOLID PAINT LINE 4" WHITE DASHED PAINT LINE 1O PAINTED CROSSWALK SEE RENTON STD PLAN 127 KEY PLAN SCALE : NONE A B C D E F G H J K L �i i T-401401 R-401403 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE S. LEI v of WAS4, Q Q� �� ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED T T.. JOHNSON uHit 10.09.18 SUBTITLE CHANNELIZATION PLAN J MITIGATION HANGER C180242 KPFF KPFF 10.09.18 G VPAL: REMOVAL DOCUMENT SET ADDENDA II W1608724 CEL ABAM 06.20.13 CHECKED K. IRELAND 10.09.18 ENGINEER TITLE APPROVED BY DEPT. DATE H VPAL: V2 REMOVAL REI-0013 W1608724 TGS ABAM 07.15.13 J. EWNG 10.09.18 M ITIGATION HANGER 0 4 A�o� RENTON SITE D 4-81 WEST TWR — ISSUE FOR CONSTR — RUPERT #12385488 DED REI 04.13.12 I CAB: IFC SET W1992439 TGS ABAM 04.11.14 CHECKED K. IRELAND 10.09.18 APPRovED E VPAL REMOVAL PAKCAGE W1608724 TGS ABAM 04.01.13 UPDATED U/G UTILITY MAPPING — DHA, INC JGC DAH 04.1 1.14 �ECISTER�° �SSION AL E��� APPROVED9/as're F ADDENDA DOCUMENT SET W1608724 TGS ABAM 04.21.13 — RENTON AS—BUILTS W5365113-34353 KPFF KPFF 01.15.18 CIVIL MASTER SITE 20' 10 0 20 40' SCALE IN FEET CURRENT REVISION SYMBOL DATE C180242 J 10.09.18 SHEET SEQUENCE NO. C12E CT1 RENTON, WA I DWI NO. RTNYDC12E T I W 07 SYM REVISION BY APPROVED DATE K CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12.01.17 — RENTON AS—BUILTS W5365113-34353 KPFF KPFF 01.15.18 MITIGATION HANGER C180242 KPFF KPFF 10.09.18 E 4-81 WEST TWR — ISSUE FOR CONSTR — RUPERT #12385488 DIED REI 04.1112 MATCH FINE - FOR CONTINUATION SEE SHEET C12F MATCH SINE FOR CONTINUATION SEE SHEET C14E SYM REVISION BY APPROVED DATE F VPAL REMOVAL PAKCAGE W1608724 TGS ABAM 04.01.13 G ADDENDA DOCUMENT SET W1608724 TGS ABAM 04.21.13 H VPAL: REMOVAL DOCUMENT SET ADDENDA II W1608724 CEO ABAM 06.20.13 VPAL: V2 REMOVAL RFI-0013 W1608724 TGS ABAM 07.15.13 J CAB: IFC SET W1992439 TGS ABAM 04.11.14 �. LEIS A 24089 4 �'SSIONAL E��l 9/25/18 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED T. JOHNSON CHECKED K. IRELAND ENGINEER J. EWING APPROVED BY DEPT. DATE CHECKED K. IRELAND APPROVED T-401402 M t SUBTITLE 10.09.18 10.09.18 TITLE 10.09.18 10.09.18 CIVIL MASTER w c� w Iw w cn Iw Iw Uri z 0 Q w z z 0 0 w w z w C10 Q C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 EEGFND PEDESTRIAN MARKING, SEE SDOT STD PLAN 722 TRAFFIC ARROW, SEE WSDOT STD PLAN M-24.40-02 STOP BAR 111111 CROSSWALK CHANNEL1ATION SIGN, MOUNTED ON PUGET SOUND PRECAST SIGN BLOCK PSB2011 OR EQUIVALENT 0 DETECTABLE WARNING STRIP, SEE WSDOT STD PLAN F45.1002 REMOVE ALL STRIPING AND WHEEL STOPS GENFRAL MOTES 1. ALL EXISTING CHANNELlATION WITHIN PROJECT AREA REMOVED 4" WHITE SOLID PAINT LINE 4" YELLOW CENTERLINE 24" STOP BAR ® 8" WHITE SOLID PAINT LINE 6" YELLOW SOLID PAINT LINE © 8" YELLOW SOLID PAINT LINE 4" RED SOLID PAINT LINE ® 4" YELLOW SOLID PAINT LINE 4" WHITE DASHED PAINT LINE RPAINTED CROSSWALK SEE RENTON STD PLAN 127 KEY PLAN SCALE : NONE A B C D E F G H J K L 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 lqjff www.kpff.com R-401404 CHANNELIZATION PLAN MITIGATION HANGER RENTON SITE SITE 20' 10' 0 20 40' SCALE IN FEET CURRENT REVISION SYMBOL DATE C 180242 E 10.09.18 SHEET SEQUENCE NO. C13E CT2 RENTON, WA DWG N0. RTNYDC13E .. 0 N r� U 0 W 0 DO 0 N 00 E 0 z 0 w Q Q J 0 z w 0 0 w z c� z w 0 0 m w z 0 m Ln 0 z ml / z 0 Un w 0 / 0 0 Q c� w z Q z Lv 0 m N N 0 0 0 0 0 0 0 0 N w U w w cry w w c� z 0 Q z z 0 C-) O w I w w C2 Q MATCH FINE - FOR CONTINUATION SEE SHEET C14E SYM REVISION BY APPROVED DATE SYM I REVISION BY APPROVED DATE CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12.01.17 F 737 MAX DUCT BANK — RECORD W1759198 ABAM 07.13.14 — INCORPORATE REV I TO DRAWING WS DBS 2.8.18 AS BUILT —INCORPORATE REVISION F WS 01.28.15 J MITIGATION HANGER KPFF KPFF 10.09.18 G PARTS MOVEMENT ROAD — RECORD W1855883 ABAM 04.03.15 D 4-81 WEST TOWER — ISSUE FOR CONSTRUCTION 12385488 DED REI 04.13.12 H 737 MAX DUCT BANK — RECORD W1759198 ABAM 04.15.15 E 4-81 WEST TOWER — RECORD DWG — RUPERT 12385488 DED REI 08.28.13 — RENTON AS—BUILTS W5365113-34353 KPFF KPFF 01.15.18 �. LEIS A 24089 4 �'SSIONAL E��l 9/25/18 10" CLASS 54 D.I.P. FIRE MAIN WITH VIC FITTINGS No. 452 , w ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED T. JOHNSON CHECKED K. IRELAND ENGINEER J. EWING APPROVED BY DEPT. DATE CHECKED K. IRELAND APPROVED No. 450 SDMH—II TOP 19.1 INV NE 15.5 INV SW 16.5 INV SE 15.6 BOT 13.3 T-401403 M t SUBTITLE 10.09.18 10.09.18 TITLE 10.09.18 10.09.18 CIVIL MASTER PEDESTRIAN MARKING, SEE SDOT STD PLAN 722 TRAFFIC ARROW, SEE WSDOT STD PLAN M-24.40-02 STOP BAR 111111 CROSSWALK CHANNELlAEON SIGN, MOUNTED ON PUGET SOUND PRECAST SIGN BLOCK PSB2011 OR EQUIVALENT 0 DETECTABLE WARNING STRIP, SEE WSDOT STD PLAN F45.1002 REMOVE ALL STRIPING AND WHEEL STOPS GENFRAL MOTES 1. ALL EXISTING CHANNELlATION WITHIN PROJECT AREA REMOVED 4" WHITE SOLID PAINT LINE 4" YELLOW CENTERLINE 24" STOP BAR ® 8" WHITE SOLID PAINT LINE 6" YELLOW SOLID PAINT LINE © 8" YELLOW SOLID PAINT LINE 4" RED SOLID PAINT LINE ® 4" YELLOW SOLID PAINT LINE 4" WHITE DASHED PAINT LINE RPAINTED CROSSWALK SEE RENTON STD PLAN 127 KEY PLAN SCALE : NONE A B C D E F G H J K L CIO C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 °.�'I CIVIL PERMIT SET V3 DESIGN BY KPFF R-401405 CHANNELIZATION PLAN MITIGATION HANGER RENTON SITE DATE 10.09.18 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 lqjff www.kpff.com 20' 10' 0 20 40' SCALE IN FEET CURRENT REVISION SYMBOL DATE C 180242 10.09.18 SHEET SEQUENCE NO. C13F CT3 RENTON DWI No. RTNYDC 13F .. CD N U 0 w 0 m 0 N 00 E 0 z 0 w Q Q 0 z w 0 0 w z CD z w 0 01 w Ll- 0 m Ln 0 z I i z cD w 0 i 0 0 Q c� i w c� z Q z w 0 m N N 0 0 0 0 0 0 0 0 MATCH FINE FOR CONTINUATION SEE SHEET CSE LEGEND 20' \ PEDESTRIAN MARKING, SEE P LT SDOT STD PLAN 722 5 � m �� V ULT CodPA �2.14, 0.0 ' T m z �- TRAEEIC ARROW, SEE WSDOT ANGLE OINT z H #1 H STD PLAN M-24.40-02 8 / m _ 1 H G STOP BAR z= 4 \ sv POWE 3 AB ON 13.8KV gggN �J VAULT Do II II II CROSSWALK CO2 35+43.87, 4.97' LT 00 B ANGLE POIN CO2 3 +34.06, 11.45' �8 B sdb1 3 29.83, 15.54' RT �� O CHANNEEIZAEON \ SIGN, MOUNTED ON PUGET SV13 ° ° va 0 SOUND PRECAST SIGN BLOCK CO2 35+38.6 0.04 RT ° ° B 8 CO2 5+28.30, 10.07' RT PSB2011 OR EQUIVALENT OCONC G CO2 +12.27, 9' LT 8 BOD 4'f 0 DETECTABLE WARNING STRIP, SEE 5 p WSDOT STD PLAN F45.1002 01 °B°B B 0 35+03.16, 9.15' RT REMOVE ALL STRIPING Z� ° c° B g H EXISTING Q 7 p CONDUIT AND WHEEL STOPS F F8�N F\RE � ��5. 0.04B� k F\RE / F� PV G E ERANOTES F8 j 0 /. 0ooR ; 490 Pgj / 1. ALL EXISTING CHANNELIZATION F SAN BOD WITHIN PROJECT AREA REMOVED OOR 6 00, 0 � 4" WHITE SOLID PAINT LINE H ° 4" YELLOW CENTERLINE ° WV SEC 6B ��" �� R TMH i C P�1MP Oo�p�NA\I�'E� 1 Fw SEC 6A o 19.6 ISCHARGE 24" STOP BAR p00R �68 3;3 4 / 5 w 4 8" WHITE SOLID PAINT LINE M # 1 \ coo - ELECTRICAL MAN H -1 i 2 - - VAUt-T \ '0 „ SPN S W Nj55�• ° - `g ? OP 19.7 HpS 8 \ 6 YELLOW SOLID PAINT LINE eD B W6 8" YELLOW SOLID PAINT LINE SPN � v 4"FM 10„C S `b �a9z c / C� IV / D � 4" RED SOLID PAINT LINE � \ v 19 M - UP T < ® 4" YELLOW SOLID PAINT LINE (10) 5 S C. cW 54k*SV10 P§MftUSE z Fw PM $° STEEL 4" VIA 1" PVC z 4" WHITE DASHED PAINT LINE 8 SPN 0. O C\ CD U O PAINTED CROSSWALK w „ SPN DOOR 16E PgPND C / W C 3.1 1 - C514E- A � SEE RENTON STD PLAN 127 CD "FM oR 16F� 5 SEE ELECTRICAL, 4 04 SO \ �5 .4 SHEET C514E-2A 1 KEY PLAN SqN G Z SCALE : NONE \ � 1 S � 4 qiv 4 A B C D E F G H J K L ALE TRICAL MANHOLE, MH-1 K D C10 O c11-�4 STA "A" 14+44.78� C-� C12 0 56.15 LT C14 \ �1 C15 WV C16 1 _ DOOR SEC 6 �\ TA "A" 1 +81. 5 z� F\RE \ 3 C 17 8" 0 C18 ° V9 2 TO C20 13 _ � � C 19 0 2� �Ir I M[N SV8 F SEC V V o+ 32 � C21 CO Al) STA "A" 1 C22 5.02 LT C3 o vu C23 6" S S N C24 S TA SV 4 C25 0 0 ti AN „�ooR �S 'CI 6 F\RE C26 1SOA l 3. C28 o�ech a 13.98 L SPN A9 W c 4 C29 z 2 1 a \ °6' C\ \ STA A" 3 5 8 B + 4 C30 SPN Sp 10� G vU� 1.14' T r cT 10„ C\ F 13+2 . .95' RT SPN C`Iz T PSTA "A' 13 52.1 CIVIL PERMIT SET SPN SN 6 ti,• STA „A„ SQ F SPN R 0.45' LT 3Q 44g \ / V 3 �00 � UTILITY MH � �o"�\ 5 (2 DESIGN BY KPFF DATE 10.09. 8 sPN 1 STA 'A" 13+0 . 4- 20.45' LT 1601 5th Avenue, Suite 1600 \ 12+9 Seattle, WA 98101 STA "A" 13. 9 7' 206.622.5822 - www.kpff.com WV SV53 \ z ,C � M_ ( T N \ �\ Z 'nOR 2� 20' 10' 0 20 40' T-401404 R-401406 F;;� SCALE IN FEET SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE AccEPTABIUTY T. CHECKED N 10.09.18 CHANNELIZATION PLAN �- LEL� C 180242 10.09.18 H CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12.01.17 D REMOVE 4-404 TRLR & UPGRADE PAINT LINES J.ANDRE 04.08.10 ���� °� wesNl�G��� OR SPECIFICATION THIS DESIGN SAAPPROVED KHEIRELAND 10.09.18 SHEET SEQUENCE No. INCORPORATE JOB W7282795 INTO DRAWING WS DBS 2.8.18 E REPLACE UNDGRND CHILLED WATER LINES TO 4-21 W1716695 ABAM 09.20.13 o �� 2 �' ENGINEER TITLE MITIGATION HANGER APPROVED BY DEPT. DATE C.EWNG 10.09.18 C 14 E CT4 MITIGATION HANGER C180242 KPFF KPFF 10.09.18 F PARTS MOVEMENT ROAD RECORD W1855883 ABAM 04.0115 CHECKED K. IRELAND 10.09.18 RENTON SITE B INSTALL V8 FEEDER 351461-001 JA/LK 05.15.00 G 737 MAX DUCT BANK - RECORD W1759198 ABAM 04.15.15 ��o� ��crsTy"?, ���4 APPROVED �SSIONAL EAPPROVED DWG N0. C SITE ADA UPGRADES J#7301156.00 DLR GROUP LS 08.30.01 - RENTON AS-BUILTS W5365113-34353 KPFF KPFF 01.15.18 9/-/16 RENTON, WA RTN YD C14E T C) i W T O rr 0 N 5= U 0 W 0 0 N 00 Q) > 0 Z 0 w z w 0 0 w z c� Un z w 0 0 w c� z 0 m Ln 0 z ml i z CD rK 0 i 0 0 Q i w c� z Q CD z w 0 m N N 0 0 i 0 0 0 0 0 0 MATCH TINE FOR CONTINUATION SEE SHEET C1 3T 10 OkYtCCE / ENC E 18 ttt R00 (EMC) SIN 4„ SW) I. ; = 7.0 �s1s "C 0 SING" U o. 47 SO R i TBP 118.50 L SIGNS€Ut s \ INV NE 15.80 Nj52o56 E / , TOP 18.9 BOT 14.9 FnI u� / ��/-�� jam;, _ �.-. . r a 00 D� o _ w 50.0 INV W 9.8 U 481 C -1 TO 19.20 L~ W INV W 18.40 = INV 17.90 c) BOT 6.5 S 1 w RIM = 19.24 W 1.2' X 1.2' IN ER D ENSION U� # 13328 z 6" PVC (NW) I. = 1 .44 CD WATER LEVEL - 18.54 ~ Q SUMP = 17.54 z z 0 C� 0 LL- LLJ z = 54.6 C-) � o 708 7(5 71.2 7 o i i i i 5505 �1 TO 0 o. 50. 6, - 51 3 Pipe SQ&B 479 � TPP 11�. .2INNER IMENSION teP s 4.'LP� '4(NE) I.E. = 8.55 SUMP = 18.30 C' X 50.5 50.6 50.1 X 0 65Q��+ 2� �5 o 19.17 rn 6.0X 8. 0' T ENSION SUMP = 10.1 ANDO T BANK PER ELECTRICA DR NGS: 600-dwgs c'al\Elec 800v ND RO D OR. B ER J�'- / Q TOP OF LT gOD g' tips OX -c- -0O / Q AV ® A' PAVED PARKING 479A RIM = 19 LID - #11304 RCP ( E) 1. E. = 15.35 M H 1 G 12" RCP 1. E. = 15.25 10 NPS SUMP = 13. 1�4j. CB 479 PMH - 19.53 O RIM P21.0 DIA STRUCTUN§- TYPE 2 X - #19800 0 BRICK CONSTRUCTION CP (E - 15.08 1 (NW) I.E. = 14.98 LL] MH-G 2' (SW) 1. _ .43 AIR/WATER RIM 21.1 n n. \SDMH-G-48(ABAN) RIM 21.2 9 INV S 17.4 y9 INV BOT N 17.0 15.7 j\ C 222 LF n � No. 479A CB -I TOP 1" BELOW ADJACENT UTILIDOR. 0; U'� a a a 06 RAMP - ENTRY ------ PORCH 6" SYM REVISION BY APPROVED DATE SYM REVISION T CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12.01.17 - AS -BUILT - INCORPORATE REVISION P - INCORPORATED JOB W4282795 WS DBS 2.8.18 Q PARTS MOVEMENT ROAD - RECORD U MITIGATION HANGER C180242 KPFF KPFF 10.09.18 R 737 MAX DUCT BANK - RECORD N REPLACE UNDERGND CHILLED WATER LINES TO 4-21 W1716695 ABAM 07.30.14 S 737 MAX DUCT BANK - RECORD P 737 MAX DUCT BANK - RECORD W1759198 ABAM 07.31.14 - RENTON AS-BUILTS S C599 5 1 OR 1�:�•��1»a:�:m�e� �CLCHI' 18.90 ON 4" 0 ATEEL Fw ON @m o� G 1. 1 / 1, /1 1 �I • 1p„wC�„\F 0 sEFw ,1fA� PWR M 4 4p / RIM = .89� 15' IA S D LID 14620 INL PIP oo 1 (SE 1. E. _ .52 �O ENTRY TdUTI LI D R 0 FA PIPE 2" W) I. �32 r \ 0 C p \ Cr' 00 r , P DM 2015 0' X 7.0' INNE DIMES " DIA LID TER 11.15 �° S P = 10. 4 DER ON (S WALL / IN 11 EL RI HO O AR A R/( NDON EW SE E � r � PWR RIM - 27. -'DIA 6 0< \ 0 TO F G / ? / ° RT / / POINT OF ITC \ / EO r / EOT G P 27 / / O TY SEWER HOLE CONC CAU ON b0 R 0 XING r / // T-401405 BY APPROVED DATE ���� °� WAS ���' ACCEPTABILITY SA SPECIFICATION THIS DESIGN APPROVED Un<AVVN T. JOHNSON uHlt 10.09.18 SUBTITLE WS 01.28.15 HE CKED KIRELAND 10.09.18 ENGINEER TITLE APPROVED BY DEPT. DATE W1855883 ABAM 04.03.15 o �� e _ 408 ��or ��crsTER�° J. EWNG 10.09.18 W1759198 ABAM 04.15.15 Z. CRACKED Z. GRAY 10.09.18 W1759198 ABAM 10.31.15 APPROVED SSIONAL E��l APPROVED W5365113-34353 KPFF KPFF 01.15.18 9 as/ CIVIL MASTER �o WATER VALV ESERD PEDESTRIAN MARKING, SEE SDOT STD PLAN 722 TRAFFIC ARROW, SEE WSDOT STD PLAN M-24.40-02 STOP BAR II II II CROSSWALK CHANNELlAEON SIGN, MOUNTED ON PUGET SOUND PRECAST SIGN BLOCK PSB2011 OR EQUIVALENT 0 DETECTABLE WARNING STRIP, SEE WSDOT STD PLAN F45.1002 REMOVE ALL STRIPING AND WHEEL STOPS GENFRAL NOTES 1. ALL EXISTING CHANNELlATION WITHIN PROJECT AREA REMOVED 4" WHITE SOLID PAINT LINE 4" YELLOW CENTERLINE 24" STOP BAR ® 8" WHITE SOLID PAINT LINE 6" YELLOW SOLID PAINT LINE © 8" YELLOW SOLID PAINT LINE 4" RED SOLID PAINT LINE ® 4" YELLOW SOLID PAINT LINE 4" WHITE DASHED PAINT LINE 1O PAINTED CROSSWALK SEE RENTON STD PLAN 127 KEY PLAN �BANDONED CIVIL PERMIT SET V3 DESIGN BY KPFF DATE 10.09. 8 �c yp�G 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 �V www. kpff. co m 20' 10' 0 20 40' 1-401407 SCALE IN FEET CURRENT REVISION SYMBOL DATE CHANNELIZATION PLAN c180242 U 10.09.18 SHEET SEQUENCE NO. MITIGATION "ANGER C14F CT5 RENTON SITE7 DWG N0. RENTON RTNYDC14F 00 0 N E U QJ 0 w 0 w n I 0 N OCT 0 z 0 w Q cn Q w I c� z w 0 I 0 w z c� U� U) z w (D C� w w cD z 0 w m Ln I I I z w I w w w / z CD U) w 0 a 0 Q U w w c� z Q z w CD rn CV N O 0 00 i 0 0 00 CD 0 00 i N SYM REVISION BY APPROVED DATE SYM UPDATED U/G UTILITY MAPPING — DHA, INC. SDP DAH 05/01/98 C A VAVLE NO. UPDATE — HGi Proj# 98-1302 UPDATE APRON SEAMS — DHA, INC. MJM DAH 08/07/98 B SEPA—DNR—PROP. — RUPERT #140688 DED REI 09/17/07 — RENTON AS—BUILTS W5365113-34353 KPFF KPFF 01.15.18 MATCH LINE - FOR CONTINUATION SEE SHEET C12E REVISION BY APPROVED DATE ACCEPTABILITY T T. JOHNSON MITIGATION HANGAR KPFF KPFF 10.09.18 ����°F AS 61 SPECIIS FICATION NSAND/OR APPROVED KHED IRELAND ) �� _ 0 � ENGINEER Q4 APPROVED BY DEPT. DATE J. EWING CHECKED K. IRELAND oho RECj TER�� 4 APPROVED IONAL E�APPROVED 9/2s'le C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 T-401406 R-401408 JE SUBTITLE 10.09.18 10.09.18 10.09.18 TITLE RENTON AS-BUILTS 10 1 RENTON SITE LEGEND PEDESTRIAN MARKING, SEE SDOT STD PLAN 722 10- TRAFFIC ARROW, SEE WSDOT STD PLAN M-24.40-02 STOP BAR 111111 CROSSWALK SIGN, MOUNTED ON PUGET SOUND PRECAST SIGN BLOCK PSB2011 OR EQUIVALENT 0 DETECTABLE WARNING STRIP, SEE WSDOT STD PLAN F-45.10-02 REMOVE ALL STRIPING AND WHEEL STOPS GENERAL NOTES 1. ALL EXISTING CHANNELIZATION WITHIN PROJECT AREA REMOVED 4" WHITE SOLID PAINT LINE 4" YELLOW CENTERLINE 24" STOP BAR ® 8" WHITE SOLID PAINT LINE 6" YELLOW SOLID PAINT LINE © 8" YELLOW SOLID PAINT LINE 4" RED SOLID PAINT LINE ® 4" YELLOW SOLID PAINT LINE 4" WHITE DASHED PAINT LINE 1O PAINTED CROSSWALK SEE RENTON STD PLAN 127 KEY PLAN SCALE : NONE A B C D E F G H J K L 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 lqjff www.kpff.com 20' 10' 0 20 40' SCALE IN FEET CURRENT REVISION SYMBOL DATE W5365113-34353 S 10.09.18 SHEET SEQUENCE NO. C11E CT6 RENTON DWG No. m \1 T o FILL PIPE W/ o CONC. FINISH TOP TO BE W CONVEX 6" SCH. 40 STEEL PIPE. BOLLARD SCHEDULE PAINT YELLOW N E DETAIL T PER BOEING STD SPEC 185871.3547 1300352.3421 M05 T _ 185869.4430 1300345.2623 CD1 0 10" M 6 185833.7516 1300213.0786 M05 1.5" 185832.5351 1300208.5733 M05 6110 u') 185831.2317 1300203.7461 M05 - � 1/2" MIN 185827.7125 1300190.7128 M05 NON -SHRINK 1/2" PL T_ N o GROUT EXISTING/PROPOSED 185823.9069 1300176.6185 M05 3/16 CONC PAVEMENT 185821.1481 1300175.0328 M05 zi 1 185811.1871 1300177.7224 M05 13/16" O 4X3/4" 0/ 185550.0378 1300248.2363 M05 EXPANSION B 0 ET E D BOLLARD 185516.9567 1300257.1687 M05 BASE PLATE WEDGE ANCHOR. 185512.4514 1300258.3852 M05 EMBED 3.5" INTO 185493.7210 1300263.4427 CD1 3° EX CONC 185492.3115 1300265.8949 CD1 185506.4792 1300318.3651 M05 185507.6957 1300322.8704 M05 N 185508.3039 1300325.1231 M05 185511.1714 1300335.7429 M05 185519.1221 1300365.1885 M05 N 185520.3387 1300369.6939 M05 311 185525.5088 1300388.8416 M05 ED 185526.7253 1300393.3469 M05 CD 185581.5182 1300423.0060 CD1 185583.4298 1300430.0858 M05 U N W STOP SYVBOE SPEED DARKNG OCT N E 0 z 0 w Q Q J z w 0 0 w z z w 0 ol CIVIL PERMIT SET ol WHITE LETTERING z V3 0 m FESIGN BY F- DATE 0 22 8 Ln 2" z T-401407 R-401409 Z�I ' N\\ z 00 IN COMPLIANCE WITH CITY OF RENTON STANDARDS w 0 0 0 Q w z ERE LANE VAR R R IC z w 0 m N SCALE: NTS N o 18 22 JOHNSON 10DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE o� SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY T. .. of wA N THIS DESIGN AND/OR CHECKED CHANNELIZATION DETAILS c1 80242 0.22.1 8 o ~�e �Go�� SPECIFICATION IS APPROVED K. IRELAND 10.22.18 SHEET SEQUENCE No. ENGINEER TITLE CD1 oo APPROVED BY DEPT. DATE EWNG 10.22.18 MITIGATION HANGER o o CHECKED oA MITIGATION HANGER CITY OF RENTON COMMENTS C180242 KPEF KPEF 10.22.18 RENTON SITE K. IRELAND 10.2218 Do o �j0� �TOISTER�� ��4 APPROVED �SSION L E�APPROVED DWG NO. N CIVIL MASTER RENTON RTNYDCD1 75 co 0 00 0 N C U 0 O c O a� J LEGEND ABBREVIATIONS DATUM NOTES FIRE AND WATER SERVICE NOTES yrFAIIONII1l1l►■1:111641111K91]►I1:0]EIId11 EXISTING PROPOSED & AND HSB HIGH STRENGTH BOLT 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN 1. INSTALL FIRE SERVICE AND WATER SERVICE LINES IN ACCORDANCE WITH WSDOT 1. THESE NOTES SHALL APPEAR FOR ALL PROJECTS - SITE IMPROVEMENTS, SURFACE WATER UTILITY, WASTEWATER AT DATUM 1983(91). STANDARD SPECIFICATION 7-09. UTILITY, WATER UTILITY, AND TRANSPORTATION PLANS: -CW- -CW- DOMESTIC WATER I FIRE WATER MAIN A IBC INTERNATIONAL BUILDING 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 NGVD29). ( 2. PIPE SHALL BE AWWA C151, CLASS 54 THICKNESS DUCTILE IRON PIPE WITH RUBBER 2. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD FW -FW- ABND ABANDONED CODE GASKETS MEETING AWWA C111, AND SHALL HAVE RESTRAINED JOINTS UNLESS WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. E - E - POWER LINE ADA AMERICANS WITH ID INNER DIAMETER 3. VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 OTHERWISE NOTED ON THE DRAWINGS. T - COMMUNICATION LINE DISABILITIES ACT IE INVERT ELEVATION (NAVD88) = NGVD29 + 3.60 FEET. 3. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE ACI AMERICAN CONCRETE INT INTERIOR 3. FITTINGS SHALL BE AWWA C110 OR C153, CEMENT LINED DUCTILE IRON MEETING THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN - A - A AIR LINE INSTITUTE INV INVERT REQUIREMENTS OF AWWA C104, WITH RESTRAINED JOINTS. MECHANICAL OR FLANGED ACCORDANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. PIV ADD'L ADDITIONAL JOINTS SHALL BE USED AS INDICATED ON THE DRAWING. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE ® ® POST INDICATOR VALVE AGG AGGREGATE ESC CONSTRUCTION SEQUENCET CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF � � FIRE HYDRANT AL ALTERNATE LF LINEAR FEET 4. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL DUCTILE IRON PIPING AND CONSTRUCTION. WV® WV ® WATER VALVE AAPPROXIMATE LG LIGHT GAGE FITTINGS SHALL HAVE FLEXIBLE BOLTLESS RESTRAINED JOINTS, WITH A MECHANISM AR ANCHOR RODS 1. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THE PROJECT DRAWINGS SHALL BE THAT PROVIDES A POSITIVE AXIAL LOCK BETWEEN THE BELL AND THE SPIGOT TO -STS- -STS- STORM DRAINAGE LINE ARCH ARCHITECTURAL M- INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. RESTRAIN THE JOINT. TR-FLEX BY U.S. PIPE, OR APPROVED EQUIVALENT. TR-FLEX 4. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND ASTM AMERICAN SOCIETY FOR MAT'L MATERIAL GRIPPER RING BY U.S. PIPE SHALL BE USED TO RESTRAIN FIELD CUT PIPE, PER MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH -SAN- -SAN- SANITARY SEWER LINE TESTING MATERIALS MH MANHOLE 2. COMMENCE CONSTRUCTION MANUFACTURER'S INSTRUCTIONS. SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK O • CLEANOUT ATR ALL THREAD ROD MAX MAXIMUM OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. CO MIN MINIMUM 3. SHOULD DEWATERING OF EXCAVATION BECOME NECESSARY, CONTRACTOR SHALL PROVIDE DEWATERING 5. FOLLOW ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR RESTRAINED JOINT STORM DRAIN MANHOLE /CATCH BASIN TYPE 2 B MISC MISCELLANEOUS PLAN, LABOR AND EQUIPMENT. COORDINATE DEWATERING WITH BOEING CONSTRUCTION MANAGEMENT, ASSEMBLY. ONCE LOCKING SEGMENTS OF RESTRAINED JOINTS ARE IN PLACE, 5. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR ■ CATCH BASIN / SAFE DRAIN BOUT BLOCKOUT MJ MECHANICAL JOINT SITE ENVIRONMENTAL ENGINEERING AND THEIR GEOTECHNICAL ENGINEER. PROJECT TEAM WILL FULLY EXTEND JOINT TO REMOVE SLACK IN LOCKING SEGMENT CAVITY. JOINT TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, -UP- UNDERGROUND POWER BLDG BUILDING COORDINATE ROLES AND RESPONSIBILITIES FOR PROPER WATER MANAGEMENT. EXTENSION IS NECESSARY TO OBTAIN MARKED LAYING LENGTH ON PIPE AND TO DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN BMP(S) BEST MANAGEMENT N- 4. UPON COMPLETION OF THE PROJECT, STABILIZE ANY REMAINING DISTURBED AREAS AND REMOVE MINIMIZE GROWTH OR EXTENSION OF LINE WHEN PRESSURIZED. A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND O S. LIGHT STANDARD PRACTICES N NORTH BMPS IF APPROPRIATE. 6. ALL FITTINGS AND TRANSITION COUPLINGS SHALL HAVE PRESSURE RATINGS AT LEAST POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND A -A- COMPRESSED AIR LINE (DEPARTMENT OF ECOLOGY) NE NOM NORTHEAST NOMINAL EQUAL TO PIPING PRESSURE RATING. ADDITIONS TO EROSION/SEDIMENTATION CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. BOC BOTTOM OF CONCRETE 5. REMOVE TRAFFIC CONTROL AND REMAINING EROSION CONTROL AND POLLUTION PREVENTION U UNKNOWN UNDERGROUND UTILITY BOS BOTTOM OF STEEL NS NEAR SIDE MEASURES UPON APPROVAL BY BOEING. ® o BOLLARD BOG BOTTOM OF NW NORTHWEST 6. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM B 7. FIRE SERVICE PIPING JOINTS SHALL MEET UL 194. REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR GRo O STATIC GROUND ROD BRG BEARING SEASONAE, THE E SHALL ANTICIPATE THAT N AND �TIOEENS SPROPOSED IOSITE. LFACILITI gTWN BETWEEN c ER ON TDIAMETER 8. GATE VALVE INSTALLATION SHALL COMPLY WITH AWWA C600 AND AWWA M44. CONTROL S WI L BET NECESSARY RE COMPLETE SILTATIONORCONTROLOON THE PEDESTRIAN PATH INDICATOR OD OUTSIDE EROSION CONTROL NOTES DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO C 9. INSTALL FIRE AND WATER PIPING WITH 3.0 FEET (MIN.) OF COVER UNLESS ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL • HCB-X BORING (FROM PREVIOUS SOILS INVESTIGATION) CI CIP CAST IRON CAST IN PLACE P 1. ON -SITE EROSION MEASURES AND STORM WATER POLLUTION PREVENTION SHALL BE THE OTHERWISE INDICATED. FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES O B-1 BORING FROM PREVIOUS SOILS INVESTIGATION ( ) CJ CONTROL JOINT PIV PL POST INDICATOR VALVE PLATE RESPONSIBILITY OF THE CONTRACTOR. ANY PROBLEMS OCCURRING BEFORE FINAL ACCEPTANCE OF 10. PROVIDE ALL PIPE DEFLECTIONS IN ACCORDANCE WITH PIPE MANUFACTURER'S AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. CL CMP CENTERLINE CORRUGATED METAL PIPE PMB PRE-ENGINEERED METAL THE STORM SEWER BY THE OWNER SHALL BE CORRECTED BY THE CONTRACTOR. RECOMMENDATIONS. 7. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN BENCHMARK COL COLUMN BUILDING 2. ALL EROSION AND SEDIMENTATION CONTROL DEVICES SHOWN ON THESE DRAWINGS SHALL BE APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION - - - - PAVEMENT LIMITS CONC CONCRETE PREFAB PREFABRICATED INSTALLED PRIOR TO OR AS THE FIRST STAGE OF SITE PREPARATION. 11. FIRE LINES SHALL BE DESIGNED BY A LICENSED FIRE PROTECTION ENGINEER. A FACILITIES. CONN CONNECTION PROJ PROJECT SEPARATE, DETAILED PLAN SHALL BE APPROVED BY THE FIRE MARSHALL AND BOEING OHw OHW ORDINARY HIGH WATER LINE CONST CONSTRUCTION PSI POUND PER SQUARE INCH 3. SHOULD THE TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES AS SHOWN IN THE FIRE DEPARTMENT AND INSTALLED BY A WASHINGTON CERTIFIED LEVEL "U" 200' SETBACK FROM ORDINARY HIGH WATER LINE CONT CONTINUOUS PVC POLYVINYL CHLORIDE DRAWINGS OR SPECIFIED IN THE NOTES NOT PROVE ADEQUATE TO CONTROL EROSION AND CONTRACTOR IN ACCORDANCE WITH WAC 212-80-010. 8. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH MARCH 30TH) OR SEVEN DAYS DURING THE DRY - - EASEMENT BOUNDARY CONTR CONTRACTOR R SEDIMENTATION, THE CONTRACTOR SHALL INSTALL STRAW WATTLES, SILT FENCE OR ADDITIONAL 12. WRAP ALL DUCTILE IRON PIPE AND ADJACENT VALVES AND FITTINGS WITH 8 MIL SEASON (APRIL 1ST TOUGH SEPTEMBER 30) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER - - PARCEL BOUNDARY CSJ CONSTRUCTION JOINT R RADIUS FACILITIES AS NECESSARY TO PROTECT ADJACENT PROPERTIES, SENSITIVE AREAS, NATURAL WATER POLYETHYLENE CONFORMING TO AWWA C105. METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.). CW DOMESTIC WATER RJ RESTRAINED JOINT COURSES AND/OR STORM DRAINAGE SYSTEMS. ELEV ELEV MINOR CONTOUR D REF REFERENCE 4. ALL NECESSARY FACILITIES SHALL BE MAINTAINED ON -SITE TO PREVENT DEBRIS, DUST AND MUD 13. FIRE HYDRANTS SHALL BE WATEROUS PACER HYDRANT MODEL W667-250 U.L. AND 9. WET SEASON SEASONAL EROSION AND SEDIMENT CONTROL REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES ELEV ELEV MAJOR CONTOUR DI DUCTILE IRON REINF REINFORCING FROM ACCUMULATING ON THE PUBLIC RIGHT-OF-WAY AND BOEING PROPERTY. F.M. APPROVED, DUCTILE IRON, 3-WAY WITH 5 �/a PUMPER CONNECTION. HYDRANTS CLEARING BETWEEN OCTOBER 1 AND MARCH 30 INCLUSIVE, UNLESS OTHERWISE APPROVED BY THE CITY THROUGH DIA OR 0 DIAMETER REQD REQUIRED SHALL HAVE STORZ ADAPTER AND CAP INSTALLED. PIPING SHALL HAVE 3.0 FEET AN ADJUSTMENT PROCESS. SLOTTED STORM DRAIN DIP DUCTILE IRON PIPE 5. THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF THE SITE'S CONSTRUCTION (MIN.) COVER. FURNISH EXTENSION KIT IF GREATER COVER IS NEEDED. FERGUSON DIM DIMENSION S S SOUTH STORMWATER GENERAL PERMIT OR, FOR CONSTRUCTION PROJECTS LESS THAN AN ACRE, THE SITE'S ITEM AND DESCRIPTION AS FOLLOWS: 10. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN DWG DRAWING SCHED, SCG SCHEDULE INDUSTRIAL STORMWATER GENERAL PERMIT. a. HYDRANT DESCIPTION: 5-Y4 WB67 UL/FM 4'OL L/A MJ WHITE MANUAL. STORMWATER NOTES E- SE SOUTHEAST6. THE CONTRACTOR SHALL COORDINATE WITH BOEING SITE ENVIRONMENTAL ENGINEERING ON WHO WILL b. HYDRANT NO.: SP-WB67LAOLPUL/FM E EAST SEC, SECT SECTION OBTAIN ANY REQUIRED STORMWATER SAMPLES. c. STORZ ADAPTER AND CAP DESCRIPTION: 4-%X5 FNST STORZ ADPT W/CAP 11. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN EA EACH SHT SHEET (7) DAYS. 1. ALL WORKMANSHIP AND MATERIALS SHALL BE IN ACCORDANCE WITH APPROVING EF EACH FACE SIM SIMILAR 7. THE CONTRACTOR SHALL COMPLETE AN EROSION CONTROL CHECKLIST, CAREFULLY REVIEW IT, AND 15. PROVIDE 3 FEET (MIN.) HORIZONTAL CLEARANCE AROUND ALL BURIED AND EXPOSED AGENCY STANDARDS AND THE MOST CURRENT COPY OF THE STATE OF EL OR ELEV ELEVATION SOG SLAB ON GRADE MAINTAIN ALL STORMWATER POLLUTION PREVENTION MEASURES DAILY. CHECKLISTS SHALL BE VALVES, FDC's, PIV's, AND VALVE ASSEMBLYS. 12. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL EMBED EMBEDMENT SPA SPACE SPACING MAINTAINED ONSITE AND BE AVAILABLE FOR REVIEW AT ANY TIME. WITHIN 24 HOURS FOLLOWING A STORM EVENT. CONSTRUCTION (WSDOT/APWA) AND AS AMENDED BY THE APPROVING AGENCY. ENG ENGINEER SPEC SQ SPECIFICATIONS SQUARE 16. PROVIDE 300 FEET (MAX.) SPACING BETWEEN FIRE HYDRANTS. EQ EQUAL CB PROTECTION NOTES 2. THE STORM DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO EQUIV EQUIVALENT STA STATION STD STANDARD 17. SECTION VALVES SHALL BE FLUSH UNLESS NOTED OTHERWISE. COVERS SHALL MATCH 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 APPROVED PLANS ON FILE WITH BOEING AND THE APPROVING AGENCY. ANY ESC EROSION/SEDIMENTATION STL STEEL ADJACENT GRADE. SEE DETAILS ON SHEET M501-1 D. OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. SIGNIFICANT DEVIATION FROM THE APPROVED PLANS WILL REQUIRE WRITTEN CONTROL APPROVAL FROM BOEING, THE APPROVING AGENCY, AND THE ENGINEER. EW EACH WAY STRUCT STRUCTURAL EX, EXIST EXISTING SW SOUTHWEST 1. CATCH BASIN INSERTS SHALL BE PROVIDED IN THE CATCH BASINS TRIBUTARY TO AREA WHERE CONTRACTOR'S 14. DURING THE TIME PERIOD OF OCTOBER 1ST THROUGH MARCH 30TH, ALL PROJECT DISTRIBUTED SOIL AREAS 3. PRIOR TO FINAL INSPECTION OF THE STORM DRAINAGE SYSTEMS, THE EXP EXPANSION CONSTRUCTION ACTIVITIES OCCUR. GREATER THAN 5,000 SQUARE FEET, THAT ARE TO BE LEFT UN -WORKED FOR MORE THAN 12 HOURS, SHALL BE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM. ALL EXT EXTERIOR T- 2. CATCH BASIN INSERTS SHALL BE INCLUDED ON THE WEEKLY INSPECTION CHECKLIST AND MAINTAINED FOR THE UNDERGROUND UTILITY NOTES COVERED BY MULCH, SODDING OR PLASTIC COVERING. ACCUMULATED MATERIAL SHALL BE REMOVED AT THE CLOSEST DOWNSTREAM T&B TOP AND BOTTOM DURATION OF THE PROJECT. MANHOLE. VELOCITY IN THE PIPE DURING FLUSHING SHALL BE AT LEAST 3 FPS. F TEMP TEMPORARY TO TOP OF 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED FDC FIRE DEPARTMENT 3. CATCH BASIN INSERTS SHALL BE REMOVED FOLLOWING COMPLETION OF CONSTRUCTION AND STABILIZATION OF 1. EXISTING ACTIVE AND ABANDONED UTILITY LOCATIONS SHOWN ON PLANS ARE COMPILED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE 4. PRECAST MANHOLE SECTIONS SHALL CONFORM TO ASTM C478. MANHOLES, CATCH CONNECTION TOC TOP OF CONCRETE ALL CLEARED AREAS. FROM SITE SURVEY AND AVAILABLE AS -BUILT INFORMATION. THE CONTRACTOR SHALL PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BASINS, AND DRAINS SHALL BE SET PLUMB TO LINE AND GRADE AND SHALL BE FF FINISHED FLOOR TOF TOP OF FOOTING DETERMINE THE EXACT LOCATION OF ALL EXISTING ACTIVE AND ABANDONED UTILITIES BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF PLACED ON A FIRM BASE. FFE FINISHED FLOOR ELEVATON TOS TOP OF STEEL BEFORE COMMENCING WORK AND SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL THE PERMANENT FACILITY. FG FINISH GRADE TYP TYPICAL DAMAGES THAT HAPPEN DUE TO THE CONTRACTOR'S FAILURE TO LOCATE EXACTLY AND 5. PVC DRAIN BASIN SHALL BE NYLOPLAST OR APPROVED EQUAL INSTALLED PER FH FIRE HYDRANT POLLUTION PREVENTION NOTES PRESERVE ANY AND ALL UNDERGROUND UTILITIES. MANUFACTURER'S RECOMMENDATIONS AND DETAIL ON SHEET C501-6L. FIN FINISH �- 16. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO FM FORCE MAIN UNO UNLESS NOTED OTHERWISE 2. UTILITY ABANDONMENT: IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE 6. ALL OPEN GRATES ON DRAINAGE COLLECTING STRUCTURES SHALL BE 20-INCH X ALL S SHALL FM FLOOR 1. PREVENT OIL AND FUELS FROM ENTERING THE STORM DRAINAGE SYSTEM WITH PROPER CONTAINMENT a. WIRES SHALL BE REMOVED FROM ALL ELECTRICAL AND DATA CONDUIT TO BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE 24-INCH AIRCRAFT RATED HERRINGBONE PATTERN, EAST IRON WORKS FND FOUNDATION V- DEVICES. ABANDONED IN PLACE. ABOVE GROUND CONDUIT CONNECTIONS SHALL BE REMOVED SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. PRODUCT NUMBER 00775035BOl OR APPROVED EQUAL, UNLESS OTHERWISE FS FAR SIDE VC VITRIFIED CLAY 2. SWEEP DIRT FROM PAVING DAILY OR AS NEEDED. THE INTENT IS TO PREVENT DIRT AND DEBRIS TO A MINIMUM DEPTH OF 24" PRIOR TO ABANDONMENT. NOTED. FTG FOOTING V, VERT VERTICAL FROM VEHICLES AND EQUIPMENT FROM BEING DEPOSITED ON BOEING OWNED STREET AND CITY b. ALL ABANDONED UNDERGROUND PIPES WITH A DIAMETER OF 8-INCHES OR AL VLT VAULT GREATER SHALL BE PLUGGED AND FILLED WITH CDF. STREET PAVEMENT. 7. ALL 30-INCH SOLID LOCKING LIDS SHALL BE AIRCRAFT RATED AND LID G LETTERING SHALL READ "DRAIN". FRAME AND GRATE SHALL BE AIRCRAFT RATED GA GAUGE W 3. THE CONTRACTOR SHALL PREVENT ALL MATERIAL USED OR GENERATED ON -SITE FROM ENTERING THE 3. PROVIDE DETECTABLE UNDERGROUND WARNING TAPE PER WSDOT SPEC SECTION 9-15.18 WITH MATCHING BOLT PATTERN, NEENAH FOUNDRY PRODUCT NUMBER R-3492-A GEN GENERAL W WEST STORM DRAINAGE SYSTEM. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE FOR ALL NEWLY INSTALLED UNDERGROUND UTILITIES. OR APPROVED EQUAL. W/ WAC WITH WASHINGTON CONTAINMENT/SEPARATION AT ALL TIMES. ALL STORMWATER POLLUTION PREVENTION MEASURES 4. PROVIDE BRASS UTILITY MARKER PER DETAIL 2 ON SHEET C501-6K FOR ALL EXISTING 8. ALL 36-INCH BY 72-INCH DOUBLE LEAF HATCHES SHALL BE AIRCRAFT RATED. H H,HORZ HORIZONTAL ADMINISTRATIVE CODE SHALL BE COORDINATED WITH ENVIRONMENTAL ENGINEERING TO ENSURE COMPLIANCE WITH AND NEWLY INSTALLED UNDERGROUND UTILITIES WITHIN THE PROJECT LIMITS. NEENAH FOUNDRY PRODUCT R-3498-R3S OR APPROVED EQUAL. HH HANDHOLE WL WATER LEVEL APPLICABLE STORMWATER PERMITS. HDPE HIGH DENSITY WSDOT WASHINGTON STATE 4. THE CONTRACTOR SHALL CONDUCT DAILY STORMWATER/ENVIRONMENTAL INSPECTION OF THE 5. ALL UTILITY VAULT STRUCTURES AND ASSOCIATED ACCESS LIDS AND HATCHES SHALL MEET 9. ALL STORMWATER CONVEYANCE PIPE SHALL BE FUSION -BUTT WELDED BLACK POLYETHYLENE PIPE DEPARTMENT OF THE DESIGN LOADING REQUIREMENTS SHOWN ON SHEET C501-1 C. HDPE (PE 3408) PIPE PER WSDOT STD SPEC 9-05.23 WITH A MAXIMUM SDR HSA HEADED STUD ANCHOR TRANSPORTATION CONSTRUCTION SITE. SCOPE OF THE INSPECTION WILL BE COORDINATED WITH SITE ENVIRONMENTAL OF 17 UNLESS NOTED OTHERWISE. WV WATER VALVE ENGINEERING. 6. THE LIFTING FORCE REQUIRED TO OPEN ACCESS LIDS AND HATCHES SHALL BE A MAXIMUM OF 35-POUNDS. HINGED LIDS AND ACCESS HATCHES SHALL BE EQUIPPED WITH 5. CONTRACTOR SHALL PROVIDE A TEMPORARY WHEEL WASH AT THE DESIGNATED CONSTRUCTION A LIFT ASSIST SYSTEM AS REQUIRED TO MEET THE MAXIMUM LIFTING FORCE 10. USE DETECTABLE WARNING TAPE OVER ALL PIPING. CONCRETE ENTRANCE. REQUIREMENTS. 11. BOEING STORMWATER STRUCTURE IDENTIFICATION NUMBERS AS SHOWN IN PLANS SHALL BE ETCHED OR ENGRAVED ON THE GRATE OR LID OF EACH STRUCTURE AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE STORM DRAINAGE 1. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SHALL A MIN COMPRESSIVE STRENGTH TRAFFIC NOTE SYSTEMS. AT 28 DAYS OF F'c=4,000 PSI. 1. DO NOT CLOSE OR OBSTRUCT EXISTING TRAFFIC ROUTES WITHOUT PERMISSION 12. TIDEFLEX CHECK VALVES SHALL BE CHECKMATE INLINE CHECK VALVES MOUNTED 2. CONTRACTOR TO PROVIDE CONCRETE MIX DESIGN FOR HIGH EARLY STRENGTH GALVANIZED MATERIALS IN AN UPSTREAM CLAMP CONFIGURATION. VALVE SHALL BE INSTALLED WITHIN CONCRETE, WHICH MUST HAVE A FLEXURAL STRENGTH OF 650 PSI IN 14 DAYS AND FROM BOEING. COORDINATE LOCATION AND TIMING OF ALL ROADWAY CLOSURES 18-INCHES MANHOLE OF CONNECTION. SEE DETAIL 2 ON SHEET C501-6K. MUST BE OPEN TO TRAFFIC IN 3 DAYS WITH MINIMUM COMPRESSIVE STRENGTH OF WITH BOEING PRIOR TO PERFORMING WORK. 1. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC 2500 PSI. IN 28 DAYS, COMPRESSIVE STRENGTH MUST BE 4000 PSI MINIMUM. APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS 13. INSTALL ON ALL CATCH BASINS CURB MARKERS, ULTRATECH INTERNATIONAL, 2. TEMPORARY PAVEMENT MARKINGS SHALL BE PER WSDOT STANDARD SPECIFICATION SECTION 8-23. OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATING THAT READ "NO DUMPING DRAINS TO WATERWAY". 3. ALL CONCRETE SHALL CONFORM TO REQUIREMENTS IN THE WSDOT STANDARD SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE SPECIFICATION SECTION 6-02 UNLESS SPECIFIED OTHERWISE. 3. REFER TO CHANNELIZATION & SIGN PLANS FOR SIGN REMOVAL AND RELOCATION. GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. TRENCH NOTE 4. SELF-CONTAINED HYDROBLAST SHALL BE USED FOR THE REMOVAL OF ALL PAINT STRIPING, TOPOGRAPHIC NOTE LETTERS, AND MARKINGS. TRENCH SAFETY IS THE CONTRACTOR'S RESPONSIBILITY. BERGERABAM ASSUMES NO RESPONSIBILITY. ALL TRENCH SAFETY SYSTEMS SHALL MEET THE REQUIREMENTS OF THE WASHINGTON INDUSTRIAL SAFETY AND HEALTH ACT, CHAPTER 49.17 RCW. THE TOPOGRAPHICAL DATA SHOWN ON THESE DRAWINGS HAS BEEN PREPARED IN ART B M CANgNOT THE ACCURACY COMIOF THAT R-40141 0 SECURITY FENCING INFORMATIONOTHERS.ISE NOT RB LE FENSURE OR ANY ERRORS 4), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 1. CONTRACTOR SHALL PLACE TEMPORARY SECURITY FENCING AROUND ALL WORK AREAS WHERE PERMANENT FENCING IS BEING REPLACED. DATE P. of WA �f BOE//V� OD x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRA1 HL CHE SPT ENG BEE APPROVED BY DEPT. I DATE IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING1001,11 Ann Fowler 12/14/2018 SURFACE WATER UTILITY rstraka 12/14/2018 ul IAI L SUBTITLE CURRENT REVISION SYMBOL DATE 10 09 18 GENERAL NOTES, LEGEND, AND ABBREVIATIONS C180242 0 R'l G 10/09/18 10 09 18 SHEET 10 09 18 TITLE MITIGATION HANGAR C501 -1 A C01 RENTON SITE JOB NO. C180242 COMP NO. CIVIL MASTER SITE RENTON, WA DWG NO. RTN -YD-0501 - 1 A T It 6 0 w WE CV 00 0 N O c'M O z O c a) E a) O n3 in cv J PAVEMENT/GRADING NOTES 1. ASPHALT PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-04.2 2. CONCRETE PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-05.2 3. ASPHALT PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-04.3 4. CONCRETE PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-05.3 5. PAVEMENT JOINTS; CONFORM WITH DETAILS ON SHEET C501-5D 6. PROVIDE REINFORCED CONCRETE COLLARS AT ALL CATCH BASINS, MANHOLES AND PVC DRAINS PER DETAILS ON SHEET C501-6F 7. GRADE ADA ACCESSIBLE PARKING STALLS AND ACCESS AISLES AT A MAXIMUM SLOPE OF 2.0% IN ALL DIRECTIONS 8. PAVEMENT SUBGRADE PREPARATION; CONFROM WITH WSDOT STD SPEC 2-06 9. CONSTRUCTION GEOTEXTILE FOR SEPARATION; CONFORM WITH WSDOT STD SPEC 2-12 10. CDF SHALL MEET REQUIREMENTS OF WSDOT STD SPEC 2-09.3(1)E EARTHWORK NOTES 1. DO NOT COMMENCE EARTH MOVING OPERATIONS UNTIL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE. 2. PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS DURING EARTH MOVING OPERATIONS. 3. EXCAVATION AND COMPACTION UNDER STRUCTURES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTIONS 2-03.3(14) AND 2-09. 4. PAVEMENT SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTION 2-06. 5. EXCAVATION AND TRENCHING DURING WET CONDITIONS SHALL COMPLY WITH KING COUNTY CONSTRUCTION DEWATERING PERMIT, DEWATERING PLAN, AND GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ALL AGGREGATES SHALL CONFORM TO THE FOLLOWING WSDOT STANDARD SPECIFICATIONS: CITY OF RENTON RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA PROTECTION AS REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OF SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE -RELATED PH MEASURES FOR UTILITY, VAULT OR ROADWAY CONSTRUCTION) 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL AND POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. BORROW (GRAVEL) 9-03.14(1) BORROW (SELECT) 9-03.14(2) \ BORROW (COMMON) 9-03.14(3) BORROW (GRAVEL FOR STRUCTURAL EARTH WALL) 9-03.14(4) CRUSHED SURFACING TOP COURSE 9-03.9(3) CRUSHED SURFACING BASE COURSE 9-03.9(3) GRAVEL BASE 9-03.10 GRAVEL BACKFILL FOR PIPE ZONE BEDDING 9-03.12(3) GRAVEL BACKFILL FOR DRAINS 9-03.12(4) GRAVEL BACKFILL FOR DRYWELLS 9-03.12(5) STREAMBED COBBLES (6") 9-03.11(2) ROCK FOR EROSION AND SCOUR PROTECTION CLASS A AND CLASS B 9-13.4 QUARRY SPALLS 9-13.1(5) PERMEABLE BALLAST 9-03.9(2) STOCKPILED TOPSOIL NOTES 1. STOCKPILES SHALL BE STABILIZED (WITH PLASTIC COVERING OR OTHER APPROVED DEVICE) DAILY BETWEEN OCTOBER 1 AND MARCH 31. OUTSIDE OF THE WET SEASON, STOCKPILES SHALL BE COVERED FOR WEEKENDS OR OTHER EXTENDED PERIODS OF NON-USE. 2. IN ANY SEASON, SEDIMENT LEACHING FROM STOCKPILES MUST BE PREVENTED. 3. TOPSOIL SHALL NOT BE PLACED WHILE IN FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR WHEN CONDITIONS EXIST THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. 4. PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE APPROVED PLAN. CONSTRUCTION DEWATERING 1. GROUND WATER IS ANTICIPATED TO BE 3 TO 4 FEET BELOW EXISTING GRADES. EXCAVATIONS FOR STRUCTURES AND UTILITIES BELOW THIS DEPTH WILL NEED TO BE DEWATERED FOLLOWING THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. PREFERRED DEWATERING METHODS ARE AS FOLLOWS: 1-2 FEET BELOW GROUNDWATER LEVEL • TEMPORARY CONTROLS USING SUMPS AND PUMPS 2-FEET OR MORE BELOW GROUNDWATER LEVEL • SHEET PILE COFFERDAMS EMBEDDED INTO SHALLOW CLAY/SILT LAYER • CLOSELY SPACED SMALL DIAMETER WELLS POINTS 2. CONTRACTOR SHALL PROVIDE DEWATERING PLAN, LABOR AND EQUIPMENT. COORDINATE DEWATERING WITH BOEING CONSTRUCTION MANAGEMENT, SITE ENVIRONMENTAL ENGINEERING AND THEIR GEOTECHNICAL ENGINEER. PROJECT TEAM WILL COORDINATE ROLES AND RESPONSIBILITIES FOR PROPER WATER MANAGEMENT. 3. SEE SHORING DETAILS ON SHEETS SS01 AND SS02 AND SITE STRUCTURAL NOTES ON SHEETS C501-1C AND C501-1D. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM OF 1983, NORTH ZONE VERTICAL CONTROL : ELEVATIONS SHOWN HEREON ARE REFERENCED TO NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD-29) ALSO KNOWN AS SEA LEVEL DATUM OF 1929 ITEM USCE/AUSTIN NGVD 29 LAKE WASHINGTON HIGH WATER (MAY 1ST) 21.85 15.03 LAKE WASHINGTON LOW WATER (FEB 15TH) 20.35 13.53 LAKE WASHINGTON MAX. WATER BY LAW 22.00 15.18 AUSTIN DATUM (DEFENSE PLANT 1942) 0.00 -6.82 CORPS OF ENGINEERS LK. WASH. DATUM 0.00 -6.82 NGVD 29 6.82 0.00 BLDG 4-20 FLOOR ELEVATION 27.00 20.18 THE ABOVE TABLE OF VERTICAL DATUM IS BASED UPON THE ASSUMPTION THAT THE ORIGINAL DEFENSE PLANT DATUM FOR RENTON AIRFIELD IN 1942 WAS LAKE WASHINGTON DATUM AS ESTABLISHED AND PUBLISHED BY THE U.S. ARMY CORPS OF ENGINEERS AND HIRAM CHITTENDEN LOCKS. PROJECT BENCHMARKS : DHA 501 SCRIBED "X" N 184238.715 E 1300109.968 EL 19.51 DHA 503 SCRIBED "X" N 184323.742 E 1300591.873 EL 21.37 UTILITIES MAPPING: ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY RECORD LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT -OUT DURING THE COURSE OF THE FIELD SURVEY. DUANE HARTMAN & ASSOCIATES, INC. (DHA) ASSUMES NO LIABILITY FOR THE ACCURACY OF THE RECORD INFORMATION AND/OR THE UTILITY PAINT -OUT. FOR THE FINAL LOCATION OF THE EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES UNDERGROUND CENTER (800/424-5555). TOPOGRAPHIC MAPPING: THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. (DHA) COMPLETED IN MAY 2018. DHA ASSUMES NO LIABILITY, BEYOND SAID DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY OCCUR WITHIN OR ADJOINING THE PERIMETER OF THIS SURVEY. CONTACT DHA (425/483-5355) FOR SITE UPDATES AND VERIFICATIONS. HORIZONTAL SCALE: 1 " = 100' CONTROL PLAN PROJECT BENCHMARK N 184238.715 E 1300109.968 PROJECT BENCHMARK N 184323.742 E 1300591.873 R-40141 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING , + C�� V3 Ann Fowler 12/14/2018 ALL 48 HOURS ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 10/09/18 GENERAL NOTES AND HORIZONTAL CONTROL C180242 0 R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 T� SPT 10/09/18 SHEET �w���F WAsh��� G SPECIFICATION IS APPROVED ""A, ,�� ® OD ENGINEER �, � ENGINEER TITLE MITIGATION HANGAR C501 - 1 B CO2 APPROVED BY DEPT. DATE BEE 10/09/18 CHECKED RENTON SITE �o R 31271 o ww JOB NO. COMP NO. L�ss�oNaL �APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WADwc No. RTN-YD-0501-1 B co CD Lf-) co CD O 00 T �u , t0 H Q N O O co 0 N U O 0 0 E am 0 ca J CODES AND STANDARDS 1. 2015 INTERNATIONAL BUILDING CODE (IBC) 2. ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 3. ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE 4. ACI 301-10 STRUCTURAL CONCRETE FOR BUILDINGS 5. AISC STEEL CONSTRUCTION MANUAL - 14TH EDITION 6. AISC 360-10 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS 7. AWS D1.1, 2015 STRUCTURAL WELDING CODE - STEEL 8. AWS D1.4, 2011 STRUCTUAL WELDING CODE - REINFORCING STEEL 9. AWS D1.8, 2016 STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT 10. RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS (RCSC), SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS 11. WSDOT - 2018 WASHINGTON STATE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION GENERAL 1. CONTRACTOR SHALL BE RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES, AND PROCEDURES REQUIRED TO PERFORM THE WORK. 2. CONTRACTOR -INITIATED CHANGES REQUIRE BOTH DESIGNER OF RECORD AND BOEING CONSTRUCTION MANAGER APPROVAL AND SHALL BE SUBMITTED IN WRITING FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. 3. DIMENSIONS AND DETAILS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO FABRICATION AND CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO, COORDINATING WITH THE CONTRACT DRAWINGS ON THE SIZE AND LOCATION OF OPENINGS THROUGH CONCRETE, VERIFYING SIZE AND LOCATION OF MECHANICAL AND ELECTRICAL OPENINGS WITH THE RESPECTIVE SUBCONTRACTOR, AS WELL AS COORDINATING INSERTS AND ATTACHMENTS FOR THE USE OF OTHER TRADES. 4. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. TYPICAL DETAILS AND NOTES SHOWN ON DRAWINGS SHALL APPLY UNLESS NOTED OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE PROVIDED. THE CONTRACTOR SHALL SUBMIT PROPOSED ALTERNATE DETAILS TO THOSE PROVIDED WITH RELATED CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO DETAILING OR USE. 5. SHOP DRAWINGS FOR STRUCTURAL STEEL, REINFORCING STEEL, LIGHT GAUGE AND MISCELLANEOUS STEEL SHALL BE SUBMITTED TO, REVIEWED AND APPROVED BY THE ENGINEER PRIOR TO FABRICATION. 6. SHOP DRAWING REVIEW: BY SUBMITTING THE SHOP DRAWINGS, THE CONTRACTOR REPRESENTS THAT THEY HAVE DETERMINED AND VERIFIED MATERIALS, FIELD MEASUREMENTS, AND RELATED FIELD CONSTRUCTION CRITERIA (MEANS, METHODS, TECHNIQUES, SEQUENCES, OPERATIONS OF CONSTRUCTION, AND SAFETY PRECAUTIONS AND PROGRAMS INCIDENTAL THERETO), AND THAT THE CONTRACTOR HAS CHECKED AND COORDINATED THE INFORMATION CONTAINED WITHIN THE SUBMITTAL WITH THE REQUIREMENTS OF THE WORK AND THE CONTRACT DOCUMENTS. REVIEW BY THE ENGINEER SHALL NOT RELIEVE THE CONTRACTOR FROM FULL RESPONSIBILITY FOR THE ACCURACY OF DIMENSIONS AND DETAILS. SUCH REVIEW SHALL NOT CONSTITUTE ACCEPTANCE BY THE ENGINEER OF THE CORRECTNESS OR ADEQUACY OF SUCH SUBMITTALS, NOR A WARRANTY THAT THE SUBMITTALS SATISFY THE REQUIREMENTS OF THE CONTRACT. DEMOLITION AND SHORING 1. THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. THE CONTRACTOR SHALL VERIFY THE EXTENT AND LOCATIONS OF SITE UTILITIES. LOCATIONS OF EXISTING FOUNDATIONS AND UTILITIES KNOWN TO THE ENGINEER ARE INDICATED ON THE DRAWINGS. IMMEDIATELY REPORT ANY DISCREPANCIES OR ENCOUNTERED OBSTRUCTIONS TO THE BOEING CONSTRUCTION MANAGER. 2. THE CONTRACTOR SHALL DESIGN AND INSTALL SHORING TO SUPPORT EXISTING CONSTRUCTION (VERTICALLY AND LATERALLY) AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES COORDINATED WITH THE OTHER DISCIPLINES. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL PREPARE A PLAN TO MONITOR DAILY THE SHORING SYSTEMS FOR MOVEMENT AND SUBMIT IT FOR REVIEW BY THE BOEING CONSTRUCTION MANAGER. 3. EXISTING STRUCTURAL MEMBERS SHALL REMAIN UNLESS NOTED OTHERWISE ON THE PLANS. SAWCUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO REMAIN. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. 4. OPENINGS THROUGH EXISTING WALLS, SLABS, AND BEAMS SHALL BE ACCOMPLISHED BY SAWCUTTING OR CORING WHEREVER POSSIBLE AND AS SHOWN. WHEN SAWCUTTING, CORNERS SHALL INITIALLY BE CORED TO PREVENT OVERCUTTING. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY DRILLING, IF POSSIBLE. 5. THE CONTRACTOR SHALL DESIGN AND INSTALL SHORING TO SUPPORT NEW CONSTRUCTION (VERTICALLY AND LATERALLY) UNTIL STRUCTURAL COMPONENTS HAVE BEEN CONNECTED AS SHOWN ON THE STRUCTURAL DRAWINGS. 6. THE CONTRACTOR SHALL SUBMIT SHORING DRAWINGS AND CALCULATIONS STAMPED AND SIGNED BY A REGISTERED STRUCTURAL ENGINEER. DRAWINGS SHALL SHOW SIZE, LAYOUT, CONNECTIONS, MATERIAL DESIGNATION, METHOD OF INSTALLATION, AND ACCESSORIES OF SHORING MEMBERS. THE TEMPORARY SHEET PILE WALL SHOWN IN THESE PLANS WITHIN LAKE WASHINGTON AND THE STEEL SHEET PILE COFFERDAMS SHOWN IN THESE PLANS ARE EXEMPT FROM THIS REQUIREMENT. 7. THE TEMPORARY STEEL SHEET PILE WALL SHOWN IN THESE SHEETS WITHIN LAKE WASHINGTON SHALL BE CUT 2' BELOW THE HABITAT SURFACING AT THE END OF THEIR USE. FOUNDATIONS 1. FOUNDATION DESIGN IS BASED ON FINAL GEOTECHNICAL REPORT, AMENDMENTS OR MEMOS BY PonGEO DATED MARCH 9, 2017, PROJECT No.15-193 AND SUPPLEMENT DATED XX/XX/2018. 2. FOUNDATION WORK SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THIS REPORT, AND THE CONTRACTOR SHALL BE FAMILIAR WITH THIS REPORT. 3. FOOTINGS SHALL BEAR ON ENGINEERED FILL OR COMPETENT NATIVE SOILS. 4. SPECIAL INSPECTION SHALL BE PERFORMED DURING SITE EXCAVATION TO CONFIRM THAT EXISTING CONDITIONS COMPLY WITH CONDITIONS IN THE GEOTECHNICAL REPORT. CONTRACTOR SHALL COORDINATE EXCAVATION SCHEDULE WITH THE ENGINEER. 5. EXTERIOR FOOTINGS SHALL BEAR AT OR BELOW MINIMUM BEARING DEPTH. MINIMUM BEARING DEPTH IS 18 INCHES BELOW ADJACENT FINISHED GRADE. 6. SOIL PROPERTIES VARY ACROSS THE PROJECT SITE. SEE GEOTECHNICAL REPORT FOR LOCATION SPECIFIC SOIL PROPERTIES. DESIGN LOADS SEISMIC DESIGN CATEGORY D WAVE LOAD (TEMPORARY SHEET PILE WALL) - DESIGN WAVE HEIGHT 2.55' STRUCTURAL CONCRETE 1. CONCRETE WORK SHALL CONFORM TO REQUIREMENTS OF ACI 301, SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDING CONCRETE AND WSDOT STANDARD SPECIFICATIONS FOR CONCRETE ON GRADE. 2. DESIGN MIXES SHALL BE PROPORTIONED TO PROVIDE 5,000 PSI COMPRESSIVE STRENGTH (28 DAY). 3. STEEL REINFORCEMENT (DEFORMED BARS) SHALL CONFORM TO ASTM A615, Fy = 60,000 PSI AND SHALL BE EPDXY COATED IN ACCORDANCE WITH WSDOT SPECIFICATIONS SECTION 9-07.3. 4. DOWEL BARS SHALL CONFORM TO WSDOT SPECIFICATIONS SECTION 9-07.5 (1). 5. TYPICAL DETAILS OF REINFORCEMENT SUCH AS HOOKS, BEND DIAMETERS, ETC. SHALL BE IN ACCORDANCE WITH ACI SP-66 - "ACI DETAILING MANUAL". 6. CONCRETE COVER FOR REINFORCEMENT STEEL IN CAST -IN -PLACE NON -PRESTRESSED CONCRETE MEMBERS SHALL BE AS FOLLOWS, UNO: A. CONCRETE CAST AGAINST AND PERMANENTLY IN CONTACT WITH GROUND (UNFORMED): 3 INCHES B. CONCRETE EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: #5 BARS AND SMALLER 1-1/2 INCHES #6 BARS AND LARGER 2 INCHES 7. REINFORCEMENT MARKED "CONT" (CONTINUOUS) SHALL BE SPLICED BY LAPPING OR MECHANICAL CONNECTORS. LAP SPLICES OF REBAR SHALL HAVE A LENGTH OF LAP EQUAL TO 1.3x BAR DEV LENGTH (CLASS B). UNO MECHANICAL CONNECTORS SHALL HAVE A MINIMUM CAPACITY OF 1.25x YIELD STRENGTH OF THE BAR. IN MEMBERS DESIGNATED AS PART OF THE SEISMIC FORCE RESISTING SYSTEM, MECHANICAL CONNECTORS SHALL HAVE A MINIMUM CAPACITY EQUAL TO THE TENSILE STRENGTH OF THE BAR. 8. CHAMFER ALL CORNERS OF CURBS, WALLS AND EDGES % INCHES. ANCHORAGE TO CONCRETE 1. EXCEPT WHERE INDICATED ON THE DRAWINGS, POST -INSTALLED ANCHORS SHALL CONSIST OF THE FOLLOWING ANCHOR TYPES. • HILTI "HIT-HY 200" ADHESIVE ANCHOR SYSTEM PER ICC ESR-3187 • SIMPSON SET-XP ADHESIVE ANCHORING SYSTEM PER ICC ESR-2508 • POWERS PE1000+ PER ICC ESR-2583 2. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED IN THE ICC APPROVAL REPORT. SUBSTITUTION REQUESTS MUST INCLUDE ICC ESR REPORT SHOWING COMPLIANCE WITH RELEVANT BUILDING CODE AND INSTALLATION CATEGORY AND BE APPROVED IN WRITING BY THE ENGINEER OF RECORD PRIOR TO USE. 3. INSTALL ANCHORS PER THE MANUFACTURER INSTRUCTIONS, AS INCLUDED IN THE ANCHOR PACKAGING. 4. ANCHOR CAPACITY IS DEPENDENT UPON SPACING BETWEEN ADJACENT ANCHORS AND EDGE DISTANCE. INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND EDGE CLEARANCES INDICATED ON THE DRAWINGS. NON -SHRINK GROUT 1. NON -SHRINK GROUT SHALL BE CEMENTITIOUS HIGH PRECISION, NATURAL AGGREGATE, NON-METALLIC, NON -STAINING, NON -SHRINKABLE GROUT CONFORMING TO ASTM C1107. GROUT SHALL HAVE A SPECIFIED MINIMUM COMPRESSIVE STRENGTH OF 5,000 PSI AT 5 DAYS. STRUCTURAL STEEL 1. EXTERIOR MARINE AND IN -GRADE STEEL SHALL CONFORM TO THE FOLLOWING a. STRUCTURAL STEEL SHAPES AND PLATES UNLESS NOTED OTHERWISE, SHALL BE ASTM A 709 GRADE 50 AND SHALL BE COATED IN ACCORDANCE WITH ISO 8501 PA2. b. BOLTS AND NUTS SHALL CONFORM TO ASTM A 307, UNLESS NOTED OTHERWISE. c. ANCHOR BOLT OR ANCHOR RODS SHALL CONFORM TO ASTM F 1554, GRADE 105, UNLESS NOTED OTHERWISE. d. HEADED STUD ANCHORS SHALL CONFORM TO THE REQUIREMENTS OF A 108, Fy min = 50 ksi. e. ALL MISCELLANEOUS PIPE SHALL CONFORM TO ASTM A 500, GRADE C. 4. WORK SHALL BE IN ACCORDANCE WITH AISC 303, AS MODIFIED PER THE PROJECT SPECIFICATIONS. 5. HOLES IN STEEL CUT IN THE FIELD SHALL BE DRILLED, NOT BURNED. 6. HIGH -STRENGTH BOLTS SHALL BE INSTALLED, TIGHTENED, AND INSPECTED IN ACCORDANCE WITH IBC, RCSC, AND AISC SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS. THE CRITERIA FOR SNUG -TIGHT CONNECTIONS SHALL APPLY TO CONNECTIONS. 7. STEEL ANCHORS, TIES AND OTHER MEMBERS EMBEDDED IN CONCRETE SHALL BE LEFT UNPAINTED AT INTERIOR, UNEXPOSED CONDITIONS. 8. ITEMS EMBEDDED IN CONCRETE AND EXPOSED TO EARTH OR WEATHER SHALL BE HOT -DIPPED GALVANIZED (UNLESS NOTED OTHERWISE): a. CONCRETE ACCESSORIES OF FERROUS MATERIAL INCLUDING: INSERTS, EMBEDS, AND BRACKETS. b. PIPE GUARDS, BOLLARDS AND HARDWARE FOR SAME. c. WHERE NOTED AS "GALV". d. GALVANIZED STEEL EXPOSED TO STORMWATER SHALL BE PAINTED OR COATED. 9. LOCATIONS OF EMBEDDED ITEMS SHALL BE COORDINATED WITH VENDOR'S SHOP DRAWINGS. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION AIDS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES, AND OTHER AIDS. REMOVE ERECTION AIDS, INCLUDING ERECTION BOLTS. PLUG WELD HOLES AND GRIND SMOOTH. 11. MEANS AND METHODS OF ERECTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND CONNECTIONS AND DETAILS DO NOT NECESSARILY SHOW ERECTION AIDS REQUIRED. DEAD LOADS: WEIGHT OF MATERIALS OF CONSTRUCTION AND PERMANENT EQUIPMENT. STRUCTURAL STEEL WELDING RISK CATEGORY II 1. WELDING SHALL BE DONE BY CERTIFIED WELDERS AND IN ACCORDANCE WITH AWS D1.1 AND D1.8. SEISMIC LOADS 2. WELD SIZES SHOWN ON THE DRAWINGS ARE MINIMUM AND EFFECTIVE SIZES. INCREASE WELD SIZE TO AWS/AISC MINIMUM SEISMIC IMPORTANCE FACTOR, le 1.0 SIZES AS REQUIRED FOR CONNECTION MATERIAL. THE MINIMUM WELD SIZE SHALL BE 3/16 INCHES (EFFECTIVE). SITE CLASS E 3. FIELD WELDING SYMBOLS HAVE NOT NECESSARILY BEEN INDICATED ON THE DRAWINGS. WHERE NO FIELD WELDING IS DETAILED ON THE DRAWINGS, IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE USE OF SHOP AND FIELD DESIGN SPECTRAL RESPONSE ACCELERATION PARAMETERS WELDS. SHORT PERIOD, Sds 0.87 4. WELDS SHALL BE MADE USING LOW HYDROGEN ELECTRODES WITH TENSILE STRENGTH PER AWS D1.1 AND D1.8 (MINIMUM 1 SECOND PERIOD, Shc 0.87 70 KSI). 5. WELDING SHALL BE PERFORMED IN STRICT ADHERENCE TO A WRITTEN WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1 AND D1.8. WELDING PROCEDURES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW BEFORE STARTING FABRICATION OR ERECTION. COPIES OF THE WPS SHALL BE ON SITE AND AVAILABLE TO WELDERS AND THE SPECIAL INSPECTOR. 0), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 6. WELDS THAT ARE PART OF THE SEISMIC FORCE -RESISTING SYSTEM SHALL HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FOOT-POUNDS AT 0 DEGREES FAHRENHEIT. BOEING COORDINATION 1. CONTRACTOR SHALL COORDINATE WITH THE BOEING CONSTRUCTION MANAGER REGARDING AIRPLANE MOVEMENTS AND PRODUCTION NEEDS. THIS MAY INCLUDE TEMPORARY SHUTDOWNS AND MOVEMENT OF EQUIPMENT TO ALLOW PLANE MOVEMENTS. 2. CONTRACTOR SHALL MAINTAIN NINE ACTIVE PLANE STALL LOCATIONS AT ALL TIMES. STALL LOCATIONS INCLUDE THREE AT THE NORTH GATE, THREE IN THE CI STALLS, FOUR ALONG THE LAKE NORTH OF THE 4-20 BLDG, AND THREE IN THE NE CORNER NORTH OF THE 4-82 BLDG. 3. CONTRACTOR SHALL COORDINATE ALL TRENCHING ACTIVITIES WITH THE BOEING SHUTDOWN COMMITTEE, WHO WILL NEEDS 5 DAYS TO REVIEW BEFORE THE PLANNED WORK MAY PROCEED. 4. CONTRACTOR SHALL COORDINATE ALL TRENCHING WITH BOEING ENVIROMENTAL HEALTH SERVICES FOR SOIL SAMPLING PRIOR TO WORK. 5. CONTRACTOR SHALL COORDINATE WITH THE BOEING CONSTRUCTION MANAGER TO INSURE ALL MAJOR SITE CHANGES AND DETOURS ARE ADVERTISED IN THE BOEING NEWSLETTER TWO WEEKS IN ADVANCE OF THE CHANGE. 1]*•y[e]101[11:01091r:Tll:1:1A,1 1. DEAD LOADS: ACTUAL WEIGHT OF MATERIALS OF CONSTRUCTION AND PERMANENT EQUIPMENT. 2. VERTICAL LIVE LOAD: (LOADS A,B, AND C ALLOWED ON ALL EXISTING PAVED AREAS UNLESS NOTED OTHERWISE) A. ULL - UNIFORM LIVE LOAD DESIGN TRUCK DESIGN TANDEM PEDESTRIAN ONLY 100 PSF TYPICAL 25k 25k 125 PSF LIGHT STORAGE 32k 32k 8k VEHICLE OTHER 1 L4 250 PSF TYPICAL WHEEL LOAD 4k 12.5 12.5k B. LL - VEHICULAR LIVE LOAD 6k 16k HL-93 16k 16k 12.5k 12.5k 12 C. BR - VEHICULAR BRAKING FORCE 14' 14' 25% DESIGN TRUCK OR TANDEM TO 30' 5% DESIGN TRUCK OR TANDEM + 5% DESIGN LANE LOAD LANE LOAD = 640 PSF 59'-8" (737-MAX10) 56'-4" (737-MAX9. 737-900ER) F. 140 TON MOBILE CRANE (NOT ALLOWED ON STORM VAULTS) 0 CRANE TRAVELING - BOOM OVER FRONT FORKLIFT (LINDE H 180) OPERATING LOAD 66K 7 2" 79K FRONT AXLE i 26K REAR AXLE I B CORNER f 1 CRANE TRAVELING - WHEEL LOADS WITH BOOM OVER FRONT CRANE DIMENSIONS CRANE TOTAL FRONT AXLE REAR AXLE LOAD A (FT) B (FT) C (FT) D (FT) E (FT) F (FT) CAPACITY WEIGHT (Ibs) LOAD (Ibs) (Ibs) 140 TON 200,000 44,000 156,000 23 TO 20 TO 19 TO 9.5 4 TO 560 TO 27 27 24 TO 11 5.5 910 OUTRIGGER FLOAT LOADS CAPACITY (TONS) RADIUS (ft) BOOM OVER CORNER (Ibs) BOOM OVER BACK OR SIDE (EA) (Ibs) 20 AND MORE 232,000 207,000 30 222,000 176,000 140 TON 40 211,000 164,000 50 198,000 150,000 60 AND MORE 187,000 142,000 L G. OV WAS BOE//V� a �✓j l'C'1, 28710 GRAi '., �s1�NALG CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. I DATE BEE ATE SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE 3. LATERAL LOADS: A. ACTIVE AND PASSIVE SOIL PERSSURES ON SHORING i. ACTIVE SOIL PRESSURE: 45 PCF, EQUIVALENT FLUID DENSITY, ABOVE GROUNDWATER TABLE ii. ACTIVE SOIL PRESSURE: 20 PCF, EQUIVALENT FLUID DENSITY, BELOW GROUNDWATER TABLE iii. PASSIVE SOIL PRESSURE: 200 PCF, EQUIVALENT FLUID DENSITY, ABOVE GROUND WATER TABLE (INCLUDE 1.5 SAFETY FACTOR) iiii. PASSIVE SOIL PRESSURE: 80 PCF, EQUIVALENT FLUID DENSITY, BELOW GROUNDWATER TABLE (INCLUDE 1.5 SAFETY FACTOR) IMBALANCED HYDROSTATIC PRESSURE SHOULD BE ADDED TO THE ACTIVE SIDE. THE PRESSURE WILL DEPND ON THE TYPE OF DEWATERING METHOD. A 2 FEET OVER -EXCAVATION AT HTE PASSIVE SIDE SHOULD BE CONSIDERED IN THE DESIGN. B. ACTIVE, PASSIVE, SURCHARGE AND SEISMIC ON PERMANENT STRUCTURES LATERAL EARTHE PRESSURES ON RETAINING WALLS OR PERMANENE SUBSURFACE WALLS, AND RESISTANCE TO LATERAL LOADS MAY BE ESTIMATED USING THE FOLLOWING RECOMMENDED SOIL PARAMETERS: Soil Density Equivalent Fluid Unit Weight (PCF) Coefficient (PCF) of Friction Active At -rest Passive 125 40 50 200 0.5 Note: 1) Hydrostatic pressures are not included in the above lateral earth pressures. A 50% reduction should apply to the passive pressure for below groundwater table condition. 2) Lateral earth pressures are appropriate for level structural fill placed behind and in front of walls. THE ACTIVE CASE APPLIES TO WALLS THAT ARE PERMITTED TO ROTATE OR TRANSLATE AWAY FROM THE RETAINED SOIL BY APPROXIMATELY 0.002H, WHERE H IS THE HEIGHT OF THE WALL. THIS WOULD BE APPROPRIATE FOR A CANTILEVER RETAINING WALL. THE AT -REST CASE APPLIES TO UNYIELDING WALLS, AND WOULD BE APPROPRIATE FOR WALLS THAT ARE STRUCTURALLY RESTRAINED FROM LATERAL DEFLECTION SUCH AS BASEMENT WALLS, UTILITY TRENCHES OR PITS. SURCHARGE INDUCED LATERAL LOADS: ADDITIONAL LATERAL EARTH PRESSURES WILL RESULT FROM SURCHARGE LOADS FROM FLOOR SLABS OR PAVEMENTS FOR PARKING THAT ARE LOCATED IMMEDIATELY ADJACENT TO THE WALLS. THE SURCHARGE -INDUCED LATERAL EARTH PRESSURES ARE UNIFORM OVER THE DEPTH OF THE WALL. SURCHARGE -INDUCED LATERAL PRESSURES FOR THE "ACTIVE" CASE MAY BE CALCULATED BY MULTIPLYING THE APPLIED VERTICAL PRESSURE (IN PSF) BY THE ACTIVE EARTH PRESSURE COEFFICIENT (Ka). THE VALUE OF Ka MAY BE TAKEN AS 0.4. THE SURCHARGE -INDUCED LATERAL PRESSURES FOR THE "AT -REST" CASE ARE SIMILARLY CALCULATED USING AN AT -REST EARTH PRESSURE COEFFICIENT (Ko) OF 0.6. SEISMIC INDUCED LATERAL LOADS: FOR SEISMIC INDUCED LATERAL LOADS, THE DYNAMIC FORCE CAN BE ASSUMED TO ACT AT 0.6H ABOVE THE WALL BASE AND THE MAGNITUDE CAN BE CALCULATED USING THE FOLLOWING EQUATION: Pe = 14H WHERE Pe = SEISMIC -INDUCED LATERAL LOAD H = WALL HEIGHT GENERAL SITE STRUCTURAL NOTES R-401412 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 J'IV'UVLO R I Q v^ L 10/09/18 MITIGATION HANGAR C501-1 C CO3 RENTON SITE JOB NO. C180242 COMP NO. SITE RENTON, WA DWG No. RTN-YD-0501-1 C Cfl O Lf-) co O O 00 X, u I H 00 Q J CIVIL MASTER T O O W ti 0 co 0 N W 0 O 0 L, E m Y 0 0 in I ca J AISC 360-10 CHAPTER N - BOLTING STRUCTURAL OBSERVATION FOR WIND RESISTANCE 1. NOT REQUIRED PER SECTION 1704.6.2 OF IBC. QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR 0 = OBSERVE ITEMS RANDOMLY STRUCTURAL OBSERVATION FOR SEISMIC RESISTANCE P = PERFORM TASKS FOR EACH ELEMENT 1. NOT REQUIRED PER SECTION 1704.6.1 OF IBC. SPECIAL INSPECTION FOR WIND RESISTANCE 1. NOT REQUIRED PER SECTION 1705.11 OF IBC. TABLE N 6.1 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT VERIFICATIONS AND INSPECTION QC QA REMARKS 1. PLACEMENT AND INSTALLATION OF STEEL DECK P P 2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS P P 3. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS. P P IBC TABLE 1705.3 REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE CONTINUOUS PERIODIC REFERENCED STANDARD IBC REFERENCE REMARK 1. INSPECT REINFORCEMENT, INCLUDING PRESTRESSING - X ACI 318: CH. 20, 25.2, 25.3, 1908.4 TENDONS, AND VERIFY PLACEMENT. 26.5.1-26.5.3 2. REINFORCING BAR WELDING: a. VERIFY WELDABILITY OF REINFORCING BARS OTHER - X AWS D1.4 THAN ASTM A 706; ACI 318: 26.5.4 b. INSPECT SINGLE -PASS FILLET WELDS, MAXIMUM 5/16"; X AND c. INSPECT ALL OTHER WELDS. X 3. INSPECT ANCHORS CAST IN CONCRETE. - X ACI 318: 17.8.2 - 4. INSPECT ANCHORS POST -INSTALLED IN HARDENED CONCRETE. a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR X ACI 318: 17.8.2.4 UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT X ACI 318: 17.8.2 DEFINED IN 4.a. 5. VERIFY USE OF REQUIRED DESIGN MIX. - X ACI 318: CH. 19, 26.4.3, 1904.1, 1904.2, 26.4.4 1908.2, 1908.3 6. PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMEN X - ASTM C 172, 1908.10 FOR STRENGTH TESTS, PERFORM SLUMP AND AIR ASTM C 31, CONCRETE TESTS, AND DETERMINE THE TEMPERATURE OF ACI 318: 26.4.5, 26.12 THE CONCRETE. 7. INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR X - ACI 318: 26.4.5 1908.6, 1908.7, 1908.8 PROPER APPLICATION TECHNIQUES. 8. VERIFY MAINTENANCE OF SPECIFIED CURING - X ACI 318: 26.4.7-26.4.9 1908.9 TEMPERATURE AND TECHNIQUES. 9. INSPECT PRESTRESSED CONCRETE FOR - a. APPLICATION OF PRESTRESSING FORCES; AND X - ACI 318: 26.9.2.1 b. GROUTING OF BONDED PRESTRESSING TENDONS. X - ACI 318: 26.9.2.3 10. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS. - X ACI 318: CH. 26.8 - 11. VERIFICATION OF IN -SITU CONCRETE STRENGTH, PRIOR TO - X ACI 318: 26.10.2 - STRESSING OF TENDONS IN POST -TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 12. INSPECT FORMWORK FOR SHAPE, LOCATION AND - X ACI 318: 26.10.1 - DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. b TABLE 1705.6 REQUIRED SPECIAL INSPECTIONS AND TEST OF SOILS TYPE CONTINUOUS PERIODIC REMARKS 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS - X BY GEOTECHNICAL ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING ENGINEER CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER - X DEPTH AND HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF - X COMPACTED FILL MATERIALS. 4. VERIFY USE OF PROPER MATERIALS, DENSITIES X - BY GEOTECHNICAL AND LIFT THICKNESSES DURING PLACEMENT AND ENGINEER COMPACTION OF COMPACTED FILL. 5. PRIOR TO PLACEMENT OF COMPACTED FILL, - X INSPECT AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG MITIGATION HANGAR i BergerABAM "AW" 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION BY C1802421 ABAM APPROVED DATE SYM SPT 10/09/18 REVISION BY I APPROVED I DATE AISC 360-10 CHAPTER N AND AISC 341-10 CHAPTER J - WELDING QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR 0 = OBSERVE ITEMS RANDOMLY P = PERFORM TASKS FOR EACH ELEMENT TABLE N 5.4-1 INSPECTION TASKS PRIOR TO WELDING VERIFICATIONS AND INSPECTION QC QA REMARKS 1. WELDING PROCEDURE SPECIFICATIONS (WPS) AVAILABLE P P 2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P 3. MATERIAL IDENTIFICATION TYPE GRADE 0 0 4. WELDER IDENTIFICATION SYSTEM, SEE NOTE 1 0 0 5. FIT -UP GROOVE WELDS (INCLUDING JOINT GEOMETRY) A. JOINT PREPARATION 0 0 B. DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) C. CLEANLINESS CONDITION OF STEEL SURFACES D. TACKING TACK WELD QUALITY AND LOCATION E. BACKING TYPE AND FIT IF APPLICABLE 6. CONFIGURATION AND FINISH OF ACCESS HOLES 0 0 7. FIT -UP OF FILLET WELDS A. DIMENSIONS ALIGNMENT, GAPS AT ROOT 0 0 B. CLEANLINESS CONDITION OF STEEL SURFACES C. TACKING (TACK WELD QUALITY AND LOCATION) 8. CHECK WELDING EQUIPMENT 0 - NOTE 1: THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW -STRESS TYPE. TABLE N 5.4-2 INSPECTION TASKS DURING WELDING VERIFICATIONS AND INSPECTION QC QA REMARKS 1. USE OF QUALIFIED WELDERS 0 0 2. CONTROL AND HANDLING OF WELDING CONSUMABLES A. PACKAGING 0 0 B. EXPOSURE CONTROL 0 0 3. NO WELDING OVER CRACKED WELDS 0 0 4. ENVIRONMENTAL CONDITIONS A. WIND SPEED WITHIN LIMITS 0 0 B. PRECIPITATION AND TEMPERATURE 5. WPS FOLLOWED A. SETTINGS ON WELDING EQUIPMENT 0 0 B. TRAVEL SPEED C. SELECTED WELDING MATERIALS D. SHIELDING GAS TYPE/ FLOW RATE E. PREHEAT APPLIED F. INTERPASS TEMPERATURE MAINTAINED (MIN/MAX.) G. PROPER POSITION (F, V, H, OH) H. INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED AISC 341-10 6. WELDING TECHNIQUES A. INTERPASS AND FINAL CLEANING 0 0 B. EACH PASS WITHIN PROFILE LIMITATIONS 0 0 C. EACH PASS MEETS QUALITY REQUIREMENTS 0 0 TABLE N 5.4-3 INSPECTION TASKS AFTER WELDING VERIFICATIONS AND INSPECTION QC QA REMARKS 1. WELDS CLEANED 0 0 2. SIZE, LENGTH AND LOCATION OF WELDS P P 3. WELDS MEET VISUAL ACCEPTANCE CRITERIA A. CRACK PROHIBITION P P B. WELD/BASE-METAL FUSION C. CRATER CROSS SECTION D. WELD PROFILES E. WELD SIZE F. UNDERCUT 4. ARC STRIKES P P 5. K-AREA, SEE NOTE 2 P P 6. BACKING REMOVED AND WELD TABS REMOVED IF REQUIRED P P 7. REPAIR ACTIVITIES P P 8. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P 9. PLACEMENT OF REINFORCING OR CONTOUR FILLET WELDS ADDED (IF REQ'D) P P AISC 341-1 NOTE 2: WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 INCHES (75MM) OF THE WELD. Pit. G. W ASFj! BOE//V� a �✓j l'C'1, 28710 GRAi �s10 AL G CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY I H L THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE ATE SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE PILING - GENERAL 1. STEEL PIPE PILING AND SHEET PILING SHALL CONFORM TO ASTM 572 GRADE 50 WITH MIN YIELD STRENGTH = 50 KSI. 2. STEEL PIPE PILING AND SHEET PILING SHALL BE PAINTED IN ACCORDANCE WITH WSDOT SPECIFICATIONS SECTION 6-07 EXCEPT: THE PAINTED SECTION NEED NOT EXTEND MORE THAN 10 FEET INTO GRADE COATING SHALL BE ONE OF THE FOLLOWING SYSTEMS: CARBOLINE COMPANY: CARBOZINC 808 - SHOP APPLICATION ONLY CARBOGUARD 635 CARBOMASTIC 615 - FIELD APPLICATION ONLY DEVOE COATINGS COMPANY: CATHA-COAT 302H DEVRAN 261 QC INTERNATIONAL PAINT COMPANY: INTERZONE 954 SHERWIN -WILLIAMS COMPANY: COROTHANE 1 GALVA-PAC ZINC PRIMER DURA-PLATE 235 DURA-PLATE 154 ENVIROLASTIC AR425 - FIELD APPLICATION ONLY COROTHANE 1 COAL TAR TNEMEC COMPANY: SERIES 90-97 TNEME-ZINC SERIES N69 HI -BUILD EPDXOLINE II SERIES 1 OMNITHANE SERIES 446 PERMASHIELD MCU WASSER HIGH TECH COATINGS: MC -ZINC 100 - SHOP APPLICATION MC-MIOZINC 100 - FIELD APPLICATION MC-FERROX A 100 MC-FERROX B 100 MC -LUSTER 100 MC -TAR 100 PAINT MATERIAL FOR STRUCTURAL STEEL FOR UNDERWATER APPLICATION SHALL BE ONE OF THE FOLLOWING PRODUCTS AND NEED NOT BE FROM THE SAME MANUFACTURER AS SELECTED ABOVE: CARBOLINE COMPANY: CARBOGUARD A-788 SPLASH ZONE MASTIC INTERNATIONAL PAINT COMPANY: INTERZONE 101 SHOP COATINGS SHALL BE APPLIED TO THE FOLLOWING THICKNESSES FOR THE SELECTED COATING SYSTEM: CARBOLINE COMPANY: PRIME COAT - CARBOZINC 808 (2 - 3 MILS DFT) TOP COAT - CARBOGUARD 635 (8 - 10 MILS DFT) DEVOE COATINGS COMPANY: PRIME COAT - CATHA-COAT 302H (3 - 4 MILS DFT) TOP COAT - DEVRAN 261 QC (6 - 8 MILS DFT) INTERNATIONAL PAINT COMPANY: TWO COATS - INTERZONE 954 (10 - 12 MILS DFT EACH) SHERWIN -WILLIAMS COMPANY: PRIME COAT - COROTHANE I GALVAPAC ZINC PRIMER (3 - 4 MILS DFT) TOP COAT - DURA-PLATE 235 (6 - 8 MILS DFT) TNEMEC COMPANY: PRIME COAT - SERIES 90-97 TNEME-ZINC (3 - 4 MILS DFT) TOP COAT - SERIES N69 HI -BUILD EPDXOLINE II (6 - 8 MILS DFT) WASSER HIGH TECH COATINGS: PRIME COAT - MC -ZINC 100 (3 - 4 MILS DFT) TOP COAT - MC-FERROX A 100 (6 - 8 MILS DFT) FIELD APPLICATION OF COATINGS FOR WELDED JOINTS AND FIELD REPAIRS TO SHOP PAINTED COATINGS SHALL BE APPLIED TO THE FOLLOWING THICKNESSES FOR THE SELECTED COATING SYSTEM: ABOVE HIGH WATER CARBOLINE COMPANY: TWO COATS - CARBOGUARD 635 (8 - 10 MILS DFT EACH) DEVOE COATINGS COMPANY: TWO COATS - DEVRAN 261 QC (6 - 8 MILS DFT EACH) INTERNATIONAL PAINT COMPANY: TWO COATS - INTERZONE 954 (6 - 8 MILS DFT EACH) SHERWIN -WILLIAMS COMPANY: TWO COATS - DURA-PLATE 235 OR ENVIROLASTIC AR425 (6 - 8 MILS DFT) TNEMEC COMPANY: PRIME COAT - SERIES 90-97 TNEME-ZINC (3 - 4 MILS DFT) TOP COAT - SERIES N69 HI -BUILD EPDXOLINE II (6 - 8 MILS DFT) WASSER HIGH TECH COATINGS: PRIME COAT - MC-MIOZINC 100 (3 - 5 MILS DFT) INTERMEDIATE COAT - MC -TAR 100 (5 - 7 MILS DFT) TOP COAT - MC -TAR 100 (5 - 7 MILS DFT) UNDERWATER CARBOLINE COMPANY: CARBOGUARD A-788 SPLASH ZONE MASTIC (1/4 INCH MINIMUM) INTERNATIONAL PAINT COMPANY: INTERZONE 101 (1/4 INCH MINIMUM) 3. CAST -IN -PLACE CONCRETE FOR PILE INFILL SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 4000 PSI. GENERAL SITE STRUCTURAL NOTES R-401413 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS 1 C 180242 J' IV' 0 R I Q v^ L 10/09/ 18 MITIGATION HANGAR C501-1 D C04. RENTON SITE JOB NO. COMP NO. C180242 SITE RENTON, WADwG No. RTN-YD-0501-1 D Cfl O LO cy) O O 00 u 00 Q J CIVIL MASTER CA BE 1- SYM C A REVISION MITIGATION HANGAR UPDATED U/G UTILITY MAPPING - DHA, INC. VALVE NO. UPDATE - HGI PROJ# 98-1302 UPDATE APRON SEAMS - DHA, INC. SEPA-DNR-PROP. - RUPERT BY APPROVED DATE C180242 ABAM SPT 10/09/18 SDP DAH 05/01/98 HGI/DED NGC 08/05/98 MJM DAH 08/07/98 #140688 DED REI 09/17/07 SYM REVISION BY I APPROVED I DATE P. of WA �f x 31271 w� ��ssioNaL ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE IAI L SUBTITLE 10/09/18 10 09 18 10/09/18 TITLE CIVIL MASTER PARTIAL SITE REMOVAL PLAN RENTON SITE SITE a 1a SAWCUT / PROJECT LIMITS SHORELINE SETBACK ABANDON UNDERGROUND UTILITY REMOVE ABOVE GROUND UTILITY SEE MECHANICAL AND ELECTRICAL PLANS REMOVE CONCRETE PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL PLANS FOR ADDITIONAL DEMOLITION AND REMOVAL INFORMATION. DEMOLISH EXISTING STORM VAULT. SEE GEOTECHNICAL REPORT DATED 9/07/2018 AND DETAILS ON SHEET C501-21-1. CONSTRUCTION NOTES ABANDON UNDERGROUND UTILITY 2� REMOVE EXISTING STORM DRAINAGE CATCH BASIN OR MANHOLE 3� REMOVE EXISTING BOLLARDS :� REMOVE EXISTING FIRE HYDRANT 5� REMOVE AND SALVAGE ECOLOGY BLOCK WALL REMOVE EXISTING SURFACE MOUNT UTILITIES SEE MECHANICAL AND ELECTRICAL PLANS 7� PROTECT EXISTING STORM TO REMAIN 8� REMOVE EXISTING STORM DRAINAGE CLEANOUT REMOVE AND SALVAGE EXISTING SIGN 10 REMOVE EXISTING GROUND ROD AND WIRE 11 REMOVE AND SALVAGE EXISTING TEMPORARY STRUCTURE 12 REMOVE EXISTING CHAINLINK FENCE 13 REMOVE AND SALVAGE EXISTING BUS SHELTER C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401414 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 C 180242 J "V'UVL C 10/09/18 C 11 E-R C05. JOB NO. COMP NO. C180242 RENTON, WA DWG N0. RTN-YD-11 E-R co Lf-) co O O 00 T X, LJ 0 H 00 Q J 0 GR I I 7i� Pf0NDING Iw � 00NIDIEM Z Z I \ I u, MONITOR WELL #246 I \ I I \ I \\ I I I \ GRo I n \ I I \ I \ I I \\ I I I \ I � I I 200' SHORELINE SETBACK RIM= 7.82 IMR WEL 190 I PER CITY OF RENTON � I I I I I I I I Ld I I � I I / / I G� / ' Fw / PQ DING / Fw Fw FW M� i OONCFE >: I 1 o Fw PgPN� PgPNDON / " G / E o F / / °° o � O GB B CB B ED MATCH LINE - FOR CONTINUATION SEE SHEET C11 E-R TD -- p -- -- -- -- -- -- GENERAL NOTES 3 P GR - 1 14 4.P 4D o 2 ° 12 v D D D 49 LF ° b ° D ° p D D D ° F BUILDING LEGEND 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ° ° p NORTH AMERICA DATUM 1983 91 VERTICAL DATUM: NATIONAL MOUNTED ZONE, ( )• ° D ELEQTRI AL P 3 b ° D 4D D D DD ° LIGHT — — — — — — — — SAWCUT / PROJECT LIMITS DATUM VERTICAL GEODETIC A M D 1929 (NGVD29). VERTICAL DATUM I CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 ABANDON UNDERGROUND UTILITY (NAVD88) = NGVD29 + 3.60 FEET. 'D p.. REMOVE UNDERGROUND UTILITY 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR o D D PE��S�R\ ��(�(�� REMOVE ABOVE GROUND UTILITY UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC o D D P 2 SEE MECHANICAL AND ELECTRICAL PLANS I APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED 1 D, I OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC D' .. D D 9 LF p ..p .. " °!L. � D 13 p .o D.. MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. T D 25 ° D. 4 D o o. T°s� ° a sd. REMOVE CONCRETE PAVEMENT PAR D ° ° D p 3. SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND ELECTRICAL D 36 F D D ° p b D ° D o p ° 4 D4 D° D O °D _ _ PLANS FOR ADDITIONAL DEMOLITION AND REMOVAL INFORMATION. Q D D D \ e ° 82 LF ° r D a O o D D D 4 p D o o D D D 13 0 0 ° D ° ��» STOR�L D D p 8 REMOVE ASPHALT PAVEMENT I 1 � DEMOLISH EXISTING STORM VAULT. SEE GEOTECHNICAL REPORT DATED 9 07 2018 AND DETAILS ON SHEET C501-2H 10?53 \ 2 U 8sz o P a ,�,' o D o� pELE�1`RICAL o D D D c COMPRESSED D'. D 15" ST„ORKo D D 10" STORM 1 p p 106 LF p D D 4 D D 5 4 ° D 220 LF D D1. Q CD ° 4p D p .D. . L O 1 p LE 2 ° D \ a D D o 10 p .•D BUILDING D 4 MOUNTED 11l b LIGHT GR 10" WATER 1 D 15" STORM 515 LF LF- " BU LD NG 4-81 D p � D D VAUL �° ° ° � D D .D 4.' D �D D .4 Q D ° D D _ D _ _ ° y� 'Iwo IF �♦ �, �/ •• ,.-ice- � � . -� -Mill• ail► 4 , / .'. • �' .low - K��O 0), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 REMOVAL 1— 800— 424— 5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION J MITIGATION HANGAR C180242 ABAM SPT 10/09/18 E VPAL REMOVAL PACKAGE — UPDATED U/G UTILITY MAPPING — DHA, INC. JGC DAH 04/11/14 F ADDENDA DOCUMENT SET B UPDATE APRON SEAMS — DHA, INC. MJM DAH 08/07/98 G VPAL: REMOVAL DOCUMENT SET ADDENDA II C BRACED FRAME 556768-01 MKA DKB 11/17/08 H VPAL: V2 REMOVAL RFI-0013 D 4-81 WEST TWR — ISSUE FOR CONSTR— RUPERT #12385488 DED REI 04/13/12 1 CAB:IFC SET 3 I • C> PROTECT EXISTING BUILDING MOUNT PIV AND RISER. SEE DETAILS ON SHEETS M501-1A AND M501-1 B. CONSTRUCTION NOTES I ABANDON UNDERGROUND UTILITY 22 REMOVE EXISTING STORM DRAINAGE CATCH BASIN OR MANHOLE D� REMOVE EXISTING BOLLARDS REMOVE EXISTING FIRE HYDRANT REMOVE AND SALVAGE ECOLOGY BLOCK WALL REMOVE EXISTING SURFACE MOUNT UTILITIES 7� PROTECT EXISTING STORM TO REMAIN 8� REMOVE EXISTING STORM DRAINAGE CLEANOUT REMOVE AND SALVAGE EXISTING SIGN 10 REMOVE EXISTING GROUND ROD AND WIRE 11 REMOVE AND SALVAGE EXISTING TEMPORARY STRUCTURE 12 REMOVE AND SALVAGE EXISTING HARDSTAND I 13 DECOMMISSION EXISTING MONITORING WELL IN ACCORDANCE WITH WAC 173-160-460 14 REMOVE EXISTING LUMINAIRE AND JUNCTION BOX 15 REMOVE UNDERGROUND UTILITY 16 PROTECT EXISTING PIV AND ADJUST TO FINISH GRADE 17 PROTECT EXISTING CATCH BASIN AND ADJUST TO FINISH GRADE 18 PROTECT EXISTING CLEANOUT AND ADJUST TO FINISH GRADE 19 PROTECT EXISTING SANITARY SEWER I 20 PROTECT EXISTING VALVE AND ADJUST TO FINISH GRADE 21 PROTECT EXISTING MONITORING WELL 22 PROTECT EXISTING 8" COMPRESSED AIR SUPPLY I 23 PROTECT EXISTING WATER MAIN 24 REMOVE EXISTING CANOPY 25 REMOVE EXISTING STORMWATER VAULT 26 PROTECT EXISTING BOLLARD TO REMAIN KEY PLAN SCALE NONE A B C D E F G H J K L C10 C11 C12 \ o C13 ° C14 - C 16 C17 C18 �l C19 0 C20 C21 C22 C23 \'� %-D S C24 7 i I C25 CIO I i I C26 -i C27 C28 C29 ° ° o c�1� \ 23 00 w B \ a uu \ i C30 Z c0 00 2 8 0° B pED S� vwR i ° / W FL W 6„ 7 —' � 7 � \ 21 O MATCH LINE - FOR CONTINUATION SEE SHEET C13E-R CIVIL PERMIT SET V3 20 0 20 40 DESIGN BY: BERGERABAM DATE 10/22/2018 Scale feet DRAWN DATE BY APPROVED DATE W1608724 TGS ABAM 04/01/13 W1608724 TGS ABAM 04/21/13 W1608724 TGS ABAM 06/20/13 W1608724 TGS ABAM 07/15/13 W1992439 TGS ABAM 04/11/14 P. T WASyl�c��� BOEZAW" Yy I • 11271 o��s`sjoNALR��' R-401415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 01 ACCEPTABILITY10/09/18 THIS DESIGN AND/OR SPECIFICATION IS APPROVED 10 09 18 SUBTITLE PARTIAL SITE REMOVAL PLAN ��..� L�" N C180242 �­`­­ J 10/09/18 CHECKED SPT 10/09/18 SHEET C 12E- C06 ENGINEER BEE 10 09 18 TITLE MITIGATION HANGAR APPROVED BY DEPT. DATE CHECKEDR APPROVED RENTON SITE JOB N0. C180242 COMP NO. APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN—YD-12E—R 75 0 00 0 N C U 0 0 c 0 ca J I I 0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM 0 0B B 0B B 0B B 0B B 0 0B B 0 0B B 0 0B B 0 0B B 0B B �B 3 i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION L MITIGATION HANGAR C180242 K CONCRETE AND ASPHALT REPAIR W4282795 - RENTON AS-BUILTS W5365113-34353 D AS -BUILD REV C E 4-81 WEST TWR - ISSUE FOR CONSTR- RUPERT #12385488 BY ABAM ABAM KPFF J.ANDRE DED an APPROVED DATE SPT 10/09/18 12/01/17 KPFF 01/15/18 JA 02/15/10 REI 04/13/12 MATCH LINE - FOR CONTINUATION SEE SHEET C12E-R SYM REVISION BY APPROVED DATE F VPAL REMOVAL PACKAGE W1608724 TGS ABAM 04/01/13 G ADDENDA DOCUMENT SET W1608724 TGS ABAM 04/21/13 H VPAL: REMOVAL DOCUMENT SET ADDENDA II W1608724 TGS ABAM 06/20/13 1 VPAL: V2 REMOVAL RFI-0013 W1608724 TGS ABAM 07/15/13 J CABJFC SET W1992439 TGS ABAM 04/11/14 P. of WA �f ® D BOE//V� � x 31271 w� ��ssioNaL ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE IAI L SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE CIVIL MASTER PARTIAL SITE REMOVAL PLAN MITIGATION HANGAR RENTON SITE SITE I F_r�_NIFI SAWCUT / PROJECT LIMITS REMOVE CONCRETE PAVEMENT REMOVE ASPHALT PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. CONSTRUCTION NOTES ABANDON UNDERGROUND UTILITY 2� PROTECT EXISTING STORM TO REMAIN 3� REMOVE AND SALVAGE EXISTING SIGN 4� REMOVE EXISTING FIRE HYDRANT PROTECT EXISTING CATCH BASIN AND ADJUST TO FINISH GRADE PROTECT EXISTING WATER MAIN PAVEMENT REMOVAL AS REQUIRED TO INSTALL NEW UTILITIES :� REMOVE EXISTING BOLLARDS C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401416 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 cj%' I � C 180242 J "V'UVL L 10/09/18 C13E-R C07. JOB NO. COMP NO. C180242 RENTON, WA DWG N0. RTN-YD-13E-R O LO O O 00 V_ X u 00 Q J H H MATCH LINE - FOR CONTINUATION SEE SHEET C13E-R T CD 0 W 75 CD co 0 N C U O C 0 c 0 0 ca J i BergerABAM CALL 48 HOURS Nw,00" BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE J MITIGATION HANGAR C180242 ABAM SPT 10/09/18 D REMOVE 4-404 TRLR & UPGRADE PAINT LINES J.ANDRE 04/08/10 1 CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12/01/17 E REPLACE UNDGRND CHILLED WATER LINES TO 4-21 W1716695 ABAM 09/20/13 - INCORPORATE REV I TO DRAWING WS DBS 02/08/18 G PARTS MOVEMENT ROAD - RECORD W1855883 ABAM 04/03/15 B INSTALL V8 FEEDER 351461-001 JA/LK REI 05/15/00 H 737 MAX DUCT BANK - RECORD W1759198 ABAM 04/15/15 C SITE ADA UPGRADES #7301156.00 DLR GROUPI LS 08/30/01 - RENTON AS-BUILTS W5365113-34353 KPFF KPFF 01/15/18 P. of WA �f ""A//V" x 31271 w� ��ssioNaL ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE IAI L SUBTITLE 10/09/18 10 09 18 10/09/18 TITLE CIVIL MASTER PARTIAL SITE REMOVAL PLAN MITIGATION HANGAR RENTON SITE SITE 120 I E-(-"ENIn SAWCUT / PROJECT LIMITS REMOVE CONCRETE PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. CONSTRUCTION NOTES C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 ABANDON UNDERGROUND UTILITY PROTECT EXISTING CATCH BASIN AND ADJUST TO FINISH GRADE PAVEMENT REMOVAL AS REQUIRED TO INSTALL NEW UTILITIES KEY PLAN SCALE : NONE A B C D E F G H J K L R-401417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 cj%' I � I..VLLLIVI IC180242 JIIVIUVL J 10/09/18 SHEET C14E-R C08 JOB N0. COMP NO. C180242 RENTON, WA DWG N0. RTN—YD-14E—R O LO C`7 O O 00 X u 00 Q J T CD 0 W 75 CD co 0 N C U O C 0 1= 0 ca J 192 CA BE 1— SYM U T N P REVISION MITIGATION HANGAR C180242 CONCRETE AND ASPHALT REPAIR W4282795 INCORPORATE REV I TO DRAWING REPLACE UNDGRND CHILLED WATER LINES TO 4-21 W1716695 737 MAX DUCT BANK - RECORD W1759198 BY APPROVED DATE SYM REVISION BY APPROVED DATE ABAM SPT 10/09/18 - AS -BUILT - INCORPORATE REVISION P WS 01/28/15 ABAM 12/01/17 Q PARTS MOVEMENT ROAD - RECORD W1855883 ABAM 04/03/15 WS DBS 02/08/18 R 737 MAX DUCT BANK - RECORD W1759198 ABAM 04/15/15 ABAM 07/30/14 S 737 MAX DUCT BANK - RECORD W1759198 ABAM 10/31/15 ABAM 07/31/14 - RENTON AS-BUILTS W5365113-34353 KPFF KPFF 01/15/18 P. of WA �f ® D ""A //V" �P �1 x 31271 w� ��ssioNaL ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE IAI L SUBTITLE 10/09/18 10 09 18 10/09/18 TITLE CIVIL MASTER PARTIAL SITE REMOVAL PLAN MITIGATION HANGAR RENTON SITE SITE I Fr�_NIFI SAWCUT / PROJECT LIMITS REMOVE CONCRETE PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. CONSTRUCTION NOTES ABANDON UNDERGROUND UTILITY REMOVE EXISTING STORM DRAINAGE CATCH BASIN OR MANHOLE 3� PROTECT EXISTING COMPRESSED AIR 4� PAVEMENT REMOVAL AS REQUIRED TO INSTALL NEW UTILITIES C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401418 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 cj%' I � C 180242 J "V'UVL U 10/09/18 C14F-R C09. JOB NO. COMP NO. C180242 RENTON, WA DWG N0. RTN—YD-14F—R co O Lf-) co O O 00 T X, u I H 00 Q J 3/4 2#8 480V /< I � I �O I 4 I S _3 S .� t -13 z IMH-II c-� RIM 21.88 I FL 15.30 �1 INV N/W 19.38 TAP BOX K19.41 1812A-A VAULT D2 CM, 8.56 TOP 22.26 �•tc.., �E d�s ec`nia / 40B� TOP 1.67I 21.85 CO ASPHALT 596 INV W CAP 20.0 BOT 19. 21.8 INV E 6•• INV N S 18. 21.79 S INV S 18. BOT 5 �Z I -nAm 4F • • GpASP • r� a� e a • . _ , i vvv� • ,.: AAAA ��__ .� _. i0o _ Ma 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, !W \\\\\\\t \\\\\\\\ . N� NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL 1 9 U.tl% DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). mom OF-1-0 VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN 22.60 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS TOP 20 IN �IN • • " ' s, - 1 • - Vl • 5D SD 1 .0 O 6'• CO I ASPHALT rn c� No. 693 CB -I TOP 21.20 6 I OT W g, /CAP 19.5 I ASPHALT No. 692 B-I P 21.73 INV w/CAP 20.4 BOT 19.6 I 6■ I I I PH 4-75 CONC No. -II-48 - - L-Li - - I Cw 3� REMOVE AND SALVAGE WHEEL STOP - 5 EA 7 6 m 1 Oz 4� PROTECT UNDERGROUND POWER CONDUIT. RELOCATE G LTG 5 C) AS REQUIRED 1 Q 73 PVC +80.64 x 3 INV=19.78 EXISTING ABANDONED SANITARY PIPE CO gCO CO COCoO z 2 ■ � � � 6° VC I z EXISTING ABANDONED STORM PIPE. REMOVE AS REQUIRED 2 p CO I O 'o O 7� HYDROBLAST EXISTING PAINT MARKINGS HH N 18.5 CW 1 Q::� INV 18.5�0 685 CD SW 18.E CB -I 60T OP 21.31 22.7 2 I 6» A .� I I 2 I I I z r_- \ Is 2 UG 4-66 CB-695 2 UG SPARE TYPE 650 TOP=2' 72 c� INV=20.72 1 1 � 73 I SDCB 674 ::5= RIM 22.66 2. 1' X 7' INNER DIMENSION ' RIM#77= 22.64 I KEY PLAN 1 #77 8 UN BILE TO OPEN SCALE . NONE 5PV 18" C M P (N) 17 _ 5 LF 4- ®0.05 -o -' 18" (S) 1. E. = 19.7 3 A B C D E F G H J K L ,< I C 10 VAU ` N, 22.75 I C 11 p PTI - \ S1L UP U U C12 I CB-6 6 y C 13 ° 0 TYPE 50 1 I 4 C14J�'JN - TOP=2 .75 - - INV=20. 5 - C 15 7 - y i W o® 1 2 I C16 1 C17 Y 1 SDCB 672 C18 ° RIM = 22.63 ' MF D3 J" 2 2.1' X 1.7' INNER DIMENSION C19)JU L TYPE 1 - #77431 0 :j 18" 3 (N 1. E. 19. 3 I C20 EE 8" C (S) 1. E. 19. J 9 I C21 C22 1 C23 0 �� - - RIM 21.21 BOT 16.7' :77' C24 INV W 18.20 <:':: 1 C25 0 0 No. 691 CO INV S 18.20 1931 TYPEI C26 CB -I 32 TOP= 16 ` TOP 21.8 ` INV N 18.3 CL N 684 IAC27 2 6` I SEC84 LA INV E 18.3 = CB-1 BOT 17.3 S' s S C28 TOP 1.46 B ��nn ° GQ�G 82 ��� 1905 INV 18.1 59 LF 40 00. i-ii RIM 622.71 C29 FH45 's 22.02 INV N 18.2 6» A 7 2 1. 7' 1 MENSION I C30 No_� 6892A96 BOT 1 .0 Q TYPE 1 - 82 I ' C0 293 CB II-48 �, N Z CIA 18 2 E. 19.56 R-401419 .38 TOP 20.30 'OE`,o "° 1 S x 1 2 ( S) 1. 19.53 INV S 17.48 INV W 17.50 00 .51 BOT 15.30 14.80 ASPHALT � L - L 1 _ i IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4), Berg erABAM MATCH LINE FOR CONTINUATION SEE SHEET C18E CIVIL PERMIT SET DEVELOPMENTENGINEERING CALL 48 HOURS " � /3 20 0 20 40 Ann Fowler 12/14/2018 ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 V 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 (206) 431-2300 Fax: (206) 431-2250 scale feet SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ACCEPTABILITY CHECKED HL 10/09/18 PARTIAL SITE REMOVAL PLAN C180242 M 10/09/18 M MITIGATION HANGAR C180242 ABAM SPT 10/09/18 F D-35 ENTRANCE J#140882 REI DED 12/12/07 T� SPT 10/09/18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED L 737 MAX DUCT BANK - RECORD W1759198 ABAM 10/31/15 G DRAWING OF RECORD J#140882 REI DED 12/12/07 ® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10 09 18 TITLE MITIGATION HANGAR CHECKED C 17E-R C10 B PARKING LOT 15 REI DED 03/12/04 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 ,^�A'TOA' ^IT��31z71 ti° �q, APPROVED K Iv I Iv JI JOB NO. MP N E LOT RECONFIGURATION J#031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14 SSI�isTCR�G C180242 ONAL 6 D DRAWING OF RECORD J#031098 REI DED 11/04/04 K I PED PATHS & PARKING - RECORD W2651523 ABAM 05/01/15 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-17E-R No. 6B83 CI INV 5 19.' TOP 20.26 0 N C U 0 0 1= 0 ca J CAL BEF 1—E SYM M L B E D REVISION MITIGATION HANGAR 737 MAX DUCT BANK - RECORD PARKING LOT 15 LOT RECONFIGURATION DRAWING OF RECORD BY APPROVED DATE SYM REVISION BY APPROVED DATE C180242 ABAM SPT 10/09/18 F D-35 ENTRANCE J#140882 REI DED 12/12/07 W1759198 ABAM 10/31/15 G DRAWING OF RECORD J#140882 REI DED 12/12/07 REI DED 03/12/04 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 J#031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14 J#031098 REI DED 11/04/04 K PED PATHS & PARKING - RECORD W2651523 ABAM 05/01/15 P. of wesh, �f x 31271 w� ��ssioNaL ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE IAI L SUBTITLE 10/09/18 10 09 18 10/09/18 TITLE CIVIL MASTER PARTIAL SITE REMOVAL PLAN r•III[eL1IN10noI_1I[eL1Gi RENTON SITE SITE LEGEND - — — — — — — - SAWCUT / PROJECT LIMITS /I REMOVE ASPHALT PAVEMENT -7/7— I HYDROBLAST EXISTING PAINT MARKS GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. EXISTING UNDERGROUND UTILITY INFORMATION AND TOPOGRAPHIC DATA SHOWN ON PLAN ARE COMPILED FROM SITE SURVEY AND AVAILABLE AS -BUILT INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING ALL UTILITIES AND CONNECTION POINTS BEFORE COMMENCING WORK. 1> PAVEMENT REMOVAL LIMIT. SEE SHEETS C501-6E THROUGH C501-6G FOR DETAILS. CONSTRUCTION NOTES PROTECT EXISTING STORM TO REMAIN PAVEMENT REMOVAL AS REQUIRED TO CONSTRUCT NEW BIORETENTION CELLS 3� REMOVE AND SALVAGE WHEEL STOP - 2 EA 4� HYDROBLAST EXISTING PAINT MARKINGS 5� PROTECT EXISTING UNDERGROUND CONDUIT C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401420 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 cj%' I � C 180242 J "V'UVL M 10/09/18 C17F-R C11 JOB NO. COMP NO. C180242 RENTON, WAI DWG N0. RTN—YD-17F—R co O cco O CD 00 T X, u 0 H 00 T Q J MATCH LINE - FOR CONTINUATION SEE SHEET C17E � No. 682 � - - - - - \ J- - - 22.88 - - - - - CB-II-48 �� S,GMQ 4 \ 2 2 LEGEND �-. TOP 20.44 1 \ � � A 8NV S/ o. 8 N- - - 69 No. 6 E 17.\ _ - - - - - - - - - - - SAWCUT /PROJECT LIMITS TOP 20.30 \ No. 6906 CB 692 cA INV W 17.50 O21.40 TOP T 15.9 CB-II-48 \ OP650 - E 22.88 - - - I o 4- INV S 14.80/107 4_ \ INV N 17.90 INV=20.88 1 1 REMOVE ASPHALT PAVEMENT 4 o �= cn CONC I NV S 17.85 ,, No. 689B o. 681 BOT 16.15 �_ o N CB -I CB -I P LOT 7 LANDING z TOP 18.20 "07-34" DCB 670 INV N 15.80 TOP 20.81 0 � � � 07-53 RIM = 22.65 �% -' :: f HYDROBLAST EXISTING PAINT MARKS INV W 15.80 INV E 18.4 � ASPHALT � TOP 22.67 3 2.1 X 1.7 INNER DIME CONIC STAIRS INV E 15.50 No. 689C PUMP STATION N INV S 18.1 \ : �'��•:•.�: �` � INV N 19.4 TYPE 1 - #77333 - I INV W 18.0 \ INV E 19.4 18" CMP (N) I.E. - 19 TOP 18.21 � ' ���� BOT 18.5 w w INV N 18.0 �- 6'--J'� INV N 14.20 w c> 18" CMP (SE) I.E. = 1 CB -I J' INV W 15.40 cn v BOT 16.9 \ 8" PVC W I.E. = 20. .. TOP 18.09 �� v _ 61 LF 4" PV ® 0.05 ( ) INV W 15.09 INV S 15.10 \ c-o 1 - - - - GENERAL NOTES INV N 14.99 / \ ;:.:: 22.85 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM INV E 14.87- 0� $'�$ - f NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL BOT 14.69 STS ��w' �� x S �Q 0 LF 8" V DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). ��G o 8 DI 8 �1 G �,, CB-690 R 35 C� 2 VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN ti� \ TYPE 650 VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. i �-� \ x / METAL STAIRS TOP=22.85/ SO \ ;:. INV=20.85 1 CW 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS I� 4„ W OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR o ` No. 690A \ : SDC13 669 �UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR LOADING \\ `''= , S� GQF'QCB-OP IIS E8 NOTES \ ::' RIM = 23.5c,o ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY ELEVATOR \ V1INV N ENO 5 48 IA ST CTURE S N . 669 PAINTED OR COATED TO PREVENT EXPOSURE OF THE O ` T \ TYPE 2 - # 7308 C -I-2" .5 GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR \ o Ln INV E 17.90 5 INV W 17.90 18" C P (N I.E. = 7 07-52 TOP 23.8 COMPLETION OF CONSTRUCTION. x \ :•: � � 18" C P (SE) I.E. _ 7 INV NW 20.5 Z \ N ( WALL INV SE 20.4 3. EXISTING UNDERGROUND UTILITY INFORMATION AND TOPOGRAPHIC �S \� 1 BOT 19.7 DATA SHOWN ON PLAN ARE COMPILED FROM SITE SURVEY AND No. 680 AVAILABLE AS -BUILT INFORMATION. THE CONTRACTOR SHALL BE CB -I ASPHALT 0 59-B n S RESPONSIBLE FOR FIELD VERIFYING ALL UTILITIES AND � l TOP 21.95 NEW TYPE I CONNECTION POINTS BEFORE COMMENCING WORK. � C � INV N 17.80 J \ 2" UG 4-66 - 21 FI L I INV S 17.70 �q� \ 2" UG SPARE I V. 2 A No. 6488 1 INV E 17.80 CB II PAVEMENT REMOVAL LIMIT. SEE SHEETS C501-6E THROUGH BOT 16.70 \\� W- F V T 07- 1 C501-6F FOR DETAILS. o B I \ P C ST. 0 5� ' W NW 20.45 VAULT Al , s A CH 22 INV S No. 679 EMH F M E TA CONSTRUCTION NOTES 13.8KV ��� ,� '� ` � 667 BOT 16.70 00 RIM 23.20 ` 1 I No. 657 \ c ` REMOVE AIR VAULT -48 / TOP 2 2.9 3 3.8KV 6� _ ., . -o` No. 661 � PROTECT EXISTING STORM TO REMAIN ASPHALT INV N 17.60 O :i: 54 DI #?..+..? .'':•'.::'::.: NOTE 1 P 23.27 2 INV S 17.60 �.� ° :" ' o PAVEMENT REMOVAL AS REQUIRED TO CONSTRUCT NEW ::ENS 1? °r' :0' ::: ; :; :` �s INV S 17.2 BOLLARDS 4 INV E 21.3 U BIORETENTION CELLS T. () BOT 16.60 �r'. I 9. Q WL 19.1 ��INV W .4 •� o S 20 1� 1 V 13 .8 8 V BOT 15.5 FH35 BOT 20.4 ... . . ....... . ..., ... � :... ,... ,...... .., ....: . , ....., :... � w HYDROBLAST EXISTING PAINT MARKINGS 0 P 3 ..s FH L C w g O i Z O _ 0 0 PIV �4. C/) 4 PROTECT EXISTING DOMESTIC WATER MAIN » 1� 'C W 41 FW FIN SEC39A �H O 1 / .,i 1 No. b� SEC38A » - 6GN ': s a s _ :; _ w 5 PROTECT EXISTING FIRE PROTECTION MAIN - 4' CW - - - 8 CW 8 FW 4» W r, fW i r r• l ° 1-W11 ;: y TOP 23 48 / E : W 480V PWR - - CW -4 �' r , z . l r '" i 1 _ ;, A A - - - -A - - - 480V PWR - 9 l �� CW _ - - 480V PWR l - 1' t�1,480V PWR 6 A ,v c,, rn A a A 1 SEC39 INV N 7 3 z IV ----- o r 6 A B 154 O J• a f. + UGT + UGT - J Lo UGT � � `- •..�, �`:: o 0 1. Ti3Fr :3: 0 0 0 - C 2 . .. PAR .... 4 66 Q o ( 3 2 UG S E � ��� ' ��� x• '.: . 18 RC '> � RE z STS STS 1 - x is S 8 X rn- STS TS x � T S 71 z ...... .......... ......... .......... .......... :'' �. u '} 0 .... ti. U ICI _ N CB , I •'4 0 0 0 U- X TOP U 24.60 0 o 0 - 0 © D' 0 0 o o 0 0 .o ® INV E21.40 <v C)No. 54 INV W 21.40 ; INV S, 0 40 / No 662 ROWS- 10 No. 65 BOT 207.90 �\\ Fl�� 1 .35 / / TOP SDMH 3 64 OP 24 20 RSR W N. 653 T P 24. 0 ; 1, C 6#6, GND NV E 21.8 w INV N 17.3 DI INV N 20.8 I V E 1 .25 TOP 24.24 INV 6" E 20.9 ; / a FL 19.9 z INV w 17.65 3"DRAIN BOT 13.9 FL 17.80 BOT 22.38 _ r r � r r KEY PLAN NO 706C CB-1 -TEL. VAULT RIM=23.20 INV=18.00 III'ill'ill�� 664 U x. ' cr_ SCALE NONE 1-2x2 " PVC 3#6, #6GND N 23.65 19.88 A B C D E F G H J K L r " 19.98 19.93 C10 UP, 19.93 � C11 r C12 \ o C13 ° NO 708E ,r N C15 CB 1 r 1 .8KV C16 W RIM= 80 INV=18.0 r r 13.8 K V C 17 Y r � rr o_ p C18 r � No. C19 O r DI O 1" PVC 3#6, #6GND TOP 23.41 C20 INV E 20.EC21 BOI 20.8 C22 o 010 C24 r r C25 �rr C26 r rr 1' PVC #6, # GND C27 r C28 , r � i C29 r r C30 I r � r R-401421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerAI3AM CIVIL PERMIT SET DEVELOPMENT ENGINEERING CALL 48 HOURS "� V3 20 0 20 40 Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 BERGERABAM DATE 10/22/2018 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: scale feet (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED HL 10/09/18 PARTIAL SITE REMOVAL PLAN C180242 N 10/09/18 N MITIGATION HANGAR C180242 ABAM SPT 10/09/18 J AS -BUILT 4-75 LOADING DOCK MODIFICATIONS 1068510 MJS - 10/27/10 T� SPT 10/09/18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED INCORPORATE JOB W2492141 WS - 04/26/18 K FIRE MAIN REPLACEMENT 11523990 MKA M.J. JONES 06/29/11 ff"A,��® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10/09/18 TITLE MITIGATION HANGAR CHECKED C 18E-R C12 F ISSUE FOR CONSTRUCTION J#030198 REI DED 06/04/04 L DRAWING OF RECORD 11523990 M.K.A. M.J. JONES 4/00/12 RENTON A ' TO A ' SITE T� � 31271 ° APPROVED K Iv I Iv J I JOB NO. COMP NO. G DRAWING OF RECORD J#140882 REI DED 12/12/07 M REPLACE FIRE MAIN AND HYDRANT W2544587 KARALUS GAK 05/08/14 Ssi STFR�G C 180242 ONAL 6 APPROVED DWG No. H INSTALL 3 BENCHES 10571988 PJG - 05/04/10 - RENTON ASBUILTS W5365113-34353 KPFF KPFF 01/15/18 CIVIL MASTER SITE RENTON, WA RTN-YD-18E-R MATCH LINE - FOR CONTINUATION SEE SHEET C17F -- - -- T,- -- - -- -- -- --T -- - - 1 1� N z 1 N �I�I I . 1......1......�... M 8"C LEGEND - _ I . 1......1......1... } C.Ic� - CMETRO1 .:1.:. 1. .1. a- I ----- 1 ...........�1.'... ° _� SAWCUT / PROJECT LIMITS / I N N i ! MH RO-.2•I...I ... I'.'.' - i N CD RIM- 2 70 - PR.D 1. o I I' F1, 3,9. P.1)... 1 . . . .f ° m I REMOVE ASPHALT PAVEMENT / Z - I I......I......I.. f.o. a- o I - o I I......1......1... x VL zo _ T I I Z , :.....I ......I ...I ...I ..Z l.� 2 6. 5 No. Z I X X 7T Vz!/ S ON PARMNG /LI M, Q - N I z �, 'I I I I o I- CB -I m I �� HYDROBLAST EXISTING PAINT MARKS w o' % C 01-67 5.7 33.5 I-----� I...... I.. f TOP 25.22 v 35 1 w 1... 1... �1.. o .I . O INV E 23.32 .I ............I ... ° BOT 20.3 ] 1 2 / l i l N �i I...... ....I.. I " I...... I...... I.. ..f... 2 5. UP I A 2 1/2 Q / II ABANDON ED I II T GENERAL NOTES / I= 1...1..!..1.. R25.00' I N . I. . I. . :ram:.:.. ......l i... l .. ° 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, / 3 /, I R ....I........ . �...... l �N I ° CS I NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL 7 �...1......1......1.. �... 2. / o N i N I PILE DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). c� I I...... I. . . . . 1 I TMH VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN III = - i I ... • . I• .....l... I RIM 6 3 VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. - » \ I - 11z I .... !. I. 6 CW 8»C 3 8.8 No. 41 cv=-� = w I" I I ' I 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS 1 / 6"C / o. C - ^ cv 04 z I� I...... {............ f .. STS I OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR 12 F / N c�' DI TOP 5.80 J .1......1...1.........1.. X / = a UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR TOP 25.5 cvz I.'.'.'.'.'..'.' C INV SW 2 .9 T - I l......f......l I �' 26.5 I o ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY / WV INV N 24. BOT 2 .60 - I ! .. �.. I .. _ MH 9�y� I D 2 6 . PAINTED OR COATED TO PREVENT EXPOSURE OF THE / 4 Rz5•oo' 4 �_ I' '.'.'.'.'I...' I' _ I'.' Q. �p I GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR / _ _ `v N- : I.:.. MH B1 COMPLETION OF CONSTRUCTION. I...... I... ...I... ...1.. 13.8K`V 13.8KV �lyy G'0 Fp RI No. 360 / � 13.8KV MH B 13.8KVDI 037-1 DI ............. 1 cti „.... .. - - - - - - _ - - T SEE SHEETS C501 6E THROUGH - UGT' - - 9 k_ "01 69" I 1 PAVEMENT REMOVAL LIMI . - -- UGT -- -- - ---UGT - N 183 71.441 I I I --- - -UGT----- PllTMH MH - / �''� �'O X 26.4t TOP 26.2� I C501-6F FOR DETAILS. -----UGT------ gK C,y p,L E 130 970.293 INV N 24.2 INV N 24.10 _ - I _ - _ _ - - - - - v - o a UtMH R 27.1 V ems, pE = 6.83 POT 24.2 BOT 24.10 TMH - - - - LTA- - Q� 1 .....1... 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A {......I. 1..... 1 .. �' PROTECT EXISTING FIRE PROTECTION MAIN 0 I 18 CMP (NW) I.E. = 17.40 BOT 20.9� 6 ° 3 X 1............1...:.1:.:.:1:.:.:.:..:1 .. If> U 18 CMP (S) I.E. = 19.20 5 3 .. .... o 1 IQ Aj O 13 KV MH A I I �� N .{... Iw .. ILLJ (� .: ,�8sk FW A { ..TRE CH ALN I .. Q •6 1 SALA GROUNDCO ER, P. ° o...l...... 30.. w :� .f .. l I FRAG RIA G UNDC VER, 6 M '. P ° w r s I I ��....I......L...{ I..... { IR IGATI N MAI LINE, TYP. „ 540 S. ......... L ............. 8 I5 15 z 6 I { ......{...... { ..... II { 36 IG 15 CD G RE TOP 26.3 �` i= /C.V I I H S I BOT 25.2 . . I { I. . . . CB-TYPE1 _ Q - cv , .... :NV 15 H S GO OVER 115L D.LP. © 0.3% o - - - - I ..... I ..... { .. lC I P 9p 0. RIM=27.80 .... INV=26.35 7 30 CVD z NO 30� BATTER ❑ ' �,� �.:.:....j ...1. j .. l .. 8 9 CV CB-TY 1CD C-4HOUS - { .. o R, _2 cn KINNIKINNICK GROU DCOVER IN ISLANDS, TYP. O I I 2 .7 m .I.. I.' 1. I NO 3 71A 6 INV 2 E) O V CD O I1 x I. .f. 4 RIM 2y,82 - BBWGIs I.� I 1. 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BergerABAM CALL 48 HOURS �� B O 0 R E YOU DIG 33301 9th Avenue South, Suite 300 1-�00-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 M sQ REVISION APPROVED DATE sM APPROVED MITIGATION HANGAR C180242 ABAM SPT 10/09/18 L UPGRADE 20 SCALE SITE PLANS (DHA 09-1737) 9488981 AAC DAHD 04/30/10 F PARKING LOT 15 REI DED 03/12/04 M RECORD DRAWING PARKING LOT 20 RFI 14 J#120147 DED REI 05/08/13 H DRAWING OF RECORD J#030198 REI DED 11/04/04 N PED PATHS & PARKING -RECORD W1759198 ABAM 05/01/15 J RECORD DRAWING - 10-80/-90 DEMO HGI/ROG DAH 07/20/07 P 737 MAX DUCT BANK - RECORD W1759198 ABAM 10/31/15 K RECORD DRAWING - REMOVE DOMESTIC & FP WATER HGI I - 12/15/08 E PARKING LOT 15,16, & 17 J#130306 REI DED 09/30/03 20 0 20 40 N scale feet IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVILPERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 P. T ACCEPTABILITY THIS DESIGN AND/OR:1 DRAWN DATE 10 09 18 SUBTITLE PARTIAL SITE REMOVAL PLAN CURRENT REVISION C180242 SYMBOL Q DATE 10/09/18 CHL HECKED WAsh,���� SPECIFICATION IS APPROVED ESHI NGINEER 10 09 18 TITLE SHEET APPROVED BY DEPT. DATE BEE 10 09 18 MITIGATION HANGAR Cj 18F-R 1 CHECKED C 3- 0 � 3STV, ww R E N TO N SITE JOB NO. COMP NO. ��ss�oNaL APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA Dwc No. RTN-YD-18F-R ai i7 75 N 00 0 N C U 0 O c O ca J CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG I MITIGATION HANGAR 4), Ber erABAM � 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION LE BY C180242 1 ABAM APPROVED I DATE SPT 10/09/18 SYM 111A96011 UI,LMG\ 4,78 BY I APPROVED I DATE P. of WA �f ® D ""AOL//V" �P �1 x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. I DATE BEE LEGEND ®N ®E PROJECT LIMITS SHORELINE NEW CATCH BASIN INLET PROTECTION EXISTING CATCH BASIN INLET PROTECTION CONSTRUCTION ENTRANCE WHEEL WASH OR RUMBLE STRIP GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PROTECT AND RETAIN ALL EXISTING UTILITIES AND SITE FEATURES TO REMAIN, SEE SITE REMOVAL PLANS. 4. PROVIDE CATCH BASIN INLET PROTECTION TO ALL CATCH BASINS THAT HAVE POTENTIAL TO RECEIVE SEDIMENT LADEN RUN-OFF DURING CONSTRUCTION. 5. EROSION AND SEDIMENTATION CONTROL FOR IN -WATER WORK SHALL BE AS DESCRIBED IN APPROVED PERMIT DOCUMENTS. TEMPORARY STORMWATER BYPASS WILL BE REQUIRED FOR STORMWATER RUN-OFF CONVEYED THROUGH THE SITE BASED ON THE CONTRACTOR'S CONSTRUCTION PHASING PLAN AND SHALL BE APPROVED BY BOEING. 6. CONTRACTOR SHALL DETERMINE APPROPRIATE SAMPLING POINTS FOR CONSTRUCTION STORMWATER PRIOR TO DISCHARGING IT TO THE EXISTING ONSITE CONVEYANCE SYSTEM OR VIA TEMPORARY OUTFALLS TO LAKE WASHINGTON BASED ON THE CONTRACTORS PHASING PLAN. SAMPLING AND DISCHARGE LOCATIONS SHALL BE COORDINATED WITH BOEING EHS REPRESENTATIVE. U 7. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AT AREAS OF THE SITE WHICH w DO NOT HAVE EITHER TEMPORARY OR PERMANENT SURFACING BASED ON THE w CONTRACTOR'S CONSTRUCTION PHASING PLAN TO PREVENT VEHICULAR ACCESS. Cn 8. CONTRACTOR SHALL DETERMINE IF INTERCEPTOR SWALES AND SUMPS ARE REQUIRED w TO ACCOMMODATE FIELD CONDITIONS. SEE DETAIL 3 ON SHEET C501-2D. w Cn 9. CONTRACTOR SHALL CONTROL ANY DUST GENERATED BY EQUIPMENT, CONSTRUCTION, z OR REMOVAL. O 10. EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE PER THE MOST Q CURRENT COPY OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER z MANAGEMENT MANUAL FOR WESTERN WASHINGTON. z 11. CONSTRUCTION OF THE MITIGATION HANGAR MAY OCCUR CONCURRENTLY WITH 0 CONSTRUCTION ACTIVITIES PLANNED AS A PART OF APRON R - AREA 3, U CONSTRUCTED UNDER SEPARATE PERMIT. SEE APRON R PLANS FOR CONTINUATION. iz CD 12. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR TO INSPECTION. SEE GENERAL NOTES ON SHEET C501-1A AND w C501-1 B. z 13. SEE SHEET C501-2D DETAIL 1 AND 2 FOR INLET PROTECTION. SEE DETAIL 5 FOR = SLOT DRAIN PROTECTION. U � CONSTRUCTION NOTES PROVIDE CATCH BASIN INLET PROTECTION AT ALL EXISTING AND NEWLY INSTALLED DRAINAGE COLLECTION STRUCTURES. SEE NOTE 13. :� PROVIDE INLET PROTECTION AT SLOT DRAIN. SEE NOTE 13. :� PROVIDE WHEEL WASH R� PROTECT NEWLY INSTALLED WATER QUALITY FACILITIES 5� DRAINAGE STRUCTURES KEY PLAN WITH SOLID LIDS SCALE : NONE A B C D E F G H J K L C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 0 40 scale feet ATE SUBTITLE 10/09/18 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN 10/09/18 10/09/18 TITLE MITIGATION HANGAR RENTON SITE R-401423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 SURFACE WATER UTILITY rstraka 12/14/2018 ' ZENT REVISION SYMBOL DATE C180242 0 R G 10/09/18 C501-2A C14. JOB NO. COMP NO. C180242 RENTON, WA DWG N0. RTN—YD—0501-2A Cfl O LO O 0000 V_ X u I H 00 Q J CIVIL MASTER SITE ii i7 75 N CO 0 N C U O C 0 c 0 c� U) m J STS I I I I _I I I I I I I I I I I STS I E E is— -OTS STS L__ I � Q S O 19 17 I STS � STS 79 V) STS S U �` E % < �\ / zl z � � z O \ / U r'r,I O w. w z STS STS IJ Tr STS - 110) 0 S SI/S — — — 19 OE STS ❑ S\S E STS E STS STS STS E I ❑ E H1111111111111 E 0 E E STS STS E E STS STS STS U � \ ❑ OCn U Z o� E MAINTENANCE CD BUILDING STS STS — STS STS STS xE rftE 00 0 STS - - STS E t- STS E STS STS STS a — LEGEND - — — — — — — - PROJECT LIMITS CONSTRUCTION ENTRANCE WHEEL WASH OR RUMBLE SHORELINE STRIP ®N NEW CATCH BASIN INLET PROTECTION ®E EXISTING CATCH BASIN INLET PROTECTION GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PROTECT AND RETAIN ALL EXISTING UTILITIES AND SITE FEATURES TO REMAIN, SEE SITE REMOVAL PLANS. 4. PROVIDE CATCH BASIN INLET PROTECTION TO ALL CATCH BASINS THAT HAVE POTENTIAL TO RECEIVE SEDIMENT LADEN RUN-OFF DURING CONSTRUCTION. 5. EROSION AND SEDIMENTATION CONTROL FOR IN -WATER WORK SHALL BE AS DESCRIBED IN APPROVED PERMIT DOCUMENTS. TEMPORARY STORMWATER BYPASS WILL BE REQUIRED FOR STORMWATER RUN-OFF CONVEYED THROUGH THE SITE BASED ON THE CONTRACTOR'S CONSTRUCTION PHASING PLAN AND SHALL BE APPROVED BY BOEING. 6. CONTRACTOR SHALL DETERMINE APPROPRIATE SAMPLING POINTS FOR CONSTRUCTION STORMWATER PRIOR TO DISCHARGING IT TO THE EXISTING ONSITE CONVEYANCE SYSTEM OR VIA TEMPORARY OUTFALLS TO LAKE WASHINGTON BASED ON THE CONTRACTORS PHASING PLAN. SAMPLING AND DISCHARGE LOCATIONS SHALL BE COORDINATED WITH BOEING EHS REPRESENTATIVE. 7. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AT AREAS OF THE SITE WHICH DO NOT HAVE EITHER TEMPORARY OR PERMANENT SURFACING BASED ON THE CONTRACTOR'S CONSTRUCTION PHASING PLAN TO PREVENT VEHICULAR ACCESS. 8. CONTRACTOR SHALL DETERMINE IF INTERCEPTOR SWALES AND SUMPS ARE REQUIRED TO ACCOMMODATE FIELD CONDITIONS. SEE DETAIL 3 ON SHEET C501-21D. 9. CONTRACTOR SHALL CONTROL ANY DUST GENERATED BY EQUIPMENT, CONSTRUCTION, OR REMOVAL. 10. EROSIONAL CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE PER THE MOST CURRENT COPY OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. 11. CONSTRUCTION OF THE MITIGATION HANGAR MAY OCCUR CONCURRENTLY WITH CONSTRUCTION ACTIVITIES PLANNED AS A PART OF APRON R - AREA 3, CONSTRUCTED UNDER SEPARATE PERMIT. SEE APRON R PLANS FOR CONTINUATION. 12. SEE SHEET C501-2D DETAIL 1 AND 2 FOR INLET PROTECTION. SEE DETAIL 5 FOR SLOT DRAIN PROTECTION. CONSTRUCTION NOTES PROVIDE CATCH BASIN INLET PROTECTION AT ALL EXISTING AND NEWLY INSTALLED DRAINAGE COLLECTION STRUCTURES. SEE NOTE 12. 2� PROVIDE INLET PROTECTION AT SLOT DRAIN. SEE NOTE 12. 3� PROVIDE WHEEL WASH C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401424 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING CALL 48 HOURS �� V3 20 0 20 40 � Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet Frstraka URFACE 12/14 201UTI8Y (206) 431-2300 Fax:(206) 431-2250 12/14/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 10 09 18 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C180242 0 R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 T� SPT 10/09/18 SHEET WAsh��� G SPECIFICATION IS APPROVED ENGINEER TITLE MITIGATION HANGAR C501-2B C15 APPROVED BY DEPT. DATE BEE 10 09 18 CHECKED RENTON SITE "o R 31271 o ww JOB NO. COMP NO. ��ss�oNaL �APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG No. RTN—YD—0501-2B 2) I ' i Q. dWO�i� LA ^� O 0 co r) SAN 0n Nd8b s CIV � s MBZI 003 OONy n b el Mj w�. L 190 1 304 0-01 I'mm-m-1-mmom MO 2. J .. QO N- I U / N v 3 � 2 3 IV CN 2 cc (53 �K COS to 2 I / / zpo 4Lj/ J rn / / Z / / C/, / N = coo N / / �,� / / W `r' 2 a li N / d v m 1 of n O• /^, / m /� J l if) Z l ill Q O^' / 3 f-) tj rcD �� / Off, lv U E / J `�/ �Nti Via'a�GoIcp wa / 2 / CNN We 3 C/ u, N 3 E Z 0 1 � 1 d / 1 I E \ / <r � o m o W0«8� C; 1 u7 11 E U�NO SANz / �► z 1 „ a NNE Z ^ � � �o � CID /lb dW 0« 8 L C/y / '\ \ ? m zz CMp o 00 rySITS 1 1 co x x �o x x x� N—x 00 SKNE RO&D COV RED WA KWAY I L W W� CO N. i I • a a 0)� W� eH d- c0 N / cpcN� h ��^h �� �� �I (�p N N CO C o� /`j c� zf) W li'N W (j `o W Qit �Go00 LAW Qz �.� mr®i®. o � +l 11 ::_`: • ..:-...:.:.:.. COVERS WALKWAY :: C. D:... Z 0) /� Z b o r LEGEND - — — — — — — - PROJECT LIMITS CONSTRUCTION ENTRANCE o / Q- WHEEL WASH OR RUMBLE SHORELINE STRIP o N U ® NEW CATCH BASIN M; Q Q INLET PROTECTION � � � a � I ® EXISTING CATCH BASIN INLET PROTECTION z c, GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN ,0/ VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED \ / J SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE \ O / ``� / PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC / MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PROTECT AND RETAIN ALL EXISTING UTILITIES AND SITE FEATURES TO REMAIN, SEE SITE m �_/ bREMOVAL PLANS. U \/ 4. PROVIDE CATCH BASIN INLET PROTECTION TO ALL CATCH BASINS THAT HAVE POTENTIAL 0 TO RECEIVE SEDIMENT LADEN RUN-OFF DURING CONSTRUCTION. / 5. CONTRACTOR SHALL DETERMINE APPROPRIATE SAMPLING POINTS FOR CONSTRUCTION / STORMWATER PRIOR TO DISCHARGING IT TO THE EXISTING ONSITE CONVEYANCE SYSTEM BASED ON THE CONTRACTORS PHASING PLAN. SAMPLING AND DISCHARGE LOCATIONS SHALL BE COORDINATED WITH BOEING EHS REPRESENTATIVE. «l / 6. CONTRACTOR SHALL PROVIDE CONSTRUCTION FENCING AT AREAS OF THE SITE WHICH DO NOT HAVE EITHER TEMPORARY OR PERMANENT SURFACING BASED ON THE CONTRACTOR'S CONSTRUCTION PHASING PLAN TO PREVENT VEHICULAR ACCESS. 7. CONTRACTOR SHALL CONTROL ANY DUST GENERATED BY EQUIPMENT, CONSTRUCTION, OR REMOVAL. \ N U / w 8. EROSION CONTROL MEASURES SHOWN ON THIS PLAN SHALL BE PER THE MOST N". LLJ 1 % CURRENT COPY OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON. 9. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE I / �.I Cn UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS / I 0 z OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-1 B. o / o 10. CONSTRUCTION OF BIORENTION CELLS SHALL BE PHASED SUCH THAT NO MORE THAN o Q 3 INDIVIDUAL CELL LOCATIONS ARE DISTURBED AND A MAXIMUM OF 25 PARKING / � z STALLS ARE IMPACTED BY CONSTRUCTION ACTIVITIES UNLESS OTHERWISE DIRECTED BY THE ENGINEER. ^ 0 11. SEE SHEET C501-2D DETAIL 1 AND 2 FOR INLET PROTECTION. SEE DETAIL 5 FOR �-� U SLOT DRAIN PROTECTION. 0 CONSTRUCTION NOTES Nd o a w/� w ',;''`c ''' `'';.-;''� PROVIDE CATCH BASIN INLET PROTECTION AT ALL EXISTING AND NEWLY INSTALLED za z Z o DRAINAGE COLLECTION STRUCTURES. SEE NOTE 11. I 2� PROTECT NEWLY INSTALLED WATER QUALITY FACILITIES. �S S(�` PROVIDE INLET PROTECTION WITH BERM OR WATTLE TO PREVENT STORM WATER \ FROM ENTERING BIORENTION CELLS UNTIL PLANTING IS COMPLETE AND ALL co I-0 MULCH AND STREAMBED COBBLES HAVE BEEN PLACED /\� /Q KEY PLAN /60 SCALE NONE �� A B C D E F G H J K L Z 3m z� ` m I C 10 Mi 1 � z C11 C 12 o C13 0 tl _� , QYr�Q, >i • • ®�` ClL rv�� • a� % ♦ 1 C24- � e�c i • 1 R-401425 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i Berg erAl AM CIVIL PERMIT SET DEVELOPMENT ENGINEERING , CALL 48 HOURS �� � /3 20 0 20 40 � Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 V 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet Frstraka URFAC12/14 2018UTILITY(206) 431-2300 Fax:(206) 431-2250 12/14/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 10 09 18 TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C180242 0 R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 T� SPT 10/09/18 SHEET �F WAsh�o SPECIFICATION IS APPROVED ENGINEER TITLE MITIGATION HANGAR C501-2C C16 APPROVED BY DEPT. DATE BEE 10 09 18 CHECKED RENTON SITE �o R 3A o ww JOB NO. COMP N0. ���SIDNAL ��0 APPROVED C 1 80242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN—YD—0501-2C T W 75 a_ C.0 00 0 N C U 0 O c O a� M W m J CB INSERT, SEE NOTE 1 ADAPTER SKIRT — CB DRAINAGE GRATE (RECTANGLE GRATE SHOWN) GRI SEDIME DEBRIS FIL SEDIMENT ACCUMULATION nn A IAIAnr nn Arr 1�0 RETRIEVAL STRAP SYSTEM, TYP GEOTEXTILE FABRIC OVERFLOW (TO BYPASS PEAK FLOWS) BELOW INLET GRATE DEVICE r T I A I CB INLET PROTECTION NOTES: 1. FILTERS SHALL BE REMOVED AND CLEANED OR REPLACED AFTER EACH STORM EVENT. 2. INSTALLATION: REMOVE THE GRATE FROM CATCH BASIN. IF USING OPTIONAL OIL ABSORBENTS, PLACE ABSORBENT PILLOW IN UNIT. STAND THE GRATE ON END. MOVE THE TOP LIFTING STRAPS OUT OF THE WAY AND PLACE THE GRATE INTO THE DANDY BAG II SO THAT THE GRATE IS BELOW THE TOP STRAPS AND ABOVE THE LOWER STRAPS. HOLDING THE LIFTING DEVICES, INSERT THE GRATE INTO THE INLET. 3. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF UNIT AFTER EACH STORM EVENT. AFTER EACH STORM EVENT AND AT REGULAR INTERVALS, LOOK INTO THE DANDY BAG II. IF THE CONTAINMENT AREA IS MORE THAN 1/3 FULL OF SEDIMENT, THE UNIT MUST BE EMPTIED. TO EMPTY UNIT, LIFT THE UNIT OUT OF THE INLET USING THE LIFTING STRAPS AND REMOVE THE GRATE. IF USING OPTIONAL OIL ABSORBENTS, REPLACE ABSORBENT WHEN NEAR SATURATION. 4. PROVIDE INLET PROTECTION ON ALL EXISTING AND PROPOSED CATCH BASINS THAT WILL RECEIVE RUNOFF FROM THE SITE. 5. REMOVE AND DISPOSE OF THE FILTERS AT END OF PROJECT AFTER STORM LINES HAVE BEEN CLEANED AND APPROVED BY THE BOEING CONSTRUCTION MANAGER. INLET PROTECTION C501-2A SCALE: NTS C501-2B C501-2C i BergerABAM CALL 48 HOURS �� BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 SYM 3YPASS a 0 „ MAN OCK TIED NDDS SHALL BE WIRED ALTERNATE INLET PROTECTION NOTES: SECURE WITH SAND BAGS SUCH THAT THE COMPOST SOCK MAINTAINS CONTACT WITH THE PAVED SURFACE FOR THE ENTIRE PERIMETER OF THE INLET BEING PROTECTED (TYP). MIN OF 4—FEET O.C. COMPOST SOCK PER WSDOT STD PLAN 1-30.40-01 WRAPPED IN HIGH VISIBILITY FENCE MATERIAL (HIGH DENSITY POLYETHELENE OR POLYPROPYLENE MATERIAL SHALL BE UV RESISTANT AND ORANGE IN COLOR) 1. ALTERNATE INLET PROTECTION SHALL ONLY BE USED WHERE STANDING WATER ELEVATION WITHIN THE CONVEYANCE SYSTEM IS WITHIN 2—FEET OF THE CATCH BASIN RIM ELEVATION. 2. MAINTENANCE: REMOVE ALL ACCUMULATED SEDIMENT AND DEBRIS FROM VICINITY OF INLET AFTER EACH STORM EVENT AND AT REGULAR INTERVALS. 3. REMOVE AND DISPOSE OF COMPOST SOCK AND SAND BAGS AT END OF PROJECT AFTER STORM LINES HAVE BEEN CLEANED AND APPROVED BY THE BOEING CONSTRUCTION MANAGER. 24" CPEP PIPE- 4" PERFORATED PVC CONNECTION GEOTEXTILE FOR UNDERGROUND DRAINAGE, PER WSDOT STANDARD SPEC. 9-33.2(1), TABLE 1 AND TABLE 2, MODERATE SURVIVABILITY 160 LB MIN. CLASS A. PROVIDE AT SIDES & BOTTOM WITH 6" OVERLAY AT SEAM. REVISION ALTERNATE INLET PROTECTION C501-2A SCALE: NTS C501-2B C501-2C TRAFFIC PLATE ,1 as a43 o�D Do a �a Do Do\ o�D Do Do Do 4' SUMP FOR TEMPORARY INTERCEPTOR SWALE SYSTEM PUMP C501-2E SCALE: NTS C501-2F BY I APPROVED I DATE P. ? OF WAS,,,,, x 31271 w� ioNaL ��`�'� 2' GRAVEL BACKFILL FOR DRAINS, WSDOT STD SPEC. 9-03.12(4). 4" PERFORATED PVC UNDERDRAIN PIPE, WSDOT STD SPEC. 9-05.2(6) — GEOTEXTILE FOR UNDERGROUND DRAINAGE, PER WSDOT STANDARD SPEC. 9-33.2(1), TABLE 1 AND TABLE 2, MODERATE SURVIVABILITY 160 LB MIN. CLASS A. PROVIDE AT SIDES & BOTTOM WITH 6" OVERLAY AT SEAM. 0.25' N TEMPORARY INTERCEPTOR SWAGE C501-2E SCALE: NTS C501-2F SECURE WITH SAND BAGS SUCH THAT THE COMPOST SOCK MAINTAINS CONTACT WITH THE PAVED SURFACE FOR THE ENTIRE LENGTH OF THE SLOT DRAIN BEING PROTECTED (TYP.) MINIMUM OF 10'-0" O.C. COMPOST SOCK a a° ° ° o D 0 \i\i\i\i\iVA/V�// SLOTTED DRAIN PER PLAN NOTE: 1. IN LOCATIONS WHERE SLOT DRAINS ARE LOCATED WITHIN DRIVE AISLES AN ERTEC SLOT GUARD SHALL BE USED. THE SLOT GUARD SHALL BE INSTALLED AND MAINTAINED PER THE MANUFACTURER'S RECOMMENDATIONS. ° a a a a ° g � ° 0 o <\&�yXx\ /VA%VA%VA%VVA%�VA��A'/�\�� TYPICAL SLOTTED DRAIN PROTECTION C501-2A SCALE: NTS C501-2B CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRA1 ACCEPTABILITY JDM THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. I DATE BEE R-401426 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 SURFACE WATER UTILITY rstraka 12/14/2018 0:11 1AI L SUBTITLE CURRENT REVISION SYMBOL DATE 10 09 18 EMPORARY EROSION AND SEDIMENT CONTROL DETAIL C180242 0 R G 10/09/18 10/09/18 SHEET TITLE MITIGATION HANGAR C501-2D C17 10 09 18 RENTON SITE JOB N0. COMP N0. C180242 CIVIL MASTER SITE RENTON, WA DWG NO. RTN—YD—0501-2D 75 co co 0 N C U 0 0 c 0 A 0 ca J S C S EXIST ABAN SEPA I I I I CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG MITIGATION HANGAR i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION BY C180242 1 ABAM APPROVED DATE SPT 10/09/18 SYM REVISION BY I APPROVED I DATE P. of WAsh� �f BOE//V� OD x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE BUILDING 4 20 0 20 40 scale feet ATE SUBTITLE 10/09/18 10 09 18 10/09/18 TITLE PRELOAD PLAN r•IIIIP]1■:I_1I[eL1Gi RENTON SITE I F-r_F-NI n ECOLOGY BLOCK WALL 9/7/2018 VAULT DEMOLITION, REMOVAL, AND DISPOSAL SHALL / BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTION 2-02 AND AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. SEE GEOTECHNICAL REPORT DATED 6/22/2018. PAVEMENT DEMOLITION. BREAK EXISTING CONCRETE PAVEMENT INTO SECTION NO GREATER THAN 5' X 5' PRIOR TO PRELOAD PLACEMENT. DEMOLISH AND REMOVE EXISTING PAVEMENT. CONSTRUCT LEVEL BASE FOR ECOLOGY BLOCK WALL, SEE SECTIONS A AND B ON C501-21F FOR DETAILS. DEMOLISH AND REMOVE EXISTING PAVEMENT. CONSTRUCT TEMPORARY ASPHALT PEDESTRIAN WALKWAY PER DETAIL. — - INTERCEPTOR SWALE GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 3. SEE SHEETS C501-2A THROUGH C501-2D FOR TEMPORARY EROSION AND SEDIMENT CONTROL PLANS. 4. SEE SHEETS C501-3A THROUGH C501-3E FOR CONSTRUCTION SEQUENCING PLANS. 5. SEE SHEETS C501-6A THROUGH C501-6P FOR PERMANENT STORM DRAINAGE IMPROVEMENTS. 6. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-1B. 7. SEE SHEETS M501-1A THROUGH M501-11D FOR TEMPORARY AND PERMANENT FIRE SYSTEM IMPROVEMENTS. 8. SEE SHEET C501-2G FOR SETTLEMENT MONITORING DETAILS. CONSTRUCTION NOTES EXISTING STORM LINE TO BE ABANDONED P� EXISTING STORMWATER DIVERSION VAULT TO BE REMOVED :� ECOLOGY BLOCK WALL 4� PROPOSED BUILDING 4-87 OUTLINE PROTECT EXISTING EMPENNAGE CANOPY, BOLLARDS AND ROLLING DOORS PROTECT EXISTING SANITARY PIPE, CLEANOUTS, AND CONNECTION TO BUILDING 4-81 7� EXISTING FIRE MAIN TO BE ABANDONED BUILDING SETTLEMENT MONITORING POINT. LOCATION PER GEOTECHNICAL RECOMMENDATION. GROUND SETTLEMENT MONITORING POINT. LOCATION PER GEOTECHNICAL RECOMMENDATION. SEE NOTE 8 C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401427 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 J'IV'UVLO R I Q v^ L 10/09/18 C501-2E C 18 JOB NO. COMP NO. C180242 RENTON, WA DWG N0. RTN—YD—0501-2E Cfl O L0 m O O 00 T 6, u 00 T Q J CIVIL MASTER SITE GENERAL NOTES 4 4 TYP. 1 3 wl z QI z1 =I �I W �I TYP. 2 w 1 MATCH EXISTING AT 1 ELEVATION f 16.75 --\ 7.00' ELEVATION AS REQUIRED TO PROVIDE POSITIVE DRAINAGE I IIIIIIII III1= 2 _IIIIIIIIIIIIIIIIII—III III IIIIIIIIIIIII 1� �j_t I — X X GRADE TO DRAIN AWAY FROM WALLS =1 I I — 8'-0" MIN 8'-0" MIN a I - IX 5'- 6" MIN _ 1 TYP. 5-FOOT MAX TYPICAL DEMOLISH EXISTING PAVEMENT & PROVIDE LEVEL BASE AT ECOLOGY BLOCK WALL WITH CRUSHED SURFACING BASE COURSE COMPACTED TO 95% PRELOAD SECTION A 1-2E SCALE: NTS I I\VVIVL IIYILI\VLI IVI\ SWALE AT PRELOAD 4 PERIMETER AS REQUIRED C501-2D 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ro-J I , � I r z 0 J Z I co I w z w of w I Q W I I L� ) rF-\E-L_v/-\U JLU I I U I N D 50�1 -2E SCALE: NTS REVISION (TYPICAL) BY I APPROVED I DATE PROPOSED BUILDING 4-87 FOOTPRINT 7.00' MINIMUM ELEVATION AT TOP OF PRELOAD = 26.43 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 3. GEOGRID SHALL BE PLACED OVER LEVEL SUBGRADE WITH ALL WRINKLES REMOVED. 4. ADJACENT GEOGRID SHALL BE OVERLAPPED AT LEAST 12 INCHES. CONSTRUCTION NOTES FI I II I I II I I III LIFF-1:1 II I I II I I II I I II I I II I I III 1= 2 1 GEOGRID MIRAFI 7XT OR APPROVED EQUAL. PLACE — I 1 GEOGRID WITH DIRECTION OF STRENGTH PERPENDICULAR GRADE TO DRAIN -� I=� TO THE FACE OF WALL. PLACE GEOGRID BETWEEN ECOLOGY BLOCKS. I _I I 1 1= I= 3� 2'-6" SQUARE ECOLOGY BLOCK °O 4� EXISTING GROUND CD __j I I�I w W III_ I II I III— 5-FOOT MAX TYPICAL - I I EXISTING f 12" REINFORCED CONCRETE PAVEMENT (TYP) BREAK EXISTING REINFORCED CONCRETE SECTIONS NO GREATER THAN 5' X 5' SQUARE PRIOR TO PRELOAD PLACEMENT 7.00' PROPOSED BUILDING 4-87 FOOTPRINT L!1\LI"1I\ L/\IJIIIVV 1\LIIVI ,.,ICED CONCRETE INTO SECTIONS NO GREATER THAN 5' X 5' SQUARE PRIOR TO PRELOAD PLACEMENT P. of wesh/ �f x 31271 w� ��ssioNaL I [EXISTING ±12" REINFORCED CONCRETE PAVEMENT (TYP) DEMOLISH EXISTING PAVEMENT & PROVIDE LEVEL BASE AT ECOLOGY BLOCK WALL AND PEDESTRIAN WALKWAY WITH CRUSHED SURFACING BASE COURSE COMPACTED TO 95%- CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRA1 ACCEPTABILITY JDM THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. I DATE BEE IAI t SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE CIVIL MASTER 10.00' .w MINIMUM ELEVATION AT TOP OF PRELOAD = 26.43 3 TYP. MATCH EXISTING AT ELEVATION f 19.25 c nn' AAIAIa IAA unr1TU GRADE TO DRAIN I AT 2% MAX SLOPE I PROVIDE INTERCEPTOR SWALE AT PRELOAD 4 PERIMETER AS REQUIRED C501-2D PRELOAD DETAILS MITIGATION HANGAR RENTON SITE SITE N PROVIDE INTERCEPTOR SWALE AT PRELOAD 4 PERIMETER AS REQUIRED C501-2D I 2-1/2" MINIMUM COMPACTED DEPTH HMA CLASS-1/2" PG 64-22 I I R-401428 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS —\I\LI11 Ix C 180242 J I ""'O R G v^I L 10/09/ 18 SHEET C501-2F C19- JOB N0. COMP NO. C180242 RENTON, WA DWG N0. RTN-YD-0501-2F 75 co 00 0 N C U 0 0 c 0 A ca J CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG MITIGATION HANGAR i In" nrnnn urAC'1 inmr, nnn GROUND SETTLEMENT MONITOR C501-2E SCALE: NTS 4),gBer erABAM � 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION BY C180242 1 ABAM APPROVED DATE SPT 10/09/18 SYM REVISION BY I APPROVED I DATE P. of WAsh� �f ® D ""A//V" �P �1 x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE ATE SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE CIVIL MASTER GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). 2. VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929. 3. SEE SHEETS C501-2A THROUGH C501-2D FOR TEMPORARY EROSION AND SEDIMENT CONTROL PLANS. 4. SEE SHEETS C501-3A THROUGH C501-3E FOR CONSTRUCTION SEQUENCING PLANS. 5. SEE SHEETS C501-6A THROUGH C501-6P FOR PERMANENT STORM DRAINAGE IMPROVEMENTS. 6. SEE SHEET C501-2E FOR PRELOAD CONSTRUCTION SEQUENCE AND PLAN. R-401429 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS I..VLLLIVI PRELOAD DETAILS IC180242 JIIVIUVLO R G v^IL 10/09/18 SHEET MITIGATION HANGAR C501-2G C20 RENTON SITE JOB NO. COMP NO. C180242 SITE RENTON, WA DWG NO. RTN—YD—0501-2G O L0 m O O 00 T— X u 0 H �9W 00 Q J T O Nt 0 W 75 co co 0 N C U O 0 c 0 ca J FINISH GRADE SEE SHEETS C501-5A AND C501-513 PAVING AND GRADING DETAILS EXISTING GRADE/TOP OF VAULT DEPTH AS RECOMMENDED REMOVE AND DISPOSE OF CONCRETE BY GEOTECHNICAL ENGINEER STRUCTURAL SLAB VAULT LID IN ITS PROPOSED CONCRETE (3-FOOT MIN) ENTIRETY (TYPICAL) F PAVEMENT SECTION 1 I I I I I I --- ----------------------------- B C501-2H (a) 1-11, C501-2H CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG I MITIGATION HANGAR REMOVE AND DISPOSE OF CONCRETE STRUCTURAL WALLS TO A MINIMUM DEPTH OF 3-FEET BELOW FINISH GRADE ELEVATION OR AS REQUIRED BY GEOTECHNICAL ENGINEER (TYPICAL) BACKFILL VAULT WITH GRAVEL BACKFILL CLASS B PER WSDOT STD SPEC 9-03.12(1)B. BACKFILL SHALL BE COMPACTED TO AT LEAST 95% MAX DENSITY PER ASTM D1557 WET VAULT REMOVAL SECTION A 50�-2H SCALE: NTS VYr%I LI\ I I V I I I I I\MIVIL AND COVER ('-T� EXISTING WET VAULT REMOVAL PLAN VIEW C11 E-R SCALE: NTS C12E-R i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION BY C180242 1 ABAM BREAK UP STRUCTURAL CONCRETE VAULT FLOOR AS REQUIRED PER GEOTECHNICAL ENGINEER'S RECOMMENDATIONS (TYPICAL) 10" DIA I ASSEMBLI REMOVED PLU BE CONCRETE #5 X #5 Ir'ni ATI!\AI InIAIT WIN STRUCTURE REMOVAL DETAIL 01-21-1 SCALE: NTS OIL SEPARATION COMPONENT REMOVAL DETAIL 501-2H SCALE: NTS APPROVED DATE SYM REVISION BY APPROVED DATE SPT 10/09/18 BOE//V� VENT FG LEGEND REMOVE AND DISPOSE OF EXISTING STRUCTURE EG GENERAL NOTES > 12" OC 1. VAULT DEMOLITION, REMOVAL, AND DISPOSAL SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTION 2-02 AND AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. SEE 12" OC GEOTECHNICAL REPORT DATED 6/22/2018. HOOKS 2. DE -WATERING SHALL BE PERFORMED IN ACCORDANCE WITH T&B CONSTRUCTION DEWATERING GENERAL NOTES ON SHEET C501-1 B. WET VAULT REMOVAL SEQUENCE 1. INSTALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES. 2. ARRANGE FOR INSPECTION WITH BOEING EHS AND TAKE VAULT OFFLINE. CONTRACTOR SHALL COORDINATE ALL STORMWATER INSPECTION AND SHUTDOWN ACTIVITIES WITH BOEING EHS. 3. DE -WATER. 4. CLEAN AND REMOVE OIL SEPARATION COMPONENTS INCLUDING COALESCING PLATES, OIL SKIMMER, SUPPORT BRACKETS, AND OUTLET PIPE. OIL SEPARATION COMPONENTS SHALL BE STORED UNDER COVER UNTIL THEY ARE REMOVED FROM THE SITE AND DISPOSED. 5. DEMOLISH AND REMOVE VAULT STRUCTURE LID. DEMOLISH AND REMOVE STRUCTURE INTERIOR AND EXTERIOR WALLS TO A MINIMUM DEPTH OF 3-FEET BELOW FINISH GRADE ELEVATION OR AS REQUIRED BY GEOTECHNICAL ENGINEER. 6. BACKFILL TO BOTTOM OF SUBGRADE. nr1/n%1r n A " nI InTII r lMnAI rMALJr LIIVLU YVP\JIL VIL I\LJLI\VVII\ 0L SEPARATION COMPONENT REMOVAL SECTION 1-2H SCALE: NTS REMOVAL OF UNDERGROUND VAULTS REQUIRES A SEPARATE DEMOLITION PERMIT CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IJDM THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE IAI t SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE CIVIL MASTER WET VAULT REMOVAL DETAILS MITIGATION HANGAR RENTON SITE SITE R-401430 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS l.. V lxi-II IC180242 JIIVIUVLO R I G v^IL 10/09/18 SHEET C501-2H C21 JOB N0. COMP NO. C180242 -7 RENTON, WA DWG N0. RTN-YD-0501-2H Cfl O L0 m O O 00 T X 0 H �9W 75 co co 0 N C U O E 0 c 0 0 c� in cv J GENERAL NOTES 1. THE PROPOSED SEQUENCE OF CONSTRUCTION SHOWN ON THE CONSTRUCTION PHASING PLANS AND DETAILS REPRESENTS ONE POSSIBLE SCHEME FOR PLANNING PURPOSES. CONTRACTOR SHALL SUBMIT PROPOSED CONSTRUCTION METHODS AND SEQUENCE TO THE ENGINEER FOR APPROVAL PRIOR TO THE START OF CONSTRUCTION. 2. A MINIMUM OF FIVE FULLY OPERATIONAL AND ACCESSIBLE AIRCRAFT STAGING STALLS SHALL BE MAINTAINED WITHIN THE PROJECT LIMITS AT ALL TIMES. CONTRACTOR SHALL MAINTAIN A 20-FOOT CLEAR -ZONE FROM AIRCRAFT IN STAGING AREAS. CONTRACTOR SHALL COORDINATE ALL ACTIVITIES ADJACENT TO STAGING AREAS WITH BOEING REPRESENTATIVE. 3. HEIGHT RESTRICTED WORK ZONE MUST BE CLEARED OF ANY OBSTRUCTION ABOVE 7-FEET IN HEIGHT WITHIN WINGTIP CLEARANCE LIMITS AND ANY OBSTRUCTION ABOVE 6-INCHES IN HEIGHT WITHIN ENGINE CLEARANCE ZONE FOR PLANE MOVEMENTS. PLANE MOVEMENTS OCCUR A MINIMUM OF 2-TIMES DAILY. CONTRACTOR SHALL COORDINATE PLANE MOVEMENT TIMING AND ROUTE WITH BOEING REPRESENTATIVE DAILY. 4. CONTRACTOR SHALL PROVIDE A 25-FOOT MINIMUM WIDTH DRIVABLE SURFACE ALONG TEMPORARY TOWPATH. DRIVABLE SURFACE SHALL BE WIDENED AS NEEDED TO ACCOMMODATE PLANE AND TOW VEHICLE MOVEMENTS ALONG TOWPATH ROUTE. CONTRACTOR SHALL COORDINATE ALIGNMENT AND WIDTH OF TOWPATH PRIOR TO BEGINNING ANY NEW PHASE OF CONSTRUCTION. 5. DRIVABLE SURFACES SHALL CONSIST OF EXISTING CONCRETE PAVEMENT, TEMPORARY ASPHALT PAVEMENT, OR FINISHED CONCRETE PAVEMENT. CHANGES IN LEVEL AT INTERFACE BETWEEN EXISTING, TEMPORARY, AND NEW PAVEMENT SHALL BE SMOOTH WITH A DIFFERENCE IN ELEVATION OF LESS THAN 1/2-INCH. CHANGES IN CROSS SLOPE AT TEMPORARY PAVEMENT TRANSITIONS SHALL NOT EXCEED 3-PERCENT AND CHANGES IN LONGITUDINAL SLOPE AT TEMPORARY PAVEMENT TRANSITIONS SHALL NOT EXCEED 3-PERCENT. 6. TOWPATH CENTERLINE AND EXTENTS SHALL BE CLEARLY DELINEATED WITH PAINT AND REFRESHED AS NEEDED. TRANSIT ROUTES SHALL BE CLEARLY DEFINED WITH TEMPORARY TRAFFIC CONTROL MARKERS AND SIGNS FOLLOWING MUTCD GUIDELINES. CONTRACTOR SHALL PROVIDE A TEMPORARY TRAFFIC CONTROL PLAN PRIOR TO EACH PHASE OF CONSTRUCTION. 7. TRANSIT ROUTES FOR DELIVERIES AND PARTS MOVEMENT MUST BE MAINTAINED THROUGH CONTRACTOR OCCUPIED WORK ZONES. TRANSIT ROUTE MUST HAVE A 25-FOOT MINIMUM WIDTH DRIVABLE SURFACE AND WILL GENERALLY FOLLOW THE TEMPORARY TOWPATH. ADDITIONAL WIDTH MY BE REQUIRED TO ACCOMMODATED VEHICLE TURNING MOVEMENTS. RELOCATION AND TEMPORARY CLOSURES OF TRANSIT ROUTES SHALL BE COORDINATED WITH BOEING REPRESENTATIVE DAILY. 8. CONSTRUCTION HAUL ROUTES SHALL BE COORDINATED WITH BOEING REPRESENTATIVE PRIOR TO THE START OF CONSTRUCTION. 9. ALL NEWLY INSTALLED UTILITIES EXPOSED TO VEHICLE TRAFFIC MUST BE INSTALLED PER PIPE BEDDING AND BACKFILL DETAILS AS SHOWN IN THE PLANS. IF SUFFICIENT COVER CANNOT BE ACHIEVED PRIOR TO OPENING THE AREA TO TRAFFIC, CONTRACTOR SHALL PROVIDE STEEL PLATE OR OTHER MEANS OF PROTECTION APPROVED BY THE ENGINEER FOR THE ANTICIPATING TRAFFIC LOADING. CONTRACTOR SHALL HAVE STEEL PLATE OR OTHER APPROVED MEANS OF UTILITY PROTECTION ON HAND PRIOR TO OPENING UTILITY TRENCHES WITHIN THE DRIVABLE SURFACES OF TOW PATH OR TRANSIT ROUTES. CONCRETE COLLARS MUST BE CONSTRUCTED AT PVC DRAIN BASINS PRIOR TO EXPOSURE TO TRAFFIC OR CONSTRUCTION LOADING. 10. SEE SHEETS C150-C152 OF THE APRON R PLANS FOR PROJECT AREA DESIGNATIONS. 170 CONSTRUCTION PHASING KEY PLAN LEGEND 1 I- -1 CONTRACTOR OCCUPIED L - I AREA: UNRESTRICTED STALLS OPEN TO MANUFACTURING I- - CONTRACTOR OCCUPIED L - J AREA: HEIGHT RESTRICTED TEMPORARY TOWPATH CENTERLINE PARTS MOVEMENT TRANSIT ROUTE TEMPORARY TOWPATH ENGINE CLEARANCE LIMIT DELIVERY TRUCK TRANSIT ROUTE TEMPORARY TOWPATH WINGTIP CLEARANCE LIMIT - PHASED CONSTRUCTION WORK LIMITS NOTE: AIRCRAFT DIMENSIONS SHOWN ARE FOR THE 737-MAX 9 UNLESS OTHERWISE NOTED AND ARE GIVEN FOR INTERIM TOWPATH PLANING PURPOSES ONLY. THEY ARE ACCURATE WITHIN +/- 6 INCHES. CONTRACTOR SHALL COORDINATE WITH BOEING REPRESENTATIVE TO OBTAIN ACTUAL AIRCRAFT DIMENSIONS AND EQUIPMENT TURNING CAPABILITIES PRIOR TO REVISING HEIGHT RESTRICTED WORK ZONE LIMITS. 000000000000 20'-3" EiFzi 000000000000000000 10'-0" 1 1'-5" 138'-2" (737-MAX 9) 143'-7" (737-MAX 10) 56'-4" (737-MAX 9) 59'-8" (737-MAX 10) I TOWPATH l/J/-IVIHA � OL /J/- I VA/ 140'-0" HEIGHT RESTRICTED WORK AREA COORDINATE EQUIPTMENT MOVEMENTS WITH BOEING REPRESENTATIVE I I CONCEPTUAL CONSTRUCTION PHASING PLAN \\ PNASE 2A (AREA 3-) PNASE 25 (AREA 3)CONTINUED / 1. REMOVE "Cl" AIRCRAFT STAGING STALLS 5. CONSTRUCT CLEAN DRAIN LINE BYPASS • REMOVE ECOLOGY BLOCKS • 1132-18, 1131-18, 1130-18, 1122-18 \ • REMOVE TEMPORARY BUILDINGS I \ • REMOVE SURFACE MOUNT UTILITIES INCLUDING: LIGHT POLES, 6. CAP AND ABANDON ALL PIPE WITHIN PRELOAD FOOTPRINT HARD STANDS, YARD HYDRANTS, FIRE HYDRANTS \ 7. COMPLETE PAVEMENT DEMOLITION WITHIN PRELOAD FOOTPRINT 2. BEGIN PAVEMENT DEMOLITION WITHIN PRELOAD LIMITS 8. CONSTRUCT PRELOAD PER GEOTECHNICAL ENGINEER'S � �\ 3. DECOMMISSION AND BEGIN DEMOLITION OF EXISTING WET RECOMMENDATIONS VAULT 9. REMOVE PRELOAD AND COMPLETE PAVEMENT DEMOLITION AND / \- 4. REMOVE EXISTING PAVEMENT AS REQUIRED TO CONSTRUCT REMOVAL AT BUILDING FOOTPRINT ` UTILITY IMPROVEMENTS, INSTALL STORM SEWER SYSTEMS AND UTILITIES, AND BRING TO FINISH GRADE. PROVIDE 10. BEGIN BUILDING 4-87 CONSTRUCTION \ TEMPORARY/PERMANENT PAVING AS NEEDED FOR UTILITY PROTECTION AND MAINTENANCE OF TRANSIT ROUTES. 11. CONSTRUCT STORM COLLECTION SYSTEM • 1195-18A (APRON R), 11956-18 (APRON R), 1195-18 5. CONSTRUCT PERMANENT STORMWATER BYPASS FOR OUTFALL (APRON R), 1195C-18 (APRON R) 004A. • URE-727 (APRON R), URE-728 (APRON R), 1195-18 • EX 492A (APRON R), 1082-18 (APRON R), 1083-18 (APRON R) \� (APRON R), 1084-18 (APRON R), 1085-18 (APRON R), EX • 1127-18, 1126-18 488A (APRON R) • 1129-18, 1128-18 1 I ` 6. BEGIN CONSTRUCTION OF PERMANENT STORMWATER BYPASS 12. CONSTRUCT UTILITY CONNECTIONS SOUTH OF TOWPATH Q \ FOR OUTFALL 004. b • 1091-18 (APRON R), 1081A-18 (APRON R), 13. CONSTRUCT PERMANENT PAVEMENT SOUTH OF TOWPATH • 1097-18 (APRON R), 1094-18 (APRON R), 1093-18 i oO (APRON R), 1092-18, 1120-18, 1121-18, 1122-18, 1123-18, 1124-18 PNASE 3 (AREA 3)El ❑ i 7. CONSTRUCT COMBINED OIL/WATER SEPARATOR VAULT, 1. CONTINUE BUILDING 4-87 CONSTRUCTION. MODULAR WETLANDS, AND BEGIN CONSTRUCTION OF EXISTING b DIVERSION VAULT STORMWATER BYPASS 2. SEE APRON R PLANS FOR CONSTRUCTION ACTIVITIES NORTH • OWS-067, RTU-017, RTU-018 OF TOWPATH • EX 493B, EX 490C, EX 490D-14, 1125-18, 1126-18 8. CONSTRUCT CONNECTION TO EXISTING 8-INCH DOMESTIC PNASE 4 (AREA 1 t 3-) WATER (APRON R) 1. CONSTRUCT PERMANENT STORMWATER CONVEYANCE AS REQUIRED TO ACHIEVE UNOBSTRUCTED MITIGATION HANGAR I / PHASE 2B (AREA 3� INGRESS/EGRESS 1. COMPLETE CONSTRUCTION OF EXISTING DIVERSION VAULT • 1087E-18 (APRON R), 1087-18 (APRON R), 1082-18(APRON R) / I STORMWATER BYPASS ' • 1126-18, 1128-18 2. CONSTRUCT PERMANENT UTILITIES AND PAVEMENT AS REQUIRED TO ACHIEVE UNOBSTRUCTED MITIGATION HANGAR 2. COMPLETE WET VAULT DEMOLITION AND DEMOLISH DIVERSION INGRESS/EGRESS (APRON R) VAULT COMPLETE BUILDING 4-87 CONSTRUCTION. / 3. DEMOLISH AND REMOVE PARTS STORAGE CANOPIES 3. 4. CONSTRUCT TEMPORARY FIRE SYSTEM CONNECTIONS I ' I R-401431 IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAMV3 CIVIL PERMIT SET DEVELOPMENT ENGINEERING �� Ann Fowler 12/14/2018 CALL 48 HOURS ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS DESIGN B AND/OR CHECKED 10/09/18 CONSTRUCTION PHASING NOTES AND DETAILS C180242 0 R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 T� SPT 10/09/18 SHEET WAsh��� G SPECIFICATION IS APPROVED ENGINEER TITLE MITIGATION HANGAR C501-3A C22 APPROVED BY DEPT. DATE BEE 10 09 18 CHECKED STf RENTON SITE �o R 31271 o ww JOB N0. COMP NO. ���SIDNAL _ APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG No. RTN-YD-0501-3A Cfl CD LO O 00 V_ X u t� I H 00 Q J 0 \ �\ ♦ 1 V 0 O \ 1 \ O ; \ PROPERTY 1-I11� \ I \ I I \ \ I I III \ I I I II II I EASEMENT LINE (TYP) \ 4-81 BUILDING I o � O O Y O O O U O m - W I I I II I \ — I I oo I I I ORDINARY HIGH WATER I I I � I I Ii I I \ I I III I u _ I " II " 1 LAKE WASHINGTON SUMMER o EL 15.18 WINTER o EL 13.18 ♦ I I I I I I 1 i BergerABAM CALL 48 HOURS �� I BEFORE YOU DIG 33301 9th Avenue South, Suite 300 I 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 200-FT SHORELINE SETBACK sim a383A00 AdONVO ❑ 00 0 m RAMP/DECK METAL RAMP/DECK w 0 oo o o o I w I I < I I I ------ w ' I � w r' Im o L I I \ w r'1 ` ♦- I s w o � I UA I, _ I I I I 787-@00 w —10 estimated, nose position Iw 2 � - LT I I II za - a I II I I I I Iw I i I I i rg8� LL.i I I I II �w REVISION BY APPROVED DATE Q� ""AFZA V" 0 o'— t z m U LOADING/UNLOADING RAMP METAL(NOT ANCHORED TO GROUND) Oo o ro o m 0 om om om om om om 000b�m I I I I I O.m .m .m .m .m .m .m .m .m .m .m Im m m .m .m .m .m .m .m .m .m .m .m .m 7 ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. I DATE BEE IAI L SUBTITLE 10/09/18 10 09 18 10/09/18 TITLE CIVIL MASTER GENERAL NOTES SEE LEGEND AND GENERAL NOTES ON SHEET C501-3A 1 O o o o o o o o o U� 8'W FIRE \ fW \ AREA 3: PHASE 2A CONSTRUCTION PHASING KEY PL4 1. REMOVE "Cl" AIRCRAFT STAGING STALLS •REMOVE ECOLOGY BLOCKS • REMOVE TEMPORARY BUILDINGS • REMOVE SURFACE MOUNT UTILITIES INCLUDING: LIGHT POLES, HARD STANDS, YARD HYDRANTS, FIRE HYDRANTS 2. BEGIN PAVEMENT DEMOLITION WITHIN PRELOAD LIMITS 3. DECOMMISSION AND BEGIN DEMOLITION OF EXISTING WET VAULT 4. REMOVE EXISTING PAVEMENT AS REQUIRED TO CONSTRUCT UTILITY IMPROVEMENTS, INSTALL STORM SEWER SYSTEMS AND UTILITIES, AND BRING TO FINISH GRADE. PROVIDE TEMPORARY/PERMANENT PAVING AS NEEDED FOR UTILITY PROTECTION AND MAINTENANCE OF TRANSIT ROUTES. 5. CONSTRUCT PERMANENT STORMWATER BYPASS FOR OUTFALL 004A. • EX 492A (APRON R), 1082-18 (APRON R), 1083-18 (APRON R), 1084-18 (APRON R), 1085-18 (APRON R), EX 488A (APRON R) 6. BEGIN CONSTRUCTION OF PERMANENT STORMWATER BYPASS FOR OUTFALL 004. • 1091-18 (APRON R), 1081A-18 (APRON R), • 1097-18 (APRON R), 1094-18 (APRON R), 1093-18 (APRON R), 1092-18, 1120-18, 1121-18, 1122-18, 1123-18, 1124-18 7. CONSTRUCT COMBINED OIL/WATER SEPARATOR VAULT, MODULAR WETLANDS, AND BEGIN CONSTRUCTION OF EXISTING DIVERSION VAULT STORMWATER BYPASS • OWS-067, RTU-017, RTU-018 • EX 493B, EX 490C, EX 490D-14, 1125-18, 1126-18 01 i� NEW— NEW 3 .w 0 w � 0 0 R-401432 U. CONSTRUCT CONNECTION TO EXISTING 8-I1'4CH DOMESTIC ATE PEI CE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 01 AREA 3: PHASE 2A MITIGATION HANGAR RENTON SITE SITE I..VLLLIVI IC180242 JIIVIUVLO R I G v^IL 10/09/18 SHEET C501-3B C23- JOB NO. COMP NO. C180242 RENTON, WA DWG N0. RTN—YD—0501-3B T 0 It W I I 1 i BergerABAM CALL 48 HOURS �� I BEFORE YOU DIG 33301 9th Avenue South, Suite 300 I 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 REVISION 00-FT SHORELINE SETBACK GENERAL NOTES 4- 8 1 BUILDING SEE LEGEND AND GENERAL NOTES ON SHEET C501-3A o o ° ° ° o o o o W o m I 8'W FIRE \ fW \ I IIVM J � o J e h o o W a' o o °m om om I n NEW 13.80 �• NEW 13.8KV� ---E�— — — E 0 o , to � o 0 0 0 o p o 0 o o o o o o ° o. a o 0 0 0 0 0 BY I APPROVED fl . ED om 1 m I i° � e ° _ I I I ; 0 0 0 0 0 om o 0 0 0 ND P ERo o o mo p � ° o m � m d i BOE/NG°'— I I e e e I Or — AREA I PHASE 3 CONSTRUCTION PHASING KEY PLAN 1. CONTINUE BUILDING 4-87 CONSTRUCTION. 2. SEE APRON R PLANS FOR CONSTRUCTION ACTIVITIES NORTH OF TOWPATH o--]: ° 0 0 0 O ° R-401434 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 01 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED UNAWN HL UAI E 10 09 18 SUBTITLE AREA 3: PHASE 3 CURRENT REVISION C180242 SYMBOL 0 R G DATE 10/09/18 CHECKED SPT 10 09 18 SHEET C501-3D C25- ENGINEER BEE 10 09 18 TITLE MITIGATION HANGAR RENTON SITE CIVIL MASTER SITE RENTON, WA APPROVED BY DEPT. DATE CHECKED JOB NO. C180242 COMP NO. APPROVED APPROVED DWG NO. RTN—YD—0501-3D CA BE 1- SYM C A B REVISION MITIGATION HANGAR UPDATED U/G UTILITY MAPPING - DHA, INC. VALVE NO. UPDATE - HGI PROJ# 98-1302 UPDATE APRON SEAMS - DHA, INC. SEPA-DNR-PROP. - RUPERT BY APPROVED DATE C180242 ABAM SPT 10/09/18 SDP DAH 05/01/98 HGI/DED NGC 08/05/98 MJM DAH 08/07/98 #140688 DIED REI 09/17/07 SYM REVISION BY I APPROVED I DATE P. of WA �f ® D ""A//V" �P �1 x 31271 w� ��ssioNaL ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE IAI L SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE CIVIL MASTER PARTIAL SITE UTILITIES PLAN MITIGATION HANGAR RENTON SITE SITE GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. EC>SLOTTED DRAIN PER DETAILS ON SHEET C501-6D CONSTRUCTION NOTES C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE W-401401 S-401401 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401436 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 + SURFACE WATER UTILITY rstraka 12/14/2018 01 ZENT REVISION SYMBOL DATE C180242 C 10/09/18 C11 E C27. JOB NO. COMP NO. C180242 RENTON, WA DWG NO. RTN-YD-11 E Cfl O LO C`7 O O 00 v— X u 00 Q D J MATCH LINE - FOR CONTINUATION SEE SHEET C11 E \\ I 30" HDPE (APRON R) 1083-18 Cw 30" PVC DRAIN W/SOLID LOCKING LID I \\ I \\ � I 15" SLOT DRAIN (APRON R) \\ � I I 30" HDPE (APRON R) I \\ I � � I I I 1095B-18 24" PVC DRAIN W/HERRINGBONE GRATE I � I I I I I I I I I I � I I RpN Ri . 18„ HDpE DPP , . 1082-18 (APRON R) 30" PVC DRAIN \W/SOLID LOCKING LID Q_ -- ---7 30" HDPE (APRON R) O URE 728-18 (APRON R) GR \ SAFE DRAIN ,ZO 1� PROVIDE CONNECTION TO 8" HDPE (APRON R) 0.70% SLOPE 116 LF 8" SLOT DRAIN IE=17.37 SLOPE=0.00% F 1093-18 (APRON R) 30" PVC DRAIN PROVIDE CONNECTION W/SOLID LOCKING LID TO 30" HDPE (APRON R) z y r,� I\ PROVIDE CONNECTION 4 \�\ $ TO 8" HDPE (APRON R) \\ @ 0.80% i 1081-18 (APRON R) 30" PVC DRAIN W/SOLID LOCKING LID 18" HDPE (APRON Ad URE 727-18 (APRON R)_ SAFE DRAIN 1118E-18 24" PVC DRAIN W/ HERRINGBONE GRATE RIM: 19.33 N: 185693.42 E: 1300209.24 IE (N) = 17.37 (8" SLOT DRAIN) 1119A-18 24" PVC DRAIN W/ HERRINGBONE GRATE RIM: 18.08 N: 185670.49 E: 1300215.15 IE (S) = 17.37 (8" SLOT DRAIN) IE (SW) = 15.62 (8" HDPE) 119 LF 8" SLOT DRAIN I E=17.37 SLOPE=0.00% BUILDING 4-87 (PROPOSED) SDCO RIM: 19.32 IE (S) = 15.08 GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR / COMPLETION OF CONSTRUCTION. / 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. �= I SLOTTED DRAIN PER DETAIL 1 ON SHEET C501-6D ® PIPE CROSSING. SEE SHEET C501-6D FOR PIPE CROSSING TABLE. BUILDING 4-81 CONSTRUCTION NOTES I PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID ADJUST EXISTING SANITARY SEWER CLEANOUT TO FINISH GRADE PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE / I I - � 1129A-18 RIM: 19.18 0 0 51 1092-18 4 IE (S) = 15.52 (8" HDPE) N sis 1 M501-1 C IE (E) = 15.60 (8" HDPE) p�- 30" PVC DRAIN is W/SOLID LOCKING LID RIM: 18.95 111913-18 SUM 303/ N: 185592.31 0� 24" PVC DRAIN 1121-18 ° PROVIDE SDCO AT CONNECTION E: 1300202.14 = W HERRINGBONE GRATE RIM: 18.90 / TO ROOF DRAIN LINE / () - 12.49 (30 HDPE) IE (S) = 12.12 (30 HDPE) =o RIM: 18.08 IE S - SEE BUILDING MECHANICAL IE (NW) = 12.12 (30" HDPE) ro N: 185554.83 „ \ 40 LF 8„ SLOT DRAIN PLANS FOR CONTINUATION IE (W) = 12.49 (30 HDPE) IE=16.94 W 4 014 0 2 RIM: 19.34 �- IE (N) 1300244.94 17.37 (8" SLOT DRAIN) IE (N) = 13.90 (12" HDPE) . 11 LF 8" SLOT DRAIN SLOPE=0.00% � IE = � I IE (S) = 14.30 -CW Fw • • IE=16.94 i • SLOPE=0.00% RIM: 18.70 g � � 1127-1S-401402 1120-18 IE (S) = 15.20 (12" HDPE) I FW EIM(Sj 9�56 3.90 (12" HDPE) ` � � � � 00 s EX 492A IE (N) = 12.40 (30" HDPE) ,,G t1'+`_3 2 CO I KEY PLAN CB TYPE 2 - 48" IE (E) = 12.40 (30" HDPE) �.: CAM501-1 C SCALE : NONE 1120A-18 � � 1122-18 HCB- OORIM: 19.42 ©G \ A B C D E F G H J K L RIM: 19.57 IE (E) = 12.70 (12" HDPE) UQ C10 IE (S) = 15.15 (12" HDPE) 0 6» � � IE (S) = 12.60 18 HDPE) � I IE (N) = 15.15 (12 HDPE) " v�W ( C11 IE (E) = 15.15 (12 HDPE) 2 P IE (N) = 12.60 (30" HDPE) v, \ SEX 493B B %' � SDCO IE (W) = 13.60 (18" HDPE)- 1129-18 C12 \ -n RIM: 19.38 \ RIM: 18.70\ `!' C13 ° RIM: 19.04 `'' IE (S) = 15.18 1123-18 IE (S) = 15.38 (12" HDPE) G B g % C14 E (S) = 14.54 (12" HDPE) ` IE (W) = 15.18 RIM: 19.49 IE (N) = 15.38 (8" HDPE) S o IE (E) = 12.65 (18 HDPE) 1128-18 8 w I C15 � x C 0 M P R ES S E D j IE (N) = 12.65 (18" HDPE) qa RIM: 18.86 �w I C16 W "W F\RE AIR BUILDING 1126-18 IE (N) = 15.27 (12" HDPEI) ® C17 : Y RIM: 19.55 IE (W) = 15.28 (12" HDPE)\ C18 ° 0 EX 4868 IE (S) = 14.95 (12" EX CON1132-18 C19 C) � U' RIM: 19.22 ` o ° SV 1- 1130-18 IE (E) = 14.94 (12 HDPE) RIM: 19.31 \ \ IE (N) = 13.96 (24" EX HDPE) G ® � \ � �� � IE (N) = 14.94 (12" HDPE) RIM: 19.02 \. IE (W) = 13.08 (12" HDPE) I C20 0 IE (S) = 13.96 (24" EX HDPE) 1120B-18 B ° IE (S) = 12.90 (12" HDPE) RIM: 19.79 v IE (W) = 14.94 (18 HDPE) IE (W) - 12.90 (12" HDPE) IE (S) = 15.19 (10 EX CONC) I C21 �,\ i IE (N) = 15.19 (10" EX CONC) C22 IE (S) = 17.29 (12 , DI) r'� , IE (W) = 16.69 (12" HDPE) ° co C23 g \ \ ` o / ° B IE (E) = 16.69 (12" HDPE) SV 2 \O \ pBo C24 ° 1 O,rp EX 49OC-14 SDCO ° ° , . $C0 / I C25 � 1131-18 -� S I C26 °' BUILDING 4- 20 X'_ o B B °B RIM: 19.21 �' RIM: 19.89 0 -�' v 1124-18 RIM: 18.851 cn IE (N) = 14.41 (12 HDPE) IE (E) = 16.68z �� " -� IE (E) = 12.95 (12" HDPE), C27 B » /�,, IE (Wj9_3512.70 (18 HDPE) IE (N) = 12.95 (12" HDPE) C28 g � o IE (S) = 13.66 (12 EX HDPE) IE (N) = 16.68 � - „ IE (SW) = 16.50 (6' EX DI) IE (S) = 13.94 (15" EX CONC) EXCB 462-1 B o ° VDCO c0 �, C29 °B ° N RIM: 19.69 \ 1125-18 B RIM: 18.60 I C30 o -� B IE (S) = 15.39 (12" EX DI) -n 11 ° B IE (W) = 16.68 RIM: 19.71„ \ 44 TS „ .� B - Co IE (N) = 16.68 IE (E) = 14.38 (18" HDPE) ' 248 ° ° IE (N) = 15.39 (12 EX DI) 6„ F\R� R-401437 B co �� �' IE (SW) = 13.13 (12" HDPE) Mw \\ 0 un ° IE (N) = 13.13 (18" HDPE) - B - - - - - - - - - - - - - - - - - - - - - - - - - - IN COMPLIANCE WITH CITY OF RENTON STANDARDS MATCH LINE - FOR CONTINUATION SEE SHEET C13E CIVIL PERMIT SET QJ, I3er erAI3AM DEVELOPMENT ENGINEERING +CALL 48 HOURS �20 0 20 40 V3 n Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet SU FACEtraka WATER 12/14/2 18 ,} (206) 431-2300 Fax:(206) 431-2250 rstraka 12/14/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ACCEPTABILITY CHECKED HL 10/09/18 PARTIAL SITE UTILITIES PLAN C180242 J 10/09/18 J MITIGATION HANGAR C180242 ABAM SPT 10/09/18 E VPAL REMOVAL PACKAGE W1608724 TGS ABAM 04/01/13 T� SPT 10/09/18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED UPDATED U/G UTILITY MAPPING - DHA, INC. JGC DAH 04/11/14 F ADDENDA DOCUMENT SET W1608724 TGS ABAM 04/21/13 ® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10/09/18 TITLE MITIGATION HANGAR - CHECKED C12E C28 B UPDATE APRON SEAMS DHA, INC. MJM DAH 08/07/98 G VPAL: REMOVAL DOCUMENT SET ADDENDA II W1608724 TGS ABAM 06/20/13 w� RENTON SITE �� 31271 �° �� APPROVED RENTON I Iv J I JOB NO. COMP NO. C BRACED FRAME 556768-01 MKA DKB 11/17/08 H VPAL: V2 REMOVAL RFI-0013 W1608724 TGS ABAM 07/15/13 SSIGISTCR�G C180242 ONAL 6 D 4-81 WEST TWR - ISSUE FOR CONSTR- RUPERT #12385488 DED REI 04/13/12 1 1 CABJFC SET W1992439 TGS ABAM 04/11/14 APPROVED CIVIL MASTER SITE RENTON, WA Dwc No. RTN-YD-12E -- -- -- ----7- 0B B MATCH LINE - FOR CONTINUATION SEE SHEET C12E GENERAL NOTES I o I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I O 0B B 0B B O 0B B 0B B O 0B B O 0B B O 0B B O 0B B O 0B B 3 i BergerABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY L MITIGATION HANGAR C180242 ABAM K CONCRETE AND ASPHALT REPAIR W4282795 ABAM - RENTON AS-BUILTS W5365113-34353 KPFF D AS -BUILD REV C J.ANDRE E 4-81 WEST TWR - ISSUE FOR CONSTR- RUPERT #12385488 DED BUILDING 4-20 MATCH LINE FOR CONTINUATION SEE SHEET C14E APPROVED DATE SYM I REVISION BY APPROVED DATE SPT 10/09/18 F VPAL REMOVAL PACKAGE W1608724 TGS ABAM 04/01/13 12/01/17 G ADDENDA DOCUMENT SET W1608724 TGS ABAM 04/21/13 KPFF 01/15/18 H VPAL: REMOVAL DOCUMENT SET ADDENDA II W1608724 TGS ABAM 06/20/13 JA 02/15/10 1 VPAL: V2 REMOVAL RFI-0013 W1608724 TGS ABAM 07/15/13 REI 04/13/12 J CABJFC SET W1992439 TGS ABAM 04/11/14 P. of WA �f x 31271 w� ��ssioNaL BUILDING 4-81 I I I I J I I \ S 420 F\Rw I (S) = 16.97 (8" DI) IE (W) = 16.96 (8" DI) I � I V3 DESIGN BY: BERGERABAM DATE 20 10/22/2018 scale 0 20 40 feet ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAWN DATE 10 09 18 SUBTITLE PARTIAL SITE UTILITIES PLAN CHL HECKED SPT 10 09 18ENGINEER BEE 10 09 18 TITLE MITIGATION HANGAR APPROVED BY DEPT. DATE 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-51D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT IMPROVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 W-401403 S-401403 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401438 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 + SURFACE WATER UTILITY rstraka 12/14/2018 V�ji � CHECKED APPROVED RENTON SITE JOB NO. APPROVED CIVIL MASTER SITE RENTON, WA DWG N0. C'I80242 " ""' L 10/09/ 18 C13E C29- COMP NO. C180242 RTN—YD-13E BUILDING 4-20 DOOK v DO OR 16F� P 1 I P ER -3 U LT 474A-18 RIM: 19.42 IE (E) = 16.74 (8" DI) I F, i ARAAinnn, BUILDING 4-17 � � 11 GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT IMPROVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. ' � � �� � \� W-401404 \\ 1 I �1 \\ S-401404 \\\ ° C I 4 0+ \ 32.E3 cow KEY PLAN � \\ „�. / � SCALE NONE \ C3 N N N \�� \ \\ / SPN A B C D E F G H J K L I S SAN C 1017, I SAN C11 F C12 o \ C\N c> C 13 ° C14 R A9� O C \ \�\ Ln a = e I SPN D00 \\J�'11 C15 1 ° ° 2 � W o® \ G C16 - SP C17 Y "G C18 Ln C 19 0 TMH — _ 52.1 I C20 0 SPN SV g / '\ RIM 20.3 F� I C21 5 Q .4 3� 4q8 C22 UTILITY MH C23 0 �� SV 5 \ \ \ W C24 C25 � C26 J C27 _ \\\ C28 C29 C30 Ln , R-401439 — QOOR21 \�\' z -- -- — — — — — — — — — — — — — — — — — — — — — — — — — — — IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING + CALL 48 HOURS �� 20 0 20 40 V3 ^ I Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 I v 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet URFACEFrstraka TER R2018Y (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE 12/14/ DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ACCEPTABILITY CHECKED 10/09/18 PARTIAL SITE UTILITIES PLAN C180242 J 10/09/18 J MITIGATION HANGAR C180242 ABAM SPT 10/09/18 D REMOVE 4-404 TRLR & UPGRADE PAINT LINES J.ANDRE 04/08/10 T� CPT 10/09/18 SHEET w of WAsx�� o SPECIFICATION IS APPROVED I CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12/01/17 E REPLACE UNDGRND CHILLED WATER LINES TO 4-21 W1716695 ABAM 09/20/13 ff"A,��® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10 09 18 TITLE MITIGATION HANGAR CHECKED C14E C30 INCORPORATE REV I TO DRAWING WS DBS 02/08/18 G PARTS MOVEMENT ROAD RECORD W1855883 ABAM 04/03/15 w� RENTON SITE sSTViV- APPROVED K Iv I N J I JOB NO. COMP NO. B INSTALL V8 FEEDER 351461-001 JA/LK REI 05/15/00 H 737 MAX DUCT BANK — RECORD W1759198 ABAM 04/15/15 Ssi STFR�G C 180242 ONAL 6 C SITE ADA UPGRADES #7301156.00 DLR GROUP LS 08/30/01 — RENTON AS—BUILTS W5365113-34353 KPFF KPFF 01/15/18 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN—YD-14E C-HtCCER' = \ GENERAL NOTES � 16 GS b ARE? ROOM (FMCS) 1 \ SI N » „ C OSSING E RY TO UTIL DOOR W Q� - 1 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, ° 478A-18 478 �., SO R POWERE WELL BO L\\= 1 4 / I NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL \ o. RIM: 19.01 / No_i p DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). r I (S) = 17.15 (8" SLOT DRAIN)- DO U LE SIGN WAT R LID VLT 18.72 Ut TOP 18.9 AIR LT \ W VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN IE () ( W = 17.15 8" DI 80 E = LID 19.97 / VERTICAL DATUM 1988 (NAVD88) =NGVD29 + 3.60 FEET. OT 14.9 "�5r�6.1A 3.7' 3.7' INNE DIMENSION 4.5' 4.5' IN EN ON \\ \ '\CONDUI \ \ WATER STEA VLT / 2.7' D LID - 1 801 # ' 2.0 LID - 14678 \\ r O / 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, 1 El 21 LF 8" SLOT DRAIN ' ID = 19.25 q" Dip WATER EVEL = 14 32 \ ATER EVEL = 19. 7 ZO COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY i IE=17.15 12792 SUMP 12.82 SUMP = 14.47 \ / I EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL i / SLOPE=0.00% W F 1 WTR PIPE I.E.= 16.2 8" STM PIPE I. = 17.25 WATER LT ID = 1 .91 1 1 �\ Q 6'� \ \ �ox�o O / GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE WA R LEVEL = 15.75 .5' NNER DI ENSION 1 O OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR No.73� �P \ - 3 SUM = 15.25 _ X 2. -1 677 \\ \ o �� COMPLETION OF CONSTRUCTION. D N TO � ' ' \ I . = 16.21 1 \ A ER LEV L - 6. 1 \ �O 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, VLT U = \ ENTRY �UTILID R A ABBREVIATIONS, AND GENERAL NOTES. M501-6B \ \ ° LID 19.98 5��ti. ♦ \ v ° 4.5' 4 DI ENSION \ \ \ / /� 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A 6"r�R THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL 2.8' LI - 1 676 v \ W F \ HaW AIR A>b 1 1D \\ �O AND GRADING INFORMATION. WATER EVEL TOP 010 SE� / / O r ♦ \ _ -_ _ ® NKN_ 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH OWN M SUMP - 15 / LT ♦ 19.4o�9 _ - L = 20.01 IRE VA LT "F �PP� v� 6'`� / ,// C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. L D �' - .0 F♦ \ AM 5H \\\ 1. 5' DI LID - #1 675 P F v� # 27 %� _ CO �` // 6. SEE UTILITY DETAIL PLAN SHEETS M501-1 A THROUGH M501-1 D W TER LEVEL = 18.05 _ -'� F \\ \\ \\\ WATER VLT 1 SU P - 15.85 . - = - �` Cp \ LID = 19.92 MO FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 2"S R O \ \ 2.0' X 2.0' SOLID LID #14679 _ P `� ° / ,' / 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT ® O FEATURES, AND SIGN IMPROVEMENT DETAIL. WATER VLT (4) S c� �'\% ANDO D BANK PER ELECTRICAL DRAWINGS: �0 FW C al\600-dwgs 'al\Elec\13800v\UNDERGROUND\E500R. \ ` � '/ \ 8' TAoLL�7RAILER WATER/S � \ '�� 9 SP '� BOD 4 ER _ _ 4PF� � i �� � E � b8 ,q ° O v LID = 1 \\ TOP OF L S,''� 0. NA. Ov #12791 \\\ M� P���� ® CW 6, ♦♦ BOLTS STUCK M �d , ;���8 IN /LION F �r 4"C CW� 50. .S� �, ♦ UNABLE TO OP��\ _ SHE 0 3Z Z Pipe No. 479 O \\�FM �'' / %d ' '1�$�cv ' PO C CB -I 4C-02 TOP 19.6 tep PB \ yps ♦ M� X / / RIMS = 20. \ 0" EEL C -03 SS LIFT STA. INV S 16.2 CO ♦ d `n 7.0 X 7.0 NNER DIME / O ° TOP OF CAS 38 SS LIFT TA. RIM 21.86 FL 15.4 u,v,,�'-��' 6" DIA LID / 50.0 WET WEL INV W 9.8t c> O V ♦.0 d� \ TER = 11.15 O �� No. 481 RIM 19.1 SSMH ♦ PAVED PARKING E w CB -I RIM = 19.71 ��%� z � � 50.6 \ LA DER ON (S WALL , �I TOP 19.20 48 DIA tAktRE - TYPE 2 UI INV W 18.40 24" DIA LID - #13329 INV E 17.90 12" DIP (SW) I.E. = 12.21 O / 'F ' NII w BOT 16.5 6" DIP (NW)I.E. = 12.21 50.1 x a \\ r� \ / I DXE HO / WATER LEVEL = 10.71 a L M H 1 G ��» \ �, AIR AT NDON Cn LADDER ON (N) WALL O \ h'PS W LWL_II VI z O Q z_ �I z CD CD ,;o,n / _ CB 479 PMH APR ER A 10 I = 19.53 \ PSPL \ / O ( I - DIA STRUCTURE - TYPE 2 RIM 21.0 \ �� IA 627 P X 2.0' LID - #19800 0 L BRICK CONSTRUCTION 0 _)P' L CP (E) I.E. = 15.08 1 P (NW) I.E. = 14.98 SQ F� 2' (SW) I.. = 1943 LLJ MH-G �\ / / ��O TE �+ RIIM 21.1 R �Z n O \ / BUILDING 4-17 O SDMH-G-�8 ABAN 2SJ / SFM 0 Q�0 I W 4L) 14 0 5 RIM 21.2 17 c> INV S 17.4 '' �`3 / 1� I I TO INV N 17.0 E 6J �� / 0 ? � / RT 2,6 / S- 401405 6, \ �� POINT OF ITC O \ CO O E KEY PLAN G �� W LT 3 SCALE NONE \ /ci PAVED PARKING P 2 = 24. & 2 6 A B C D E F G H J K L IT S C 10 C I C11 \ / / C12 o /Ty SEWER HOLE C13 ° \\ / `bj C14 - cr �\ OS �` CAU ONCONC / �� �� I C15 Ci C 17 \ \ S R / ' C18 r No. 479A \\ RING � C19 0 CB -I \ / / WAT R VALVE I C20 0 TOP 1" BELOW / ;'�R02-5 / // BANDONED I C21 ADJACENT UTILIDOR. \ 00= / /;' RIM 27.98 ,' �� C22 INV INS C23 0 �� C24 t i o 0 C25 C26 »5 a' o / �$ // y �G C27 6 \ , 'v C28 3/4"CO-T C29 PRD �I C30 44jR-401440 B 0 - - IN COMPLIANCE WITH CITY OF RENTON STANDARDS 421 I3er erAI3AM MATCH LINE - FOR CONTINUATION SEE SHEET C15F CIVIL PERMIT SET DEVELOPMENT ENGINEERING + CALL 48 HOURS "� V3 20 0 20 40 n � Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 I \) 1-800-424-5555 Federal Way, Washington98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet Frstraka URFACEWATERUTILITY (206) 431-2300 Fax:(206) 431-2250 2/14/2018 0 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ACCEPTABILITY CHECKED HL 10/09/18 PARTIAL SITE UTILITIES PLAN C180242 U 10/09/18 U MITIGATION HANGAR C180242 ABAM SPT 10/09/18 - AS -BUILT -INCORPORATE REVISION P WS 01/28/15 T� SPT 10/09/18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED T CONCRETE AND ASPHALT REPAIR W4282795 ABAM 12/01/17 Q PARTS MOVEMENT ROAD - RECORD W1855883 ABAM 04/03/15 ® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10 09 18 TITLE MITIGATION HANGAR - ff"A,��CHECKED C14F C31 - INCORPORATE REV I TO DRAWING WS DBS 02/08/18 R 737 MAX DUCT BANK RECORD W1759198 ABAM 04/15/15 RENTON SITE 31271 ° � APPROVED K Iv I Iv J I JOB N0. COMP NO. N REPLACE UNDGRND CHILLED WATER LINES TO 4-21 W1716695 ABAM 07/30/14 S 737 MAX DUCT BANK - RECORD W1759198 ABAM 10/31 /15 SSI c STVRV_ C 180242 ONAL 6 P 737 MAX DUCT BANK - RECORD W1759198 ABAM 07/31/14 - RENTON AS-BUILTS W5365113-34353 KPFF KPFF 01/15/18 APPROVED CIVIL MASTER SITE RENTON, NIA Dwc No. RTN-YD-14F I � I �O I 4 I S _3 S .� t v i , do oil � .� A. � ice" vvvA•_jY�AAAAA �����A--' �p ���\;� \� �-. _ _ : ',mac_' \\\\\\\\\`��\\\\\\\\`` �������\�" T � : 1 • � � � � � � RPM •� 1 1 T "10 I L _ '� 11 • LV.JV P _ p p p 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A INV N�W 19.38 T� Box C UI ° o ° " INV 20. 78 -12" S N THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL N 19.41 1812A-A VAULT D2 ` ° C���•� ®Q. % AND GRADING INFORMATION. 8.56 CO TOP 22.26 � �P 22.60 �� cw 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH W o < C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. z ° ° - 0 1 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D I MH II 0o , CBI .. , I 1 6 TOP 20.8 1 FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. I RIM 21.88 � d . .. 1 I 1 FL 15.30 + ;:::.. n a CW W O IN 18.7 N 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT - �I FEATURES AND SIGN IMPROVEMENT DETAIL. �p C • 6 CW� v INV-19.71 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN Q 3gVN 0 TPA o 2* UP INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE o f 4"CW 13.8KyUGT o CB 694 C I INSTALLED PER MANUFACTURER'S RECOMMENDATION. EMGS 0Gj oo 6 1 LF 6" PVC SDR 35 ® 1.0% I ^� INV= 0? x 9. NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY ASP " 2 675A-18 INV N 20.4 62PVC OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES GA 2' W CB TYPE 1 1 S 20.4 SD ARE NOT REQUIRED. CO „w F� E No. 687 MH 6" GATE VALVE W/BEEHIVE GRATE BOT 1 P 2 CBI 216 Q AV- -04) : �? 22.4 RIM: 22.80 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE . CS TOP 21.21 N: 183559.37 SD CLEANour I SM60 AND SM60BH OR APPROVED EQUAL. U F, E STING ELEPH C N 18.8 ■ RIM=23.34 CO DUIT CS -� 6 A 675. E: 1300505.26 I 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS BL W-OF INV S 18.7 1,. _ IE (E) = 20.15 (8" HDPE) 3• BOT 18.3 1 /4 UP LTG ' EX CB TYPE 1 L 4 PVC %� IE (W) - 20.15 (8" HDPE) AT BIORETENTION CELLS. C : �... RIM: 22.48375 w :B N: 183557.77 INV=19 21 IE (N) = 20.15 (6" UNDERDRAIN) IM 22.4 1 CB c° .E: 1300442.63 691 N .1' X 1. NER DIME SION - TOP 1.67 TL;, _� BIORETENTION CELL PER DETAIL 1 ON SHEET C501 6E B-I N 18.6 CIE (N) = 19.84 (12' EX CMP) YPE - 768 - 1 °' I 18 5 N , ARE UP IE (S) = 19.82 (18" EX CMP) x CO r - I U 2� BIORETENTION CELL PER DETAIL 2 ON SHEET C501-6E OP 21.85 CO .IE (E) = 19.84 (8 HDPE) PV (E) I.E. = 0 I, it NC ASPHALT INV W . CB-61 N, `�/'' 2Q LF 3 12" C P (N I.E. 4 I' I U 3� BIORETENTION CELL PER DETAIL 3 ON SHEET C501-6E .91 LLJ No. 696 INV W CAP 20.0 BOT 7. OP 21.3 � 11. 22.35 674E-18 C SDR 3 0.4� " P V (W) I . E. 1 .5 I = 2 I, I 4 BIORETENTION CELL PER DETAIL 2 ON SHEET C501-6F CB -I BOT 19. 8 M 0 CB TYPE 1 6*FC I cn TOP 21.8 6'• S'1� / I� URIMBE22174 GRATE I 63 LF 8" HDPE LwL_I INVN S 18. 1 21.79 =N:183495.42 I� CONSTRUCTION NOTES E: 1300512.48 z 674 IE (E) = 19.93 (8" HDPE) CDG LTG 1 _ CD 1 CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING S INV S 18. EX CB TYPE 1 L IE (W) = 19.93 (12 HDPE) STRUCTURE AND PROVIDE ALUMINUM FLAP GATE AT NEW BOT RIM: 22.62 73 PV(IE (N) 19.99 (6 UNDERDRAIN) 10 LF 12 HDPE INV=19.78 PIPE CONNECTION z 1 .0 0 6" CO 2 CO 6" N: 183501.04 CJ COXCo Co0 o E: 1300442.51 3 CO 6° VC I z 2� PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH 1 2 IE (N) = 19.79 (18 EX CMP) 1 I U BEEHIVE GRATE HH IE (S) = 19.79 (18" EX CMP) 4 U ASPHALT IE (SE) = 19.79 (12" HDPE) Q::� 3� PROVIDE 4" WIDE WHITE LINE FOR PARKING STALL FOR NEW N 18.5 CW U - - U INV 18 9'x2O' PARKING STALL rn �0 685 rl - r - 1 Z INV SW 1 %CB -I 674A-18 22.7 li it I I B� PROVIDE WHEEL STOP a 60T OP 21.31 2 1 I I 6" A CB TYPE 1 3 li i I I I I I W No. 693 „M G -W/BEEHIVE GRATE ,� ;I I I z CB -I 6 S �' 2" UG 4-66 RIM: 22.08 / CB-695 Isis, ^� - TOP 21.20 ®� -�---- „ W-401406 2 UG SPARE N: 183495.08 TYPE 650 ` 62 LF 12 HDPE _ 6 E: 1300450.03 673 TOP=22.72 IE (N) = 19.83 (6" ELEVATED 1 INV=20.72 2 ~ UNDERDRAIN) RI CB TYPE 1 L 73 S-401406 � RIM: 22.67 NV W /� 19•5 \ N: 183443.19 RIM B 67 64 IE (NW) = 19.81 (12 HDPE) RIM = 22.66 OT 19. IE (E) = 19.81 (12 HDPE) E: 1300442.50 : ;:1�,';': 2.1 X1 7 INNER DIMENSION 2 - KEY PLAN #77533 IE (N) = 19.77 (18" EX CMPK-*-. # UN BLE TO OPEN SCALE : NONE 55 LF 4" PV ®0.0 18„ CMP (N) I.E. 3 7 IE (S) = 19.77 (18 EX CMP) IE (SE) = 19.77 (12 HDPE) (S) I.E. = 19.77 A B C D E F G H J K L S 4 28 LF 12 HDPE VAU ` N, 22.75 - I C 11 673A-18 P STL UP U r U C12 o ASPHALT n � 2 I it i No. 692 CB TYPE 1 CB-6 6 3 I l C 13 ° p 121.73 INV W/CAP 20.4 0 W/BEEHIVE GRATE RIM: 22.31 TOP=2 .75 I C 14 BOT 19.6 N: 183431.05 IM672B-18 ' S1S C15 1PH OYE 6 p E: 1300467.93 2 ` 80 LF 12 HDPE - 6 GN 1 IE (NW) = 19.83 (12" HDPE) / CB TYPE 1 C16 W �® IE (E) = 19.83 (12" HDPE) W/BEEHIVE GRATE C17 3 IE (N) = 19.91 (6" ELEVATED RIM: 22.80 SDCB 672 .C18 N: 18338389 ° UNDERDRAIN) RIM 22.63 ' MF D3 E: 1300495.93 2.1' X 1.7' INNER DIMENSION C19 0 IE (E) = 19.81 (8" HDPE) 1 - - TYPE 1 IE (W) _ 19.81 (8;' HDPE) 8" C P 1 19. 3 I C20 0 PH IE (S) = 19.81 (6 UNDERDRAIN) 8" C P (S) I.E. 19. 9 CON C I C21 15 LF 12" HDPE 4-75 C23 0 No. 683 C22 _ 672 - No. x 1 EX CB TYPE 1 L : �: - -11-48TOP RIM 21.21 BOT 16 76 RIM: 22.65 : •� ::_ C24 INV W 18.20 N: 183385.19 :. _ 1 1 I C25 CO 1931 E: 1300442.32 CB-6 9 672A-18 (/ I I 1 No. 691 INV S 18.20 CB -I IE (N) = 19.63 (18" EX CMP) TYPE 2 I \'� I I� I I I C26 TOP 21.8 32 IE (S) = 19.59 (18" EX CMP) TOP= 16 CB TYPE 1 I I 11 I INV N 18.3 ? _ °° I 2 6 W/BEEHIVE GRATE / I C27 SEC84 N 684 (,tl IE (E) 19.59 (12 HDPE) RIM: 22.30 ( � J 41 INV E 18.3 CB -I A ` C28 BOT 17.3 �S TOP 1.46 N: 183384.31 3 �n - - - SDC r-6rr - �* GQ� 1905 " E: 1300457.78 / - C29 82 r, 22.02 INV 18.1 59 LF 4 �ii RIM - 2 2.71 FH45 2 INV N 18.2 IE (W) = 19.62 (12" HDPE) 38 LF 8 HDPE 2.1' X 1.7' INNER DIMENSION I C30 No_689A96 !s S� BOT 1 .0 Q 6 A IE (E) = 19.62 (8" HDPE) 4 TYPE 1 - # 1 - CO 293 CB II-48 �,A NZ �Gl� x IE (S) 19.85 (6" ELEVATED 18" CMP (N) - 1 .56 R-401441.38 TOP 20.30 E`,o "° 1 ,c'�S UNDERDRAIN) --18�CMP (S�E. = 1 53 INV S INV S 14ASPHALT BOT 15.30 30 51 _.80 _ _ _ _ _ _ _ 4 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerABAM MATCH LINE - FOR C 0 N T I N U AT I 0 N SEE SHEET C 18 E CIVIL PERMIT SET DEVELOPMENT ENGINEERING + 20 0 20 40 CALL 48 HOURS "� V3 n Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 I v 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet Frstraka URFACE 12/14WATER 2018UTILITY0 (206) 431-2300 Fax: (206) 431-2250 12/14/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ACCEPTABILITY CHECKED HL 10 09 18 PARTIAL SITE UTILITIES PLAN C180242 N 10/19/18 M MITIGATION HANGAR C180242 ABAM SPT 10/09/18 F D-35 ENTRANCE J#140882 REI DED 12/12/07 T� CPT 10 09 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED N MITIGATION HANGAR -CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 G DRAWING OF RECORD J#140882 REI DED 12/12/07 ® ���`� c°>� APPROVED BY DEPT. DATE BEENEER 10 09 18 ff"A,��CHECKED C 17 E C32 TITLE MITIGATION HANGAR B PARKING LOT 15 REI DED 03/12/04 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 "1() w� RENTON ' TO A ' SITE T� ,�� 31z71 �° �q, APPROVED K Iv I Iv J I JOB NO. COMP NO. E LOT RECONFIGURATION J#031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14 SSI�sTCR�G C180242 ONAL 6 D DRAWING OF RECORD J#031098 REI DED 11/04/04 K PED PATHS & PARKING - RECORD W2651523 ABAM 05/01/15 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-17E . • 1 - .. II II WMH I I I I III 00 I I•) I 3 � I I 35 -12" I I N 12 ®0.% 42 LF-12" -12 ® 0.5% ' NO TOP A INV .31 BOT 19.7 I I W I I VL T � STS I I II I I o I I I 1 I I I I 1 � I �I - - U wSISI' l w 181 LF 8 HDPE - 61 PI 1 I I z 81 LF 8" HDPE O < I I z i z CO j I it of 1 � I I CD I I I I IIII � z l I I II i = 81 LF 8" HDPE Q I I �I x I ilil 2 I I � I I III IrJ ... _ loll Il1l111 • : 11 „ • ' Ili%� i i1 oil ■v - I �51 POIWER C.�THODIC ILI I� I I I I . 118" Sd CD o I � I I I o I I I � LUIq I I I I zl� I I I N I i T. X HPW � I � I 11, PIV 3" PVC DRAIN OWER AND TIE LINE IN O PIV IN CASING O PIV (2)WMH RIM 27.2 �I I I �- -Z I I I I T I I - QII I N I I I z I I _T �� I M I I I w I I = III I I I > I I I M: I Ij<I II I I I IQ I I =I SCV �� I i i II i I i � I j XiI I j o ul I I I IPIV N III VLT SCV II I I I I i I i1� I I I C I I I I WV III' i I I > FH I Ilc� I I I I I l a l w I 0 > I I o II I I I VLT t o IN N j _ Z w II I I I I IN I m lU o I�y I I I I I I I N�o If I I I I I to I III I I I I I I I I I I I Oil J I I x l I VLT I I I I SCV q o I 1 24" SDI I l i I I I 672C . 18 1 NIL I` III CB TYPE 1 W/BEEHIVE GRATE I 11 RIM: 23.20 I I N: 183383.74 _ �I 1 90 LF 8" HDPE E: 1300585.93 _ o I I I I I I IE (W) = 20.26 (8" HDPE) I c IE (S) = 20.26 (6" UNDERDRAIN) z I I cn MATCH LINE - FOR CONTINUATION SEE SHEET C18F 1 I II I i i 111� I � I I Cq III 1 � i I I I III mmomm ■■MO.. E 1 W/BEEHIVE GRATE--ml. o c�- �1; •• �Ililonil�l�: 1 : HDPE, IE (N) = 20.53 (6" UNDERDRAIN) iI I 2 CV U cV No. 535 DI TOP 24.93 No. 537 No. 536 - SDMH-G-48 TOP 25.13 RIM 25.24 INV NW 21.59 INV SW 21.64 INV E 20.34 INV N 20.4 INV S 20.4 BOT 18.9 11II � 673B-18 1 CB TYPE 1 W/BEEHIVE GRATE RIM: 23.00 N: 183433.30 E: 1300548.30 IE (W) = 19.99 (12" HDPE) IE (N) = 20.25 (6" UNDERDRAIN) I x i ber erAI3AM �� CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE M MITIGATION HANGAR C180242 ABAM SPT 10/09/18 F D-35 ENTRANCE J#140882 REI DED 12/12/07 BOE,AV" 0 N MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 G DRAWING OF RECORD J#140882 REI DED 12/12/07 B PARKING LOT 15 REI DED 03/12/04 H UPGRADE 20 SCALE SITE PLANS (DHA 09-1637) 9488981 AAC DAH 04/30/10 E LOT RECONFIGURATION J#031098 REI DED 10/11/06 J GATE D-35 AND BADGE OFFICE -RECORD W1855850 ABAM 11/30/14 D DRAWING OF RECORD J#031098 REI I DED 1 11/04/04 K PED PATHS & PARKING - RECORD W2651523 ABAM 1 05/01/15 III UGP GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. X 1 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A X THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 1 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATION. 9. NEW TYPE 1 IS IN BIORETENTION CELLS SHALL BE PER CITY OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES ARE NOT REQUIRED. 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE 1 SM60 AND SM60BH OR APPROVED EQUAL. I 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS X AT BIORETENTION CELLS. BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6E I 2> BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6F CONSTRUCTION NOTES N 70i PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH 1 BEEHIVE GRATE PROVIDE 4" WIDE WHITE LINE FOR NEW 23'x9' PARALLEL PARKING STALL W-401407 L I S-401407 I KEY PLAN SCALE : NONE A B C D E F G H J K L I C10 C11 C12 C13 C14 C15 C16 D C17 C18 C19 C20 PILE I C21 C22 O C23 C24 C25 C26 L E C27 C28 C29 C30 CIVIL PERMIT SET V3 20 0 20 40 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet DRAWN DATE SUBTITLE ACCEPTABILITY CHL HECKED 10 09 18 THIS DESIGN AND/OR PARTIAL SITE UTILITIES PLAN SPECIFICATION IS APPROVED SPT 10 09 18ENGINEER TITLE MITIGATION HANGAR APPROVED BY DEPT. DATE BEE 10 09 18 CHECKED APPROVED RENTON SITE APPROVED CIVIL MASTER SITE R-401442 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 0 SURFACE WATER UTILITY rstraka 12/14/2018 CURRENT REVISION C180242 SYMBOL N DATE 10/19/18 SHEET C 17 F C33 JOB NO. C180242 COMP NO. RENTON, WA[6WG__N_0. RTN-YD-17F MATCH LINE - FOR CONTINUATION SEE SHEET C17E - - J - - 22.88 - - x - „ r -�-� ,� �I - - -� GENERAL NOTES 5'GMP 4 \ 671 29 LF 12 HDPE I I I I 61 1 \ 1 I \' I I, i I 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, \ EX CB TYPE 1 L \\ I I I NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL \ RIM: 22.72 DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). \ N: 183326.82 2 671A-18 \ul I VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN \ E: 1300441.96 CB TYPE 1 -JC, - VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. � IE (N) = 19.56 (18" EX CMP) W/ BEEHIVE GRATE I 4-75 o cp; cn CONC IE (S) = 19.53 (18" EX CMP) RIM: 22.40 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, o Ln -IE E = 19.56 12" HDPE N: 183321.41 No I COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY LANDING z \ () ( ) E: 1300470.57 34 LF 8 HDPE -I B 670 EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL �+ IE (E) = 19.61 (8" HDPE) 0 - = 22;65 I GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL ASPHALT � TOP 2.6X 1.7 INNER DIME BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE CONC STAIRS \ IE (W) = 19.62 (12 HDPE) 19 - #77333 1 \ IE (N) - 19.69 (6" UNDERDRAIN) x 3 INV E 19 4 TYP OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR - 18" 4 I.E. = 19 COMPLETION OF CONSTRUCTION. •'J• • � BOT 18. 18" CMP (SE) I.E. = 1 PVC W I.E. = 20. 3. SEE SHEET C501-1A THROUGH C501-1D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 22.85 a1C rv� 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A STS I THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL STS ' �� x 2 671 B-18 I I AND GRADING INFORMATION. &�G 8 DI CB TYPE 1 \ \ W/BEEHIVE GRATE I 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH r, RIM: 22.70 I C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. METAL STAIRS � S I p \ N: 183321.36 \ I A„ E: 1300504.83 46 LF 12"HDPE CW 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D p ` \ IE (E) = 19.78 (8 HDPE) SDCB 69 FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. LOADING \ �'= SAS " RI = 23.5 C' 1 \ , GQF.e \ IE (W) = 19.78 (8 HDPE) IA ST CTURE 'O N • 6 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT ELEVATOR \ N 1 5 IE (N) = 19.95 (6 UNDERDRAIN) - - 1-2x .5 T \ TYPE 2 - # 7308 >, FEATURES, AND SIGN IMPROVEMENT DETAIL. \ o Lp 18" C P (N I.E. = 7 07-52 18 C P SE I.E. = 7 59 LF 8" HDPE 8. ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN �^ \ ( ) IIVV NW LU.O x INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE WALL INV SE 20.4 1 INSTALLED PER MANUFACTURER'S RECOMMENDATION. 2 670A-18► 3 S��BOT 19.7 1 ' ASPHALT 1 670 CB TYPE 1 S 9. NEW TYPE 1 CBS IN BIORETENTION CELLS SHALL BE PER CITY • CB BEEHIVE GRATE OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES EX CB TYPE 1L ARE NOT REQUIRED. ��J \ RIM: 22.57 2" UG SPARE RIM: 22.68 ilN: 183273.37 No. 68 ��• \ N. 183268.50 • _ 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE \ E: 1300442.36 �E: 1300487.87 CB II 48 \� IE (N) - 19.35 (18" EX CMP) IE (E) = 19.44 (8 HDPE) 07- 1 J SM60 AND SM60BH OR APPROVED EQUAL. c I \ IE (SE) = 19.32 (18" EX CMP) IE (W) 19.44 (12" HDPE) � NW 20.45 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS IE (E) = 19.35 (12 HDPE) I I IE (S)= 1=82 (6 UNDERDRAIN) AT BIORETENTION CELLS. 13.8KV 00 x ` BOT 16.70 / 1 I \ ` / 1 BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6E 3.8KV 6 0 ASPHALT J:... w / 00 _ 0 2 BIORETENTION CELL PER DETAIL 4 ON SHEET C501 6E 1 I L �! BOLLARDS 4 � U () r'. 1 I .�3 t• 1 V NIEL13 .8K V 3 BIORETENTION CELL PER DETAIL 2 ON SHEET C501 6F FH35 P 0 LLJ FH L C w w 4 BIORETENTION CELL PER DETAIL 3 ON SHEET C501-6F 0 0 PIV i �4 " n o 0 C / W 41 F W FW SEC39A � 0 �H 1 / 1 s JE` AN, 6GN SEC38A " " - 4- - CW r' x CONSTRUCTION NOTES 480V PWR - -CW 4 8 CW 8 FW 4„ W r faN FW F - - - - - / 1 Iw A A - 480V PWR 9 CW - - - - - - Cn 6 A A A a r - - - 480V PWR - /-480V PWR c� - ,� , ._ ..5 :''' A J l SEC39 CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING o ::: •: ....: ,... VAt 6 A f •� O STRUCTURE AND PROVIDE ALUMINUM FLAP GATE AT NEW LL J• � a + UGT + UGT - J UGT :., .� � ... ..:. _ , ,..:., -: � :..-a.. .> :< :.:• .:��.' .•.�..ti.;_..: ,� ..•....,•:..': o o .. ...... • .1.... _..: >., . ••„ . PIPE CONNECTION 0 0 o - p Q PAR 4 66 o ( 3 2 UG SPARE x• LI •f z 2 PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH STS - » STS 1 - x S 8 rn_ STS TS BEEHIVE GRATE X r. 18 � x T � S i z :::,;... �. 0 .......... PROVIDE 4 WI WHIT IN FOR PARKIN TA FOR NEW .......... ..... ......... .......... ......... ..... ......... ..... .. ......... ... ti, ,f< U 3 0 DE DE E LINE O G STALL 0 E ..fY �I,vr v 7v .� r,•• �,r .•t •. / 9 x20 PARKING STALL 0 0 0 0 o 0 0 0 o ® n= (n O No. 54 / INV S, 0 40 / No 662 N w SDMH ROWS- 10 No. 65 � / �\\\ Fl�' 1 .35 / TOP 3.64 1 OP 2120 M RSR W T P 24.60 ; 1, C 6#6, GND NV E 21.8 Iw I I I V EN,�17.3 INV N 20.8 /� , FL 19.9 z W-401408 INV W 17.65 NV 6 E 17.8 \ eor 13.9 FL 17.80 S-401408 r, KEY PLAN cr :z,• } cr SCALE NONE `moo i " PVC 3#6, #6GND A B C D E F G H J K L moo\ r 1 C10 ® r/ o 1 r UP, C11 r �r r' C 12 \ o T•' •f �/ � C C13 ° U C14A_ n - a N r I C 15 .8KV I C16 r r r r rrr moo\ i r r ti: f 1" PVC 3#6, # r , r � r r r r r o � C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 r I C30 �� r ,� R-401443 -. - - - - - GOMRLIA CZ-\AATH-CIT-Y-OF Q,�^ITn STAAIDAR S iBergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING + 40 20 0 20 ALL 48 HOURS V3 Ann Fowler 12/14/2018 t E F O R E YOU DIG 33301 9th Avenue South, Suite 300 N 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 Scale feet Frstraka URFACE WATER UTILITY (206) 431-2300 Fax:(206) 431-2250 � 12/14/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS ACCEPTABILITY CHECKED HL 10 09 18 PARTIAL SITE UTILITIES PLAN C180242 O 10/19/18 N MITIGATION HANGAR C180242 ABAM SPT 10/09/18 J AS -BUILT 4-75 LOADING DOCK MODIFICATIONS 1068510 MJS - 10/27/10 T� SPT 10 09 18 SHEET w of WAsx�� G SPECIFICATION IS APPROVED 0 MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 K FIRE MAIN REPLACEMENT 11523990 MKA M.J. JONES 06/29/11 ® ���`� c°>� APPROVED BY DEPT. DATE ENGINEER 10 09 18 TITLE MITIGATION HANGAR C34 CHECKED C18E F ISSUE FOR CONSTRUCTION J#030198 REI DED 06/04/04 L DRAWING OF RECORD 11523990 M.K.A. M.J. JONES 4/00/12 ,� w� RENTON A ' TO A ' SITE T� �� 31271 ° APPROVED K Iv I Iv J I JOB NO. COMP NO. G DRAWING OF RECORD J#140882 REI DED 12/12/07 M REPLACE FIRE MAIN AND HYDRANT W2544587 KARALUS GAK 05/08/14 Ssi olSTf AL �G C 180242 AL 6 H INSTALL 3 BENCHES 10571988 PJG - 05/04/10 - RENTON ASBUILTS W5365113-34353 KPFF KPFF 01/15/18 APPROVED CIVIL MASTER SITE RENTON, NIA DWG NO. RTN-YD-18E 010 13.8KV I • • l • ' •• •■ NOME 26.5 INV SW 2 MH • , , �1 IMH B113. .. rl���r� .. �i■I � ' Inl�■ r II'� .����'�I��R- �■JI����[ � �l.r'f••�I�I®�� (1 �I��c���11.�j� � �iii•aw � . 11 �..��o/��� ::..ar.■���■ir���7.��1/ .u.nww.��i ,L!s:�i��.rw.�.n 1'I �I��I� f�71■�� � I t� !I : : � II `-!YID � �� _fie � __.�� _ I_:ar� ii.-i-e�:r. •rs�e.w�■w� ��i��� 17 �m1l=mp ���•►7.191ur�� / • i � 11 � l� j -iii��=w�-1(■�i07�:� ���ca��'_� ocug�!,_,II�����I■w•■w+a _ ■•ne.eu-r.�l"�_!�!!�!�� ��:C�/ � RIM 27.1 J ` • 1 p_� • UGT(STILL ACTIVE) • 1�INV E 20.13" • �,� I RIM 26.00 ! �d. � II it -Q '��/� .�� \ ►I•►ti�` � � 'i . . INV N 20.90 , • /. d/ �(rV� ► y.► ��-'� ✓n�� ` � •� /di 1�LL-Y r, [�i/d o ..� ao •r:��� y���.. , � .,� . v�'� ► ► �rS v♦ ..%' - •T n r ,. 1�/ +.4 ✓t�. ► 7 AID/[:I/l.!/�%ry�`,�.I/A4��N�%�il�:�r aa'1la!-. j ). `'►ii.�r�i.►i�i �: .�i�i_►I `� `� • • • .• .• 1 ,, Jl�r� i��dt l��►�� r�I ���!�)`� "'•', `�'• i�i �e�•!�f ;:!�� i, �t�•.. - - e <.��i-.. �'.:!1„�1����'.'v �i�►�i `,�•�/ - • ■ J®..�O �i�I�j i°��.�I�• •JI1.1 • p��1 - t �i-.'. ♦ '� �.� Vie, z� •qi i. �A/.r.A� •� : • ■• 1 • G • , i ��Ia•�;. �I� ,�: inU�. ��� G���r•��I►�♦ Iri ��•'•ly:. ������ /��i.'On ai l ��j��•��.. ���0 �•. �I ��_ E ���Ir . 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VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL .5 I BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 2" 3. SEE SHEET C501-1A THROUGH C501-11D FOR LEGEND, 4 ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL PILE AND GRADING INFORMATION. 3 8.8 5 C501ST STORM DRAINAGE OR STORM SYSTEMIMPLAN SHEETS ROVEMENTMPROVE ENTCDEETAI . THROUGH X I 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 26.3 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. No. 360 DI 8• ALUMINUM DRAINAGE FLAP GATE SHALL BE WATERMAN "01-69 - I INDUSTRIES AF-41 TYPE 6 SPIGOT FOR HDPE AND SHALL BE 26.4t TOP 26.2Ek I INSTALLED PER MANUFACTURER'S RECOMMENDATION. INV N 24.2 INV N 24.10 ACT 24.2 BOT 24.10 9. NEW TYPE 1 CB'S IN BIORETENTION CELLS SHALL BE PER CITY 2 LOGGED OF RENTON STANDARD PLAN 200. AIRCRAFT RATED STRUCTURES X ABANDONDED ARE NOT REQUIRED. TELEPHONE CONDUIT MISSION 10. FRAME AND BEEHIVE GRATE SHALL BE OLYMPIC FOUNDRY TYPE - - - - - SM60 AND SM60BH OR APPROVED EQUAL. 1-� RJR FW �MA- & 11. SEE SHEET C501-6Q FOR EXISTING PAVEMENT GRADE DETAILS A AT BIORETENTION CELLS. IWFM Ff IN => BIORETENTION CELL PER DETAIL 1 ON SHEET C501-6E .1 �ER, TY BIORETENTION CELL PER DETAIL 3 ON SHEET C501 -6F 1IVER, ;r �• It = -�1 rTYP CONSTRUCTION NOTES &'PAP PROVIDE STORM DRAINAGE CATCH BASIN TYPE 1 WITH BEEHIVE GRATE PROVIDE 4" WIDE WHITE LINE FOR NEW 23'x9' PARALLEL PARKING STALL AM-.I� •-.�I RUN COMPACT an :. ���i��'ill , +' .� III . • • • .. -401409 k, IS III • . • I •• 1*.'°� r�;!;;ti�:,=�/.-��1INV SW 23IW -p -•• ► r► %dll 1 - �, 1 • ( W ICI � II � l� Q TEL. VAULlI ❑ 1 ABA w r N PSQ�P� MH 15 4-74 BRUSH IF IF11,8PUFA 0 SCALE NONE 1• ■ 4.1N. - ; ': IIIIIIIIIIIII 1111111111111 `I`I`�'�'� `�,,A B C 1 � v6u C12 ,�:,► ,.! (IIIIIIIIIIIII IIIIIIIIIIII 1 1111111111111 IIIIIIIIIIIII IC - o �� r.0 C1 in �� ° / IIIIIIIIIIIII 1111111111111PAP .� - a� • „;� ,f 111111111 I I I I I I I I I I I IIIIIIIIIIIII 1111111111111 ,�IIIIIIIIIIIII CB-ISIC; , ;•�,%'+•,�/ i.� .1�►�i �;� i►I1�.•�. ►!sIV I p i• o ( ►; ��!' . Mil • ., (III �' 11111 Iw�i { "�'► 111 IIIIIIII t- �... IIIIIIIIIIIII r,�:� VAr ho +SA C26 ,�; ail I 1 306A ���� )�.QII; �ll NO 294A • ,�.,���' �_ IIIIIIIIIIIII .' IIIIIIII �■���"- . IIIII . • , if;� ,��; ... 11 1111111111111 � ' • . .� i ,;;,�;�IRRIGATION IIIIII�III��.� , �F. f/_■1'11 .. i /®'� ��'fir'"'� •INICK G- •UNDCOVER, 27.70 -401444 .,/i J. BergerABAM CALL 48 HOURS �� B O 0 R E YOU DIG 33301 9th Avenue South, Suite 300 1-�00-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 M sQ REVISION APPROVED DATE sM APPROVED MITIGATION HANGAR C180242 ABAM SPT 10/09/18 L UPGRADE 20 SCALE SITE PLANS (DHA 09-1737) 9488981 AAC DAHD 04/30/10 R MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 M RECORD DRAWING PARKING LOT 20 RFI 14 J#120147 DED REI 05/08/13 H DRAWING OF RECORD J#030198 REI DED 11/04/04 N PED PATHS & PARKING -RECORD W1759198 ABAM 05/01/15 J RECORD DRAWING - 10-80/-90 DEMO HGI/ROG DAH 07/20/07 P 737 MAX DUCT BANK - RECORD W1759198 ABAM 10/31/15 K RECORD DRAWING - REMOVE DOMESTIC & FP WATER HGI I - 12/15/08 E I PARKING LOT 15,16, & 17 J#130306 REI DED 09/30/03 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CIVILPERMIT SET DEVELOPMENT ENGINEERING 0 V3 20 0 20 40 Ann Fowler 12/14/2018 N DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet SURFACE WATER UTILITY rstraka 12/14/2018 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY HL 10 09 18 PARTIAL SITE UTILITIES PLAN C180242 R 10/19/18 WP• T THIS DESIGN AND/OR CHECKED �,���'� SPECIFICATION IS APPROVED ESHI NGINEER 10 09 18 TITLE SHEET APPROVED BY DEPT. DATE BEE 10 09 18 MITIGATION HANGAR CHECKED Cj 18 F C35 31271 ww RENTON N TO N SITE JOB N0. COMP N0. ��ss�oNAL APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-18F 7 0 CV 00 O N W 0 O 0 L, E m Y 0 0 m A 0 ca J i n u CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG MITIGATION HANGAR i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION BY C180242 ABAM APPROVED I DATE SPT 10/09/18 SYM REVISION MATCH LINE - FOR CONTINUATION SEE SHEET C501-513 BY I APPROVED I DATE P. of WA �f ""A//V" x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE 10 0 10 20 scale feet ATE SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE I C(`CNIF) 0 14.5" THICK CEMENT CONCRETE PAVEMENT 14.5" THICK CEMENT REINFORCED CONCRETE PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-5D FOR PAVING AND GRADING DETAILS. 4. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL I� C501-5D 2 REINFORCED CONCRETE PER DETAIL 1 0 C501-5D 3 SLOTTED DRAIN PER DETAIL C501-6D �� PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE STRUCTURE PER DETAIL C501-6D C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401445 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING 0 NAnn Fowler 12/14/2018 PAVING AND GRADING PLAN MITIGATION HANGAR RENTON SITE SITE C180242 J'IV'UVLO R I Q v^ L 10/09/18 C'I01-5A C36 JOB NO. COMP NO. C180242 DWG NO. RENTON, WA RTN—YD—0501-5A • L0 m O O 00 T X, u 0 H C0 Q J W H H CIVIL MASTER T It W N 00 0 N C U O E 0 c 0 a� c� in cv J MATCH LINE - FOR CONTINUATION SEE SHEET C501-5A 1 a a o 19.33 II 4 1 a � a 9 p '3'-`91 1 6 6 0 6 a 1 o a 7 5 19.35 a � a o 0 / 1 a 3 4 0 0 0 0 o 0 o nan a o o 1 79 p� �916 0 a �92 0 a❑ a a 1 0 0 0 0 o a o 1 a s o 6 1\.33 19.35 17 N: 185506.46 E: 1300200.7491 N: 185497.80 E: 1300167.3071 SEE APRON R FOR CONTINUATION 1 1 2 1 r— /-\r— Nlrl 14.5" THICK REINFORCED CONCRETE PAVEMENT p 14.5" THICK CEMENT CONCRETE PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-51D FOR PAVING AND GRADING DETAILS. 4. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF CURB UNLESS OTHERWISE NOTED. RN C PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE 1 F__ STRUCTURES PER DETAILS ON SHEET C501-6J. Z PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL C501-5D BUILDING 4-87 1 O (PROPOSED) 3 REINFORCED CONCRETE PER DETAIL O- C501-5D 4 SLOTTED DRAIN PER DETAIL I� 0 C501-6D 5 PROVIDE REINFORCED CONCRETE COLLAR 11 o AT DRAINAGE STRUCTURE PER DETAIL C501-6D I-- _� MATCH LINE - FOR CONTINUATION SEE SHEET C501-5C © SEE BUILDING PLANS FOR HARDSTAND CURB C10 C11 C12 C13 C14 C15 C16 C17 C18 C19 C20 C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE A B C D E F G H J K L R-401446 IN COMPLIANCE WITH CITY OF RENTON STANDARDS QJ, I3er erAI3AM CIVIL PERMIT SET DEVELOPMENT ENGINEERING +CALL 48 HOURS �10 0 10 20 V3 Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 I \�� 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 (206) 431-2300 Fax: (206) 431-2250 Scale feet SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P. THIS C DESIGN AND/OR CHECKED HL 10 09 18 PAVING AND GRADING PLAN C 180242 0 R G 10/09/ 18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 w� of WAgh�-� SPECIFICATION IS APPROVED SPT 10 09 18 SHEET OD � APPROVED BY DEPT. DATE BEENEER 10 09 18 TITLE MITIGATION HANGAR CHECKED C501-5B C37 STf RENTON SITE �o R 31271 o ww JOB NO. COMP NO. ���SIONAL �APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN—YD—0501-5B MATCH LINE - FOR CONTINUATION SEE SHEET C501-513 a- �- - - o- - - - - - - - - - - - - - - - I a �19.5 a BUILDING 4-87a1 II 9 (PROPOSED) `V i19o o o99°9 9 9�7g o a 19.154I I IIIIII1 '7IIIII 1 �7 .19.00 o ) o %' a /� a a o I o I I a .o a 7g 79 11 2 9Q 0 N1, 11 ( / o Ia a �a a o 19.a a 0 19.18�I __ _ 11 9 9 f 19.8 9 917 9 9 9 9 0 9 9 9 �9 / 9 9 a 9 / �p \ .*79.9 6S a �2 a �7 7iS o S a o 7S 1 �9 JS \ 1 1S a 1S7A o >> 19.22 N: 185455.18 I o I a o a q IQ a o a a 19.06 I 00 E: 1300224.0916 0 o a00 v17 I17 1 a 7 9.0. a a 0 1 o a a 19.58 1 a o I r �a f1 19.56 1 \ a a a �� J \ 9.8 0 18.90 8 8 0 9 9 0 's 0 1 8 9 9S 1 a 08 ap �� OQ oa 89S �9� 8`91`�S 9 2 0 3 9 1 SS '� a / a 19.57 1 �U PEN D 2 O O a o a � ° o z_ 77 IN: I00445.35 18.70 a o \ a 18.70 a 17 17 a a E: 1300185.76 - & a o a 1I V O o BEGIN O 8 I +� 9 3 N: 185445.35 I 9p d'2 �I 9ya /p �9Q 9 8A 92 pS C E: 1300185.76 / 19.8 961 I stj 9Q7 19 8 ,975 1 o a a 1 a00 1 a s a � a \ v I SQ a a o B 17 11 ❑ ❑ I �a o to a � � o � �a 1�� / / O 'S 79.9 9 S 96 79 S I A 92] 90Sa9 0 9S o a 88� `99T 97p a �9Q o 88� 7 89� 9p� a a `90> 0 4 9J� a I / I� I� o a a a a � / OI o a � o I 19.25 3 O\ O i I iO I � a o o a � a � \ a o � f19.9 9 9 9 9 9 9 9 0 9 l 9 9 70a o pS p0 �6 0 p� 22 I � � 1 � a >� a 'S' 19.79 •6p 1 � � / � �' a � LEGEND E 14.5" THICK REINFORCED CONCRETE PAVEMENT p 14.5" THICK CEMENT CONCRETE PAVEMENT ASPHALT PAVEMENT GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 � FEET. 0- 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL L-j GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL O BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE Li Co OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION /O OR COMPLETION OF CONSTRUCTION. U 3. SEE SHEETS C501-5D FOR PAVEMENT AND GRADING DETAILS. CL 4. SEE STRUCTURAL SHEET SS01 THROUGH SS07 FOR STORM (D C / WATER VAULT SHORING & STRUCTURAL DETAILS. QF- 5. ALL ELEVATIONS ARE GIVEN AT THE TOP OF PAVEMENT/FACE OF U CURB UNLESS OTHERWISE NOTED. / C) PROVIDE REINFORCED CONCRETE COLLAR AT DRAINAGE 1 STRUCTURES PER DETAILS ON SHEET C501-6K. 00 PROVIDE TIE IN TO EXISTING REINFORCED CONCRETE SLAB PER DETAIL C50�1 5D / 7 3 PROVIDE TRANSITION TO EXISTING HMA PER DETAIL C501-5D ® PROVIDE FULL DEPTH PAVEMENT g REPAIR AT UTILITY TRENCH PER DETAIL C501- D 5� COMBINED BYPASS AND OIL/WATER SEPARATOR WITH REINFORCED SLAB LID PER DETAIL ON SHEET C501-6P. SEE SHEETS SS01 THROUGH SS07 FOR ADDITIONAL DETAILS. 1 O ---- - -- -- -- - - a a o a © MODULAR WETLAND VAULT LID, SEE DETAILS ON SHEET -- 17 �19.9 98 9 19.42 0 a o d 19 02 C501-6M AND C501-6N. O i i i i l i x�� i 9 9 f 9 9 a 9 I REINFORCED CONCRETE PER DETAIL 0 EXISTING ASPHALT i i �S 9] 92 98 1 019 a ��, C501-5D PAVEMENT -19.9 9 1 a 7 I a 7 EC> SLOTTED DRAIN PER DETAIL 2 \ \ 5 19.71 a a J 18.86 o C5001 61- 19.55 / Qo '7 N: 185430.68 N: 185438.62 1 E: 1300435.4068 E: 1300466.2104 \ \ 19..9 9 9 1 6, g2 a 9� 89 1dS 1g. S 6 S A S 9 \ \ � � a / '70 88 �9A .g9 � a 9 pS i 19.49 19.35 N: 185408.16 \ a o 47A 19 - � E: 1300376.7310 � . p 18; 89 / f a a -_j 0 18.85 `91 7 `7a ` a 9 1 9 O ,�19 �,�10 �a �10g 1 0 a 19.31 o I\ �C - 0 0 I f18.9 �79.9 / \ `� �o. a � KEY PLAN 4 L B I / / I 2 a °889� \ S �S SCALE NONEEND 3 p 3 N: 185396.74 a - a N: 185374.03 O O O /C-- 17 1300245.1369 � N: 185388.57 a \ a N: 185412.23 A B C D E F G H J K L o / \ / _ _ W 24 �aQ OB 8 B E: 1300381.7582 �5 BEGIN 1 1 18.60 a o V � a E: 1300473.0698 o C10 N: 185396.74 2Og B I o � a a � o �, C11 / E: 1300332.71 1 1 P 1 a X G - C12 ca 0 0 D / EXISTING ASPHALT / / O �� O O-� �0� 1000 ,N�`L a ��, �` C13 PAVEMENT 18.6 7 C14 FT -I / li \ 1 / I / I 2 1 C15 D 1 I I C16 z/ I c17 Fi B I \ I I EXISTING CONCRETE i \ PAVEMENT 1 C18 00 I I / \ ` / C19 C20 EXISTING ASPHALT/CONCRETE / Ln C21 PAVEMENT INTERFACE ) / C22 C23 I I C24 I C25 CON R I I c26 1 \ El C27 C I I I c28 I B 0 ❑ \ ► \ ❑ n / C29 C30 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 REVISION BY APPROVED DATE BOE//V� CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAT ACCEPTABILITY HL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. I DATE BEE CHE 10 0 10 20 scale feet ATE SUBTITLE 10 09 18 PAVING AND GRADING PLAN 10 09 18 10 09 18 TITLE MITIGATION HANGAR RENTON SITE CIVIL MASTER SITE R-401447 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 01 I..VLLLIV I I C 180242 J I """OR I G v^I L 10/09/ 18 SHEET C501-5C C38 JOB NO. COMP NO. C180242 [6WG-N-0. RENTON, WA RTN-YD-0501-5C ,--TRANSVERSE CONTRACTION OR CONSTRUCTION JOINT (TYP.) I V V III 2 C501-5D o 0 _I l J PAVEMENT PLAN TYPICAL C501-5A SCALE: NTS C501-5B C501-5C "21 PAVEMENT JOINT DETAIL 01-5D SCALE: NTS i BergerABAM CALL 48 HOURS �� BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY ORIG MITIGATION HANGAR C180242 ABAM APPROVED DATE SYM SPT 10/09/18 -LONGITUDINAL CONTRACTION OR CONSTRUCTION JOINTS (TYP.) 7 DOWEL BARS 1 "' DIAMETER x 18" LONG ON 12" CENTERS TYPICAL ALL PAVEMENT SECTIONS UNLESS NOTED IN THE PLANS DOWEL BARS 1 "' DIAMETER x 18" LONG ON 12" CENTERS TYPICAL ALL PAVEMENT SECTIONS UNLESS NOTED IN THE PLANS SAWED GROOVE 3' WIDTH 3/16" MINIMUM TO 5/16" MAXIMUM #5 EPDXY COATED TIE BARS AT 24 SAWCUT LINE, HOT TAR AND OVER MIDPOINT OF BAR LONG, 36" O.C. MEETING THE 2' SEAL JOINT TO EXISTING HMA 8L' I g" I SEE STD. SPEC. 5-05.3(8)B REQUIREMENTS OF STD. SPEC. 9-07.6 7 r,W ° ° I N ` ° Cn a � 18" a a CONTRACTION JOINT C501-5A SCALE: NTS C501-5B C501-5C ,8 501-5D DRILL AND GROUT DOWEL BAR 1 "' DIAMETER x 18" LONG ON 12" CENTERS SAWED GROOVE 2 1/2" DEEP WIDTH 3/16" MINIMUM TO 5/16" MAXIMUM DEPTH 1 " MINIMUM 9" SEE STD. SPEC. 5-05.3(8)C G a ° n N � < its < < 18" ° a ° FULL DEPTH BOND DOWEL BAR _f*--� BREAKER SUCH AS TAR 1 1/2" DIAMETER x 18" LONG PAPER TO PREVENT BONDING ON 12" CENTERS CONSTRUCTION JOINT C50011-5A SCALE: NTS C501-5B C501-5C a EXISTING PCCP a ZI ° SAWED GROOVE WIDTH 3/16" MINIMUM TO 5/16" MAXIMUM DEPTH 1" MINIMUM SEE STD. SPEC. 5-05.3(8)C < PCCP, < ° < ° L- DOWEL BAR 12" 1 1/2" DIAMETER x 24" LONG C� ON 12" CENTERS C501-5C i� PCCP TO PCCP CONSTRUCTION JOINT C501-5A SCALE: NTS C501-5B C501-5C HMA CL-1/2" PG 64-22 4$' COMPACTED DEPTH CRUSHED SURFACING BASE COURSE 21" COMPACTED DEPTH PROOF ROLL AND COMPACT SUBGRADE PER WSDOT STD EXIST. SUBGRADE SPEC. SECTION 2-06. FUEL DEPTH TEMPORARY ASPHALT PAVEMENT C501-5A SCALE: NTS C501-5B C501-5C REVISION I BY I APPROVED I DATE U U Lq U m U OT HMA CLASS 1/2" 64-22 ASPHALT CRETE PAVEMENT SEE GENERAL NOTES CONCRETE TO HMA PAVEMENT TRANSITION SCALE: NTS CLASS 4000 CONCRETE PER WSDOT STD SPEC SECTION 6.02 OR HIGH EARLY STRENGTH CONCRETE PER NOTES ON SHEET C501-1B a ° a a < ° a zj ° OoO�D OoO�°D OoO�o OoO�°o OoO�o O OoO�D OoO�o OoO�o OoO�o�OoO�ooO O�o�0�0�0�0�0�o ODo�O PROOF ROLL AND COMPACT EX SUBGRADE CRUSHED SURFACING BASE COURSE (CSBC) PER WSDOT ST PER WSDOT STD SPEC. SECTION 2-06. STD SPEC 9-03.9(3) COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. UNREINFORCED CONCRETE PAVEMENT C501-5A SCALE: NTS C501-5B C501-5C HMA CL-1/2" PG 64-22 4" COMPACTED DEPTH C / O O CRUSHED SURFACING BASE COURSE / 21" COMPACTED DEPTH PROOF ROLL AND COMPACT SUBGRADE PER WSDOT STD EXIST. SUBGRADE SPEC. SECTION 2-06. - SEE SHEET C501 6F DETAIL 2 AND SHEET M510-2 DETAIL 3 FOR TRENCH MIN TRENCH WIDTH DESIGN AND BACKFILL REQUIREMENTS FOR PIPE DIAMETER < OR = 15"; WIDTH = PIPE DIA + 30" FOR PIE DIAMETER > 15"; WIDTH = (PIPE DIA X1.5) + 18" f' '1 FULL DEPTH TEMPORARY PAVEMENT REPAIR AT UTILITY TRENCH C501-5A SCALE: NTS C501-5B C501-5C P. of wesh/ �f x 31271 w� ���SIDNAL _ CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRA1 HL CHE SPT ENG BEE APPROVED BY DEPT. I DATE IAl t SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE CIVIL MASTER CLASS 4000 CONCRETE PER WSDOT STD SPEC SECTION 6.02 OR HIGH EARLY STRENGTH CONCRETE PER NOTES ON SHEET C501-113 #6 EXPDXY COATED REBAR AT 12"OC EACH WAY a a • ° • • • a a < a < a a OoO�D OoO�D OoO�°o OoO�o OoO�D O O�oo�O�o��O�000�0�0� O�oo�o00 PROOF ROLL AND COMPACT EX SUBGRADE CRUSHED SURFACING BASE COURSE PER WSDOT STD SPEC. SECTION 2-06. (CSBC) PER WSDOT STD SPEC 9-03.9(3) COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. REINFORCED CONCRETE PAVEMENT C50011-5A SCALE: NTS C501-5B C501-5C GENERAL NOTES 1. ASPHALT PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-04.2 2. CONCRETE PAVEMENT MATERIALS; CONFORM WITH WSDOT SPEC 5-05.2 3. ASPHALT PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-04.3 4. CONCRETE PAVEMENT CONSTRUCTION; CONFORM WITH WSDOT SPEC 5-05.3 5. MAX JOINT SPACING SHALL BE 15 FEET OR BASED ON LENGTH TO WIDTH RATIO OF 1.5:1, WHICHEVER IS LESS. SEE JOINTING LAYOUT ON PAVING PLANS C501-5A THRU C501-5B. 6. PREPARATION OF PAVEMENT SUBGRADE SHALL BE PER WSDOT STD SPEC. 2-06 OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. SEE SUBGRADE IMPROVEMENT PLANS FOR ADDITIONAL SUBGRADE PREPARATION DETAILS. 7. HIGH EARLY STRENGTH CONCRETE SHALL BE USED IN CRITICAL TRAFFIC AREAS AS DESIGNATED BY BOEING PROJECT MANAGER TO ACCOMMODATE CONSTRUCTION PHASING AND MANUFACTURING OPERATIONS. SEE GENERAL NOTE SHEETS C501-1 B FOR ADDITIONAL CONCRETE SPECIFICATIONS. 8. PORTLAND CEMENT CONCRETE PAVEMENT (PCCP) SHALL HAVE A MIN COMPRESSIVE STRENGTH AT 28 DAYS OF F'c=4,000 PSI. 9. CRUSHED SURFACING BASE COURSE (CSBC) SHALL MEET THE REQUIREMENTS OF WSDOT STD SPEC 9-03.9(3) AND BE COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557 10. ALL JOINTS, INCLUDING JOINTS BETWEEN NEW AND EXISTING PAVEMENT, SHALL BE PLACED PER WSDOT STD SPEC. 6-02.3(13) AND SEALED WITH POURED RUBBER JOINT SEALER PER WSDOT STD SPEC. 9-04.2(2). EARTHWORK NOTES 1. DO NOT COMMENCE EARTH MOVING OPERATIONS UNTIL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES ARE IN PLACE. 2. PROTECT AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS DURING EARTH MOVING OPERATIONS. 3. EXCAVATION AND COMPACTION UNDER STRUCTURES SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTIONS 2-03.3(14) AND 2-09. 4. PAVEMENT SUBGRADE PREPARATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION SECTION 2-06. 5. EXCAVATION AND TRENCHING DURING WET CONDITIONS SHALL COMPLY WITH KING COUNTY CONSTRUCTION DEWATERING PERMIT, DEWATERING PLAN, AND GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING R 401448 Ann Fowler 12/14/2018 ' PAVING AND GRADING DETAILS MITIGATION HANGAR RENTON SITE SITE I..VLLLIV I I C 180242 J `IW O R G v^I L 10/09/ 18 SHEET U501-5D C39- JOB NO. C180242 COMP NO. RENTON, WA DWG N0. RTN-YD-0501-5D � 1 C/) LJ 1 i _ i • • FW FW FW 1 I LLJ 1 � - 0 1 J� 1 M / �■-------m-------m O U 1 �cw Fw „ cw cw BUILDING 4-87 --� 2 Pvc 00 1 4936 r 4 8 SDCO (PROPOSED) 1 EXIST CB TYPE 2 0' 1 RIM: 19.04 RIM: 19.34 1 -I IE (S) = 14.54 (12" HDPE) SEE SHEET C12E FOR CONTINUATION N: 185494.87 z 1 74.52 52 EE. (S) 02 14 30 (12" HDPE) C7 1 -r, //ZZ///Z////Z////Z//- 1 1 � 1 � 4868 EXIST CB TYPE 2 8 RIM: 19.22 �n 1120-18 - � �n 30" PVC DRAIN 1 N W/SOLID LOCKING LID o RIM: 19.56 = 1 _ N: 185457.70 - 1121-18 1 E: 1300237.30 30" PVC DRAIN 1 -' IE (S) = 13.90 (12" HDPE) � W/SOLID LOCKING LID 1 IE (N) = 12.40 (30" HDPE) r- RIM: 18.90 1 IE (E) = 12.40 (30" HDPE) N N: 185468.98 1 1120A-18 � E: 1300281.26 1 1 45 LF 30" HDPE IE (S) = 12.49 (30" HDPE) 1 30" PVC DRAIN 6 IE (W) = 12.49 (30" HDPE) _ - - - - - - T - IW/SOLID LOCKING LID• - �� sis S1S IE (N) = 13.90 (12" HDPE) < ® L, 1 RIM: 19.57 I� N: 185451.36 13 LF 12" HDPE SDCO 1 o 1 n g = 1 E: 1300238.96 O ■ RIM: 19.38 1127-18 3 C, 1 IE (S) = 15.15 (12" HDPE) S1S N: 185454.64 24" PVC DRAIN 1 IE (N) = 15.15 (12" HDPE) E: 1300251.75 W/HERRINGBONE GRATE 1 J 1 IE (E) = 15.15 (12" HDPE) IE (S) = 15.18 (12" HDPE) RIM: 18.70 1 1 IE (W) = 15.18 (12" HDPE) N: 185462.92 O 1 _ E: 1300297.09 1 if 1 I r r 7 LF 12" HDPE IE (S) = 15.20 (12" HDPE) 1 i 7 LF 12" HDPE 1 l 1 1 10 N ■ RTU-018 2 1 CO V 1 O° ■ O I 0 1 V n El aU O 7 LF 12" HDPE 5 LF 12" HDPE o f J 1122-18 10 10 J ; 30 PVC DRAIN 1 5 LF 12" HDPE 1 I 1 SDCO n W/SOLID LOCKING LID _ 1 SDCO I I 10 1 RIM: 19.69 1 RIM: 19.42 C O RIM: 19.89 1 ; N: 185419.09 N: 185417.50 N: 185415.81 T10 10 10 E: 1300261.01 E: 1300294.71 D C7 E: 1300248.22 - - - J - - J IE (W) = 16.68 (12" HDPE) IE (E) = 12.70 (12" HDPE) IE (E) = 16.68 (12" HDPE) IE (N) = 16.68 (12" HDPE) IE (S) = 12.60 (18" HDPE) IE (N) = 16.68 (12" HDPE) IE (N) = 12.60 (30" HDPE) 10 IE (W) = 13.60 (18" HDPE) Ld rz 0 _ 00 LL J 00 N LLJ a_ 0 N J r- 1 9 490C-14 4 8 7 LF 12" HDPE I O CB TYPE 2 (48") 6 LF 12" DI 7 8 VPAL ----- ------------------ 11120B-18 r � RIM: 19.21 1 I I i � I ; iL-1 1 f 1 ^1 O N: 185410.47 30" PVC DRAIN I I I I O E: 1300209.14 I W/SOLID LOCKING LID i i i i i i i i S1S' ' S1S S1S S1S 99 LF S 2 HDPE � IF (N) = 14.41 (12" HDPE) I RIM: 19.79 -� IE (S) = 13.66 (12" EX HDPE) IrN: 185417.45 ------------------------- --- � � 1 E: 1300254.62 2 IE (SW) = 16.50 (6" EX DI) IIE (S) = 17.29 (12" DI) C 11 13 7 11E (W) = 16.69 (12 HDPE) 10 LF 18 HDPE f^ 1 IIE (E) = 16.69 (12" HDPE) f^ 1 A - - - - A - - - 1 12 S1S I �S1S S1S S1S S1S S1S sis sls- A -A� A ' j 71 LF 12" HDPE A r� � � � f^ 1f��'1 70 �F 12 � E ,> 1126-18 II, 29 LF 18 HDPE 26 LF 18 HDPE 2 RIM: 19.55 SADDLE MANHOLE - 48" OWS-067 3 i^ ^i 2 1128-18 - STS t_ S1S I S1S N: 185407.40 SADDLE MANHOLE - 48" 14 l 1 E: 1300311.34 � � 10 E: � IE S = 14.95 12" EX CONC RIM: 18.86 go � 1 () ( ) N: 185424.95 �-� 100 NEI ------- 1 1125-18m---- ----------- ------------ - mlE (E) = 14.94 (12" HDPE) E: 1300379.72 0-105-M " 30" PVC DRAIN IE (N) = 14.94 (12" HDPE) IE (S) = 15.27 (12" EX DI) 00 D D W/SOLID LOCKING LID IE (W) = 14.94 (18" HDPE) IE (N) = 15.27 (12" HDPE) g i I �u RIM: 19.71 1123-18 1 IE (W) = 15.28 (12" HDPE) I N: 185400.04 1 O D E: 1300282.93 30" PVC DRAIN 1 1124-18 o i IE (E) = 14.38 (18" HDPE) W/SOLID LOCKING LID SADDLE MANHOLE - 48"L� I 8 EXCB 462-1 O / i I IE (SW) = 13.13 (12" HDPE) RIM: 19.49 RIM: 19.35 ___1 I EX TYPE 1 g g i 490D-14 4 8 IE (N) = 13.13 (18 HDPE) N: 185394.25 N: E: 1300300 78 E: 1300326 30 5400.92 � I EM(S) 8=60 5.39 (12" EX DI)-- / I CB TYPE 1 IE (E) = 12.65 (18" HDPE) IE (W) = 12.70 (18" HDPE) �' IE (N) = 15.39 (12" EX DI) g _ _ I _ _ __ _RIM: 18.87 -1- - -- - - --- _ _- - A - A N: 185372.25 - d - - - d - - - - d - - - - b - - - b - - IE (N) = 12.65 (18" HDPE) -IE (S) = 13.94 (15" EX CONC)r I E: 1300219.14 / iCn CIE (N) = 13.72 (12" EX HDPE) (f CIE (S) = 13.72 (12" EX CONC) I CIE (W) = 16.50 (8" EX DI) V C/) -IIE (NE) = 13.26 (12" HDPE) N: 185559.18 E: 1300399.42 40 LF 8" SLOT DRAIN I E=16.94 SLOPE=0.00% N: 185520.63 E: 1300409.39 N: 185517.66 E: 1300398.37 A 4 I r m" I filar 11 LF 8" SLOT DRAIN IE=16.94 SLOPE=0.00% 1129-18 24" PVC DRAIN W/HERRINGBONE GRATE RIM: 18.70 N: 185480.47 E: 1300365.48 IE (S) = 15.38 (12" HDPE) IE (N) = 15.38 (8" HDPE) 1130-18 3 FRIM: DRAIN LOCKING LID 02 42.52 390.98 12.90(12" HDPE) 12.90 (12" HDPE) m IN S 1--,I 1 1 g 1 1 � 1 SDCO 7 1 1 RIM: 19.32 N: 185568.97 1 E: 1300424.88 IE (S) = 15.08 (10" EX CONC) 1 � 1 1 4 I I g I I I I I I I I I I � 5 1 1132-18 1 1 Lw 30" PVC DRAIN 1 o W/SOLID LOCKING LID = 6 RIM: 19.31 " N: 185433.71 1 LL E: 1300459.20co I 1 IE (W) = 13.08 (12" HDPE) "' IE (S) = 15.19 (10" EX CONC) IE (N) = 15.19 (10" EX CONC) L T s f^ �l US Sls -sis sls 64 LF 12" HDPE (� FW FW FW FW FW (� 1131-18 1 30" PVC DRAIN 1 W/SOLID LOCKING LID RIM: 18.85 1 N: 185417.79 1 E: 1300397.41 IE (E) = 12.95 (12" HDPE) 1 IE (N) = 12.95 (12" HDPE) U -w --L--H - - - - w - - - - ---- A w ----i C/� 8"W FIRE FW GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, / NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1 A AND C501-1 B. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVEMENT DETAILS AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6B THROUGH C501-6P FOR ADDITIONAL STORM SYSTEM IMPROVEMENT DETAILS. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-11D FOR FIRE WATER SYSTEM IMPROVEMENT DETAIL. MODULAR WETLAND PER DETAILS ON SHEET C501-6M 2> MODULAR WETLAND PER DETAILS ON SHEET C501-6N COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT PER DETAILS ON SHEET C501-6P ® SLOTTED DRAIN PER DETAIL 1 ON SHEET C501-6L 5� SLOTTED DRAIN CONNECTION PER DETAIL 5 ON SHEET C501-6L © PROVIDE 12" TIDEFLEX CHECKMATE INLINE VALVE PER DETAIL 2 ON C501-6K ® PIPE CROSSING. SEE SHEET C501-61D FOR PIPE CROSSING TABLE. CONSTRUCTION NOTES 1� PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID 2� PROVIDE STORM DRAINAGE MANHOLE TYPE 3 33 PROVIDE 24" PVC DRAIN BASIN WITH HERRINGBONE GRATE CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING STRUCTURE WITH KOR-N-SEAL BOOT PROVIDE 30" PVC DRAIN BASIN WITH SOLID LOCKING LID. CONNECT NEW STRUCTURE TO EXISTING DRAIN LINE WITH FIELD CUT INSERT -A -TEE CONNECTION PER MANUFACTURER'S RECOMMENDATIONS. PROVIDE STORM DRAINAGE CLEANOUT PROVIDE 18" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" g� ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE / PROVIDE 12" GATE VALVE AND VALVE BOX, LID LETTERING SHALL READ "SD" co it IN�° P✓� C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE R-401449 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING CALL 48 HOURS �� 10 0 10 20 V3 Ann Fowler 12/14/2018 ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 N LITY 00,3W74% 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 Scale feet SURFACEtraka 12/14/2WATER 18 (206) 431-2300 Fax: (206) 431-2250 rstraka 12/14/2018 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 O R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED WAg,,�, (�' SPECIFICATION IS APPROVED SPT ENGINEER 10/09/18 SHEET TITLE APPROVED BY DEPT. DATE BEE 10/09/18 MITIGATION HANGAR C501-6A 41 CHECKED C �° 'STV, ww R E N TO N SITE JOB NO. COMP NO. AL ��ss�oNAPPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-0501-6A N N 00 0 N C U O E 0 c 0 a� c� U) m J — — — — — — — — — — C14F C14E 476A-18 TYPE 1 RIM: 19.31 3 (TYP) N: 184987.72 E: 1300501.89 IE (S) = 16.97 (8" DI) ' • IE (W) = 16.96 (8" DI) 6 , ♦��i�/sue •� • sls 10 10 10 • P • ,, • CB TYPE 1 it 3 TYP� • F. ` ♦' ( ) RIM• 19 42 POWER -3 � ♦ • K1 I 15 � N: 184968.97 C' 1700A7n07 dU LT �� 2 ♦♦� ♦ ♦ G 10't lz ♦♦ ♦ ♦ �5��� s IE (E) = 16.74 ( DI) y ' / �� IE (N) = 16.74 (12" CONC) � ♦ • _ � IE (S) = 16.74 (12" CONC) ��� � v� ♦♦ ♦ � ♦ � so to�!'SyS 8" � 00 00 �''' ♦ �♦' ; .ram• � 48 �F♦• ♦ �• ` 4 1 476-18 ♦♦ // CB TYPE 1 ♦� � ABf\�RIM: 19.10 1 Q ♦ ..� P O W E R , �� E m N: 184944.83 =• 8 i�v ♦♦ VU LT <" E �) = 7.0 (8» DI) E E �-ZA IE (N) = 17.05 (8" DI) J • v> IE (S) = 17.44 (6" EX CI) 1 STORM DRAINAGE SCALE: 1 " = 10' DETAIL G 4,g1 256 25629 19.1 64 C 415 478A-18 1 \ \ \ \\ \ CB TYPE 1 \ �\ RIM: 19.01 LU `b N: 184957.08 y \ E: 1300559.73 \\ IE (S) = 17.15 (8" SLOT DRAIN) 9Q IE (W) = 17.15 (8 DI) 10 ♦ • 21 LF 8 SLOT DRAIN ♦ ' \ i i 1-1\ ���• IE=17.15 • \ • 1 �� \ SLOPE=0.00% � \\ 3 \ ��0�/ �••`��� E RY T UT L DkFO , GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVEMENT DETAILS AND GRADING INFORMATION. 4. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A AND C501-6C THROUGH C501-6Q FOR ADDITIONAL STORM SYSTEM IMPROVEMENT DETAILS. 5. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAIL. SLOTTED DRAIN PER DETAIL 1 ON SHEET C501-61- c> SLOTTED DRAIN CONNECTION PER DETAIL 6 ON SHEET C501-61- REMOVE AND REPLACE EXISTING PAVEMENT AS REQUIRED TO INSTALL PROPOSED IMPROVEMENTS PER DETAILS ON SHEET C501-5D ® PIPE CROSSING. SEE SHEET C501-6D FOR PIPE CROSSING TABLE. CONSTRUCTION NOTES PROVIDE NEW TYPE 1 CATCH BASIN CORE DRILL AND CONNECT NEW STORM PIPE TO EXISTING STRUCTURE WITH KOR-N-SEAL BOOT. ADJUST EXISTING STRUCTURE RIM TO FINISH GRADE PROTECT EXISTING 8-INCH COMPRESSED AIR. POTHOLE AND VERIFY DEPTH AND LOCATION. NOTIFY ENGINEER AND BOEING REPRESENTATIVE IMMEDIATELY IF CONFLICTS ARE FOUND. 4� CONNECT EXISTING PIPE TO NEW STRUCTURE WITH KOR-N-SEAL BOOT :� PROTECT EXISTING DRAINAGE STRUCTURE PROTECT EXISTING POWER. POTHOLE AND VERIFY DEPTH AND LOCATION. NOTIFY ENGINEER AND BOEING REPRESENTATIVE IMMEDIATELY IF CONFLICTS ARE FOUND. R-401450 IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAMV3 CIVIL PERMIT SET DEVELOPMENT ENGINEERING + �� Ann Fowler 12/14/2018 CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 Frstraka URFACE WATER UTILITY } 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 12/14/2018 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 O R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED of WA3A, �i' SPT 10/09/18 SHEET SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE ENGINEER 10 �� 18 TITLE MITIGATION HANGAR CHECKED C501-6B C42 STf RENTON SITE PO R 31271 o ww JOB N0. COMP NO. ���SIDNAL - APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-0501-6B co O co O 00 XX u 30 20 10 0 -10 -20 10+00 8" EX. FW EX GRADE FINISHED GRADE AT � OF PIPE 12" EX STORM AT OF PIPE 8" STORM 6" EX. ELE (ABN) 26LF 18" HDPE 18" STORM 6" FIRE 15 " EX STORM (ABN) @ 0.20% 24LF 18" HDPE @ 0.20% I -4- tI I I 53LF 30" HDPE @ 0.20% 45LF 30" HDPE @ 0.20% I I I I 130LF 30" HD PE @ 0.20% 139LF 30" HDPE @ 0.20% 1 L(:2 1122-18 o 4 30" PVC DRAIN 1120-18 W/SOLID LOCKING LID 30" PVC DRAIN RIM = 19.42 W/SOLID LOCKING LID 10" PVC DRAIN IE (IN) = 12.70 (12" HDPE E) RIM = 19.56 PVC IE (IN) = 12.60 (18" HDPE S) IE (IN) = 13.90 (12" HDPE S) W/ SOLID LOCKING LID IE (IN) = 13.60 (18" HDPE W) IE (IN) = 12.40 (30" HDPE E) RIM = 19.49 IE (OUT) - 12.60 (30" HDPE N) 1121-18 IE (OUT) = 12.40 (30" HDPE N) IE (IN) = 12.65 (18 HDPE E) - 30 PVC DRAIN 1092-18 IE (OUT) = 12.65 (18" HDPE N) W/SOLID LOCKING LID 30" PVC DRAIN 1093-18 (APRON R) RIM = 18.90 W/SOLID LOCKING LID 30 PVC DRAIN 1124-18 ( " ) IE (IN) = 12.49 30 HDPE S RIM = 18.95 W/SOLID LOCKING LID SADDLE MANHOLE - 48" IE (IN) = 13.90 (12" HDPE N) IE (IN) = 12.12 (30" HDPE S) RIM - 18.63 RIM = 19.35 IE (OUT) = 12.49 (30" HDPE W) IE (OUT) = 12.12 (30" HDPE NW) IE (IN) - 11.86 (30" HDPE SE) IE (I IE (IN) = 13.94 (15" EX CONC S) _ IE (OUT) - (30" HDPE (APRON R) N) IE (OUT) = 12.70 (18" HDPE W) 11 +00 12+00 1 124-18 TO 1093-18 SEE SHEET C12E 30 4" EX. ELE (ABN) 30 FINISHED GRADE 12" STORM 12" STORM AT � OF PIPE EX GRADE 5 I AT OF PIPE 10" FIRE 20 20 6" EX SEWER SUMMER - 15.18 -- ----, ,----- - - --- -� � - ---- ---- -- - -- -- = WINTER - 13.18 10 64LF 12" HDPE 99LF 12" HDPE @ 0.26% 10 1132-18 @ 0.20% 7 8 30" PVC DRAIN L( W/SOLID LOCKING LID RIM = 19.31 6 15" EX STORM (ABN) IE (IN) = 15.19 (10" EX CONC S) 0 IE (IN) = 15.19 (10" EX CONC N) 8" EX. FW (ABN) 0 IE (OUT) = 13.08 (12" HDPE W) 1122-18 1130-18 30" PVC DRAIN 1131-18 30" PVC DRAIN W/SOLID LOCKING LID 30" PVC DRAIN W/SOLID LOCKING LID RIM = 19.42 -10 W/SOLID LOCKING LID RIM = 19.02 IE (IN) = 12.90 (12" HDPE S) IE (IN) = IE (IN) = 12.70 (12" HDPE E) 12.60 (18" HDPE S) -10 IE (IN) = RIM = 18.85 12.95 (12" HDPE E) IE (OUT) = 12.90 (12" HDPE W) IE (IN) = 13.60 (18" HDPE W) IE (OUT) = 12.95 (12" HDPE N) I IE (OUT) = 12.60 (30" HDPE N) 26LF 12" HDPE @ 0.20% -20 -20 0+00 1 +00 2+00 2+ 12 1 132-18 TO 1 122-18 SEE SHEET C12E 30 20 10 [01 -10 -20 0+10 6" EX SS EX GRADE AT � OF PIPE FINISHED GRADE 40LF 12" EX HDPE @ 0.17% AT � OF PIPE BACKSLOPED PIPE 1 8" EX. AIR 65LF 12" HDPE @ 0.20% 8 EX. AIR 12" EX. FW 8" EX. CW I - I I 17I PIPE @ 0.00% I I I I I I I - - - - - - - - - 116LF 8" PVC - - - - - - - - - 70LF 12" HDPE @ 0.19% T T 10 12 14 493B 811 13 CB TYPE 2 (48") VPAL RIM = 19.04 IE (OUT) = 14.54 (12" HDPE S) 1125-18 490C-14 490D-14 30" PVC DRAIN CB TYPE 2 (48") CB TYPE 1 RIM = 18.87 W/SOLID LOCKING LID RIM VPAL - 19.21 IE (IN) = 13.72 (12" EX CONC S) IE (IN) RIM = 19.71 - 14.38 (18" HDPE E) IE (IN) = 14.41 (12" HDPE N) IE (IN) = 16.50 (8" EX DI W) IE IN ( ) - 13.13 (12" HDPE SW) - IE (IN) = 13.66 (12" EX HDPE S) IE (OUT) 13.7213. (12" EX HDPE N) IE (OUT) = 13.13 (18" HDPE N) IE (IN) = 16.50 (6" EX DI SW) IE (OUT) = 3.26 (12 HDPE NE) 1 +00 493B TO 1125-18 SEE SHEET C12E i BergerABAM CALL 48 HOURS �� BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 30 30 20 20 o SUMMER - 15.18 =o WINTER - 13.18 10 10 0 0 -10 -10 -20 1 +95 13+00 30 14+00 20 o SUMMER - 15.18 =o WINTER - 13.18 10 0 -20 14+28 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-1A. 4. PROVIDE 6" MINIMUM VERTICAL CLEARANCE FROM O.D. AT STORM CROSSINGS 5. PROVIDE ETHAFOAM BETWEEN PIPES WHERE 6" MINIMUM CLEARANCE CANNOT BE ACHIEVED 6. SEE GENERAL NOTES ON SHEETS C501-1A AND C501-113. 7. ® UTILITY CROSSING. SEE PIPE CROSSING TABLE ON SHEET C501-6D 30 30 I EX GRADE 28LF 8" HDPE @ 0.50% 12" STORM 4" EX. ELE (ABN) 15" EX STORM (ABN) 29LF 18 HDPE 8" FIRE AT � OF PIPE @ 1.92% 57LF 12" HDPE @ 0.20% 8" EX. FW ROWS-067 6" EX SEWER 9 20 20 20 SUMMER - 15.18 - -- --- --TT I I --- I I _71LF 12" HDPE @ 0.48% WINTER - 13.18 10 1129-18 10 10 24" PVC DRAIN 1126-18 W/HERRINGBONE GR SADDLE MANHOLE - 48" 2 10" FIRE RIM = 18.70 7 IE (IN) = RIM = 19.55 14.95 (12" EX CONC S) 18" STORM 1018" HDPE IE (IN) = 15.38 (8" PE N) IE (OUT) = 15.38 (12" HDPE S) IE (IN) - 14.94 (12" HDPE E) @ 0.20% IE (IN) = 14.94 (12" HDPE N) 0 0 0 IE (OUT) = 14.94 (18" HDPE W) 41 LF 8" HDPE @ 0.50% 1125-18 1129A-18 1128-18 30" PVC DRAIN -10 1142-18 24" PVC DRAIN SADDLE MANHOLE - 48" W/SOLID LOCKING LID -10 SLOT DRAIN CLEAN OUT W/HERRINGBONE GRATE RIM = 18.86 RIM = 19.71 RIM = 19.15 RIM = 19.18 IE (IN) = 15.27 (12" EX DI S) IE (IN) = 14.38 (18" HDPE E) IE (IN) = 16.94 (8" SLOT DRAIN E) IE (IN) = 15.60 (8" HDPE E) IE (IN) = 15.27 (12" HDPE N) IE (IN) = 13.13 (12" HDPE SW) IE (OUT) = 15.81 (8" HDPE W) IE (OUT) = 15.52 (8" HDPE S) IE (OUT) = 15.28 (12" HDPE W) IE (OUT) = 13.13 (18" HDPE N) 1 1 1 1 1 1 1 1 1 1 1 1 -20 -20 5+00 6+00 7+00 7+69 -20 L- 10+00 6" EX STORM (ABN) -\ d 481_F 8" DI @ 0.20% 15" STORM 15 478A-18 CB TYPE 1 RIM = 19.01 IE (IN) = 17.15 (8" SLOT DRAIN S) IE (OUT) = 17.15 (8" DI W) 1 140-18 TO 1 125-18 SEE SHEET C12E EX GRADE AT � OF PIPE EX GRADE AT OF PIPE 44LF 8" DI @ 0.20% 74LF 8" DI @ 0.30% Ile 476-18 8" EX. FW CB TYPE 1 16 RIM = 19.10 474A-18 IE (IN) = 17.05 (8" DI E) CB TYPE 1 IE (IN) = 17.44 (6" EX Cl S) RIM = 19.42 IE (OUT) = 17.05 (8" DI N) IE (IN) = 16.74 (8" DI E) IE (IN) = 16.74 (12" CONC S) 476A-18 IE (OUT) = 16.74 (12" CONC N) CB TYPE 1 RIM = 19.31 IE (IN) = 16.97 (8" DI S) IE (OUT) = 16.96 (8" DI W) 11 +00 478A-18 TO 474A-18 SEE SHEET C13E THRU C14F REVISION BY APPROVED DATE BOE//V� 30 30 30 18LF 12" HDPE @ 0.20% 20 20 20 10 0 WEI -20 11 +80 CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAT ACCEPTABILITY HL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE CHE [1] we] -10 -20 30 ' HDPE @ 0.45% 20 o SUMMER - 15.18 WINTER - 13.18 10 0 -10 -20 3+00 3+67 1127-18 TO 1126-18 EX GRADE AT OF PIPE FINISHED GRADE 57LF 12 AT OF PIPE I I 12" STORM 10 1126-18 SADDLE MANHOLE - 48" RIM = 19.55 IE (IN) = 14.95 (12" EX CONC S) IE (IN) = 14.94 (12" HDPE E) IE (IN) = 14.94 (12" HDPE N) IE (OUT) = 14.94 (18" HDPE W) 1127-18 24" PVC DRAIN W/HERRINGBONE GRATE RIM = 18.70 IE (OUT) = 15.20 (12" HDPE S) SEE SHEET C12E PIPE ABANDONMENT 1. REMOVE SECTIONS OF ABANDONED PIPES AS REQUIRED WHEN IN CONFLICT WITH NEW STORM CONDUIT. SEE PIPE ABANDONMENT PROCEDURE ON SHEET C501-1A. 526 EXISTING CB TYPE 2 (60") RECORD DRAWINGS RIM = 21.66 IE (IN) = 16.80 (12" EX CONC S) IE (IN) = 16.80 (12" HDPE W) IE (OUT) = 17.80 (15" EX CONC NE) RIM = 21.11 IE (OUT) = 16.84 (12" HDPE E) -20 -20 2+00 2+25 526A TO 526 SEE SHEET C15F IAI L SUBTITLE 10 09 18 10/09/18 10/09/18 TITLE CIVIL MASTER STORM DETAILS MITIGATION HANGAR RENTON SITE SITE 20 0 20 40 HORZONTAL: scale feet 10 0 10 20 VERTICAL: scale feet R-401451 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 ' SURFACE WATER UTILITY rstraka 12/14/2018 CURRENT REVISION SYMBOL DATE C180242 0 R G 10/09/18 SHEET C501-6C C43 JOB NO. C180242 COMP NO. RENTON, WA DWG N0. RTN-YD-0501-6C co N 00 0 N C U O E 0 c 0 a� c� in m J PIPE CROSSING TABLE CROSSING # PIPE ABOVE BOTTOM ELEVATION PIPE SIZE PIPE BELOW TOP ELEVATION PIPE SIZE VERTICAL CLEARANCE 10 EX STORM 14.79 12.00" STORM 14.24 18.00" 0.55' 20 STORM 14.64 18.00" STORM 14.13 18.00" 0.51' 30 FIRE 17.34 6.00" STORM 14.90 30.00" 2.44' 40 STORM 15.16 8.00" STORM 14.57 30.00" 0.59' 50 EX SEWER 14.73 6.00" STORM 14.07 12.00" 0.66' 60 FIRE 14.29 10.00" STORM 13.93 12.00" 0.73' 70 STORM 15.25 12.00" STORM 13.91 12.00" 1.34' 80 STORM 14.96 12.00" STORM 13.77 12.00" 1.19' 90 HDPE 15.59 8.00" FIRE 14.26 10.00" 1.33' 10 EX SS 16.55 8.00" STORM 15.50 12.00" 1.05' 11 EX AIR 15.30 8.00" EX STORM 14.71 12.00" 0.59' 12 EX AIR 16.38 8.00" EX STORM 14.29 13.00" 0.59' 13 EX FW 14.88 12.00" STORM 14.27 12.00" 2.09' 14 EX WATER 15.88 8.00" STORM 14.26 8.00" 1.62' 15 WATER 17.09 8.00" STORM 16.11 14.00" 0.98' 16 WATER 16.70 8.00" EX FW 16.02 8.00" 0.68' * CROSSING PIPES HAVE LESS THAN 6" CLEARANCE BETWEEN THEM SEE NOTE 5 ON C501-6D. #4 EPDXY COATED REBAR @ 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR @ 3.5" EA. WAY SLAB INTERFACE SEE NOTE 5 4-83 BUILDING SLAB FF EL 19.35 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR (3) #4 EPDXY COATED REBAR @ 3.5" EA. WAY SLOT DRAIN IF PRESENT 3" CLEAR MIN (TYP) (3) #4 EPDXY COATED REBAR @ 3.5" EA. WAY 24" x 20" FRAME W/BASE PLATE PLAN VIEW PROVIDE DOWELED CONSTRUCTION JOINT (TYP) #4 @ 12" O.C., EA. CEMENT WAY, EPDXY COATED CONCRETE PAVEMENT 2_1/2» MIN CLR (TYP) ° /11 2-1/2" MIN CLR (TYP) 12" CSBC DIAGONAL #4 @3.5" O.C. - 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR -SLAB INTERFACE SEE NOTE 5 r-- BUILDING SLAB ° o J 24" PVC DRAIN CONCRETE COLLAR NOTES: 1. CRUSHED SURFACING BASE COURSE (CSBC) SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. 2. CONCRETE PAVEMENT SHALL MATCH PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. 3. SEE STRUCTURE AND PIPE BEDDING DETAILS FOR ADDITIONAL INFORMATION. 4. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET C501-113. 5. SEE STRUCTURAL PLANS FOR SLAB INTERFACE, CONCRETE CORBEL, CONCRETE GRADE BEAM, AND BUILDING SLAB DETAILS. ADS DURASLOT DRAIN 8" HDPE DUAL WALL PIPE WITH 15" SLOT. INSTALL PER MANUFACTURERS RECOMMENDATIONS. 1 TOP OF SLOT SHALL BE DEPRESSED 1 /2" BELOW SURROUNDING PAVEMENT 1. SLOTTED DRAIN ASSEMBLY SHALL BE HANCOR DURASLOT, OR APPROVED EQUAL. SLOTTED DRAIN AND TRENCH SHALL MEET AIRPORT LOAD RATING REQUIREMENTS. MANUFACTURER SHALL PROVIDE STAMPED SUBMITTAL DRAWINGS PRIOR TO MATERIAL ACCEPTANCE. INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. 2. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY COMPRESSIVE STRENGTH. 3. CONCRETE PAVEMENT ABOVE SLOTTED DRAIN TRENCH SHALL MATCH PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. IF REINFORCEMENT IS SHOWN ON THE PAVEMENT PLANS, IT SHALL BE CONTINUED ACROSS SLOTTED DRAIN TRENCH. 4. SLOTTED DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE OR ALUMINIZED STEEL TYPE 2. PIPE WALL THICKNESS AND GAUGE SHALL BE AS REQUIRED TO MEET AIRPORT LOADING REQUIREMENTS. PIPE MATERIAL SHALL HAVE A MAXIMUM MANNING COEFFICIENT OF 0.024. FINAL CONFIGURATION OF SLOTTED DRAIN ASSEMBLY AND TRENCH SHALL MEET THE DIMENSIONS SHOWN BASED ON SELECTED PIPE MATERIAL AND SLOT DIMENSIONS. 5. ALL METAL PARTS USED IN SLOT DRAIN ASSEMBLY INCLUDING PIPE, SLOT, COUPLING BANDS, AND FITTINGS SHALL BE NON GALVANIZED ALUMINIUM, STAINLESS STEEL, ALUMINIZED STEEL, OR PLASTIC. 6. SEE STRUCTURAL PLANS FOR SLAB INTERFACE, CONCRETE CORBEL, CONCRETE GRADE BEAM, AND BUILDING SLAB DETAILS. CONCRETE PAVING AS SHOWN ON PAVING PLANS (TYP) SEE NOTES 14.5" PCCP PAVEMENT ----x 30" #5 EPDXY COATED REBAR, 18" O.C. TYP - oQ ±2% J J- 3" MIN CI�RT- �Tv� ±12" CSBC PIPE INVERT ELEVATION AS SHOWN ON PLANS - CONCRETE TRANSITION SLAB. SEE NOTE 6 - ±2% ` 7 o° 18� I� SLAB INTERFACE SEE NOTE 6 EXISTING BUILDING SLAB. SEE NOTE 6 15" ACTUAL SLOT HEIGHT ±2% 0 J ° J ° -2'-0 ° �J 0 o T 0 ° N CD w� m z o �o SLOT DRAIN AT HANGAR DOOR C501-5A SCALE: NTS C501-5B C11E C12E FF EL 19.35 #4 EPDXY COATED REBAR, 12" O.C. (TYP) TOP OF SLAB EL 17.06 T_ o CD I ° J J 2 HIGH SLUMP CONCRETE SEE NOTE 2 (M CONCRETE COLLAR AT HANGAR DOOR C50�1 -5A SCALE: NTS R-401452 C501-5B C11 E IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAMV3 C12E CIVIL PERMIT SET DEVELOPMENT ENGINEERING �� Ann Fowler 12/14/2018 CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1- 800- 424- 5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 SURFACE WATER UTILITY (206) 431-2300 Fax: (206) 431-2250 rstraka 12/14/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 0 R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED of WA3A, �i' SPT 10/09/18 SHEET SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE BEE 10/09/18 TITLE MITIGATION HANGAR CHECKED C501-6D C44 RENTON SITE �o R 31271 o ww JOB N0. COMP NO. ���SIDNAPPROVED C 180242 AL APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-0501-6D i7 N 00 0 N C U O E 0 c 0 ca in cv J I \ J 2' 9.0' NOTE: TYPICAL BIORETENTION CELLS RETENTION CELLS IN NORTH ROW OF PARKING CELLS SHALL BE MIRRORED. BIORETENTION CELL LAYOUT 1 TYPICAL AT 675A, 67513, 67413, 674C, 67213, 672C, 671 B, & 671 C C17E SCALE: 1" = 5' C18E C17F C18F C17E \1-1/ m NOTE: TYPICAL BIORETENTION CELLS RETENTION CELLS IN NORTH ROW OF PARKING CELLS SHALL BE MIRRORED. BORETENTON SCALE: 1 " = 5' LAYOUT AT 6 7 2 A 2 1/2" TYP. I 5" DRILL HOLES THRU PAVEMENT TO MATCH WHEELSTOP HOLE PATTERN. DRIVE 24" LONG REBAR THROUGH WHEELSTOP AND PAVEMENT INTO SUBGRADE. 1" RADIUS TYP. PREFABRICATED WHEEL STOP TOP OF PAVEMENT (3) #4 REBAR 2'-0" LONG PER WHEEL STOP C18E \1-1/ BIORETENTION. SCALE: 1 " = 5' LAYOUT AT 6 71 A GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) _ NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-113. 4. SEE SHEETS C17E, C17F, C18E, AND C18F FOR OVERFLOW STRUCTURE INFORMATION AND CONVEYANCE PIPE INFORMATION. 5. SEE BIORETENTION LANDSCAPING PLANS ON SHEETS L501-7A THROUGH 1_501-713 FOR PLANTING DETAILS. 6. BIORETENTION SOIL MEDIA SHALL BE PER THE BIORETENTION SOIL MEDIA STANDARD SPECIFICATIONS PROVIDED IN REFERENCE SECTION 11—C OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL. SEE SHEET C501-6G. 7. STREAMBED COBBLES SHALL BE PER WSDOT STANDARD SPEC SECTION 9-30.11(2) 8. SLOTTED UNDERDRAIN SHALL BE SLOTTED SUBSURFACE DRAIN PVC PER ASTM D1785 SCH 40. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PIPE AND BE 0.04 TO 0.069 INCHES BY 1 INCH LONG AND BE SPACED 0.25 INCHES APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED ON 45—DEGREE CENTERS AND COVER 1/2 OF THE CIRCUMFERENCE OF THE PIPE. OBSERVATION WELL CONSTRUCTED OF NON —PERFORATED MATERIAL SHALL BE LOCATED AT END OF PIPE. OBSERVATION PORT SHALL HAVE LOCKING CAST—IRON LID. 9. EXTRUDED CURB SHALL BE WSDOT STD PLAN F-10.42-00 TYPE 6 10. INSTALL NEW/SALVAGED CONCRETE WHEELSTOP PER DETAIL 5, SHEET C501-6E. 11. CONTRACTOR SHALL VERIFY DEPTH TO SEASONAL HIGH GROUNDWATER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY IF DEPTH IS LESS THAN 7.5—FEET FROM EXISTING GRADE. 12. CONTRACTOR'S AS —BUILT RECORD DOCUMENTS SHALL INCLUDE IN —PLACE INFILTRATION RATE FOR EACH COMPLETE BIORETENTION CELL. INFILTRATION RATE TEST SHALL BE PERFORMED USING THE PILOT INFILTRATION TEST (PIT) METHOD AT THE FINISHED SURFACE OF THE BIORETENTION SOIL MIX WITH A MAXIMUM 6—INCH PONDING DEPTH. CONSTRUCTION NOTES EXISTING PARKING STALL STRIPING PROVIDE EXTRUDED CURB, MATCH FACE OF CURB TO EXISTING PARKING STALL STRIPING CONCRETE WHEEL STOP, MATCH FACE OF WHEEL STOP TO EXISTING PARKING STALL STRIPING R� 6" SLOTTED UNDERDRAIN :� OBSERVATION WELL EDGE OF ASPHALT/TOP OF FREE BOARD 7� TOP OF PONDING/BOTTOM OF FREE BOARD :� TOP OF SOIL/BOTTOM OF PONDING OVERFLOW CONVEYANCE PIPE CONNECTIONS PER PLAN 10 PROVIDE 18—INCH MINIMUM WIDTH CURB CUT 11 GRADE TO DRAIN TO BIORETENTION CELL, SEE LANDSCAPING PLANS FOR TOPSOIL REQUIREMENTS. 12 NEW PARKING STALL STRIPING BIORETENTION CELL LAYOUT 2 SAVAGED WHEEL STOP INSTALLATION 2 TYPICAL AT 6 7 4A & 6 7 3 A SCALE: NTS N C17E SCALE: 1" = 5' C18E R-401453 C17F C18F IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAMV3 CIVIL PERMIT SET DEVELOPMENT ENGINEERING + �� Ann Fowler 12/14/2018 CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 DESIGN BY: BERGERABAM DATE 10/22/2018 SURFACE WATER UTILITY 1- 800- 424- 5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 rstraka 12/14/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 O R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED of WA3A, �i' SPT 10/09/18 SHEET SPECIFICATION IS APPROVED APPROVED BY DEPT. DATE ENGINEER 10/09/18 TITLE MITIGATION HANGAR CHECKED C501-6E C45 RENTON SITE �o R 3'2" o ww JOB NO. COMP N0. APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-0501-6E co CD Lf-) co CD O 00 T X, u t0 H T I LLI N 00 0 N C U 0 O c O ca J CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG I MITIGATION HANGAR m BIORETENTION LAYOUT AT 673B C17F SCALE: 1" = 5' 4), Ber erABAM � 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION C18F BY C1802421 ABAM BIORETENTION. SCALE: 1 " = 5' APPROVED I DATE I SYM SPT 10/09/18 LAYOUT AT 6 7 0 B REVISION BY I APPROVED I DATE C18E BIORETENTION , SCALE: 1 = 5, LAYOUT AT 6 7 0 A P. of WA �f BOE//V� OD x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE ATE SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) _ NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-113. 4. SEE SHEETS C17E, C17F, C18E, AND C18F FOR OVERFLOW STRUCTURE INFORMATION AND CONVEYANCE PIPE INFORMATION. 5. SEE BIORETENTION LANDSCAPING PLANS ON SHEETS L501-7A THROUGH 1_501-713 FOR PLANTING DETAILS. 6. BIORETENTION SOIL MEDIA SHALL BE PER THE BIORETENTION SOIL MEDIA STANDARD SPECIFICATIONS PROVIDED IN REFERENCE SECTION 11-C OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL. SEE SHEET C501- 6J. 7. STREAMBED COBBLES SHALL BE PER WSDOT STANDARD SPEC SECTION 9-30.11(2) 8. SLOTTED UNDERDRAIN SHALL BE SLOTTED SUBSURFACE DRAIN PVC PER ASTM D1785 SCH 40. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PIPE AND BE 0.04 TO 0.069 INCHES BY 1 INCH LONG AND BE SPACED 0.25 INCHES APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED ON 45-DEGREE CENTERS AND COVER 1/2 OF THE CIRCUMFERENCE OF THE PIPE. OBSERVATION WELL CONSTRUCTED OF NON -PERFORATED MATERIAL SHALL BE LOCATED AT END OF PIPE. OBSERVATION PORT SHALL HAVE LOCKING CAST-IRON LID. 9. EXTRUDED CURB SHALL BE WSDOT STD PLAN F-10.42-00 TYPE 6 10. INSTALL NEW/SALVAGED CONCRETE WHEELSTOP PER DETAIL 5, SHEET C501-6E. 11. CONTRACTOR SHALL VERIFY DEPTH TO SEASONAL HIGH GROUNDWATER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY IF DEPTH IS LESS THAN 7.5-FEET FROM EXISTING GRADE. 12. CONTRACTOR'S AS -BUILT RECORD DOCUMENTS SHALL INCLUDE IN -PLACE INFILTRATION RATE FOR EACH COMPLETE BIORETENTION CELL. INFILTRATION RATE TEST SHALL BE PERFORMED USING THE PILOT INFILTRATION TEST (PIT) METHOD AT THE FINISHED SURFACE OF THE BIORETENTION SOIL MIX WITH A MAXIMUM 6-INCH PONDING DEPTH. 13. 4" STREAMBED COBBLES SHALL BE WSDOT STANDARD SPEC SECTION 9-03.11(2) CONSTRUCTION NOTES EXISTING PARKING STALL STRIPING PROVIDE EXTRUDED CURB PER WSDOT STD PLAN F-10.42-00 TYPE 6, MATCH FACE OF CURB TO EXISTING PARKING STALL STRIPING CONCRETE WHEEL STOP, MATCH FACE OF WHEEL STOP TO EXISTING PARKING STALL STRIPING 4� 6" SLOTTED UNDERDRAIN D� OBSERVATION WELL EDGE OF ASPHALT/TOP OF FREE BOARD P� TOP OF PONDING/BOTTOM OF FREE BOARD 8� TOP OF SOIL/BOTTOM OF PONDING OVERFLOW CONVEYANCE PIPE CONNECTIONS PER PLAN 10 PROTECT EXISTING PARKING LOT LIGHTING TO REMAIN 1i STREAMBED COBBLE LINED PRE -SETTLING CELL 12 PROTECT EXISTING LIGHTING CONDUIT. RELOCATE AND/OR ENCASE IN CDF AS DIRECTED BY ENGINEER. 13 GRADE TO DRAIN TO BIORETENTION CELL, SEE LANDSCAPING PLANS FOR TOPSOIL REQUIREMENTS. 14 PROVIDE 18-INCH MINIMUM WIDTH CURB CUT R-401454 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 01 SURFACE WATER UTILITY + rstraka 12/14/2018 STORM DETAILS " C 180242 J I `"0 R G '^ ' 10/09/ 18 MITIGATION HANGAR C501-6F C46 RENTON SITE JOB NO. C180242 COMP NO. SITE RENTON, WA DwG N0. RTN-YD-0501-6F co CD Lf-) co CD O 00 T X, u 0 H CIVIL MASTER REFERENCE 11-C: BIORETENTION SOIL MEDIA STANDARD SPECIFICATIONS 6.8.1.2 INSTALLATION BIORETENTION SOIL MEDIA STANDARD SPECIFICATIONS 11-C.1 COMPOST Compost products shall be the result of the biological degradation and transformation of uncontaminated biological organic materials under controlled conditions designed to promote aerobic decomposition. Compost shall be stable with regard to oxygen consumption, carbon dioxide generation, and seed germination and seedling vigor. Compost shall be mature with regard to its suitability for use in stormwater facilities and BMPs, post -construction soil amendment, general landscaping, or an erosion control BMP as defined below. Compost shall be tested at a minimum in accordance with the U.S. Composting Council "Testing Methods for the Examination of Compost and Composting" (TMECC), as established in the Composting Council's "Seal of Testing Assurance" (STA) program. Most Washington compost facilities now use these tests. All tests must be done on compost screened to specification for its intended use. 11-C.LA SPECIFICATION 1 COMPOST 1. Compost must be produced at a facility that is permitted by the jurisdictional health authority. Permitted compost facilities in Washington are included on a list available at <http://www.ecy.wa.goy/pro,grams/swfa/organics/soil.html>. 2. Compost must meet the definition of "composted material" in WAC 173-350-100, and must comply with testing parameters and other standards including not exceeding contaminant limits identified in Table 220-B. Testing Parameters, in WAC 173-350-220; and "Physical contaminants" (as defined in WAC 173-350-100) content less than 1% by weight (TMECC 03.08-A) total, not to exceed 0.25 percent film plastic by dry weight. 3. The compost product must originate a minimum of 65 percent by volume from recycled plant waste comprised of "yard debris," "crop residues," and "bulking agents" as those terms are defined in WAC 173-350-100. A maximum of 35 percent by volume of "post -consumer food waste" as defined in WAC 173-350-100 may be substituted for recycled plant waste. Biosolids, manure, and/or bedding straw or wood chips or shavings containing animal excreta are not allowed. 4. Wood waste from chemically treated lumber and manufactured wood products containing adhesives or any other chemical is not allowed; painted and stained wood are not allowed; and only sawdust from virgin lumber allowed. No other toxic or otherwise harmful materials are allowed. 5. For high -density residential subdivision development, multi family, commercial, and industrial projects, and road projects considered high ADTprojects,l the Manufacturer or Vendor shall provide to the end buyer a list of feedstock sources by percentage by volume in the final compost product. 6. Compost shall have a moisture content that has no visible free water or dust produced when handling the material. 1 Land uses as described in Bullets 1, 2, and 3, SWDM Section 1.2.8.1, Subsection A "Basic WO Treatment Areas, Required Treatment Menu." 2017 City of Renton Surface Water Design Manual 11-C-1 REFERENCE 11: MATERIALS 12/1/2016 7. Compost shall have an organic matter content of 40 percent to 65 percent by dry weight as determined by loss of ignition test method ASTM D 2974, or by U.S. Composting Council TMECC 05.07A "Loss -On -Ignition Organic Matter Method (LOI)." 8. Compost shall have a carbon to nitrogen ratio below 25:1, although the carbon to nitrogen ratio may be as high as 35:1 for plantings composed entirely of plants native to the Puget Sound Lowlands region. The carbon to nitrogen ratio shall be calculated on a dry weight basis using TMECC 5.02A ("Carbon to Nitrogen Ratio"), which uses TMECC 04.01A, "Organic Carbon" divided by the dry weight of "Total N" (TMECC 04.02D). 9. Compost pH shall be between 6.0 and 8.5 when tested in accordance with U.S. Composting Council TMECC 04.11-A, "1:5 Slurry pH." 10. Soluble salt content shall be less than 4.0 dS/m (mmhos/cm) when tested in accordance with U.S. Composting Council TMECC 04.10 `Electrical Conductivity, 1:5 Slurry Method, Mass Basis." 11. Compost maturity indicators from a cucumber bioassay (TMECC 05.05-A "Germination Seedling Emergence and Relative Growth) must be greater than 80% for both emergence and vigor"). 12. Stability shall be 7-mg CO2 - C/g OM/day or below in as determined by U.S. Composting Council TMECC 05.08-13 "Carbon Dioxide Evolution Rate," to establish low oxygen use and low CO2 generation rates. Compost shall be screened to the Fine Compost size gradation specification in Section 11-C. LC of this Reference. 11-C.LB SPECIFICATION 2 COMPOST 1. Specification 2 Compost manufacturing, feedstocks, and testing are all identical to Specification 1 Compost except that: a) A maximum of 35 percent by volume of biosolids or manure may be substituted for recycled plant waste. b) Compost may be fine or coarse gradation depending on use and need to meet other screened material quality criteria. c) Carbon to Nitrogen ratio may be up to 40:1 for coarse compost to be used as a surface mulch (not in a soil mix). 11-C.1.0 COMPOST SCREENING SIZE GRADATIONS Where compost gradation is specified, it must meet the following size gradations when tested in accordance with the U.S. Composting Council "Test Methods for the Examination of Compost and Composting" (TMECC) Test Method 02.02-B. Fine Compost shall meet the following gradation by dry weight: Minimum percent passing 2" sieve 100% Minimum percent passing 1 " sieve 99% Minimum percent passing 5/8" sieve 90% Minimum percent passing 1/4" sieve 75% 12/1/2016 CALL 48 HOURS BEFORE YOU DIG 1- 800- 424- 5555 Coarse Compost shall meet the following gradation by dry weight: Minimum Percent passing 3" sieve 100% Minimum Percent passing 1" sieve 90% Minimum Percent passing 3/4" sieve 70% Minimum Percent passing 1/4" sieve 40% i BergerABAM N%Wldw 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 11-C-2 2017 City of Renton Surface Water Design Manual 11-C.LD COMPOST ACCEPTANCE REQUIREMENTS The Contractor shall submit the following information to the King County Department of Permitting and Environmental Review (DPER) Engineer for approval: 1. If the manufacturer is not exempt under Table 220-A, "Terms and Conditions for Solid Waste Permit Exemptions," a copy of the Solid Waste Handling Permit issued to the compost manufacturer by the Jurisdictional Health Department in accordance with WAC 173-350 (Minimum Functional Standards for Solid Waste Handling) or for biosolids composts a copy of the Coverage Under the General Permit for Biosolids Management issued to the manufacturer by the Department of Ecology in accordance with WAC 173-308 (Biosolids Management). 2. The Applicant shall provide written verification and lab analyses that the material complies with the processes, testing, and standards specified in WAC 173-350 and these Specifications. An independent Seal of Testing Assurance (STA) Program certified laboratory2 or a laboratory accredited by WA Ecology3 for the specified methods shall perform the analyses. Lab analysis shall be for the compost delivered on site for project use. 3. A copy of the STA laboratory's Seal of Testing Assurance STA certification as issued by the U.S. Composting Council, or a copy of the Ecology -certified laboratory's accreditation for the specified methods. 11-C.2 BIORETENTION SOIL MIX SPECIFICATIONS Follow the specification below for the approved default bioretention soil mix. Alterations to this specification require an approved adjustment. 11-C.2.A DEFAULT BIORETENTION SOIL MIX Bioretention Soil Mix (BSM) shall be a well -blended homogeneous mixture of Bioretention Mineral Aggregate and Bioretention Compost measured on a volume basis composed of- 0 35 to 40 percent by volume Specification 1 Compost per Section 11-C.1.A above and Section 11-C.2.B below. 0 60 to 65 percent by volume Bioretention Mineral Aggregate per Section 11-C.2.0 below. Projects which prefer to create a custom Bioretention Soil Mix rather than using the default requirement above must demonstrate compliance with criteria as described in Ecology's Stormwater Management Manual for Western Washington (2014) Volume V - Runoff Treatment BMPs, except that any more stringent compost criteria required by this Reference 11-C are applicable. 11-C.2.B BIORETENTION COMPOST Bioretention Compost shall be Specification 1, Fine Compost per Sections 11-C.LA and 11-C.LC of this Reference. Fine Specification 1 Compost shall be used for Bioretention Soil Mix and for any compost used to amend bioretention cell soil. 2 A list of STA certified laboratories can be found at <http://coma ostingcouncil.org/labs/>. 3 A list of WA Ecology accredited laboratories can be found at <httD://www.ecy.wa.gov/programs/eap/labs/>. Only laboratories certified for the specified methods may be used for compost testing. 2017 City of Renton Surface Water Design Manual 11-C-3 REFERENCE 11: MATERIALS 11-C.2.0 BIORETENTION SOIL MIX AGGREGATE Aggregate Gradation 12/1/2016 The following table provides a gradation guideline for the aggregate component of a Bioretention Soil Mix specification in western Washington. This sand gradation is often supplied as a well -graded utility or screened. With compost, this blend provides enough fines for adequate water retention, hydraulic conductivity within recommended range (see below), pollutant removal capability, and plant growth characteristics for meeting design guidelines and objectives. TABLE 11-C.2.A BIORETENTION SOIL MIX MINERAL AGGREGATE GRADATION Sieve Size Percent Passing 3/8" 100 #4 95-100 #10 75-90 #40 25-40 #100 1 4-10 #200 2-4 Where existing soils meet the above aggregate gradation, those soils may be amended rather than importing mineral aggregate. 11-C.3 BIORETENTION MULCH Mulch may only be composed of either chipped wood as defined in Section 11-C.3.A, or compost as defined in Section 11-C.3.B. Mulch may not be made of synthetic materials including but not limited to recycled tire material, virgin rubber material, plastics; or pre -or post -consumer cardboard. 11-C.3.A ARBORIST' S WOOD CHIP MULCH 12/1/2016 Arborist Wood Chip Mulch shall be coarse ground wood chips (approximately 1/2" to 6" along the longest dimension) derived from the mechanical grinding or shredding of the above -ground portions of trees. It may contain wood, wood fiber, bark, branches, and leaves, but may not contain visible amounts of soil. It shall be free of weeds and weed seeds including but not limited to plants on the King County Noxious Weed list available at: <www.kin cg ounty.gov/weeds>, and shall be free of invasive plant portions capable of re -sprouting, including but not limited to horsetail, ivy, clematis, knotweed, etc. It may not contain more than 0.5% by dry weight of manufactured inert material (plastic, concrete, ceramics, metal, etc.). Arborist Wood Chip Mulch, when tested, shall meet the following loose volume gradation: TABLE 11-C.3.A ARBORIST WOOD MULCH GRADATION Sieve Size Percent Passing 1 inch 100 2" 95-100 1" 70-100 5/8 0-50 No. 4 1 0 - 30 11-C-4 2017 City of Renton Surface Water Design Manual REFERENCE 11-C: BIORETENTION SOIL MEDIA STANDARD SPECIFICATIONS Prior to delivery, the Applicant shall provide the following: 1. The source of the product and species of trees included in it; 2. A sieve analysis verifying the product meets the above size gradation requirement; 3. A representative sample of the product for County approval. 11-C.3.B COMPOST MULCH SPECIAL REQUIREMENTS • Compost Mulch for Bioretention must meet the Specification 1 compost requirements of Section 11-C.1.A, except that the gradation must be Coarse Compost per Section 11-C.LC • Compost Mulch for other facilities and BMPs must meet either Specification 1 or Specification 2 compost of Section 11-C. LA or 11-C.1.B respectively, except that the gradation must be Coarse Compost per Section 11-C.1.C. 2017 City of Renton Surface Water Design Manual 11-C-5 12/1/2016 TABLE 6.8.1.C. UNDERDRAIN AGGREGATE Sieve Size Percent Passing 3/ inch 100 percent '/ inch 30 to 60 percent U.S. No. 8 20 to 50 percent U.S. No. 50 3 to 12 percent U.S. No. 200 0 to 1 percent CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 Excavation Soil compaction can lead to facility failure; accordingly, minimizing compaction of the base and sidewalls of the bioretention area is critical. Excavation should never be allowed during wet or saturated conditions (compaction can reach depths of 2-3 feet during wet conditions and mitigation is likely not be possible). Excavation should be performed by machinery operating adjacent to the bioretention facility and no heavy equipment with narrow tracks, narrow tires, or large lugged, high pressure tires should be allowed on the bottom of the bioretention facility. If machinery must operate in the bioretention cell for excavation, use light weight, low ground -contact pressure equipment and rip the base at completion to refracture soil to a minimum of 12 inches. If machinery operates in the facility, subgrade infiltration rates must be field tested and compared to design rates. Failure to meet or exceed the design infiltration rate will require revised engineering designs to verify achievement of treatment and flow control benefits that were estimated in the Stormwater Site Plan. Prior to placement of the bioretention soil mix, the finished subgrade shall: • Be scarified to a minimum depth of 3 inches. • Have any sediment deposited from construction runoff removed. To remove all introduced sediment, subgrade soil should be removed to a depth of 3-6 inches and replaced with bioretention soil mix. • Be inspected by the responsible engineer to verify required subgrade condition. Sidewalls of the facility, beneath the surface of the bioretention soil mix, can be vertical if soil stability is adequate. Exposed sidewalls of the completed bioretention area with bioretention soil mix in place should be no steeper than 3H:1 V. The bottom of the facility should be flat. Soil Placement Onsite soil mixing or placement shall not be performed if bioretention soil mix or subgrade soil is saturated. The bioretention soil mixture should be placed and graded by machinery operating adjacent to the bioretention facility. If machinery must operate in the bioretention cell for soil placement, use light weight equipment with low ground -contact pressure. If machinery operates in the facility, subgrade infiltration rates must be field tested and compared to design rates. Failure to meet or exceed the design infiltration rate will require revised engineering designs to verify achievement of treatment and flow control benefits that were estimated in the Stormwater Site Plan. The soil mixture shall be placed in horizontal layers not to exceed 12 inches per lift for the entire area of the bioretention facility. Compact the bioretention soil mix to a relative compaction of 85 percent of modified maximum dry density (ASTM D 1557). Compaction can be achieved by boot packing (simply walking over all areas of each lift), and then apply 0.2 inches (0.5 cm) of water per 1 inch (2.5 cm) of bioretention soil mix depth. Water for settling should be applied by spraying or sprinkling. Temporary Erosion and Sediment Control (TESC) Controlling erosion and sediment are most difficult during clearing, grading, and construction; accordingly, minimizing site disturbance to the greatest extent practicable is the most effective sediment management. During construction: • Bioretention facilities should not be used as sediment control facilities and all drainage should be directed away from bioretention facilities after initial rough grading. Flow can be directed away from the facility with temporary diversion swales or other approved protection. If introduction of construction runoff cannot be avoided see below for guidelines. • Construction on bioretention facilities should not begin until all contributing drainage areas are stabilized according to erosion and sediment control BMPs and to the satisfaction of the engineer. • If the design includes curb and gutter, the curb cuts and inlets should be blocked until bioretention soil mix and mulch have been placed and planting completed (when possible), and dispersion pads are in place. Every effort during design, construction sequencing and construction should be made to prevent sediment from entering bioretention facilities. However, bioretention areas are often distributed throughout the project area and can present unique challenges during construction. Erosion and sediment control practices must be inspected and maintained on a regular basis. 6.8.1.3 VERIFICATION If using the default bioretention soil mix, pre -placement laboratory analysis for saturated hydraulic conductivity of the bioretention soil mix is not required. Verification of the mineral aggregate gradation, compliance with the compost specifications, and the mix ratio must be provided. If using a custom bioretention soil media, verification of compliance with the minimum design criteria cited above for such custom mixes must be provided. This will require laboratory testing of the material that will be used in the installation. Testing shall be performed by a Seal of Testing Assurance, AASHTO, ASTM or other standards organization accredited laboratory with current and maintained certification. Samples for testing must be supplied from the bioretention soil mix that will be placed in the bioretention areas. If testing infiltration rates is necessary for post -construction verification use the Pilot Infiltration Test (PIT) method or a double ring infiltrometer test (or other small-scale testing allowed by the local government with jurisdiction). If using the PIT method, do not excavate bioretention soil mix (conduct test at level of finished bioretention soil mix elevation), use a maximum of 6 inch ponding depth and conduct test before plants are installed. R-401455 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Ann Fowler 12/14/2018 01 SURFACE WATER UTILITY rstraka 12/14/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY 10/09/18 P. THIS DESIGN AND/OR CHECKED STORM DETAILS C180242 O R G 10/09/18 �N ?, ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 WAS SPT 10/09/18 SHEET SPECIFICATION IS APPROVED ENGINEER TITLE 7 ® ye ��� APPROVED BY DEPT. DATE BEE 10 09 18 MITIGATION HANGAR C501-6G C4 1 CHECKED 31271 ti9 RENTON SITE �OB N0. COMP N0. �sSl crsTeR G APPROVED C180242 ONAL � APPROVED CIVIL MASTER SITE RENTON, WA ! NO. RTN-YD-0501-6G CO O LO (') O O 00 u 00 Q J W H H ON 0 co co 0 CV cM 1V U O O c E m O ca !n J (TYP) (TYP) 1710 171p %AIInT1 I \/AMW-C` c•rr n1 AAI 1710 17pf TYPICAL BIORETENTION SECTION C501-6E SCALE: NTS 501-6 4), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 A MITIGATION HANGAR - CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 (TYP) TYPICAL BIORETENTION CELL WITH PRESETTLING CELL SCALE: NTS REVISION BY I APPROVED I DATE 1 not 17» i not WinTI I klAnlrc' C rr ni AAI 17" 17" III iii iii II _III III _� �- � TYPICAL BIORETENTION SECTION C501-6E SCALE: NTS .SLt. AL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. I DATE BEE ATE SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE CIVIL MASTER GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) _ NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-16. 4. SEE SHEETS C17E, C17F, C18E, AND C18F FOR OVERFLOW STRUCTURE INFORMATION AND CONVEYANCE PIPE INFORMATION. 5. SEE BIORETENTION LANDSCAPING PLANS ON SHEETS L501-7A THROUGH 1_501-76 FOR PLANTING DETAILS. 6. BIORETENTION SOIL MEDIA SHALL BE PER THE BIORETENTION SOIL MEDIA STANDARD SPECIFICATIONS PROVIDED IN REFERENCE SECTION 11—C OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL, SEE SHEET C501-6G. 7. STREAMBED COBBLES SHALL BE PER WSDOT STANDARD SPEC SECTION 9-30.11(2) 8. SLOTTED UNDERDRAIN SHALL BE SLOTTED SUBSURFACE DRAIN PVC PER ASTM D1785 SCH 40. SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PIPE AND BE 0.04 TO 0.069 INCHES BY 1 INCH LONG AND BE SPACED 0.25 INCHES APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE ARRANGED IN FOUR ROWS SPACED ON 45—DEGREE CENTERS AND COVER 1/2 OF THE CIRCUMFERENCE OF THE PIPE. OBSERVATION WELL CONSTRUCTED OF NON —PERFORATED MATERIAL SHALL BE LOCATED AT END OF PIPE. OBSERVATION PORT SHALL HAVE LOCKING CAST—IRON LID. 9. EXTRUDED CURB SHALL BE WSDOT STD PLAN F-10.42-00 TYPE 6 10. INSTALL NEW/SALVAGED CONCRETE WHEELSTOP PER DETAIL 5, SHEET C501-6E. 11. CONTRACTOR SHALL VERIFY DEPTH TO SEASONAL HIGH GROUNDWATER PRIOR TO CONSTRUCTION AND NOTIFY ENGINEER IMMEDIATELY IF DEPTH IS LESS THAN 7—FEET FROM EXISTING GRADE. 12. CONTRACTOR'S AS —BUILT RECORD DOCUMENTS SHALL INCLUDE IN —PLACE INFILTRATION RATE FOR EACH COMPLETE BIORETENTION CELL. INFILTRATION RATE TEST SHALL BE PERFORMED USING THE PILOT INFILTRATION TEST (PIT) METHOD AT THE FINISHED SURFACE OF THE BIORETENTION SOIL MIX WITH A MAXIMUM 6—INCH PONDING DEPTH. 13. UNDERDRAIN AGGREGATE SHALL BE PER TABLE 6.8.1.0 OF THE 2017 CITY OF RENTON SURFACE WATER DESIGN MANUAL, SEE SHEET C501-6G. 14. IMPERMEABLE GEOMEMBRANE LINER SHALL BE UV RESISTANT, HAVE A MINIMUM THICKNESS OF 30 MILS. LINER SHALL BE INSTALLED WITH A MINIMUM OF 12—INCHES OF COVER. CONSTRUCTION NOTES TOP OF FREEBOARD 2� TOP OF PONDING 3� TOP OF BIORETENTION SOIL MIX 18" MINIMUM DEPTH BIORETENTION SOIL MIX 4" MINIMUM DEPTH STREAMBED COBBLES HAND PLACED ON BIORETENTION SOIL MIX. UNDERDRAIN AGGREGATE EXTRUDED CURB/WHEELSTOP PROVIDE BEVELED EDGE AT 2" DEPTH EXISTING ASPHALT 6" SLOTTED UNDERDRAIN PIPE PER ASTM D 1785 SCH 40 10 IMPERMEABLE GEOMEMBRANE LINER SHALL BE PROVIDED IF FIELD VERIFIED DEPTH TO SEASONAL HIGH GROUNDWATER TABLE IS LESS THAN 6.5-FEET FROM EXISTING GRADE OR AS DIRECTED BY ENGINEER. 11 IMPERMEABLE GEOMEMBRANE LINER SHALL BE PROVIDED IF FIELD VERIFIED DEPTH TO SEASONAL HIGH GROUNDWATER TABLE IS LESS THAN 4.5-FEET FROM EXISTING GRADE OR AS DIRECTED BY ENGINEER. 12 CB TYPE 1 W/BEEHIVE GRATE OVERFLOW STRUCTURE. RIM OF OVERFLOW STRUCTURE AND TOP OF PONDING SHALL BE SET AT 6-INCHES BELOW THE TOP OF EXISTING ASPHALT. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS PRIOR TO INSTALLING OVERFLOW CONVEYANCE STRUCTURES. 13 BACKFILL 2-FOOT WIDE ELEVATED UNDERDRAIN TRENCH WITH NATIVE SOILS COMPACTED TO 95% OF MAX DENSITY PER ASTM D1557 R-401456 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING + Ann Fowler 12/14/2018 SURFACE WATER UTILITY rstraka 12/14/2018 wI`„-„ I Ix C 180242 J `IW n 10/ 19/ 18 STORM DETAILS /� SHEET MITIGATION HANGAR C501-6H C48- RENTON SITE JOB NO. C180242 COMP NO. SITE RENTON, WA DWG NO. RTN—YD—0501-6H O LO m O O 00 T X u I H 00 T Q J #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR © 3.5" EA. WAY (4 PLACES) PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR #44.5' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 3" MIN (TYP) 24" x 20" FRAME W/BASE PLATE PLAN VIEW PROVIDE DOWELED CONSTRUCTION CEMENT JOINT (TYP) CONCRETE PAVEMENT #4 @ 12" O.C., EA. WAY, EPDXY COATED ° I a•• DIAGONAL #4 BARS 24" PVC DRAIN SECTION 1 A F-- 24" NYLOPLAST BASE PLATE AND 24" x 20" FRAME CAST INTO CONCRETE COLLAR CEMENT CONCRETE 14.5" PCC PAVEMENT ° ° 12" CSBC L2-1/2" MIN CLR (TYP) 2-1/2" MIN CLR (TYP) 1­1_ 24"x24" SQUARE FRAME CAST INTO CONCRETE COLLAR MIN — — — — J #4 EPDXY COATED REBAR 10" O.C. EA. WAY 2 1/2" MIN (TYP) 24"x24" SQUARE FRAME PLAN VIEW 6" PCC PAVEMENT SECTION WITH 6" CSBC #4 @ 10" O.C., EA. WAY, EPDXY COATED 2-1/2" MIN CLR (TYP) FINISHED GRADE H ""--EXISTING CB TYPE 2 W/SQUARE SECTION 1 E ADJUSTMENT SECTIONS AS REQUIRED CONCRETE COLLAR NOTES: 1. CRUSHED SURFACING BASE COURSE (CSBC) SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. 2. CONCRETE PAVEMENT SHALL MATCH PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. 3. SEE STRUCTURE AND PIPE BEDDING DETAILS FOR ADDITIONAL INFORMATION. 4. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEET C501-113. � #4 EPDXY COATED REBAR 12 O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED �(2) #4 EPDXY COATED REBAR 3.5 EA. WAY (4 PLACES) __--#4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 30" CIRCULAR FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) 30" CIRCULAR FRAME PLAN VIEW � PROVIDE DOWELED 2-1/2" MIN CLR (TYP) CONSTRUCTION CEMENT JOINT (TYP) CEMENT CONCRETE CONCRETE PAVEMENT #4 @ 12" O.C., EA. 14.5" PCC PAVEMENT WAY, EPDXY COATED ° I.if 1 L ° 1" MIN 2" MAX 12" CSBC 2-1/2" MIN CLR (TYP) L30" FRAME CAST INTO DIAGONAL #4 BARS CONCRETE COLLAR 30" PVC DRAIN SECTION 1 B EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR ® 3.5" EA. WAY (4 PLACES) #4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 24" x 20" FRAME CAST INTO CONCRETE COLLAR ROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) RECTANGULAR FRAME PLAN VIEW P PROVIDE DOWELED CONSTRUCTION JOINT (TYP) CEMENT CEMENT CONCRETE 2-1/2" MIN CLR (TYP) CONCRETE PAVEMENT PAVEMENT DIAGONAL #4 BARS 14.5" PCC ° ° — — 12" CSBC 2-1/2" MIN CLR (TYP) EXISTING TYPE 1 CATCH BASIN TO BE ADJUSTED TO GRADE #4 EPDXY COATED REBAR SECTION 1 F AT 12" O.C. BOTTOM,UNLESS OTHERWISE cNOTED r- 10' MIN— #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED �(2) #4 EPDXY COATED REBAR ® 3.5 EA. WAY (4 PLACES) � #4x4'-6" EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 30"x30" SQUARE FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) 30"x30" SQUARE FRAME PLAN VIEW PROVIDE DOWELED 2-1/2" MIN CLR (TYP) CONSTRUCTION CEMENT JOINT (TYP) CEMENT CONCRETE CONCRETE PAVEMENT #4 @ 12" O.C., EA. 14.5" PCC PAVEMENT WAY, EPDXY COATED ° I ° d ° ° — — 12" CSBC 2-1/2" MIN CLR (TYP) DIAGONAL #4 BARS 36" NYLOPLAST BASE PLATE AND 30"x3O" FRAME CAST INTO CONCRETE COLLAR 30" PVC DRAIN SECTOR 1C VF__ N-1, _----#4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR 3.5" EA. WAY (4 PLACES) _---#4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) — 24"x24" SQUARE FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) 24"x24" SQUARE FRAME PLAN VI EW #4 @ 12" O.C., EA. CEMENT PROVIDE DOWELED CONCRETE WAY, EPDXY COATED CEMENT CONCRETE CONSTRUCTION JOINT (TYP) PAVEMENT 2-1/2" MIN CLR (TYP) 14.5" PCC PAVEMENT " ° ° • • • 2 0.5 ... ° ° MIN ° — — — 6" MIN 2,,, CSBC 2-1/2" MIN CLR (TYP) JYJ DIAGONAL #4 BARS SECTOR 1G AIRCRAFT RATED SDMH TYPE 3 W/SQUARE ADJUSTMENT SECTIONS AS REQUIRED � #4 EPDXY COATED REBAR 12" O.C. EA. WAY, TOP & BOTTOM, UNLESS OTHERWISE NOTED (3) #4 EPDXY COATED REBAR ® 3.5" EA. WAY (4 PLACES) #4x4' EPDXY COATED REBAR TYP. TOP & BOTTOM (4 PLACES) 24" CIRCULAR FRAME PLAN VIEW CEMENT PROVIDE DOWELED CONCRETE CONSTRUCTION JOINT (TYP) PAVEMENT 2-1/2" MIN CLR (TYP) bl 20.5 2-1/2" MIN CLR (TYP)J V_ DIAGONAL #4 BARS SECTION 1 D PIPE BEDDING NOTES: 1. ALL BACKFILL MATERIAL SHALL BE PLACED IN LOOSE LAYERS OF NOT MORE THAN 6" DEPTH AND COMPACTED TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. 2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ON SHEETS C501-1A AND C501-113. 3. IF TRENCH SUBGRADE IS DETERMINED TO BE UNSUITABLE BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 4. MINIMUM COVER OVER PIPE AS SHOWN IS REQUIRED TO PREVENT BOTH SHORT AND LONG TERM DEFLECTION DUE TO LOADING ON HDPE PE3408 WITH AN SDR OF 17 AND THE DESIGN LOADS SHOWN ON SHEET C501-1 C. CONTRACTOR SHALL PROVIDE ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION IF THE MINIMUM TEMPORARY COVER REQUIREMENT CANNOT BE ACHIEVED. 5. VARIABLE HIGH GROUND WATER CONDITIONS ARE PRESENT THROUGHOUT THE SITE. DEPTH TO GROUNDWATER IS TIED TO LAKE WASHINGTON WATER LEVEL WHICH VARIES SEASONALLY. BUOYANT FORCES ACTING ON PIPE WILL VARY WITH LAKE LEVEL AND PAVEMENT CONDITIONS THROUGHOUT CONSTRUCTION. SEE DETAIL ON SHEET C501-6K FOR PIPE ANCHORING REQUIREMENTS. UbU1—bA C501-66 SCALE: NTS 24" CIRCULAR FRAME CAST INTO CONCRETE COLLAR PROVIDE DOWELED CONSTRUCTION JOINT AT PERIMETER (TYP) 3" MIN (TYP) - #4 @ 12" O.C., EA. WAY, EPDXY COATED CEMENT CONCRETE PAVEMENT 14.5" PCC ° • • • ° — 6" MIN 12" CSBC AIRCRAFT RATED SDMH TYPE 3 W/CIRCULAR ADJUSTMENT SECTIONS AS REQUIRED TEMPORARY HMA CONDITION (HDPE) TEMPORARY 4" HMA DETECTABLE WARNING TAPE 4" MIN 38" MIN COVER 21 " MIN SEE NOTES 6" MIN PERMANENT PCCP CONDITION (HDPE) PAVEMENT, SEE PAVEMENT SECTIONS CSBC, SEE PAVEMENT SECTIONS 14 1/2" 30" MIN COVER MIN SEE NOTES i 0 In In In In 0 10 1 MGM 0 �. .. 9 1/2" MIN 6" MIN PIPE OUTSIDE DIAMETER 6" MIN 12" MIN OVEREXCAVATION AS REQUIRED SEE NOTES (TYP) PIPE BEDDING PER WSDOT 9-03.12(3) R-401457 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � MODIFIED CONCRETE COLLAR DETAILS CIVIL PERMIT SET i BergerABAM DEVELOPMENT ENGINEERING C501-5A SCALE: NTS CALL 48 HOURS �� V3 Ann Fowler 12/14/2018 C501-5B BEFORE YOU DIG 33301 9th Avenue South, Suite 300 C501-5C 1— 800— 424— 5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 SURFACE WATER UTILITY (206) 431-2300 Fax: (206) 431-2250 rstraka 12/14/2018 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 O R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED WAs��� SPECIFICATION IS APPROVED ENGINEER SPT 10/09/18 TITLE SHEET ""A, ,�� APPROVED BY DEPT. DATE BEE 10/09/18 MITIGATION HANGAR CHECKED C501-6J C49 31271 ww RENTON SITE JOB NO. COMP N0. ���SIDNAL, -" APPROVED C 1 80242 APPROVED CIVIL MASTER SITE RENTON, IRA DING NO. RTN—YD—0501-6J � 1 I 1 /2 I TOP OF SLOT SHALL BE DEPRESSED 1 /2" BELOW SURROUNDING PAVEMENT I I I I 1 3/ I CONSTRUCTION JOINT (TYP) SEE 1 DETAIL 4 ON SHEET C501-5D - 24" CONCRETE PAVING AS SHOWN ON PAVING PLANS (TYP) SEE NOTES f2� — n o NOTES: ° I° 1. SLOTTED DRAIN ASSEMBLY SHALL BE HANCOR DURASLOT, OR 3„ MtN oCLR° r ° APPROVED EQUAL. SLOTTED DRAIN AND TRENCH SHALL MEET AIRPORT TYP) LOAD RATING REQUIREMENTS. MANUFACTURER SHALL PROVIDE STAMPED SUBMITTAL DRAWINGS PRIOR TO MATERIAL ACCEPTANCE. ° INSTALLATION SHALL BE PER MANUFACTURER'S RECOMMENDATIONS. D 2. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY COMPRESSIVE STRENGTH. ° 3. CONCRETE PAVEMENT ABOVE SLOTTED DRAIN TRENCH SHALL MATCH X' PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. IF REINFORCEMENT IS SHOWN ON THE PAVEMENT PLANS, IT SHALL BE SUB -BASE MATERIAL CONTINUED ACROSS SLOTTED DRAIN TRENCH. AS SHOWN ON Lijo m PAVING PLANS (TYP) _z o 4. SLOTTED DRAIN PIPE SHALL BE HIGH DENSITY POLYETHYLENE OR o ALUMINIZED STEEL TYPE 2 PIPE WALL THICKNESS AND GAUGE SHALL BE AS REQUIRED TO MEET AIRPORT LOADING REQUIREMENTS. PIPE MATERIAL SHALL HAVE A MAXIMUM MANNING COEFFICIENT OF 0.024. FINAL CONFIGURATION OF SLOTTED DRAIN ASSEMBLY AND TRENCH SHALL MEET THE DIMENSIONS SHOWN BASED ON SELECTED PIPE MATERIAL AND SLOT DIMENSIONS. 5. ALL METAL PARTS USED IN SLOT DRAIN ASSEMBLY INCLUDING PIPE, SLOT, COUPLING BANDS, AND FITTINGS SHALL BE NON GALVANIZED ALUMINIUM, STAINLESS STEEL, ALUMINIZED STEEL, OR PLASTIC. ADS DURASLOT DRAIN 8" HDPE DUAL WALL PIPE WITH 15" SLOT. INSTALL PER MANUFACTURERS RECOMMENDATIONS. a o ° ° Z ° ° ° ° z N CONCRETE PAVING AS SHOWN ON PAVING PLANS SUB -BASE MATERIAL AS SHOWN ON PAVING PLANS (TYP) 8" HDPE STORM PIPE. SEE PLAN FOR MORE INFORMATION - ADS DURASLOT DRAIN 8" HDPE DUAL WALL PIPE WITH 15" MAN U FAC- 24" ELEVATION AS SHOWN ON GRADING PLANS (TYP) PAVEMENT SLOPED AS SHOWN 15" ACTUAL ON GRADING PLANS (TYP) SLOT HEIGHT f2% 1 t8 12" ° n 30" #5 EPDXY COATED REBAR, 18" O.C. TYP 41 o ° go ° n ° #4 EPDXY COATED o D REBAR, 12" O.C. (TYP) °VAA��VA��VA��VAOVAO�A���A��VV�� A HIGH SLUMP CONCRETE SEE NOTE 2 \ 8" OR AS SHOWN ON PLANS. SEE NOTES PIPE INVERT ELEVATION AS SHOWN ON PLANS 8" SLOTTED DRAIN SECTION C50011-5A SCALE: NTS C501-5B C501-6A C501-6B D° D ° HIGH SLUMP CONCRETE SEE NOTE 2 8" TO 6" HDPE REDUCER 8" HDPE ELBOW 8" SLOTTED DRAIN CONNECTOR TO PPE SCALE: NTS nnninnrrE PAVING AS JN PAVING PLANS ­1 BASIN 8" SLOTTED DRAIN CONNECTION TO STRUCTURE SCALE: NTS CAST IRON CAP WITH RUBBER GASKET B C501-6G NOTE: 1. BASINS SHALL BE NYLOPLAST PVC DRAINS OR APPROVED EQUAL AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 2. CONTRACTOR SHALL FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR BACKFILLING WITH CDF DURING INSTALLATION. 3. DRAIN BASINS SHALL BE CUSTOM MANUFACTURED ACCORDING TO PLAN AND PROFILE INFORMATION. RISERS ARE NEEDED FOR BASINS OVER 84-INCHES DUE TO SHIPPING RESTRICTIONS. THE MAXIMUM DEPTH FROM FINISHED GRADE TO THE LOWEST INVERT SHALL BE 8-FEET. 4. DRAINAGE CONNECTIONS SHALL UTILIZE FLEXIBLE ELASTOMETRIC SEALS CONFORMING TO ASTM F477 AND SHALL MEET THE REQUIREMENTS OF ASTM D3212. CONNECTIONS SHALL BE MADE PER MANUFACTURER'S RECOMMENDATION. CONNECTION ADAPTERS SHALL BE AS REQUIRED TO ACCOMMODATE PIPE TYPE AND DIAMETER SPECIFIED ON PLANS. 5. FRAME AND GRATE OR COVER SHALL BE RATED TO MEET THE PROJECT LOADING REQUIREMENTS ON SHEET G3. DUCTILE IRON FRAME SHALL BE CAST INTO AND FULLY SUPPORTED BY CONCRETE COLLAR. CARE SHALL BE TAKEN TO ENSURE NO LOAD WILL BE TRANSFER TO THE PVC BASIN. 6. FRAME AND COVER FOR 30-INCH DRAIN WITH LOCKING LID SHALL BE NEENAH FOUNDRY PRODUCT NUMBER R-3492-A OR ENGINEER APPROVED EQUAL. FRAME AND GRATE FOR 24-INCH DRAIN WITH HERRINGBONE GRATE SHALL BE NYLOPLAST 24"0 X 24" SQUARE BASEPLATE AND EAST JORDAN IRON WORK 24"x2O" RECTANGLE GRATE PRODUCT 00775035B01. 7. ALL BACKFILL SHALL BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY PER ASTM D-1557. 8. IF SUBGRADE IS DETERMINED BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION TO BE UNSUITABLE, PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE STABILIZATION AS DIRECTED BY THE BOEING CONSTRUCTION MANAGER PER THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. 9. HIGH SLUMP CONCRETE SHALL HAVE MINIMUM 1000 PSI 28-DAY COMPRESSIVE STRENGTH AND SHALL EXTEND TO 12-INCHES BELOW BOTTOM OF CONCRETE PAVEMENT OR THE BELL OF THE UPPERMOST PIPE CONNECTION. 10. CONCRETE PAVEMENT SHALL MATCH PAVEMENT REQUIREMENTS SHOWN ON THE PAVING PLANS. 11. SEE GENERAL NOTES ON C501-1 B FOR ADDITIONAL DESIGN REQUIREMENTS. 24" •a 4 a d v d d a d 4 d a Q A' CONCRETE .a d • d a d .. a d a. d a • a C, MONITOR WELL INSTALLATION PLAN 1-6L SCALE: NTS CEMENT CEMENT CONCRETE CONCRETE PAVEMENT 10' MODIFIED CONCRETE PAVEMENT COLLAR PER DETAIL MINIMUM PIPE [AIRCRAFT RATED FRAME COVER 27-INCHES AND GRATE, SEE NOTES ° - 12" SEE NOTES n n F n _ HIGH SLUMP SEE DRAINAGE PROFILES /CONC R\/ \ FOR RIM AND INVERT ELEVATIi N. SEE NOTES. FULL WIDTH OF TRENCH (18" MIN) �E \X�u /A�A� \� ° \/CSBCi \/\ \/ X 24 \\ 000 00000 X QUARRY / Oo0`0 0`000`0 \\ \\ \\ \i SPALLS \ 000 OO/o000 BIAXIAL\ NYLOPLAST PVC DRAIN BASIN C501-6A SCALE: NTS C501-66 ')n" SECTION B APRON R FINISHED GRADE STEEL PIVOTI RUBBER GASKET W LT MOTES: 1. MONITORING WELL INSTALLATION SHALL BE PERFORMED BY BOEING APPROVED CONTRACTOR AND ALL WORK SHALL BE COORDINATED WITH BOEING ENVIRONMENTAL. 2. MONITORING WELL LOCATIONS SHALL BE FIELD ADJU R-401458 SUMP DEPTH SHALL BE MINIMAL ALLOWABLE DEPTH PER MANUFACTURER UNLESS OTHERWISE NOTED ON PLAN LOCKABLE WATERPROOF CAP UT ASSEMBLY FOR PADLOCK P PLATE PVC WELL CASING IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAMV3 CIVIL PERMIT SET DEVELOPMENT ENGINEERING �� Ann Fowler 12/14/2018 CALL 48 HOURS ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 DESIGN BY: BERGERABAM DATE 10/22/2018 SURFACE WATER UTILITY rstraka 12/14/2018 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 0 R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED °F wesg��� SPECIFICATION IS APPROVED ENGINEER SPT 10 09 18 TITLE SHEET APPROVED BY DEPT. DATE BEE 10/09/18 MITIGATION HANGAR C501 6 L 1 CHECKED C 5 &00131271 ww RENTON SITE JOB NO. COMP NO. ��SIDNAL, - APPROVED C 180242 T7 APPROVED CIVIL MASTER SITE RENTON, WA DING NO. RTN—YD—0501-6L It N O co N O c� U O 0 c: m E c m 0 a� c� V) in cv J SITE SPECIFIC DATA PROJECT NUMBER 7606 PROJECT NAME BOEING MITIGATION HANGAR PROJECT LOCATION RENTON, WA STRUCTURE ID RTU-17 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) *0.409 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) — IF APPLICABLE 2.176 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 16.67 DI 12" OUTLET PIPE 15.20 HDPE 12" PRETREA TMENT BIOFIL TRA TION DISCHARGE RIM ELEVATION 19.00 19.00 19.00 SURFACE LOAD 120 KIPS 120 KIPS 120 KIPS FRAME & COVER 36" X 36',' 36" X 74 " (2) 36" X 74'; (2) 36" X 36" ly (2) 30 X 30 INDUSTRIAL MEDIA VOLUME (CY) 4.48 INDUSTRIAL MEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) (2) 01.99 " NOTES- *A TOTAL TREATMENT FLOW. OF TWO MWS UNITS WILL PROVIDE THE REQUIRED INSIALLAIIUN NUIES ENAH FOUNDRY PATENTED NEENAH FOUNDRY VERTICAL NEENAH FOUNDRY RE3498 R3S SPRING PERIMETER — RING UNDERDRAIN 9SPRING [ASSIST HATCHES ASSIST HATCH VOID AREA MANIFOLD ASSIST HATCH r r �� -' • ifSiSltl9 N NEENAH FOUNDRY INDUSTRIAL MEDIA R-3498—P2S BED C L SPRING ASSIST HATCH 5 NEENAH FOUNDRY _ R-3498—P2S — SPRING ASSIST HATCH ." 4 I 2 1 LJ -- -- -- -- -- -- -- -- --- - -- - I i - OUTFLOW PIPE DRAIN DOWN LINE PRE —FILTER + SEE NOTES NEENAH FOUNDRY NEENAH FOUNDRY CARTRIDGE R-3498—R3S SPRING R-3498—R2S SPRING ASSIST HATCHES ASSIST HATCH INFLOW PIPE SEE NOTES PLAN VIEW 19.00 16.49 IE IN FLOW CONTROL 16.67 RISER TOP 01 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND IE our WEIR 1s.28 INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND _ _ __ _ ______ _ ___ _ _._ _ _._ , 15.20 APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN WATER TABLE 10 —10» 4» _ — 12 —10» MANUFACTURERS CONTRACT 15.20 DISCHARGE PRETREATMENT 2. UNIT MUST BE INSTALLED ON LEVEL BASE MANUFACTURER 6"� CHAMBER CHAMBER �6» 24'-0» RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED 25'-0» BY THE PROJECT ENGINEER, CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. ELEVATION VIEW J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON —SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES INTERNAL BYPASS DISCLOSURE: AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. THE DESIGN AND CAPACITY OF THE PEAK CONVEYANCE METHOD TO BE REVIEWED 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. AND APPROVED BY THE ENGINEER OF RECORD. HGL(S) AT PEAK FLOW SHALL BE ASSESSED TO ENSURE NO UPSTREAM FLOODING. PEAK HGL AND BYPASS GENERAL NOTES CAPACITY SHOWN ON DRAWING ARE USED FOR GUIDANCE ONLY. 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONFIDENTIAL.- 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO PROTECTED BY ONE OR MORE OF THE FOLLOWING US PATENTS: THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE Bio CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS 7425,262; 7,470,362; 7674,378; PROPERTY OF MODULAR WETLANDS SYSTEMS. ANY AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 8 s03 816; RELATED FOREIGN PATENTS OR OTHER PATENTS PENDING REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF MODULAR WETLANDS SYSTEMS IS PROHIBITED. A FOrterra Company + 4» �4'-0"� 8" 8'_0» 8» 9'-4» LEFT END VIEW NEENAH FOUNDRY NEENAH FOUNDRY R-3498—R2S SPRING R-3498—R3S SPRING o ASSIST HATCH ASSIST HATCH ,I C/L + 4"- 8» —4'-0»— —8» 9'-4» RIGHT END VIEW TREATMENT FLOW (CFS) 0.205 OPERATING HEAD (FT) 1.0 PRETREATMENT LOADING RATE (GPM/SF) 1.7 INDUSTRIAL MEDIA LOADING RATE (GPM/SF) 1.0 MWS-L -8-24- V- UG STORM WA TER BIOFIL TRA TION SYSTEM STANDARD DETAIL NEAR MODULAR WETLAND SYSTEM RTU017 01-6A SCALE: NTS AIRCRAFT RATED HATCHES 72" X 36" DOUBLE NEENAH R-3498—R3S 62" X 36" DOUBLE EAST JOURDAN 8196—DOUBLE 36" X 36" SINGLE NEENAH R-3498—R2S 24" DIA ROUND NEENAH R-3492 NOTES: 1. ALL VAULT STRUCTURES AND ASSOCIATED ACCESS LIDS AND HATCHES SHALL MEET THE DESIGN LOADING REQUIREMENTS SHOWN ON SHEET C501-1 C. 2. THE LIFTING FORCE REQUIRED TO OPEN ACCESS LIDS AND HATCHES SHALL BE A MAXIMUM OF 35—POUNDS. HINGED LIDS AND ACCESS HATCHES SHALL BE EQUIPPED WITH A HYDRAULIC LIFT ASSIST SYSTEM AS REQUIRED TO MEET THE MAXIMUM LIFTING FORCE REQUIREMENTS. 3. MODULAR WETLAND FRAMES, HATCHES, AND LIDS SHALL BE AS SHOWN IN THE TABLE ABOVE OR ENGINEER APPROVED EQUAL. 4. SEE 501-5C FOR LID ELEVATIONS. 5. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-113. 6. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAIL. R-401459 IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING + CALL 48 HOURS V3 Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 DESIGN BY 1-800-424-5555 Federal Way, Washington 98003-2600 : BERGERABAM DATE 10/22/2018 SURFACE WATER UTILITY (206) 431-2300 Fax: (206) 431-2250 rstraka 12/14/2018 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 O R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P T THIS DESIGN AND/OR CHECKED of WAsx, �i' SPT 10/09/18 SHEET SPECIFICATION IS APPROVED ""A ��� ® �� APPROVED BY DEPT. DATE ENGINEER 10/09/18 TITLE MITIGATION HANGAR CHECKED C501-6M C52 RENTON SITE �o R 31271 o ww JOB NO. COMP NO. L�ss�oNaL APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN—YD—0501-6M It N O co N O c� U O 0 c: m E c m 0 a� c� cv J SITE SPECIFIC DATA PROJECT NUMBER 7606 PROJECT NAME BOEING MITIGATION HANGAR PROJECT LOCATION RENTON, WA STRUCTURE ID RTU-18 TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) *0 409 TREATMENT HGL AVAILABLE (FT) N/A PEAK BYPASS REQUIRED (CFS) — IF APPLICABLE 2.176 PIPE DATA I.E. MATERIAL DIAMETER INLET PIPE 16.67 DI 12" OUTLET PIPE 15.20 HDPE 12" PRETREATMENT BIOFIL TRA TION DISCHARGE RIM ELEVATION 19.00 19.00 19.00 SURFACE LOAD 120 KIPS 120 KIPS 120 KIPS FRAME & COVER 36" X 36'; 36" X 74 (2) 36" X 74'; (2) 36" X 36 (2) 30 �, X 30 INDUSTRIAL MEDIA VOLUME (CY) 4.48 INDUSTRIAL MEDIA DELIVERY METHOD PER CONTRACT ORIFICE SIZE (DIA. INCHES) (2) 01.99" NOTES: *A TOTAL TREATMENT FLOW. OF TWO MWS UNITS WILL PROVIDE THE REQUIRED INSTALLATION NOTES NEENAH FOUNDRY R-3498—P2S SPRING ASSIST HATCH 1. CONTRACTOR TO PROVIDE ALL LABOR, EQUIPMENT MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT: 2. UNIT MUST BE INSTALLED ON LEVEL BASE. MANUFACTURER RECOMMENDS A MINIMUM 6" LEVEL ROCK BASE UNLESS SPECIFIED BY THE PROJECT ENGINEER. CONTRACTOR IS RESPONSIBLE TO VERIFY PROJECT ENGINEERS RECOMMENDED BASE SPECIFICATIONS. J. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON —SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR TO SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR TO GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. 6. DRIP OR SPRAY IRRIGATION REQUIRED ON ALL UNITS WITH VEGETATION. 19.00 FLOW CONTROL RISER PATENTED VERTICAL NEENAH FOUNDRY NEENAH FOUNDRY NEENAH FOUNDRY R—J498—RJS SPRING PERIMETER R-3498—R2S SPRING UNDERORAIN R-3498—R3S SPRING ASSIST HATCH VOID AREA ASSIST HATCHES MANIFOLD ASSIST HATCH 17, 14 OUTFLOW PIPE DRAIN DOWN LINE PRE —FILTER SEE NOTES NEENAH FOUNDRY NEENAH FOUNDRY CARTRIDGE R-3498—R3S SPRING R-3498—R2S SPRING ASSIST HATCHES ASSIST HATCH INFLOW PIPE SEE NOTES PLAN VIEW NEENAH FOUNDRY INDUSTRIAL MEDIA R-3498—P2S BED C L SPRING ASSIST HATCH 16.49 lE IN 16.67 U" I® I I® I I® I I® I I® I lE OUT 16.28 15.20 WATER TABLE 10'-10" 12'-10" 15.20 DISCHARGE PRETREATMENT CHAMBER CHAMBER 6"— 24'-0" _6" 25'-0" ELEVATION VIEW GENERAL NOTES 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 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. THE PRODUCT DESCRIBED MAY BE PROPRIETARY AND CONFIDENTIAL: PROTECTED BY ONE OR MORE OF THE FOLLOWING US PATENTS: THE INFORMATION CONTAINED IN THIS DRAWING IS IHE SOLE No Clnl,,.ari 7, 425,262; 7, 470, J62, 7, 674, J78; PROPERTY OF MODULAR WETLANDS SYSTEMS. ANY 8,JOJ,816,- RELATED FOREIGN REPRODUC77ON IN PART OR AS A WHOLE WITHOUT THE WRITTEN P47ENTS OR OTHER PATENTS PENDING PERMISSION OF MODULAR WETLANDS SYSTEMS IS PROHIBITED. A FOrterra Company E i►i NEW I I IN11 1ell +4" 4'-0"--3'_8"-- LEFT END VIEW NEENAH FOUNDRY NEENAH FOUNDRY R-3498—R2S SPRING R-3498—R3S SPRING o ASSIST HATCH ASSIST HATCH ,I C/L 4 "-- �— A � J'-8",—4'-0"-- —8" 9'-4 " RIGHT END VIEW TREATMENT FLOW (CFS) 0.205 OPERATING HEAD (FT) 1.0 PRETREATMENT LOADING RATE (GPM/SF) 1.7 INDUSTRIAL MEDIA LOADING RATE (GPM/SF) 1.0 MWS-L -8-24- V- UG STORM WATER BIOFIL TRA TION SYSTEM STANDARD DETAIL NEAR MODULAR WETLAND SYSTEM RTU018 01-6A SCALE: NTS AIRCRAFT RATED HATCHES 72" X 36" DOUBLE NEENAH R-3498—R3S 62" X 36" DOUBLE EAST JOURDAN 8196—DOUBLE 36" X 36" SINGLE NEENAH R-3498—R2S 24" DIA ROUND NEENAH R-3492 NOTES: 1. ALL VAULT STRUCTURES AND ASSOCIATED ACCESS LIDS AND HATCHES SHALL MEET THE DESIGN LOADING REQUIREMENTS SHOWN ON SHEET C501-1 C. 2. THE LIFTING FORCE REQUIRED TO OPEN ACCESS LIDS AND HATCHES SHALL BE A MAXIMUM OF 35—POUNDS. HINGED LIDS AND ACCESS HATCHES SHALL BE EQUIPPED WITH A HYDRAULIC LIFT ASSIST SYSTEM AS REQUIRED TO MEET THE MAXIMUM LIFTING FORCE REQUIREMENTS. 3. MODULAR WETLAND FRAMES, HATCHES, AND LIDS SHALL BE AS SHOWN IN THE TABLE ABOVE OR ENGINEER APPROVED EQUAL. 4. SEE 501-5C FOR LID ELEVATIONS. 5. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-113. 6. SEE STRUCTURAL PLANS FOR STRUCTURAL SUPPORT DETAIL. R-401460 IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING + CALL 48 HOURS V3 Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 DESIGN BY: BERGERABAM DATE 10/22/2018 SURFACE WATER UTILITY 1— 800— 424— 5555 Federal Way, Washington 98003-2600 rstra a 12/14/2018 (206) 431-2300 Fax:(206) 431-2250 DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 O R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED of WA3A, �i' SPT 10/09/18 SHEET SPECIFICATION IS APPROVED ""A �ff" APPROVED BY DEPT. DATE BEENEER 10 18 TITLE MITIGATION HANGAR CHECKED C501-6N C53 STf RENTON SITE �o R 31271 o ww JOB NO. COMP NO. L��SIONAL �APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN—YD—0501-6N C-0 C) LO M O 00 T �u , I 04 00 T Q J w H 1-� N co 0 N C U O E 0 c 0 a� c� in cv J G r r c r 30" SAMPLING AND INSPECTION ACCESS TOP OF OUTLET EL - 17.82 12" OUTLET EL - 17.32 6" PVC OUTLET 36" X 72" ACCESS FOR PLATE PACK REMOVAL COALESCING PLATE PACK HOLD-DOWNS SECURED TO VAULT, SEE NOTES d d d . v � vd 1.d v I A: d .Q v 07 A' CCC AIOTCC 30" SAMPLING AND INSPECTION ACCESS v d d'. d ° 12" PVC d INLET TEE d - - - WQ SURFACE _v-- - EL - 17.32 ' d d SUBMERGED 12" Z v.. INLET EL 16.75 NLET WEIR c5 D z cn r o m a 0 fTl d d cn M m 00 m d O _ c m z z o - cn d Z r, -^ ° cn ° .. A OIL RETENTION BAFFLE/CONC COALESCING PLATE PACK, SEE NOTES d -30" MAINTENANCE ACCESS W/LADDER WQ SURFACE EL - 17.32 DDER 18" INLET PIPE EL - 13.11 v. -FLANGE WITH SHEAR GATE SECURED IN OPEN POSITION d � ROWS-067 SECTION v d . . cn w 0 z w w z z - � N 30" SAMPLING AND INSPECTION ACCESS v a d d 9 EL - 18.35 SEE NOTES TOP OF RISER EL - 17.46 ISER TEE HOLD-DOWN & SUPPORTS SECURED TO VAULT, SEE NOTES 18" BYPASS OUTLET EL - 13.63 N 48" 0 RISER WITH z SOLID BOTTOM a 1 BOTTOM EL - 11.35 v NOTES 1. SEE GENERAL NOTES ON THIS SHEET. 2. DESIGN WATER QUALITY FLOWRATE: 1.993 CFS 3. DESIGN PEAK 100-YR BYPASS FLOWRATE: 4.8767 CFS COMBINED BYPASS AND OIL/WATER SEPARATOR VAULT: ROWS-067 C501-6A SCALE: NTS GENERAL BYPASS SOWS NOTES 1. ALL DIMENSIONS SHOWN REPRESENT INTERIOR OF CONCRETE LINED STEEL STRUCTURE. SEE STRUCTURAL DETAILS FOR STRUCTURAL DESIGN AND REINFORCEMENT INFORMATION. 2. PIPE AND COALESCING PLATE PACK SUPPORT/HOLD DOWN SHALL BE ALUMINUM OR STEEL AND BE ANCHORED AT A MAXIMUM SPACING OF 36". ATTACH PIPE SUPPORTS TO STRUCTURE WITH 5/8-INCH STAINLESS STEEL EXPANSION BOLTS OR EMBED THE SUPPORTS INTO THE STRUCTURE WALL. 3. THE RISERS AND TEES SHALL BE FABRICATED FROM ONE OF THE FOLLOWING MATERIALS: 0.060" CORRUGATED ALUMINUM ALLOY DRAIN PIPE 0.064" CORRUGATED ALUMINIZED STEEL DRAIN PIPE 0.060" ALUMINUM ALLOY FLAT SHEET, IN ACCORDANCE WITH ASTM B 209, 5052 H32 OR EPS 4. FRAMES AND LADDERS OR STEPS ARE TO BE OFFSET SO THAT: THE SHEAR GATE IS VISIBLE FROM THE TOP AND THE CLIMB -DOWN SPACE IS CLEAR OF THE RISER AND GATE. 5. RESTRICTOR PLATE ORIFICE OPENING IS TO BE CUT ROUND AND SMOOTH. 6. THE SHEAR GATE SHALL BE MADE OF ALUMINUM ALLOY IN ACCORDANCE WITH ASTM B 26 AND ASTM B 275, DESIGNATION ZG32A; OR CAST IRON IN ACCORDANCE WITH ASTM A 48, CLASS 308. THE LIFT HANDLE SHALL BE MADE OF A SIMILAR METAL TO THE GATE (TO PREVENT GALVANIC CORROSION), IT MAY BE OF SOLID ROD OR HOLLOW TUBING, WITH ADJUSTABLE HOOK AS REQUIRED. A NEOPRENE RUBBER GASKET IS REQUIRED BETWEEN THE RESTRICTOR PLATE MOUNTING FLANGE AND THE GATE FLANGE. INSTALL THE GATE SO THAT THE LEVEL -LINE MARK IS LEVEL WHEN THE GATE IS OPEN. THE MATING SURFACES OF THE LID AND THE BODY SHALL BE MACHINED FOR PROPER FIT. ALL SHEAR GATE BOLTS SHALL BE STAINLESS STEEL. 7. THE SHEAR GATE MAXIMUM OPENING SHALL BE CONTROLLED BY LIMITED HINGE MOVEMENT, A STOP TAB, OR SOME OTHER DEVICE. 8. ALTERNATIVE SHEAR GATE DESIGNS ARE ACCEPTABLE IF MATERIAL SPECIFICATIONS ARE MET AND FLANGE BOLT PATTERN MATCHES. 9. COALESCING PLATE SHALL BE MADE OF STAINLESS STEEL OR POLYPROPYLENE AND SHALL BE SECURELY BUNDLED IN PACKS SO THAT THEY CAN BE REMOVED AS UNITS. PLATES WITHIN EACH PACK SHALL BE INCLINED AT 45° TO 60° FROM THE HORIZONTAL, HAVE A MINIMUM SPACING OF 1/2-INCH AND HAVE CORRUGATIONS. THE PLATE PACK SHALL HAVE A MINIMUM OF 6-INCHES OF SEPARATION FROM THE BOTTOM OF THE VAULT AND 1-FOOT OF CLEARANCE FROM THE TOP OF THE PLATE PACK TO THE BOTTOM OF THE VAULT LID. 10. THE ENTIRE SPACE BETWEEN THE SIDES OF THE PLATE PACK(S) AND THE INTERIOR VAULT WALL SHALL BE FILLED WITH A SINGLE PIECE OF REMOVABLE POLYETHYLENE FOAM TO PREVENT SHORT-CIRCUITING OF THE PLATE PACK(S). 11. MANUFACTURER SHALL PROVIDE CALCULATIONS CONFIRMING THE PLATE PACK MEET THE DESIGN REQUIREMENTS OF THE 2017 CITY OF RENTON STORMWATER DESIGN MANUAL BASED ON THE FOLLOWING INFLUENT AND EFFLUENT CRITERIA: OIL SPECIFIC GRAVITY 0.88 OPERATING TEMPERATURE 50° INFLUENT OIL CONCENTRATION 100 PPM MEAN OIL DROPLET SIZE 130 MICRONS OIL RISE RATE 0.033 FT/MIN FLOW RATE SEE DETAIL WQ FLOW EFFLUENT OIL CONCENTRATION 10 PPM 100% SIZE COLLECTED 60 MICRONS 12. ALL INTERIOR VAULT BAFFLES AND WEIRS SHALL BE CONCRETE OR STAINLESS STEEL AND SHALL BE SECURELY FASTENED TO THE VAULT. PAINTING OR OTHER COATING OF METAL PARTS FOR CORROSION RESISTANCE IS NOT ALLOWED. 13. LIDS SHALL MEET LOADING AND LIFT REQUIREMENTS SHOWN ON SHEET C501-1 C. 14. LINK -SEAL MODULAR SEALS SHALL BE PROVIDED AT EXTERIOR WALL PENETRATIONS AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SEE STRUCTURAL PLANS FOR ADDITIONAL WALL PENETRATION DETAILS. 15. PERMANENT WATER QUALITY TREATMENT FACILITIES SHALL NOT BE USED TO CONVEY OR CONTAIN CONSTRUCTION STORM WATER. NEW FACILITIES SHALL BE KEPT OFFLINE UNTIL PROJECT IS COMPLETE. THE CONTRACTOR SHALL CLEAN AND FLUSH ALL PARTS OF THE SYSTEM PRIOR. SEE GENERAL NOTES ON SHEET C501-1A AND C501-1B. 16. SEE STRUCTURAL SHEETS SS01 THROUGH SS07 FOR VAULT STRUCTURE DETAILS. R-401461 IN COMPLIANCE WITH CITY OF RENTON STANDARDS iBergerABAMV3 CIVIL PERMIT SET DEVELOPMENT ENGINEERING �� Ann Fowler 12/14/2018 CALL 48 HOURS ' BEFORE YOU DIG 33301 9th Avenue South, Suite 300 DESIGN BY: BERGERABAM DATE 10/22/2018 SURFACE WATER UTILITY 1- 800- 424- 5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 "* 1 1 1 rstraka 12/14/2018 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE ACCEPTABILITY HL 10/09/18 STORM DETAILS C180242 O R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 ��N P. T THIS DESIGN AND/OR CHECKED of WAsx, SPECIFICATION IS APPROVED SPT 10/09/18 SHEET APPROVED BY DEPT. DATE ENGINEER 10 �� 18 TITLE MITIGATION HANGAR CHECKED C501-6P C54 STI RENTON SITE �o R 31271 o ww JOB N0. COMP NO. ���SIONAL �APPROVED C 180242 APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN-YD-0501-6P 24.8� �S \ a � / EG-24 2 / I /l\ 1 i \ r -25.8 I 1 I \ I ��N pN g\ (VDOl7/1 l O\ I EG-24.0 ) I / �k, 24.4, \ EG-24.2 1 6 EG-24.0 - \ 675E 18 / I EG-23.9 `o RIM-23.4 EG-24.0 674C-18 I I d \ J RIM-23.3 / w�\ \ I I� EG 23.9 1� 1 \ V' Q' I EG-23.8 \N EG-24.1 I V N I 672C-18 / o RIM \� 24.2 EG24.0 L- cV 00 EG-23.7 nl d EG-23.8 I ^?/ I I I 1 I f �`L°`� I ✓ N EG-23.9/ L J\\ EG-24.0 I " ry 0 1 EG-24.0 \\ J ; EG-23.9� C' N EG-23.9 671 C-18 EG-23.7 / / I EG-23.7 EG-23.4 EG-23.7 I / I O RIM \23.4 / �iEG-23.5 EG-24.0 \ \ 67313-18 � \ \ EG-23.7 - 675A-18 , / EG-23.5 ` / / RIM-23.0j / O �' IEG-23.3 EG-23.6 �"' 6746-18 /- I / I EG-23.8 / l ; / I EG-23.3 RIM-22.7 I NIV, I I / o/ T I EG-23.4 Co I �"� 'I �N670E-18 / I I I I I \ ✓ I ' /I I -`� / RIM-23.0AVY Cb / RIM-22.7 -01 / I N ti 1 1 I 1 / �5� / EG 23.6 ~' EG-23.4� EG-23.6 / / A- 672 B-18 I / - / / I V \IE�G-(I2I,3, .1 I /RIM-\22.8 I I II\ EG-23.7 6EG-23.2 23. i II I EG-23�.5o EG-23.5 "y V EG-23.4EG-2'3.0 671 B -18 ' " EG-23.3 RIM-22.7675 EG-23.7 G 23.1 EG-23.2ERIM-22.5 EG 23.1 RIM-22.1 673A-18 EG-23.4 / / Id I EGN , � �/EG.8 RIM-.3 AEG-23.4 EG-22.9 I� EG-23.0 -3.i EG-23.3670A-18 23.E5I EG-22.6 EG-23.5 �EG_23.5 EG-22.8 RIM 22.6 EG- 674 __ _ ; EG-23.2 \ RIM 22.6 _ / / - EG 23.2 \ / EG23.3 / 1 672A 118 , EG-22.9 I I I EG-23/.5673 RIM-22.7 EG-22.8 RIM-22.3 R MA22 4 / 1 EG-23.1� 672\ T130 <y Nl 671 RIM -22.7 67✓0RIM-22.7 <v�' RIM-22.6 I -7 I I I I I CN "" SbINE ROAD \ 'o\ EG-23.9 I -EG-23.7- \ CO./ \--_234V \ / --- N \ N Co \ -' COV RED WA KWAY \ / \ . . :: .': :. :. ::....: e COVERE WALKW Y /-�:::::::TC: RED:WALf�.: - _ . / on GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SPOT ELEVATIONS AND CONTOURS SHOWN ON THIS PLAN REPRESENT EXISTING PAVEMENT GRADE ELEVATIONS BASED ON AS -BUILT INFORMATION AND AVAILABLE RECORD DRAWINGS. NO NEW PAVEMENT IS PROPOSED AT BIO-RETENTION CELL LOCATIONS. C21 C22 C23 C24 C25 C26 C27 C28 C29 C30 KEY PLAN SCALE : NONE R-401462 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerABAM CIVIL PERMIT SET DEVELOPMENT ENGINEERING + 20 0 20 40 CALL 48 HOURS �� V3 Ann Fowler 12/14/2018 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 scale feet S strakaURFACEW2/14/2018ATER Y (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION SYMBOL DATE �N P• THIS DESIGN B AND/OR CHECKED HL 10/19/18 STORM DETAILS - EXISTING GRADES AT LOT S7 C180242 A 10/19/18 A MITIGATION HANGAR -CITY OF RENTON COMMENTS C180242 ABAM SPT 10/19/18 T� SPT 10/19/18 SHEET WAsG SPECIFICATION IS APPROVED ENGINEER TITLE MITIGATION HANGAR C501-6Q C54 APPROVED BY DEPT. DATE BEE 10/19/18 CHECKED RENTON SITE "0 R 31271 o ww JOB NO. COMP NO. ��ss�oNaL �APPROVED C 180242 t7 APPROVED CIVIL MASTER SITE RENTON, WA Dwc NO. RTN-YD-0501-6Q N 00 0 N C U 0 0 c 0 ca J CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG I MITIGATION HANGAR 4), Ber erABAM � 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION � c/) D O q � � z PLAN - SCALE: 1 "=5'-0 BY C1802421 ABAM COFFERDAM B LAYOUT APPROVED I DATE I SYM MGW 10/09/18 REVISION SS02 TU-17, AND BY I APPROVED I DATE L G. t� ASFj! BOE//V� a � w ✓j l'�1, 28710 �s1�NALG CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 GENERAL NOTES 1. THE CONTRACTOR SHALL FORMULATE THE CONTRACTOR'S OWN CONCLUSIONS AS TO THE EXTENT OF EXISTING SUB -SURFACE CONSTRUCTION. NOT ALL UTILITIES AND SUB -SURFACE CONSTRUCTION ARE SHOWN ON THESE DRAWINGS. CONTRACTOR HAS FULL RESPONSIBILITY TO AVOID SUB -SURFACE UTILITIES AND CONSTRUCTION. 2. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 3. THE PRIME CONTRACTOR AND SUB -CONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION PROCESS AND SAFETY OF THE WORKERS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, TEMPORARY HAND RAILS, EXCAVATION ACCESS AND BARRIERS. IT ALSO INCLUDES LIFTING OF MATERIALS AND CONSTRUCTION EQUIPMENT INTO AND OUT OF THE EXCAVATION, TEMPORARY SHORING OF EXCAVATIONS AND STABILITY OF TEMPORARY EXCAVATIONS AND CUT SLOPES. 4. PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5. COFFERDAM AND TRENCH SHORING SHALL BE REMOVED FROM THE SITE AT THE END OF EXCAVATION WORK. 6. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 7. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6P FOR STORM SYSTEM IMPROVEMENT DETAIL. 8. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL, AND GRADING INFORMATION. CUSTOM OIL WATER SEPARATOR VAULT OWS-067 PER STRUCTURAL DETAILS ON SHEET SS02 THROUGH SS07. ALSO SEE SHEET C501-6P FOR VAULT STORMWATER REQUIREMENTS AND DETAILS 2> LINEAR MODULAR WETLAND SYSTEM RTU-017. SEE SHEET C501-6M FOR DETAILS LINEAR MODULAR WETLAND SYSTEM RTU-018. SEE SHEET C501-6N FOR DETAILS INSTALLATION OF SHORING/VAULTS TO BE COMPLETED UNDER A SEPARATE BUILDING PERMIT DRAWN DATE SUBTITLE ACCEPTABILITY DEW 10 09 18 THIS DESIGN AND/OR CHECKED SPECIFICATION IS APPROVED DJS 10 09 18 ENGINEER TITLE APPROVED BY DEPT. I DATE DEW 10/09/18 SHORING DETAILS R-401463 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS C 180242 J' """0 R I Q v^ L 10/09/ 18 MITIGATION HANGAR SSW SSW RENTON SITE JOB NO. C180242 COMP NO. SITE RENTON, WA DWG NO. RTN-YD-SS01 co CD Lf-) co CD O 00 X, u 00 Q J CIVIL MASTER T Nt O Nt 0 `W 1 N 00 0 N C U 0 0 c 0 a) ca J 0 w �z C1 w: � N N Q CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG MITIGATION HANGAR 'H' SAWCUT EDGE OF EXISTING PAVEMENT SHORE EDGE OF PAVING AS NESESSARY WITH CONCRETE \ / EDGE FOOTING TO PREVENT PAVING FROM UNRAVELING OR BECOMING DISTRESSED. TOP OF COFFERDAM WELL HAS SIGNIFICANT DISPLACEMENTS UNDER DESIGN LOADS \/ AND MAY RESULT IN LATERAL SPREADING OF NEAR SURFACE SOILS, CONTRACTOR SHALL MONITOR AND ADD TO EDGE FOOTING AS REQUIRED TO MAINTAIN EXISTING PAVING NEEDED FOR ONGOING BOEING OPERATIONS DURING CONSTRUCTION. i BergerABAM �� 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION BY C1802421 ABAM SHEET PILE COFFERDAM \ SEE TABLE 1 � SECTION 5500-27 SCALE: NTS TABLE 1 DEWATERED NOT DEWATERED H SHEET , B MAXIMUM ANTICIPATED SHEET , B MAXIMUM ANTICIPATED DEFLECTION DEFLECTION 11 '-0" AZ 19 31.0' 10.4" AZ 13 25.0' 8.4" NOTE: STEEL GRADE 50ksi STEEL SHEET PILES APPROVED DATE MGW 10/09/18 SYM REVISION BY I APPROVED I DATE 1 /4" CHAMFER, Pit. G. BOE//V� a �✓j l'C'1, 28710 �s1�NALG "A" CDAKI SECTION - TRENCH @ TOW PATH SCALE: NTS STEEL PLATE COVER TABLE 2 SPAN PLATE "A" (FT) 2'-0" 1 3/8" 5.0 3'-0" 1 3/8" 5.0 4'-0" 1 3/8" 5.0 5'-0" 1 1 /2" 5.5 6'-0" 1 1 /2" 6.0 7'-0" 1 5/8" 6.5 8'-0" 1 3/4" 7.0 9'-0" 1 7/8" 7.5 10'-0'$ 2" 8.0 NOTE: STEEL GRADE 50ksi, MIN PLATE WIDTH 8' SHORING TABLE 3 H H1 H2 D T (IN) S 11'-0" 3'-0$$ 4'-0" 7'-01$ 1.0 S 9'-0" 3'-0$$ 4'-0" 7'-01$ 1.0 S 7'-0" 2'-0$$ S-0" 5'-0" 3/4 S 5-0" 2'-0$$ 0 5-0" 3/4 NOTE: STEEL GRADE 50ksi CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IJDM THIS DESIGN AND/OR CHEC SPT SPECIFICATION IS APPROVED ENG ENGII APPROVED BY DEPT. DATE 1MGW ATE SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE SHORING DETAILS EADED SPIKE* @ 18" SIN 6" OF EACH EDGE NE SIDE OF TRENCH /8"012" EPDXY ANCHOR ® 18' ERE ADJACENT GRADE IS -TE PAVING. ORMULATE THE CONTRACTOR'S OWN EXTENT OF EXISTING SUB —SURFACE TILITIES AND SUB —SURFACE I ON THESE DRAWINGS. CONTRACTOR I IlIJ I VLL I\LJI VIVJI UI LII I TO AVOID SUB —SURFACE UTILITIES AND CONSTRUCTION. 2. THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AND SHALL NOTIFY THE STRUCTURAL ENGINEER OF RECORD OF ANY DISCREPANCIES PRIOR TO BEGINNING CONSTRUCTION. 3. THE PRIME CONTRACTOR AND SUB —CONTRACTORS ARE RESPONSIBLE FOR THE CONSTRUCTION PROCESS AND SAFETY OF THE WORKERS. THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, TEMPORARY HAND RAILS, EXCAVATION ACCESS AND BARRIERS. IT ALSO INCLUDES LIFTING OF MATERIALS AND CONSTRUCTION EQUIPMENT INTO AND OUT OF THE EXCAVATION, TEMPORARY SHORING OF EXCAVATIONS AND STABILITY OF TEMPORARY EXCAVATIONS AND CUT SLOPES. 4. PRODUCTS AND MATERIALS USED BY THE CONTRACTOR SHALL BE APPLIED, PLACED, ERECTED OR INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 5. COFFERDAM AND TRENCH SHORING SHALL BE REMOVED FROM THE SITE AT THE END OF EXCAVATION WORK. NOTES: 1. DO NOT SUPPORT TRAFFIC PLATES WITH SHORING PLATES. 2. PROTECT EXISTING UTILITIES FROM DAMAGE. 3. WHERE CAVING CONDITIONS ARE ENCOUNTERED DURING THE INSTALLATION SEQUENCE, NO FURTHER INSTALLATION SHALL BE ALLOWED UNTIL THE CONTRACTOR SELECTS A SUITABLE METHOD TO PREVENT GROUND MOVEMENT. 4. MISC STEEL SHALL CONFIRM TO THE FOLLOWING (UNLESS OTHERWISE NOTED): W SHAPES ASTM A36 Fy = 36 KSI (OR BETTER) ANGLES/CHANNELS ASTM A36 Fy = 36 KSI PLATES ASTM A36 Fy = 36 KSI R-401464 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS C 180242 J I IVIUV 0 R G v^ L 10/09/ 18 MITIGATION HANGAR SS02 SS02 RENTON SITE JOB N0. COMP N0. C180242 SITE RENTON, WA DWG NO. RTN-YD-SS02 L 0 00 T �u , 0 H �9W 00 T Q J W H 1-� CIVIL MASTER 0C M' I C Iv J* a rr CTrr1 MAI I MM n%A1 C`rr C`I IrrT rrnA rnn nrTAll C` ]::� PLAN - STEEL VAULT BOX LID NOTE: * BASED ON 4" CONCRETE WALLS 01 —6A SCALE: 3/4" = 1'-0" 1 0 1 2 3/41) = 1'-0" MENEENNI scale feet C12x30 PERIMETER STEEL SIDES OF VAULT LID, WITH (2) 1 /2" 0x7" STUDS @ 1 E SHIM FOR GR� AS REQUIRED 1 /2" Oxz 0), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM MGW 10/09/18 BO/,O Tnn AAIn nnT C12x30 PERIMETER STEEL ALL SIDES OF VAULT LID, WITH (2) 1 /2" Ox7" STUDS @ 16"O.C. 1 /2" Ox4 STUD @ 12", TYP SECTION SCALE: 1 1 /2 = 1'-0" 8 0 8 16 1-1/2" = 1'-0" scale inches REVISION BY APPROVED DATE BOE//V� #8@8 TOP AND BOT • • • • • • • • • • • • • • o z I � • • • • • • • • • • • • • • CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAM ACCEPTABILITY JDM THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. I DATE MGW SECTION , SCALE: 1 1 /2 = 1 —0 8 0 8 16 1-1/2" = 1'-0" scale inches IAI L SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE CIVIL MASTER STRUCTURAL VAULT DETAILS MITIGATION HANGAR RENTON SITE SITE R-401465 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS I.VLLLIV I I C 186242 J I """0 R I G v^I L 10/09/ 18 SHEET SS03 SS03 JOB NO. COMP NO. C180242 RENTON, WA DWG NO. RTN—YD—SS03 N co 0 N C U 0 0 c 0 0 ca J SS06 c STIFFENER C12x30, TYP EXTENDED WALL t --"-\ PLAN - STEEL SCALE: 3/4"=1'-0" VAULT BOX INTERIOR FACE OF STEEL o 00 I I i� INTERIOR FACE NOTE: ** BASED ON 4" CONCRETE WALL. INLET OR OUTLET, SEE CIVIL FOR LOCATION B SS06 A ssos INTERIOR FACE OF STEEL PLATE 3/4" * BASED ON 12" MAX CONCRETE FILL AT FLOOR. A ELEVATION - STEEL VAULT BOX _ BergerABAM SCALE: 3/4"=1'-0" i CALL 48 HOURS �� BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE ORIG MITIGATION HANGAR C180242 ABAM MGW 10/09/18 BOE//V� CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAM ACCEPTABILITY JDM THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. I DATE MGW (11211110011111 IAI L SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE 0 00 I CIVIL MASTER STRUCTURAL VAULT DETAILS MITIGATION HANGAR RENTON SITE SITE R-401466 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS C 180242 J' """0 R G v^ L 10/09/18 SSO4 SSO4 JOB NO. COMP NO. C180242 RENTON, WA DWG NO. RTN—YD—SSO4 N 00 0 N 0 U 0 0 c 0 ca J CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG I MITIGATION HANGAR .UQa Q" CIAI TOO -Q. DOT WALL REINFORCEMEN 4),gBer erABAM � 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION (1:) D ETA I L SS03 SCALE: 1" = 1'-0" SSO4 (�L SECTION SS03 SCALE: 1 1/2"=1'-0" BY C1802421 ABAM APPROVED I DATE I SYM MGW 10/09/18 REVISION O I nnAlnnrrr n1 An In DETAIL OR �) C12 BY I APPROVED I DATE IL4i14" CIAI T/V] D. DnT 3/4" W/1/ 18" ( 8" (M DETAIL L „ SS03 SCALE: 1 = 1'-0" SSO4 1/ LwA -t J I vv U I L M DETAIL SS03 SCALE: 1" = 1'-0" SSO4 L G. ASI/! BOE//V� a � w ✓j l'�1, 28710 O+� ORAL �s1�NALG HHS-3-36"x36" (SEE MANUFACTI CATALOG FOR DI L n A " nlnnl 11 An nn CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IJDM THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. DATE MGW ATE SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE I A A /n__A A /n_.A /n I/ L NAB .) I V V l7" I L ("-E� SECTION SS03 SCALE: 2" = 1'-0" 2" = 1'-0" (n SECTION SS03 SCALE: 2" = 1'-0" \1-1/ STRUCTURAL VAULT DETAILS iiiii 4 0 4 8 scale inches 2" = 1'-0" 4 0 4 8 001011 scale inches R-401467 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS C 180242 J I """0 R1 Q v^ L 10/09/ 18 MITIGATION HANGAR SS05 SS05. RENTON SITE JOB NO. C180242 COMP NO. SITE RENTON, WA DWG NO. RTN—YD—SS05 O L0 m O O 00 T— X u 00 Q J CIVIL MASTER LO N 00 0 N C U 0 0 c 0 0 ca J WAI i ni A= TA:) D ETA I L SSO4 SCALE: 3"=1'-0" EXTEND WALL TY V I L 9VmL.L ) fn DETAIL SSO4 SCALE: 2" = 1'-0 4), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM I MGW 1 10/09/18 ill i /n" D c-rlrrrnlrn REVISION BY I APPROVED I DATE YP R = .25 MIN. TELY. FS FOR fB T SECTION SSO4 SCALE: 2 = 1, —0 L G. ASFj! BOE//V� a �✓j l'C'1, 28710 AL CONCRETE LID - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I I I I I I u/m nm IAIIDC 1� I I I I I I L- - - - - - - - - - - - I CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAM ACCEPTABILITY JDM THIS DESIGN AND/OR CHEC SPECIFICATION IS APPROVED SPT ENGII APPROVED BY DEPT. I DATE MGW 111 1 C IAI L SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE CIVIL MASTER CONCRETE WALL LINING (FIELD POURED/APPLIED TT SECTION SSO4 SCALE: 3"=1 '-0" �C BOT CHANNEL R-401468 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS IJVLLLIVI IJIIVIUVLT RIG v^IL 10/09/18 STRUCTURAL VAULT DETAILS C180242 SHEET MITIGATION HANGAR SS06 SS06 RENTON SITE JOB NO. C180242 COMP NO. SITE RENTON, WA DWG NO. RTN—YD—SS06 N 00 0 N C U 0 0 c 0 0 c� U) cv J VAULT OUTSIDE FACE OF VAULT WALL. \ TYPICAL ALL FACES \ / I I 0 c �) SECTION - -25 SCALE: 3/4" = 1'-0 VAULT CONCRETE PAD FOUNDATION PLAN 1 0 1 2 3/4" = 1'-0" mmmmmmIIIIl scale feet NOTES: CONCRETE PAD FOUNDATION REQUIRED FOR OWS-067, RTU-17, AND RTU-18. OUTSIDE FACE OF VAULT WALL. TYPICAL ALL FACES IJMMINAIMUM IArJ MLI:1NJ R-401469 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i BergerABAM CIVIL PERMIT SET CALL 48 HOURS �� V3 BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 DESIGN BY: BERGERABAM DATE 10/22/2018 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION BY APPROVED DATE DRAWN DATE SUBTITLE CURRENT REVISION JDM SYMBOL DATE �L G. THIS DESIGN B D/ R CHECKED 10/09/18 MISCELLANEOUS STRUCTURAL DETAILS C180242 0 R G 10/09/18 ORIG MITIGATION HANGAR C180242 ABAM MGW 10/09/18 �� of WAsSPECIFICATION IS APPROVED SPT 10/09/18 SHEET ENGINEER TITLE MITIGATION HANGAR � APPROVED BY DEPT. DATE MGW 10/09/18 SS07 SS0 % CHECKED / ����° �~ w RENTON SITE �s �aaL e� Gw APPROVED JOB No. C 180242 COMP N0. AL APPROVED CIVIL MASTER SITE RENTON, WA DWG NO. RTN—YD—SS07 Cfl O L0 (y) O O 00 T X u 0 H 00 T J C0 N 00 0 N C U O 0 c 0 A 0 ca W J 21 L G 0 rl)� CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG I MITIGATION HANGAR 4),gBer erABAM � 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION BY C180242 1 ABAM APPROVED DATE SPT 10/09/18 SYM CONSTRUCTION NOTES TEMPORARY = PERMANENT 1 - 10" 90° BEND (RJ) TEMPORARY = PERMANENT 1 - 10" x 8" TEE (FL) 1 - 8" GATE VALVE (FL) 1 - 8" COUPLING ADAPTER (FLxRJ) 1 - 10" COUPLING ADAPTER (FLxRJ) 1 - 10" FLUSH SECTION VALVE (FL) 1 - 10" TEMPORARY BLIND FLANGE (FL) TEMPORARY 1 - 8" 22.5° VERTICAL BEND (RJ) TEMPORARY = PERMANENT 1 - 10" TEE 3 - 10" GATE VALVE 1 - 10" COUPLING ADAPTER 2 - 10" COUPLING SLEEVE 1 - 10" PIPE SPOOLS AS REQUIRED MAINTAIN CONNECTION TO ABANDONED PIPE (NORTH) FOR THRUST RESTRAINT TEMPORARY 1 - 8" 90° BEND WITH 22.5° VERTICAL ROTATION (RJ) REVISION BY APPROVED I DATE GENERAL NOTES 1. SEE SHEET C501-1A FOR FIRE AND WATER SERVICE NOTES. 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEET M501-1 D DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING AND BACKFILL. 4. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 5. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 6. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE. 7. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 8. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 9. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL DUCTILE IRON PIPING AND FITTINGS SHALL HAVE FLEXIBLE BOLTLESS RESTRAINED JOINTS, WITH A MECHANISM THAT PROVIDES A POSITIVE AXIAL LOCK BETWEEN THE BELL AND THE SPIGOT TO RESTRAIN THE JOINT. TR-FLEX BY U.S. PIPE, OR APPROVED EQUIVALENT. TR-FLEX GRIPPER RING BY U.S. PIPE SHALL BE USED TO RESTRAIN FIELD CUT PIPE, PER MANUFACTURER'S INSTRUCTIONS. 10. BOLLARD PROTECTION FOR ABOVE GRADE UTILITIES SHALL BE PER DETAIL 5 ON SHEET M501-5D WITH SPACING PER DETAILS 1 AND 2 ON SHEET M501-5D. 11. FIRE SYSTEM IMPROVEMENTS SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO BEGINNING PRELOAD CONSTRUCTION ACTIVITIES. SEE SHEETS C501-3A THROUGH C501-3E FOR CONSTRUCTION PHASING PLANS. SEE SHEET C11E THROUGH C13E AND SHEET M501-1 C FOR PERMANENT UTILITY IMPROVEMENT DESIGN. KEY PLAN SCALE : NONE A B C D E F G H J K L 6 TEMPORARY 1 - 8" 90° BEND (RJ) C10 C11 TEMPORARY FIRE WATER PIPE W/ HEAT C12 EMU TRACE AND INSULATION C13 ° TEMPORARY C14 8 1 - 8" 90° BEND = PRE -CAST CONCRETE THRUST BLOCK C15 0 TEMPORARY C 16 W �® 1 - 8" 90° VERTICAL BEND (RJ) C17 Y 10 CONNECTION TO EXISTING FIRE MAIN C18 � 1 CONTRACTOR SHALL POTHOLE AND FIELD C19 0 VERIFY FITTINGS REQUIRED TO MAKE C20 O CONNECTION PRIOR TO ORDERING PARTS AND BEGINNING CONSTRUCTION C21 11 CONNECT TO APRON R 10" FIRE MAIN C22 SEE APRON R PLANS FOR CONTINUATION C23 0 12 PROTECT EXISTING SECTION VALVE AND RISER CONNECTION. REPLACE EXISTING W4 — 01410 C24 C25 BOLLARDS AS REQUIRED. C26 -� a o S-401410 C27 C28 C29 C30 P. of WAsh� �f ® D ""A//V" �P �1 x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY IHL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. DATE BEE SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY 20 0 20 40 scale feet ATE SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE TEMPORARY UTILITY PLAN MITIGATION HANGAR RENTON SITE SITE R-401470 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS C180242 J'IV'UVLO R I Q v^ L 10/09/18 M501-1 A mol JOB NO. COMP NO. C180242 RENTON, WA DWG N0. RTN—YD—M501-1A C-0 LO C`7 CD O 00 T_ 6 , u CIVIL MASTER BUILDING OUTLINE_VI I 8" 45° VERTICAL BEND 4-81 BUILDING TEMPORARY 8" DIP W/ HEAT TEMPORARY 8" DIP W/ HEAT EXISTING GROUND TEMPORARY 8 DIP W/ HEAT TRACE CABLE AND 1" INSULATION TRACE CABLE AND 1" INSULATION TRACE CABLE AND 1" INSULATION 1.0' EXISTING GRADE- ROTATED 8" 90° VERTICAL BEND — -14 10"x8" ELBOW TO 10" DIP BLIND FLANGE FOR PERMANENT LINE (PERMANENT) EXISTING FOOTING ELEVATION ROTATED 8" 90° VERTICAL BEND TEMPORARY 8" DIP W/ HEAT TRACE CABLE AND 1" INSULATION 10"x8" REDUCER 8" 90° VERTICAL BEND x 0 w a 1 4-81 BUILDING L/LLLEILL LL1 iLLL/-/�L/�-Z�6/-Z_LZ_,�-/1��/���/ /-Z-Z �'� 2.1' PRE -CAST THRUST BLOCK a 5CY MIN. TO ELECTRICAL SOURCE PROPOSED FOOTING BEGIN TEMPORARY FIRE LINE _4__ P LAN FIRE SYSTEM CONNECTION 01-1 A SCALE: NTS ___1/ 8" 90° VERTICAL BEND 1.0' — X W O — 4 _ a 10"x8" ELBOW F -1 �I I1 EXISTING FOOTING a TEMPORARY 8" DIP W/ HEAT TRACE CABLE AND 1" INSULATION 4-81 BUILDING TEMPORARY 8" DIP W/ HEAT — — — TRACE CABLE AND 1" INSULATION I —III —I I I —I I-1 EXISTING FOOTING EXISTING GRADE ELEVATION PROPOSED FOOTING 8" 90° HORIZONTAL BEND TEMPORARY 8 DIP W/ HEAT I I I TRACE CABLE AND 1" INSULATION EXISTING FOOTING PRELOAD SOIL FACE OF BUILDING ECOLOGY BLOCK 3 �1 GEOGRID MIRAFI 7XT OR APPROVED EQUAL. SEE SHEET C501-2E FOR DETAIL EXISTING GROUND PROPOSED TEMPORARY FIREMAIN W/ INSULATION AND HEAT TRACE PRECAST CONCRETE THR�JI II II 4-81 BUILDING II II II EXISTING RISER II I TEMPORARY CONNECTION AT RISER SCALE: NTS TEMPORARY 8 DIP W/ HEAT TRACE CABLE AND 1" INSULATION BLIND FLANGE FOR PERMANENT LINE TO 10" DIP (PERMANENT) EXISTING 8 FIREMAIN 8" ELBOW CONNECT TO EXISTING RISER LL/LLL /-z_/_z-/-1-1- -L-1-1-zL/ 1-z_Lz 1_1_ -L-4-81BUILDING/-Z_LZ-/11-AL_/_/_z2-//--Z_LZ_L/L1_LL_1L1_z1LZ_/-Z_.z_Z-/-Z-/-L-/-1- L-LzLZ_/_/AZ-/-/-Z2-/ /-Z_L/ /_z_L� /-1�� 8" 90' HORIZONTAL BEND EXISTING RISER I I EXISTING FOOTING EXISTING FOOTING �� EXISTING FOOTING / EXISTING FOOTING EXISTING FOOTING v TEMPORARY 8" DIP W/ HEAT J EXISTING . PROPOSED FOOTING RARY " / IP W/ HEAT THRUST EBLOCK ° TRACE CABLE AND 1�> INSULATION TRACETEMPD CABLE ANDD 1" INSULATION EMPENNAGE 5CY MIN. T) i N CD PROPOSED FOOTING 5 L/L//LLL// / /" / // " / //" / /" / //ALL PROPOSED FOOTING 5' 8 8" 90° HORIZONTAL BEND " 90° HORIZONTAL BEND W-401411 TEMPORARY 8 DIP W/ HEAT TRACE PROPOSED FOOTING CABLE AND 1" INSULATION S-401411 4-87 TEMPORARY 8 DIP W/ HEAT BUILDING TRACE CABLE AND 1" INSULATION 8" 225 VERTICAL BEND 8" GATE VALVE P LAN TO ELECTRICAL SOURCE 10"x8" REDUCER R 401471 0), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 _ _ Federal Way, Washington 98003-2600 1- - Fax: - SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM I SPT 10/09/18 FIRE SYSTEM CONNECT ON 50�-1A SCALE: NTS REVISION BY APPROVED DATE of wesh� �f Aff"A, � �P �1 x 31271 w� ��ssioNai✓ CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRA1 HL CHE SPT ENG BEE APPROVED BY DEPT. I DATE BEGIN TEMPORARY FIRE LINE SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY IAI L SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE CIVIL MASTER TEMPORARY UTILITY DETAILS MITIGATION HANGAR RENTON SITE SITE IN COMPLIANCE WITH CITY OF RENTON STANDARDS I..VLLLIV I I C 180242 J I """0 RIG v^I L 10/09/ 18 SHEET M501 -1 B M02 JOB NO. COMP NO. C180242 RENTON, WA DWG NO. RTN—YD—M501-1 B GENERAL NOTES 0 6 L1J N 00 0 N C U O E 0 c 0 0 ca (f) C11E BUILDING CONNECTION NORTH SCALE: 1 " = 10' PROTECT EXISTING 8" WATER PROPOSED FIRE HYDRANT ASSEMBLY M501-1 D N-185536.30 E-1300246.80 1 - 12"x6" CUT -IN TEE • • CONNECTION TO EXISTING N-185525.02 E-1300202.22 • \ F PROF FW 45 LF 6" DI FIRE NEW 30" STORM ERE HYDRANT CONNECTION DETAIL C12E SCALE: 1 " = 10' 4), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE ORIG MITIGATION HANGAR C180242 ABAM I SPT 10/09/18 SYM EW BUILDING -87 REVISION JL LI I V UI OVE BLIND FLANGE AND NECT TO 10" FLUSH PIV INSTALL 8" BLIND FLANGE AT TEMPORARY CONNECTION BUILDING CONNECTION SOUTH C12E SCALE: 1" = 10 UA--_D J n 1 - 8"x6" CUT -IN TEE CONNECTION TO EXISTING INSTALL BLIND FLANGE (NORTH) N-185268.67 E-1300356.90 PROTECT EXISTING 12" STORM cn PROTECT EXISTING \ 15" STORM C13E BY I APPROVED 1 PROPOSED FIRE HYDRANT ASSEMBLY M501-1 D N-185281.10 E-1300396.82 EXISTING 8" FIRE MAIN • TO BE ABANDONED • SEE REMOVAL PLANS W� PROPOSED BOLLARD PROTECTION (TYP) PROTECT EXISTING LIGHT POLE AND JUNCTION BOX 42 LF 6" DI FIRE ERE HYDRANT CONNECTION DETAIL_ SCALE: 1 " = 10' DATE P. of WA �f ® D BOE//V� � x 31271 w� ��ssioNaL 200' SHORELINE SET BACK CONNECT TO APRON R FIRE SYSTEM WITH 6" DI PROPOSED BOL PROTECTION (T ERE HYDRANT CONNECTION DETAIL C11 E SCALE: 1 " = 10' CONNECTION TO EXISTING 1 - 6" 45° BEND 6" DI SPOOL AS REQUIRED N-185067.26 E-1300478.22 Ij 33 LF 6" DI FIRE \ b PROPOSED FIRE HYDRANT ASSEMBLY M501-1 D N-185035.96 E-1300497.60 LXIJIIINIi HTUKAINI IU BE REMOVED $ PROPOSED BOLLARD PROTECTION (TYP) / ERE HYDRANT CONNECTION DETAIL C 13E SCALE: 1 " = 10' CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRA1 ACCEPTABILITY HL THIS DESIGN AND/OR CHE SPECIFICATION IS APPROVED SPT ENG APPROVED BY DEPT. I DATE BEE 1. SEE SHEET C501-1A FOR FIRE AND WATER SERVICE NOTES. 2. ALL FIRE LINE SHALL BE INSTALLED WITH RESTRAINED JOINTS. 3. SEE SHEET M501-1 D DETAIL 3 FOR TYPICAL UTILITY TRENCH BEDDING AND BACKFILL. 4. COORDINATE ALL DOMESTIC WATER AND FIRE WATER SHUT DOWNS REQUIRED FOR CONNECTIONS TO EXISTING WITH BOEING SITE SERVICES AND FIRE DEPARTMENT. 5. FITTINGS SHOWN FOR CONNECTIONS TO EXISTING ARE SUGGESTED. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY PIPE TYPE, LOCATION, CONDITION AND ROUNDNESS PRIOR TO ORDERING MATERIALS. 6. HORIZONTAL CONTROL NOTES SHOWN ON THIS SHEET REPRESENT CENTER OF STRUCTURE, BEND OR CENTERLINE OF PIPE. 7. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICAN DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 8. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 9. UNLESS OTHERWISE NOTED ON THE DRAWINGS, ALL DUCTILE IRON PIPING AND FITTINGS SHALL HAVE FLEXIBLE BOLTLESS RESTRAINED JOINTS, WITH A MECHANISM THAT PROVIDES A POSITIVE AXIAL LOCK BETWEEN THE BELL AND THE SPIGOT TO RESTRAIN THE JOINT. TR-FLEX BY U.S. PIPE, OR APPROVED EQUIVALENT. TR-FLEX GRIPPER RING BY U.S. PIPE SHALL BE USED TO RESTRAIN FIELD CUT PIPE, PER MANUFACTURER'S INSTRUCTIONS. 10. BOLLARD PROTECTION FOR ABOVE GRADE UTILITIES SHALL BE PER DETAIL 5 ON SHEET M501-51D WITH SPACING PER DETAILS 1 AND 2 ON SHEET M501-51D. 11. PERMANENT FIRE SYSTEM IMPROVEMENTS TO BE CONSTRUCTED PRIOR TO BEGINNING PRELOAD CONSTRUCTION ACTIVITIES ARE SHOWN ON SHEET M501-1A. SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY 1AI L SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE CIVIL MASTER PERMANENT UTILITY DETAILS MITIGATION HANGAR RENTON SITE SITE S-401412 W-401412 R-401472 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I..VLLLIVI IC180242 JIIVIUVLO R G "" 10/09/18 SHEET M501 -1 C M03 JOB NO. COMP NO. C180242 RENTON, WA DWG NO. RTN—YD—M501-1 C NOTES 1. FIRE HYDRANTS SHALL BE WATEROUS PACER HYDRANT, MODEL 2. SEE FACILITIES DESIGN STANDARD D38108-1, FIGURE 3. "OPEN" TARGET PLATE 4" STEEL GUARD POST RIGID PIPE FLEXIBLE PIPE WB67-250, U.L. AND F.M. APPROVED, DUCTILE IRON, 3—WAY WITH 5 1 /4" PUMPER CONNECTION. HYDRANTS SHALL HAVE STORZ ADAPTER 3. ALL NEW FIRE LINES ARE DESIGNED WITH RESTRAINED JOINTS. NOTE: TARGET PLATES SHALL BE TYPICAL 4—PLACES (DUCTILE IRON, STEEL) (PLASTIC, PVC) AND CAP INSTALLED. PIPING SHALL HAVE 3—FEET (MIN.) COVER. ORIENTED TO BE READ WHEN — — — — — — — 0 FURNISH EXTENSION KIT IF GREATER COVER IS NEEDED. FERGUSON 4. THE FIRE HYDRANT BOLLARD LAYOUT SHOWN REPRESENTS TYPICAL LOOKING IN DOWNSTREAM DIRECTION ITEM AND DESCRIPTION A FOLLOWS: SPACING ONLY. REFER TO SITE PLANS AND DETAILS FOR LOCATIONS OF FIRE WATER FLOW. PIPE BEDDING NOTES: PAVEMENT, SEE PAVEMENT SECTIONS WHERE ADDITIONAL OBSTRUCTIONS DICTATE SPECIAL CONFIGURATIONS. z DETECTABLE WARNING TAPE HYDRANT DESCRIPTION: 5-1/4 WB67 UL/FM 4'OL/A MJ 5. OMIT BOLLARDS WHERE OTHER BARRIERS PREVENT RISK OF DAMAGE. - 2.5' (MIN.) 1. ALL BACKFILL MATERIAL SHALL BE PLACED IN LOOSE CSBC SEE PAVEMENT SECTIONS WHITE HYDRANT NO: P—WB67LAOLPUL/FM STORZ ADAPTER AND co "SHUT" TARGET PLATE L CAP DESCRIPTION: 4-1/2X5 FNST STORZ ADPT W/CAP N N LAYERS OF NOT MORE THAN 6" DEPTH AND COMPACTED ADJUSTABLE TO AT LEAST 95% OF MAX. DENSITY PER ASTM D1557. INDICATOR POST 2. FOR ADDITIONAL REQUIREMENTS SEE THE GENERAL NOTES ° o ° 14 1/2" 30" MIN COVER NEW FIRE HYDRANT ON SHEET C501-1 B. ° o MIN SEE NOTES GRADE MATCH EXISTING HOSE PORT 3. IF TRENCH SUBGRADE IS DETERMINED TO BE UNSUITABLE ° °if SIZES AND THREADS 4" STEEL GUARD POST I I TYPICAL 4—PLACES BY THE GEOTECHNICAL ENGINEER DURING CONSTRUCTION, 9 1/2" MIN FIRE RISER PIV ONLY: PROVIDE GEOTEXTILE FABRIC FOR SUBGRADE TRENCH BACKFILL —0 1" CONDUIT FOR TAMPER SWITCH STABILIZATION AS DIRECTED BY THE BOEING SHALL BE CSBC PUMPER CONNECTION CONSTRUCTION MANAGER PER THE GEOTECHNICAL PER WSDOT STD 1 6 MIN TO FACE AS PER PLAN ^ '� ENGINEER'S RECOMMENDATIONS. z CDO O SPEC 9-03.9(3) NEW CAST IRON VALVE N 2.5 (MIN.) z 4. MINIMUM COVER OVER PIPE WITH PERMANENT CONCRETE PIPE GRADE BOX W/ SLIDE EXTENSION r, PIV BOLLARD LAYOUT (TYP.) PAVEMENT SECTION AS SHOWN IS REQUIRED TO PREVENT OUTSIDE N -- VALVE (FL) DAMAGE DUE TO LOADING. CONTRACTOR SHALL PROVIDE DIAMETER CONC THRUST BLOCK cI NOTE: ALTERNATIVE METHOD OF PIPE AND TRENCH PROTECTION 3000 PSI @ 28 DAYS NEW TEE OR REDUCER 0 THE PIV BOLLARD LAYOUT SHOWN REPRESENTS IF TEMPORARY PAVEMENT SECTION IS USED. BEARING AREA — 3 SF AS IDENTIFIED PER PLAN TYPICAL SPACING ONLY. REFER TO SITE PLANS 6" MIN AND DETAILS FOR LOCATIONS WHERE ADDITIONAL w o 00 0 0 00 0 0 POLY COVER o> OBSTRUCTIONS DICTATE SPECIAL CONFIGURATIONS. 0 0 0 0 0O 0 0 000 0 0 0 0 °00 0 °0 12" MIN I O o0 0000 0° o)00,)0 OVER GRAVEL �' OMIT BOLLARDS WHERE OTHER BARRIERS GEOTEXTILE FOR o00 0 00 0000 0 0 0 0 0 c 0 °00 0 o OVEREXCAVATION PREVENT RISK OF DAMAGE. AS REQUIRED FOR 000 0 °00 0 °00 0 000 ° °00 o 000 000000 NEW 6" GATE %/,�//� j� j�// ° //\/\/\� , 0 0 0 0 0 0 0 0 0 0 0 o AS REQUIRED / / / / a ° \//�\//\//\//\//, UNDISTURBED OVEREXCAVATION. °0 ° °o°o °00 0 ° °o o °00 000 0 ° °0°0° SEE NOTES (TYP) VALVE (FLXMJ)— a ° . SUBGRADE SEE NOTE 2. j o — /�� o0 0 /i a ONC THRUST BLOCK � 3000 PSI ®28 DAYS AS REQUIRED FOR PIPE \\ o o \\ O 0 ° Q o0 0 \//\ a ° QUARRY SPACES FOR MIN TRENCH WIDTH WSDOT BEDDING D03.12(3) I \\,�� FIRE HYDRANT BOLLARD LAYOUT (TYP.) OVEREXCAVATION. SEE NOTE 2. FOR PIPE DIAMETER < OR = 15 ; (PIV) WIDTH = PIPE DIA + 30 POST ST INDICATOR CATO R VANE TYPICAL SECTION- N FOR PIE DIAMETER > 15 ; %/ o o° �o \ M50�1 —1 C SCALE: NTS WIDTH = (PIPE DIA X1.5) + 18" UNDISTURBED 3 TYP. PPE BEDDING SECTION CONC BLOCK 4"x16"x16" a SUBGRADE M50�1�A SCALE: NTS TWO 3/4" DIA M501-1C DO NOT COVER DRAIN SHACKLE RODS CONC THRUST BLOCK COAT W/ BITUMASTIC 3000 PSI ® 28 DAYS 1/2 CY OF GRAVEL BACKFILL FOR DRAINS rf� FIRE HYDRANT ASSEMBLY SECTION M501-1 C SCALE: NTS 00 3„ I MIN. LETTERS ENTERED 2,-0" PAINT RED BLOCK LETTERS SIZED TO FIT AVAILABLE SPACE, TYP PAINT WHITE BACKGROUND STAND PIPE VALCOM POSITION INDICATOR — 3" MIN. RED 3" INTERIOR PAINT MARKINGS DETAIL LETTERS, TYP SURFACE PAINT MARKINGS DETAIL 0 I N PLAN VIEW NEENAH FRAME AND LID MODEL # R5900—B WITH CASTING INSERT READING "FIRE" PAINT WHITE MOUNTED FLUSH WITH EXISTING GRADE SEE INTERIOR PAINT MARKINGS DETAIL BACKGROUND —INSERT ACTUAL SECTION FINISH GRADE VALVE NUMBER FOR XXX NOTES: 1. COORDINATE ALL WORK WITH BOEING. 2. INSTALL THE VALCOM MODEL 179—LP6 LOW PROFILE POSITION INDICATOR PER THE MANUFACTURER'S RECOMMENDATIONS. THE TOP OF THE 2—INCH AWWA NUT SHOULD BE APPROXIMATELY 3—INCHES BELOW THE FINISHED GROUND ELEVATION. THE VALVE POSITION INDICATION SHALL BE LOCATED FACING THE ADJACENT BUILDING, OR ORIENTED AWAY FROM WHERE THE VALVE WILL MOST LIKELY BE OPERATED TO ALLOW THE OPERATOR TO READ THE VALVE POSITION EASILY. 3. PLACE THE REBAR, NEENAH MODEL R-5900—B FRAME AND LID, AND CONCRETE AS SHOWN TO THE FINISHED ELEVATION. 4. PAINT WHITE BOX AROUND THE VALVE (AS SHOWN). PAINT "FIRE" AND "SEC ###" ON TWO SEPARATE LINES IN RED BLOCK LETTERING WITHIN THE WHITE PAINT BOX BENEATH THE VALVE AS SHOWN. ### SHALL REFER TO THE ACTUAL VALVE NUMBER IN THE FIELD. �4� FUSH SECTION VANE DETAILS M501-1 C SCALE: NTS i BergerABAM CALL 48 HOURS �AW" BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM ORIG MITIGATION HANGAR C180242 ABAM SPT 10/09/18 REVISION BY I APPROVED DATE #4 x 30" EPDXY COATED REBAR (8 PLACES) SEE SURFACE PAINT MARKINGS DETAIL U #4 REBAR (BEYOND) a< a ° a � ° a N 2" AWWA NUTa V'ALC0�1 IOW °PROFILE ° a a POSITION INDICATOR a ° a ° ° a o ° ° MODEL, # 179-LaP6 v v ADJUST VALVE STEM AND'INSTALL 2" AWWA NUT ° a g TO` -BE APPROXIMATELY' 12" oFRQM FINISHED GRADE. a o ° v SECTION A P. of WA �f BOE//V" �P �1 x 31271 w� ��ssioNaL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRA1 HL CHE SPT ENG BEE APPROVED BY DEPT. I DATE M y M BOLLARD M501-1A SCALE: NTS M501—iC r" ' �IPE W/ CONC, TOP TO BE X d. 40 STEEL PIPE. YELLOW PER STD SPEC CONC AWAY PIPE TO DRAIN �VEMENT. AS REQ'D CONC BASE VC=3000 PSI (28 DAY) SEPARATE FIRE PERMITS REQUIRED FROM RENTON REGIONAL FIRE AUTHORITY IAI L SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE CIVIL MASTER UTILITY DETAILS MITIGATION HANGAR RENTON SITE SITE S-401413 W-401413 R-401473 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS wIxi -11 Ix C 180242 J I `U 0 R G v^I L 10/09/ 18 SHEET M501 -1 D M04 JOB N0. COMP NO. C180242 RENTON, WA DWG N0. RTN—YD—M501-1 D iNV S 1)a BOT 19.1 SDR 35 co 6'PC DC 10 SD CLEANOUT =23.34 I I RIM MA MA I I 2 2 j CO I � li 17 I I JE JE I 4 4 III; CK 2 (TYP) o1 \L ) CO 6" C CO MA CO MA 13 2 17 2 ® ft JE JE 3N94 DC CK DC CK 10 1 10 1 )5 'k won IN CK 3 6 E CO = 16 ` 21 2 6` C � 59 L%4" 0 0.47 MA 3 CO 14 x S1S� S1S— •.. STS SA 3 CO 17 rJE Q m m DC 10 CO 17 J--(4 DC 10 11 -r--Sfs—F15 I �:6'6 1PI � DC CK I 10 2 zo I I i CO I li CO MA 17 12 JE 4 I i � I I ---Si S S I I \ DC CK 7 10 1 X I I I li I I lil SEE CIVIL i I I ICI I I ; OR \� I I CK CO CK 2 17 I� JEJA 4 E I I� I MA i DC MA I 10 2 MA CO MA 2 17 2 I JE JE 4 4 CK DC CK 2 10 / 2 DC �\ CK I � I � 10 SA CO \ \ SA I I 6 37 6 —Sis s JE GRAVEL — SEE CIVIL 13 JE 17 CK GRAVEL — MA / 6000 4 SEE CIVIL 7 12"F SEE L503 FOR 3 IRRIGATION P.O.C. I � _- --_FIT --- �TMH 4), BergerABAM 20 0 20 40CALL 48 HOURS �N BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 Scale feet (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE SYM REVISION ORIG MITIGATION HANGAR C180242 ABAM DJS 10/09/18 mw BY I APPROVED I DATE x PLANT SCHEDULE SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS {� CK 40 CORNUS SERICEA `KELSEYI` KELSEYI DOGWOOD 2 GAL 36" O.C. MA 45 MAHONIA AQUIFOLIUM `COMPACTA` COMPACT OREGON GRAPE 2 GAL 36" O.C. SA 19 SYMPHORICARPOS ALBUS COMMON WHITE SNOWBERRY 2 GAL 36" O.C. GRASSES CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS o DC 138 DESCHAMPSIA CESPITOSA TUFTED HAIR GRASS 1 GAL 36" O.C. EMERGENTS CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS CO 278 CAREX OBNUPTA SLOUGH SEDGE 1 GAL 18" O.C. WV —UGT -I JE 93 JUNCUS EFFUSUS SOFT RUSH 1 GAL 24" O.C. LANDSCAPE PLANTING NOTES 1. ALL WORK IS REQUIRED TO BE PERFORMED IN ACCORDANCE WITH WSDOT STD. SPECIFICATIONS. 2. SEE CIVIL PLANS FOR SITE DEVELOPMENT. 3. CONTRACTOR TO CALL UTILITY PROTECTION SERVICE (811) 72 HOURS PRIOR TO CONSTRUCTION. CONTRACTOR TO EXERCISE CARE TO PROTECT UNDERGROUND UTILITIES AND AVOID DISTURBING OR DAMAGING THEM. ANY DAMAGE RESULTING FROM THIS WORK MUST BE RESTORED AT THE CONTRACTOR'S EXPENSE. 4. CONTRACTOR TO COORDINATE PLACEMENT AND LIMITS OF BIORETENTION TOPSOIL AND TOPSOIL TYPE A. CONTRACTOR TO VERIFY LIMITS OF WORK, EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH. DO NOT START ANY WORK UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 5. REMOVE EXISTING WEEDS FROM PLANTER ISLANDS PRIOR TO THE ADDITION OF SOIL AMENDMENTS, FERTILIZER, AND SHREDDED BARK MULCH. APPLY AMENDMENTS AND FERTILIZER PER THE RECOMMENDATIONS OF THE SOIL ANALYSIS TEST. 6. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FOR PLANT MATERIAL SUBSTITUTIONS PRIOR TO INSTALLATION. 7. ALL PLANTS TO BE NURSERY GROWN AND SIMILAR SIZE AND FORM. FULL SIZED CONTAINERS ONLY — NO TRADE SIZES ALLOWED. MEASUREMENTS, AND GRADING QUALITY AND FOLLOW THE AMERICAN STANDARD OF NURSERY STOCK BY THE AMERICAN ASSOCIATION OF NURSERYMEN, LATEST EDITION. 8. PREPARE AREAS TO BE PLANTED ACCORDING TO PLANT REQUIREMENTS. PLANTS ARE TO BE PLANTED STRAIGHT AND PLUMB PER STANDARD PLANTING DETAILS. 9. ENTIRE PLANTER ISLANDS ARE TO RECEIVE 3" DEPTH OF SHREDDED BARK MULCH EXCEPT WHERE GRAVEL IS SHOWN — SEE CIVIL DRAWINGS FOR GRAVEL PROFILE. 10. DAMAGED PLANTS WILL BE REJECTED AND ARE TO BE REPLACED AT NO COST TO THE OWNER, REGARDLESS OF CAUSE, IMMEDIATELY UPON NOTIFICATION BY THE CONSTRUCTION MANAGER. 11. LANDSCAPE MAINTENANCE PERIOD BEGINS IMMEDIATELY AFTER THE COMPLETION OF PLANTING OPERATIONS AND WRITTEN NOTIFICATION IS RECEIVED AND ACCEPTED BY THE OWNER FOR SUBSTANTIAL COMLETION. MAINTAIN SHRUBS AND EMERGENTS DURING THE 2—YEAR WARRANTY PERIOD. WARRANTY NOTE 1. CONTRACTOR TO WARRANT PLANT MATERIAL FOR A 2—YEAR PERIOD FROM THE DATE OF SUBSTANTIAL COMPLETION. IF A PLANT DIES OR IS 50% OR MORE DEAD DURING THIS TIME, THE PLANT(S) SHALL BE REPLACED. Q� ""'WrArw"° o'— �\Q J . s4c, vC� 9 oP l3 20 ^Cb � o (�n92j Exp. I?Lli�1RGj CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 ACCEPTABILITY THIS DESIGN AND/OR SPECIFICATION IS APPROVED DRAV DEW CHE( DJS ENGI DEW APPROVED BY DEPT. I DATE IAI L SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE CIVIL MASTER GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-1 D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6Q FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. DETAIL REFERENCES SHRUB PLANTING DETAIL II L502 2� EMERGENT PLANTING DETAIL L502 4 3� TOPSOIL DETAIL L502 R-401474 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING ON amorganroth 12/14/2018 Ix PLANTING PLAN AND NOTES wI`i—I I C 180242 J `IW O R G v^I L 10/09/18 SHEET MITIGATION HANGAR L501 L01- RENTON SITE JOB NO. C180242 COMP NO. SITE RENTON, WA DWG N0. RTN—YD—L501-7A T C) Nt W co co CD C U O 0 c Y E a) 0 cu J FERTILIZER TABLET (1) AT 1 GAL., (2) AT 2 GAL. FINISH GRADE BIORETENTION TOPSOIL OR TOPSOIL TYPE A (SEE PLANS) (KUUNU NI 1) SHRUB PLANTING DETAIL SCALE 1/2" = 1'-0" NATIVE SUBSOIL SCARIFIED 6" SHRUB AREAS: NOTE: 1. SEE CIVIL DRAWINGS FOR BIORETENTION SOIL REQUIREMENTS. 2. IN ADDITION TO THE BIORETENTION SOIL, TOPSOIL DEFINED HERE IS TO BE PROVIDED OUTSIDE OF BIORETENTION LIMITS SHOWN ON THE CIVIL DRAWINGS. 3. PROVIDE COMPLETE TOPSOIL ANALYSIS FROM A CERTIFIED SOILS TESTING LAB FOR IMPORTED TOPSOIL WITH RECOMMENDATIONS FOR FERTILIZER AND SOIL AMENDMENTS AND APPLY AT RECOMMENDED RATES. CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 SYM ORIG MITIGATION HANGAR TOPSOIL TYPE A DETAIL SCALE 1" = 1'-0" i BergerABAM `AW" 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 REVISION BY C180242 ABAM 3" SHREDDED BARK MULCH OVER ENTIRE PARKING ISLAND AREA — OFFSET 2" FROM CROWN OF SHRUB 6" MIN. DEPTH TOPSOIL UNDER ROOTBALL EXCEPT AT EXISTING UTILITIES REMOVE BURLAP FROM ROOTBALL OR REMOVE FROM CONTAINER AND SCARIFY 3" DEPTH SHREDDED BARK MULCH 8" IMPORTED TOPSOIL TYPE A — CONSISTING OF NATURAL, FRIABLE, SANDY LOAM, OBTAINED FROM PRE —APPROVED MANUFACTURED TOPSOIL FACILITY MEETING THE FOLLOWING MINIMUM TEXTURAL REQUIREMENTS AND IN ACCORDANCE WITH ASTM D5268-13: GRADATION TEXTURE CLASS % OF TOTAL WEIGHT SAND (0.05-2.0 mm DIA. RANGE) 60 — 75% SILT (0.002-0.05mm DIA. RANGE) 10 — 20% CLAY (< 0.002 mm dia. range) 5 — 15% CHEMICAL ATTRIBUTES CHEMICAL ATTRIBUTE RANGE pH 6— 7.5 ORGANIC MATTER 2% — 5% SALINITY EC<2 mmhos/cm TOPSOIL SHALL CONTAIN THE FOLLOWING MINIMUM AMMONIUM BICARBONATE DPTA (CHELATE) EXTRACTABLE NUTRIENTS NUTRIENT CONCENTRATION NITROGEN 5 ppm AIR DRIED BASIS PHOSPHOROUS 5 ppm POTASSIUM 30 ppm IRON (Fe) 5 ppm APPROVED DATE DJS 10/09/18 SYM REVISION oil 1h BY I APPROVED I DATE EMERGENT PLANTING DETAIL SCALE N. T. S. Q� BOE/NG° o'— CONTAINER GROWN PLANT — REMOVE PLANT FROM CONTAINER AND SET SLIGHTLY ABOVE FINISH GRADE 3" DEPTH SHREDDED BARK MULCH FERTILIZER TABLET, (1) AT 1 GAL. TOPSOIL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 of WAS iy ACCEPTABILITY DEW F a. Sq� �ti� THIS DESIGN AND/OR CHE( JS oP��a 6920 2 SPECIFICATION IS APPROVED DNGI - — APPROVED BY DEPT. I DATE DEW �0 ul 92,E CENTER PLANT M SQUARE FOOTAGE PER PU ATE SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE NOTES: 1. LOCATE EMERGENTS ONE HALF OF SPECIFIED SPACING DISTANCE FROM ANY PAVEMENT OR GRAVEL EDGE, UNLESS OTHERWISE SPECIFIED. 2. ALL EMERGENTS SHALL BE PLANTED AT EQUAL TRIANGULAR SPACING PER ON CENTER SPACING AS SPECIFIED ON THE PLANTING PLAN. TRIANGULAR PLANT SPACING TRIANGULAR PLANT SPACING = P DIST. BETWEEN PLANT ROWS = R SQUARE FOOTAGE AREA PER PLANT 1.000 (12") 0.866 0.866 2.000 (24") 1.732 3.464 2.500 (30") 2.165 5.413 3.000 (36") 2.598 7.794 4.000 (48") 3.464 13.856 5.000 (60") 4.330 21.651 R R EMERGENT PANT SPACING SCALE N. T. S. PLANTING DETAILS r•I11[el:11[611■no011[eL1Gi RENTON SITE R-401475 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING amorganroth 12/14/2018 C 180242 J 1v1uV 0 R G v^ L 10/09/ 18 L502 L02. JOB NO. COMP NO. C180242 RENTON, WADWG N0. RTN—YD—L501-7B 0^ L cy) O 00 T X, u 00 Q J CIVIL MASTER SITE ON LO 0 00 00 0 N cM N 0 O 0 0 Y E m 0 J 0), Ber erABAM CALL 48 HOURS � BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 20 0 20 40 scale feet SYM REVISION I BY ORIG MITIGATION HANGAR C180242 1 ABAM APPROVED DATE SYM DJS 10/09/18 110mell BY I APPROVED I DATE IRRIGATION SCHEDULE SYMBOL MANUFACTURER/MODEL ARC PSI GPM RADIUS RAIN BIRD 1812-SAM-PRS SQ SERIES 180 30 0.20 4' RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES EST 30 0.61 4'x15' RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES LCS 30 0.49 4'x15' 4 RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES RCS 30 0.49 4'x15' a RAIN BIRD 1812-SAM-PRS 15 STRIP SERIES SST 30 1.21 4'x30' a RAIN BIRD 1812-SAM-PRS 10 SERIES MPR 180 30 0.79 10' O RAIN BIRD 1812-SAM-PRS 10 SERIES MPR 90 30 0.39 10' O RAIN BIRD 1812-SAM-PRS 12 SERIES MPR 90 30 0.65 12' RAIN BIRD 1812-SAM-PRS VAN SERIES ADJ 30 6' RAIN BIRD 1812-SAM-PRS VAN SERIES ADJ 30 18' 0 RAIN BIRD 1812-SAM-PRS HE -VAN SERIES ADJ 30 10' 0 RAIN BIRD 1812-SAM-PRS HE -VAN SERIES ADJ 30 12' SYMBOL MANUFACTURER/MODEL/DESCRIPTION HUNTER PGV-101-MM-DC 1" PLASTIC ELECTRIC REMOTE CONTROL VALVE, FOR RESIDENTIAL/LIGHT COMMERCIAL USE. MALE X MALE (NPT THREAD) INLET/OUTLET. GLOBE CONFIGURATION, WITH FLOW CONTROL. DC LATCHING SOLENOID. NIBCO T-113-K CLASS 125 BRONZE GATE SHUT OFF VALVE WITH CROSS HANDLE, SAME SIZE AS MAINLINE PIPE DIAMETER AT VALVE LOCATION. SIZE RANGE - 1 /4" - 3" OD MANUAL DRAIN VALVE BF ZURN 950XL 1 " DOUBLE CHECK VALVE ASSEMBLY BC HUNTER NODE-200 2-STATION CONTROLLER, OUTDOOR, BATTERY POWERED WITH DC LATCHING SOLENOID DM 1" DEDUCT WATER METER (6" DOMESTIC WATER MAIN LINE) IRRIGATION LATERAL LINE: PVC SCHEDULE 40 IRRIGATION MAINLINE: PVC SCHEDULE 40 — — — — — — — — PIPE SLEEVE: PVC SCHEDULE 40 VALVE CALLOUT VALVE NUMBER VALVE FLOW #" VALVE SIZE 9LAOE/NG° — CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAV of WAS iy ACCEPTABILITY DEW a. sq� /�0 THIS DESIGN AND/OR CHE( oP��a 6920 2 SPECIFICATION IS APPROVED DJS NGI - — APPROVED BY DEPT. I DATE DEW Eu� IAI L SUBTITLE 10 09 18 10 09 18 10/09/18 TITLE CIVIL MASTER GENERAL NOTES 1. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, NORTH AMERICA DATUM 1983(91). VERTICAL DATUM: NATIONAL GEODETIC VERTICAL DATUM 1929 (NGVD29). VERTICAL DATUM CONVERSION: NGVD29 TO THE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) = NGVD29 + 3.60 FEET. 2. THERE SHALL BE NO EXPOSED GALVANIZED MATERIALS, COATINGS OR ZINC APPLIED SURFACE TREATMENTS ON ANY EXTERIOR OR UNDERGROUND MATERIALS OR SURFACES. ALL GALVANIZED OR ZINC APPLIED MATERIALS OR COATINGS SHALL BE PERMANENTLY PAINTED OR COATED TO PREVENT EXPOSURE OF THE GALVANIZED/ZINC MATERIALS PRIOR TO INSTALLATION OR COMPLETION OF CONSTRUCTION. 3. SEE SHEET C501-1A THROUGH C501-1 D FOR LEGEND, ABBREVIATIONS, AND GENERAL NOTES. 4. SEE PAVING AND GRADING DETAIL PLAN SHEETS C501-5A THROUGH C501-5D FOR PAVING DETAILS, HORIZONTAL CONTROL AND GRADING INFORMATION. 5. SEE STORM DRAINAGE DETAIL PLAN SHEETS C501-6A THROUGH C501-6Q FOR STORM SYSTEM IMPROVEMENT DETAIL. 6. SEE UTILITY DETAIL PLAN SHEETS M501-1A THROUGH M501-1 D FOR FIRE WATER SYSTEM IMPROVEMENT DETAILS. 7. SEE CHANNELIZATION PLANS FOR PAVEMENT MARKINGS, TRANSIT FEATURES, AND SIGN IMPROVEMENT DETAIL. DETAIL REFERENCES POINT OF CONNECTION I--� L504 2� AUTOMATIC CONTROL VALVE L504 2 3� IRRIGATION PIPE TRENCH SECTION L505 ® RAINBIRD 1800 SERIES INSTALLATION L505 5 � PIPE SLEEVING I L505 IRRIGATION NOTES 1. IRRIGATION CONTRACTOR TO COORDINATE WITH THE GENERAL CONTRACTOR TO INSTALL IRRIGATION SLEEVES REQUIRED. 2. CONTRACTOR TO VERIFY STATIC WATER PRESSURE AVAILABLE AT THE POINT OF CONNECTION PRIOR TO COMMENCING WORK. THE CONTRACTOR IS REQUIRED TO NOTIFY THE OWNER IF THERE IS INSUFFICIENT WATER PRESSURE OR FLOW PRIOR TO INSTALLING ANY IRRIGATION EQUIPMENT. 3. PIPING SHOWN ON THE IRRIGATION PLANS IS DIAGRAMMATIC FOR CLARITY. LOCATE IRRIGATION LINES IN PLANTERS EXCEPT AT SLEEVE LOCATIONS FOR ROAD CROSSINGS. ADJUST MAINLINE AND LATERAL LOCATIONS TO AVOID UTILITIES, UTILITY STRUCTURES AND LIGHT POLES. 4. COMPONENTS OF IRRIGATION SYSTEM TO BE INSTALLED AND PROPERLY ADJUSTED TO PROVIDE HEAD TO HEAD COVERAGE AND MINIMIZE OVER SPRAY ON PARKING AREAS. 5. SYSTEM TO BE DESIGNED TO PROVIDE 1 /2" PRECIPITATION PER SEVEN DAY WEEK WITHIN A ONE HOUR WATER WINDOW DURING THE WARMEST AND DRIEST TIME OF THE IRRIGATION SEASON DURING THE 3 YEAR PLANT ESTABLISHMENT PERIOD. IRRIGATION SYSTEM RUN TIMES (ASSUMING 2 RUN TIMES PER WEEK) SHALL BE ADJUSTED DURING THE IRRIGATION SEASON BASED UPON EVAPOTRANSPIRATION REQUIREMENTS. 6. SYSTEM IS TO BE WINTERIZED BY USE OF COMPRESSED AIR INJECTED AT THE QUICK COUPLING VALVE. 7. VALVE DESIGNATION NUMBER SHALL BE CLEARLY NOTED ON EACH VALVE SUCH THAT IT CAN BE VISIBLY READ WHEN VALVE BOX LID IS OPENED. 8. CONTRACTOR IS TO COORDINATE WITH THE OWNER IN DETERMINING PROPER WATERING TIMES AND PROVIDE A DETAILED WATERING PLAN AND SCHEDULE FOR THE SUMMER MONTHS. CONTRACTOR IS TO SUBMIT PLAN TO THE OWNER FOR ACCEPTANCE PRIOR TO PROCEEDING WITH PLANTING OPERATIONS. IRRIGATION PLAN AND NOTES MITIGATION HANGAR RENTON SITE SITE R-401476 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS wI`i—I I Ix C 180242 J `IW O R G v^I L 10/09/ 18 SHEET L503 L03- JOB NO. COMP NO. C180242 DWG N0. RENTON, WA RTN—YD—L501-7C T I I LU LO 0 00 00 0 N cM N 0 O 0 0 E m 0 c� N J DOUBLE CHECK VALVE ASSEMBLY L`504 W/ ENCLOSURE ' 1 MANUAL DRAIN VALVE L505 QUICK COUPLING L`04 VALVE MAINLINE Im DEDUCT METER - SEE CIVIL PONT OF CONNECTION. SCALE: N.T.S. III x 12"± OF III= 0- DRAIN ROC Lij C:) cV z z Q FILTER FABRIC -I I� 00 III = 10" DIA. VALVE BOX W/BOLT DOWN COVER 9.9 MANUAL WEDGE GATE VALVE L504 MAINLINE M SUPPLY LINE SET VALVE BOX 1 "ABOVE FINISH GRADE WEDGE VALVE (LINE SIZED) CONTINUOUS BRICK FOUNDATION (TYPICAL) 6"DIA. PVC PIPE, 10"± LONG; UTILIZE AMETEK 20" DEEP ROADWAY BOX BOTTOM IF MAINLINE DEPTH IS 24" PVC SCH. 40 IIIII III III MAINLINE W/ I- FLANGE ADAPTERS WELL COMPACTED SUBGRADE MANUAL WEDGE GATE VALVE SCALE: N.T.S. 0), Ber erABAM CALL 48 HOURS " BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE ORIG MITIGATION HANGAR C180242 ABAM DJS 10/09/18 NOTES: 1. THE DOUBLE CHECK VALVE ASSEMBLY (DCVA) SHALL BE A STATE APPROVED MODEL. INSTALL PER CITY CODES. 2. DCVA TO LAY HORIZONTAL WITH GROUND - TEST COCKS TO EITHER FACE OUTWARDS OR UPWARDS FROM DCVA ASSEMBLY. 3. THOROUGHLY FLUSH LINES PRIOR TO INSTALLATION OF DCVA. 4. A PLUMBING PERMIT IS REQUIRED -CONTACT LOCAL PERMIT CENTER. z Q 5. INSTALL COMPOSITE WOOD PLANK ALONG ENTIRE LENGTH OF 2i VALVE BOX. w 6. INSTALL FILTER FABRIC ABOVE DRAIN ROCK AND BELOW VALVE BOX AND WRAP 18" UP ALL SIDES OF BOX. DOUBLE CHECK VALVE ASSEMBLY SCALE: N.T.S. SET VALVE BOX 1 " ABOVE FINISHED GRADE 4" SCH. 80 NIPPLE -\ BOX TO CLEAR PIPE BY 1" MIN. (TYP.) LATERAL FILTER FABRIC_ OVER OPENING TRACE WIRE SCH. 40 MALE ADAPTER CONTINUOUS BRICK SUPPORTS AROUND BASE NOTES: VALVE BOX BATTERY OPERATED CONTROLLER (AS SPECIFIED • jw'� � IIn CI■I�i;i AUTOMATIC CONTROL VALVE (AS SPECIFIED) CARBON INDUSTRIES LOCKING VALVE BOX AND LID LID AT GRADE TEST COCKS (4 REQ) RESILIENT SEATED SHUTOFF VALVES (2 REQ) BRASS UNIONS (2 REQ) VALVE BOX (#2) ATTACHED TO BOTTOM OF BOX (#1) - REMOVE LID FOR DRAINAGE PVC MAINLINE PIPE COMPOSITE WOOD PLANK. INSTALL ALONG ENTIRE LENGTH TO SUPPORT BOX INSTALL FILTER FABRIC ON TOP OF ROCK AND WRAP 18" UP ALL SIDES OF BOX 12" DEEP X WIDTH OF BOX DRAIN ROCK SUMP UNDISTURBED SOIL 10"DIA. VALVE BOX W/BOLT SET VALVE BOX 1 " ABOVE DOWN COVER FINISHED GRADE SCH. 80 MIPT UNION —III- III (BOTH SIDES OF VALVE) _III -III III N III III III III III III III Q = III III III IIII � -IIIIII-III -IIII I II � I I�' w� w z= IIIIIIIIII III -III„I" II Q LLJ � - IIIII -� z � III • = J — W FILTER FABRIC 6 DEPTH III III QUICK COUPLER OVER OPENING DRAIN ROCK III 2-ZIP IIIII VALVE TIES SCH. 80 90° ELL = - X - °O°O°O° - o 0 0 ° o° ° o° ° °O°O°O°O° < < < < � ° O o° o° - - NOTE. SCH. 80 MALE Q - o o o o O n O Ono O ° ° ° 0 0 0 0 ° °,� ° °I VALVE KEY HANDLE TO D < Dn<° ADAPTER o o, o , o , o o 0 0 o �������� III CLEAR TOP OF BOX BY �xm>CK - O N020�0��2 III= 2 MINIMUM. _ o 0 0 0 0 O°O°O°O°O 0 0 0 0 o O°o °o °o °o = MAINLINE W/ TEE `'J I On ° OnOnOnO �°°"�°°° °°° o�o�o�o�o O 0 OO O ° - 0 0 0 o c OO OO 00 ° III z J III ° O°n°n°n° 01 ° WELL COMPACTED Q o �c �c Vic° 6" MIN. SUBGRADE ° o o III DRAIN ROCK 00 III IIII - _ III— FILTER FABRIC BRICK SUPPORTS HORIZONTAL STABILIZER 18" LONG, 1 " 0 SCH. 40 PIPE 1. UNIONS ARE TO FIT COMPLETELY INSIDE THE VALVE BOX. 2. COMPACT SOIL AROUND VALVE BOX TO SAME DENSITY AS UNDISTURBED ADJACENT SOIL. 3. VALVE BOX SHALL NOT REST ON PIPES - PROVIDE 1 " CLEAR AROUND ALL PIPES. 4. SEAL OPENINGS W/ FILTER FABRIC TO PREVENT DEBRIS FROM ENTERING. AUTOMATIC CONTROL VALVE SCALE: N.T.S. CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAY SYM REVISION BY APPROVED DATE of WAS iy ACCEPTABILITY DEW sqC THIS DESIGN AND/OR CHE( �P�P�\ 6920 2 SPECIFICATION IS APPROVED DJS NGI ® -- - — APPROVED BY DEPT. DATE DEW 119 ExP 12I��IryRG�\ z AP P F iAl L SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE CIVIL MASTER 6" MIN. O1 „O-SCH. 40 MAINLINE TEE (SLIP X SLIP X SLIP) DURA QC STANDARD UNIBODY #1-A4-1-11-12 (INCLUDES QUICK LOCK). INSTALL W/ A 30°-60° RISE FROM HORIZONTAL PLANE. QUICK COUPLING VALVE ALONG SYSTEM MAINLINE SCALE: N.T.S. IRRIGATION DETAILS MITIGATION HANGAR RENTON SITE SITE R-401477 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS I..V xi -I I Ix C 180242 J I """0 RIG v^I L 10/09/18 SHEET L504 L04 JOB N0. COMP N0. C180242 DWG N0. RENTON, WA RTN-YD-L501-7D T 0 W ON 0 00 00 0 N cM N U O 0 E m 0 c� N J SET VALVE BOX 1 " BELOW FINISHED GRADE 6" DIA. CLASS 200 SLEEVE (LENGTH AS REQ'D.) CUT OPENING IN SIDE TO ACCOMMODATE NIPPLE FROM MAINLINE (MIN. 1" GAP) MANUAL DRAIN VALVE 1 "X4" SCH. 80 NIPPLE III- f3 CF DRAIN ROCK SUMP 10" DIA. VALVE BOX W/BOLT DOWN COVER MANUAL DRAIN VALVE SCALE: N.T.S. No SLIP X FIPT X SLIP MAINLINE TEE 12" PRE —ASSEMBLED - SWING JOINT, (HUNTER OR RAINBIRD), UTILIZE 1 /2" SIZE FOR 1800'S FINISH GRADE THERMOPLASTIC VALVE I I IS a I [I] Im 0 011941 a a I I I dda 12„ z X 6„ 12„ < a d `PAVEMENT EDGE 00 cV NOTES: 1. PROVIDE SLEEVING AT LOCATIONS SHOWN. IRRIGATION PPE TRENCH SECTION SCALE: N.T.S. TOP 1" ABOVE FINISHED GRADE IN BED AREAS NOTES: 1. CENTER VALVE BOX OVER VALVE TO FACILITATE REMOVAL AND SERVICING. 2. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR TO EDGE. 3. VALVE BOXES TO PREVENT COLLAPSE AVOID OVER COMPACTING SOIL AROUND AND DEFORMATION OF VALVE BOXES. VALVE BOX INSTALLATION SCALE: N.T.S. ,II�III 111111111�� =1 III = RAINBIRD ASPHALT PAVING (SEE CIVIL) -III 1800 SERIES 45° OR LESS LATERAL LINE I/I MARLEX MIPT X FIPT 90 DEG. STREET ELL RAINBIRD 1800 SERIES INSTALLATION SCALE: N.T.S. 4), Ber erABAM CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SYM REVISION BY APPROVED DATE ORIG MITIGATION HANGAR C180242 ABAM DJS 10/09/18 MARLEX MIPT X FIPT 90 DEG. STREET ELL NOTE: 1 PROVIDE TRACER WIRE AT ALL PIPE SLEEVING. ,' �,'Xx �,I' � � _zz -1� I I1 111 I I1 111 I I��I I I11�11 I�I1 111�111 111 I I1 111 11�_ III III III III -III III III III III III -III IIIII '' =1 I I1 I I1 I I � ,III1 I I1 I I1 I I � III1 I II IIII I'- 1I PPE SLEEVING SCALE: N.T.S. TEMPORARY 1/2" REBAR MARKER (AT EACH END OF SLEEVE) COMPACTED AGGREGATE BASE COMPACTED SUBGRADE BACKFILL — SEE CIVIL PIPE SLEEVE WITH CAP — 2X DIA OF PIPE(S) UNDISTURBED SOIL CIVIL PERMIT SET V3 DESIGN BY: BERGERABAM DATE 10/22/2018 DRAY SYM REVISION BY APPROVED DATE of WAS y ACCEPTABILITY DEW a. sq� /�0 THIS DESIGN AND/OR CHE( co ':� 6920 2 SPECIFICATION IS APPROVED DJS NGI -- - — APPROVED BY DEPT. DATE DEW 92� ExP 12I��IryRG�\ z AP P F IN L SUBTITLE 10/09/18 10/09/18 10/09/18 TITLE CIVIL MASTER R-401478 I IN COMPLIANCE WITH CITY OF RENTON STANDARDS IRRIGATION DETAILS wI`i—I I Ix C 180242 J `IW O R G v^I L 10/09/18 SHEET MITIGATION HANGAR L505 L05- RENTON SITE JOB NO. C180242 COMP NO. SITE RENTON, Wq DWG NO. RTN—YD—L501-7E