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HomeMy WebLinkAboutPermit D08-389 - SEGMENT 4 PLANS - KING COUNTY - BOW LAKE RETAINING WALLSD08-389 Bow Lake Retaining Walls 18800 Orillia Road South Due to the file size, this record has been broken down into 4 segments for easier download. Click on the following links to review the permit segments: Segment 1 - King County — Bow Lake Retaining Walls D08-389 Segment 2 - King County — Bow Lake Retaining Walls D08-389 Segment 3 - King County — Bow Lake Retaining Walls D08-389 Segment 4 - Plans - King County — Bow Lake Retaining Walls D08-389 FELE, COPY Permit No. v , Pier review approval is subject to errors end dens- Approval of construction dominants dons not authorize the violation of any adaptedd conditions is�1�: o. approv el -1 By Date; City of Tukwila BUILDING DIVISION REVISIONS No changes shall be made to the scope of work without prior approval of Tukwila Building Division. NOTE: Revisions7� �}V and may include :Io�, ita Kin11_OU11t1/ Department of Natural Resources and Parks Solid. Waste Division ISSUED FOR CITY OF TUKWILA PERMITS JULY 24, 2008 W LAKE RECYCLING AND TRANSFER STATIO SITE PREPARATION CONTRACT CONTRACT # C00272008 Redmond Be0ewe Lake Sammamish Issaquah CEDAR HILLS REGIONAL LANDFILL Renton DISPOSAL LOCATION LOCATION MAP Enumclaw ti Nt.VIEVVED�N lI CODE COM APPROVED 00 2 0 O8. 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG TuIcwila DIVISION VICINITY MAP 42* KING COUNTY OFFICIALS: KING COUNTY EXECUTIVE RON SIMS COUNCIL MEMBERS KATHY LAMBERT LARRY PHILLIPS PETE VON REICHBAUER DOW CONSTANTINE LARRY GOSSETT RECEIVED JANE HAGUE CITY OF TUKWILA JULIA PATTERSON AUG - 4 2008 BOB FERGUSON PERMIT CENTER REAGAN DUNN DOb-req 0 DESIGNED 0 VERIFY SCALE BAR I5 ONE INCH ON ANSI 'D* DRAWING 0� 1" C REV 7/24/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 1:41 King County Department of Natural Resources and Parks Solid Waste Division 4 R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT COVER SHEET, VICINITY, AND LOCATION MAPS PROJECT NUMBER: 11-00839-20001 SHT. OF: 1 105 G1 1 NOT FOR CONSTRUCTION GENERAL 10 - 20 SERIES - GENERAL G11 G12 G13 G14 G15 G16 G17 G18 G19 G20 G21 G22 G23 G24 G25 G26 4 1 1 3 1 - COVER SHEET, VICINITY, AND LOCATION MAPS - DRAWING INDEX - LEGEND - ABBREVIATIONS - GENERAL NOTES AND PROJECT AREA BOUNDARY - EXISTING CONDITIONS AND SURVEY CONTROL - GENERAL ARRANGEMENT SITE PLAN - SITE ENTRANCE RECONFIGURATION TRAFFIC MANAGEMENT PLAN - SITE TEMPORARY TRAFFIC MANAGEMENT PLAN - SITE TRAFFIC MANAGEMENT AND CONTRACTOR STAGING PLAN - SITE TRAFFIC MANAGEMENT AND CONTRACTOR STAGING PLAN - SITE TRAFFIC MANAGEMENT AND CONTRACTOR STAGING PLAN - CHRL HAUL AND DISPOSAL PLAN - SITE DEMOLITION PLAN - SITE DEMOLITION PLAN - SITE TRAFFIC MANAGEMENT PLAN HIGHWAY SHOULDER CLOSURE CML 10 SERIES - TEMPORARY EROSION AND SEDIMENT CONTROI, C11 - TEMPORARY EROSION AND SEDIMENT CONTROL GENERAL NOTES C12 - TEMPORARY EROSION AND SEDIMENT CONTROL GENERAL NOTES C13 - INITIAL TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C14 - INRTAL TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C15 - FINAL TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C16 - FINAL TEMPORARY EROSION AND SEDIMENT CONTROL PLAN C17 - TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS C18 - TEMPORARY EROSION AND SEDIMENT CONTROL DETAILS 20 SERIES - GRADING C21 - OVERALL SITE GRADING PLAN C22 - SITE GRADING PLAN C23 - SITE GRADING PLAN C24 - SITE GRADING PLAN C25 - SITE GRADING PLAN C26 - SITE GRADING PLAN C27 - SITE GRADING SECTIONS C28 - SITE GRADING SECTIONS C29 - GRADING POINT CONTROL SCHEDULE 40 SERIES - PAVING C40 - OVERALL SITE PAVING PLAN C41 - ROAD A PAVING PLAN AND PROFILE C42 - ROAD A PAVING PLAN AND PROFILE C43 - ROAD A PAVING PLAN AND PROFILE C44 - ROAD B PAVING PLAN AND PROFILE C45 - ROAD B PAVING PLAN AND PROFILE C46 - ROAD C PAVING PLAN AND PROFILE C47 - TYPICAL ROAD SECTIONS C48 - STRIPING PLAN AND DETAILS C49 - ROAD GEOMETRY TABLES 50 - 60 SERIES - UTILITIES (WATER AND WASTEWATER) C50 - SITE UTILITY SYSTEMS KEY MAP C51 - SITE WATER SYSTEM PLAN AND PROFILE C52 - SITE WATER SYSTEM PLAN AND PROFILE C53 - SITE WATER SYSTEM PUN AND PROFILE C54 - SITE WATER SYSTEM PLAN AND PROFILE C55 - SITE WATER SYSTEM PUN AND PROFILE C56 - SITE WATER SYSTEM PLAN AND PROFILE C57 - SITE WATER SYSTEM NOTES C58 - SITE WATER SYSTEM DETAILS C59 - SITE WATER SYSTEM SCHEDULES C60 - SITE WASTEWATER SYSTEM PLAN AND PROFILE C61 - SITE WASTEWATER SYSTEM NOTES AND DETAILS 70 - 80 SERIES - UTILITIES (SURFACE WWI) C70 - SURFACE C71 - SURFACE C72 - SURFACE C73 - SURFACE C74 - SURFACE C75 - SURFACE C76 - SURFACE C77 - SURFACE C78 - SURFACE C79 - SURFACE C80 - SURFACE C81 - SURFACE C82 - SURFACE WATER MANAGEMENT PLAN AND PROFILE WATER MANAGEMENT PLAN AND PROFILE WATER MANAGEMENT PLAN AND PROFILE WATER MANAGEMENT PLAN AND PROFILE WATER MANAGEMENT PLAN AND PROFILE WATER MANAGEMENT EAST SLOPE PLAN WATER MANAGEMENT EAST SLOPE PROFILE WATER MANAGEMENT EAST SLOPE DETAILS WATER DETENTION VAULT DETAILS WATER DETENTION VAULT DETAILS WATER QUALITY TREATMENT VAULT DETAILS WATER MANAGEMENT NOTES AND DETAILS WATER MANAGEMENT SCHEDULE 90 SERIES - SITE IMPROVEMENTS C91 - SITE FENCING PLAN C92 - FENCING AND GATE DETAILS C93 - SIGNAGE PLAN (NOT INCLUDED THIS SUBMITTAL) C94 - SIGNAGE DETAILS (NOT INCLUDED THIS SUBMITTAL) STRUCTURAL 10 SERIES - GENERAL S11 - STRUCTURAL NOTES 400 SERIES - SITE RETAINING WALLS S401 5402 S403 S404 5405 S406 S407 5408 S409 S410 S411 S412 S413 S414 S415 S416 S417 S418 S419 RETAINING WALL A PLAN AND ELEVATION RETAINING WALL A PLAN AND ELEVATION RETAINING WALL A PLAN AND ELEVATION RETAINING WALL A PLAN AND ELEVATION RETAINING WALL A PLAN AND ELEVATION RETAINING WALLS A AND D SECTIONS AND DETAILS RETAINING WALL B RETAINING WALL B RETAINING WALL C RETAINING WALL C RETAINING WALL C RETAINING WALL C RETAINING WALL C RETAINING WALL C RETAINING WALL D RETAINING WALL E RETAINING WALL E RETAINING WALL E RETAINING WALL E PLAN, ELEVATION AND PLAN, ELEVATION AND PLAN AND ELEVATION PLAN AND ELEVATION PLAN AND ELEVATION PLAN AND ELEVATION SECTIONS AND DETAILS SECTIONS AND DETAILS PLAN, ELEVATION AND PLAN AND ELEVATION PLAN AND ELEVATION PLAN AND ELEVATION SECTIONS AND DETAILS DETAILS DETAILS SECTIONS J LANDSCAPE 10 SERIES - SITE LANDSCAPING L11 - LANDSCAPE PLAN L12 - LANDSCAPE PLAN L13 - LANDSCAPE SCHEDULE AND DETAILS 20 SERIES - LANDSCAPE MfGATION PLANS L21 - WETLAND AND BUFFER MITIGATION PLAN 122 - WETLAND AND BUFFER MITIGATION PLAN 123 - TREE REPLACEMENT PLAN L24 - TREE REPLACEMENT PLAN L25 - TREE REPLACEMENT PLAN L26 - TREE REPLACEMENT PLAN 127 - TREE REPLACEMENT DETAILS v423 -- t -A01-1 t .aC> w amu- F ELECTRICAL 10 SERIES - GENERAL Ell - ELECTRICAL SYMBOLS, ABBREVIATIONS, DRAWING INDEX AND DETAILS E12 - ELECTRICAL SITE PLAN - POWER AND SIGNAL E13 - ELECTRICAL DETAILS E14 - ELECTRICAL DETAILS E15 - ENLARGED EXISTING UTILITIES LOCATION bel -0 nc64-0 4 �.! -A rte'S of F4-43,64(1- 27) 4-'3 L27 of 3) cero-r 4 �.7 PotiW of 4- 1114- P1U5-- 2-) U5-52) & r cF u P1 WI— j' Lis -5 REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 0 2008 City Of Tukwila BUILDIN DIVISION RECEIVED CITY OF TUKWILA AUG - 4 Z008 PERMIT CENTER 1-800-424-5555 1 DESIGNED omm 3-20-V /1 VERIFY SCALE BAR IS ONE INCH ON ANSI 'D" DRAWING 0 �1" C REV 7/24/08 DATE IKS CHICD KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT DRAWING INDEX PROJECT NUMBER: 11-00839-20001 SHT. OF: 2 105 G12 CALL 48 HOURS BEFORE YOU DIG ISSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION 0 0 y J 0 A N SYMBOLS A A �g� x OH 62) a SURVEY CONTROL CIVIL CONTROL POINT ROAD GEOMETRY POINT STRUCTURAL ANGLE POINT GRADING CONTROL POINT BORE HOLE SIGN ROCKERY EVERGREEN TREE DECIDIOUS TREE CUT/FILL SLOPE GRADE INDICATOR DRAINAGE INDICATOR FIRE HYDRANT (WITH BOLLARDS) EXISTING WATER METER EXISTING WATER VAULT WATER VAULT EXISTING WATER VALVE WATER VALVE EXISTING STORM DRAIN CATCH BASIN EXISTING SANITARY SEWER MANHOLE EXISTING STORM DRAIN MANHOLE EXISTING YARD DRAIN STORM DRAIN CATCH BASIN TYPE 1 STORM DRAIN CATCH BASIN TYPE 2 WITH GRATE STORM DRAIN CATCH BASIN TYPE 2 WITH SOUD UD/ SANITARY SEWER MANHOLE ANCHOR BLOCK CULVERT FLOW DIRECTION TEMPORARY OUTLET PROTECTION EXISTING YARD LIGHT EXISTING LUMINAIRE EXISTING UTILITY POLE EXISTING ELECTRICAL EQUIPMENT UGHT POLE BASE ELECTRICAL VAULT PIPE OR CONDUIT CAP FENCE GATE LINETYPES —x—x—x—x— w-- ----W —PW—PW—PW—PW— —SS—SS—SS—SS— —SD—SD—SD—SD- -TSD—TSO—TSD- —,Co< >C0<—>C0<---- ->C0 —,CO —,C—iC —> T —i T —,co C —f T MAJOR 250MINOR 248 - 0 0 0 0 MATCH UNE PROPERTY UNE CONSTRUCTION UMITS WETLAND BOUNDARY CENTER UNE GRADING UMITS FENCE EXISTING WATER EXISTING TELEPHONE EXISTING POWER ELECTRICAL CONDUIT POTABLE WATER SANITARY SEWER STORM DRAINAGE TEMPORARY STORM DRAIN DITCH/SWALE/STREAM CENTERUNE CONTRACTOR TRAFFIC, TWO-WAY CONTRACTOR TRAFFIC, ONE-WAY COMMERCIAL TRAFFIC, ONE-WAY TRANSFER STATION OPERATIONS TRAFFIC, ONE-WAY REMOVE OBJECT EXISTING GROUND (PROFILE) CONTOURS RETAINING WALL SILT FENCE TEMPORARY CONSTRUCTION FENCE EXCAVATION NEAT UNE GEOTEXTILE DRAIN MAT PIPE SLOPE DRAIN (TESC PLANS ONLY) THESE LINETYPES ARE USED IN COMBINATION TO SHOW COMBINED TRAFFIC LANES MATERIALS 1/ rcorfoffi "v c-:pO`pO G.000q}0 >q0 nD00 nG flr:•it(vi I �UoUo� oC (,�o< DEMOLITION/REMOVAL (PLAN) WETLAND AREA (PLAN) HMA SURFACE (PLAN) HMA PAVEMENT (SECTION) CONCRETE (PIAN AND SECTION) STRUCTURAL FILL (SECTION) EMBANKMENT FILL (SECTION) NATIVE SOIL (SECTION) CDF (SECTION) UGHTWEIGHT BACKFILL (SECTION) ATB (SECTION) BENTONITE (SECTION) QUARRY SPALLS (PLAN AND SECTION) PIPE BEDDING (SECTION) CSTC (SECTION) CSBC (SECTION) GRAVEL BACKFILL (SECT10N) GRAVEL BACKFILL FOR DRAINS (SECTION) GRAVEL SURFACE (PLAN) REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 0 2008 City Of Tukwila B� LDING DIVISION TYPICAL SECTION AND DETAIL REFERENCE SYSTEM SECTION CUT ON DWG 4 AND SHOWN ON 5: ON OWG 5 THIS SECTION IS IDENTIFIED AS: SECTION CUT ON DWG 4 AND SHOWN ON 4: DWG ON WHICH SECTION APPEARS SECTION LETTER DWG ON WHICH SECTION IS CUT SECTION L.LIILE RECEIVED CITY OF TUKWIiA AUG - 4 2008 PERMIT CENTER SECTION APPEARS ON SAME DWG AS CUT DETAILS ARE REFERENCED IN A SIMILAR MANNER EXISTINGCEPT NUMBERS ARE USED INSTEAD OF LETTERS 1-800-424-5555 DESIGNED 11'26)fl8 DRA VERIFY SCALE BAR 5 ONE INCH ON ANSI "Dr DRAWING 0 1' C REV 7/24/08 DATE IKS CHK'D KRH APP.D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division 11'\k/-i-ftI R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT LEGEND PROJECT NUMBER: 11-00839-20001 SMT. OF: 3 105 G13 CALL 48 HOURS BEFORE YOU DIG ISSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION 1 ABBREVIATIONS ABS ABV AB AC ADA AW ALUM APPROX APP'D APR ARCH ASSY ASTM ATB AVE BFP BLDG BLRTS BMP BO BOT BVC C CA CB CC CCP CDL CESCP CESF CF CFM CFS CHX D CHRL CI CIP CJ CL CLR CMP CMU CO COL COM COMM COMP CONC CONN CONE CONT CONST CPEP COR CPJ CSBC CSTC CSW CTJ CTR CTRSK CY D DBH DBL DDCBPA DET DI DIM DIA OR DIAM DO DS DT DWG, DWGS DWLS E EA ECC ED EF EL ELEV ELEC ENTR EOP EQ SP EQUIP ESC ETC EVC EW EX, EXIST ACRYLONITRILE BUTADIENE STYRENE ABOVE ANCHOR BOLT(S) ASPHALT CONCRETE, ACRE AMERICANS WITH DISABILITIES ACT ADaiS ABLt ALUMINUM APPROXIMATE APPROVED APRIL ARCHITECTURAL ASSEMBLY AMERICAN SOCIETY FOR TESTING AND MATERIALS ASPHALT TREATED BASE AVENUE BACKFLOW PREVENTER BUILDING BOW LAKE RECYCLING AND TRANSFER STATION BEST MANAGEMENT PRACTICE BOTTOM OF. BY OTHERS BOTTOM BEGIN VERTICAL CURVE CHANNEL, CONDUIT, CONCRETE, CONDENSATE COMPRESSED OUT CATCH BASIN CENTER TO CENTER CEMENT CONCRETE PAVEMENT CONSTRUCTION DEMOLITION LANDFILL CONTRACTOR EROSION AND SEDIMENT CONTROL PLAN CHITOSAN-ENHANCED SAND FILTRATION CUBIC FEET. CUBIC FOOT CUBIC FEET PER MINUTE CUBIC FEET PER SECOND CHECKED CEDAR HILLS REGIONAL LANDFILL CAST IRON CAST IN PLACE CONSTRUCTION JOINT CENTERUNE CLEAR, CLEARANCE CORRUGATED METAL PIPE CONCRETE MASONRY UNIT CLEAN OUT COLUMN COMMERCIAL COMMUNICATIONS COMPACTOR CONCRETE CONNECT CONFERENCE CONTINUOUS CONSTRUCTION CORRUGATED POLYETHYLENE PIPE CORNER COMPLETE JOINT PENETRATION CRUSHED SURFACING BASE COURSE CRUSHED SURFACING TOP COURSE CONTAMINATED STORMWATER CONTROL JOINT CENTER COUNTERSINK CUBIC YARD DRAIN DIAMETER AT BREAST HEIGHT DOUBLE DOUBLE DETECTOR CHECK BACKFLOW PREVENTION ASSEMBLY DETAIL DUCTILE IRON DIMENSION DIAMETER DOWN DOWNSTREAM, DOWNSPOUT DOUBLE TEE DRAWING, DRAWINGS DOWELS EAST EACH ECCENTRIC EQUIPMENT DRAIN EACH FACE ELEVATION ELECTRICAL ENTRANCE EDGE OF PAVEMENT EQUAL SPACING EQUIPMENT EROSION AND SEDIMENT CONTROL ET CETERA END VERTICAL CURVE EACH WAY EXISTING EXP EXT FCA r UIV FF FFE FH FHA FG FIN FIN GRD FL fLG FLT FM FP FRP FS FT FTG FW G GA GALV GE GEN GL GND GV HB HC HDPE HI HM HMA HK HORIZ HPDE HPU HW HWD HWT HWY HYD -5 D E N NC NFO NT NV IW IWWTF JT KCSWD LA LAT LB LF LG LL LLH LLV LT MAN MATL MAX MB MDO MECH MFR MGMT MH MI MIN MSC MJ MON MSL MTD MTL MUTCD N NAT EXPANSION EXTERIOR FOOTING FLANGED COUPUNG ADAPTER FVUt1UAIIUN FINISHED FLOOR FINISHED FLOOR ELEVATION FIRE HYDRANT FIRE HYDRANT ASSEMBLY FINISHED GRADE FINISHED FINISHED GRADE FLANGE FLANGE OR FANGED FILTER FORCE MAIN FIREPROOF FIBER REINFORCED PLASTIC FAR SIDE, FLOAT SWITCH, FLOW SWITCH FOOT OR FEET FOOTING FIRE WATER GRATING GAUGE, GAGE GALVANIZED GRATE ELEVATION GENERAL GLASS, GLAZING GROUND GATE VALVE HOSE BIBB HOLLOW CORE HIGH DENSITY POLYETHYLENE HIGH HOLLOW METAL HOT MIX ASPHALT PAVEMENT HOOK HORIZONTAL HIGH DENSITY POLYETHYLENE RESINS HYDRAUUC POWER UNIT HOT WATER HIGHUNE WATER DISTRICT HOT WATER TANK HIGHWAY HYDRANT NTERSTATE 5 NSIDE DIAMETER, INSIDE DIMENSION AVERT ELEVATION NCHES NCLUDING NFORMATION NTERIOR NVERT RRIGATION WATER NDUSTRIAL WASTEWATER TREATMENT FACILITY JOINT KING COUNTY SOUD WASTE DMSION LEACHATE, LENGTH, ANGLE LEASE AREA LATERAL POUND LINEAR FEET LANDFILL GAS LIVE LOAD LONG LEG HORIZONTAL LONG LEG VERTICAL LEFT, UGHT MANUFACTURER MATERIAL MAXIMUM MOLLY BOLT MEDIUM DENSITY OVERLAY MECHANICAL MANUFACTURER MANAGEMENT MANHOLE MALLEABLE IRON MINIMUM MISCELLANEOUS MECHANICAL JOINT MONUMENT MEAN SEA LEVEL MOUNTED METAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES NORTH NATURAL NGPA NIC NO NOM NPDES NYM NS NTS NTU OC OD OH OL OPNG OPP OPS OSA OS&Y OWS PAM PB PC PDC PE PERF PI PN PJ PKWY PL P-LA4 PLAS POC PR PRC PRV PSE PSF PSI PV PT PVC PVI PVMT PW R RCP RD RED REF REINF REQ'D REV RGS RO ROW OR R/W RT S SC SCH SCTP SGV SD SDMH SE SEA -TAC SEC SED SF SHT SIM SJ SL STDG SMH SNCL SOG SP SQ SR SS SS(IND SSSSW�A ST STA STD STL STRUCT SUPT NATURAL GROWTH PROTECTION AREA NOT IN CONTRACT NUMBER NOMINAL NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NUN-MN/01 WAILK NEAR SIDE NOT TO SCALE NEPHELOMETRIC TURBIDITY UNIT ON CENTER OUTSIDE DIAMETER OVERHEAD OVERLOAD OPENING OPPOSITE OPERATIONS OFlbIit AREA OUTSIDE STEM AND YOKE OIL -WATER SEPARATOR POLYACRYLAMIDE PERIMETER BERM, PULL BOX POINT OF CURVATURE. PUMPER CONNECTION POWDER COATED POLYETHYLENE PERFORATED POINT OF INTERSECTION, POST INDICATOR POST INDICATOR VALVE PANEL JOINT PARKWAY PLATE, PLACE PLASTIC LAMINATE PLASTER POINT OF CONNECTION PAIR POINT OF REVERSE CURVATURE PRESSURE REDUCING VALVE PUGET SOUND ENERGY POUNDS) PER SQUARE FOOT POUNDV(S) PER SQUARE INCH PLUG ALVE (ECCENTRIC) POINT OF TANGENCY POINT OF VERTICAL CURVATURE, POLYVINYL CHLORIDE, PVC CONDUIT POINT OF VERTICAL INTERSECTION PAVEMENT POTABLE WATER RADIUS, RANGE, RISE, RIGHT REINFORCED CONCRETE PIPE ROOF DRAIN, ROAD REDUCER REFERENCE REINFORCED, REINFORCEMENT, REINFORCING REQUIRED REVISION RIGID GALVANIZED STEEL CONDUIT ROUGH OPENING RIGHT OF WAY RIGHT SOUTH, SANITARY, SLOPE, SWITCH SOUD CORE SCHEDULE STORMWATER CHEMICAL TREATMENT PLAN SECTIONAL CONTROL VALVE STORM DRAIN STORM DRAIN MANHOLE SOUTHEAST SEATTLE -TACOMA INTERNATIONAL AIRPORT SECTION SEDIMENT SQUARE FEET, SQUARE FOOT SHEET SIMILAR CONTRACTION JOINT SLOPE DRAIN SLIDING SEWER MANHOLE SINGLE SLAB ON GRADE SPARE, SPACING SQUARE STATE ROUTE SANITARY SEWER SANITARY SEWER/INDUSTRIAL STAINLESS STEEL SOUTH SOUD WASTE AREA STREET STATION STANDARD STRUL CTURAL SUPPORT SUSP SW SWPPP leoT TBD TEMP TD TESC THK TMC TO TOC TOE TOG TOW TRTD TS TSD TSO TYP UBC UD UDCP UG UL UNO UP US UT UYH V VC VCT VERT VPI W/ W/0 W WP WR WO WS WSDOT WWF X STRONG EXTRA STRONG XFMR TRANSFORMER YD YARD 0 0 SUSPENDED SPRAY WATER STORM WATER POLLUTION PREVENTION PLAN TANGENT, TOP, TOWNSHIP, TREAD 101' & ISUIIUM TO BE DETERMINED TEMPORARY TRENCH DRAIN TEMPORARY EROSION AND SEDIMENT CONTROL THICK TUKWILA MUNICIPAL CODE TOP OF TOP OF CONCRETE TOP OF FOOTING TOP OF GRATE TOP OF WALL TREATED TUBE STEEL TEMPORARY STORM DRAIN TRANSFER STATION OPERATORS TYPICAL UNIFORM BUILDING CODE UNDER DRAIN UNDERDRAIN COLLECTION PIPE UNDERGROUND UNDERWRITER'S LABORATORY UNLESS NOTED OTHERWISE UTILITY POLE UPSTREAM UNDERGROUND TELEPHONE UTILITY YARD HYDRANT VENT VERTICAL CURVE VINYL COMPOSIITON TILE VERTICAL VERTICAL POINT OF INTERSECTION WITH WITHOUT WEST, WATER. WALL WORK POINT, WEATHER PROOF WATER RESISTANT WATER QUALITY WATER STOP WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WELDED WIRE FABRIC AT DIAMETER R CODE COMPLIAEWED NCE CE APPR09►ED OCT 2 0 2008 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER 1-800-424-5555 DESIGNED VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 - 1' C REV 7/24/08 DATE AKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division IVU R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT ABBREVIATIONS PROJECT NUNBER: 11-00839-20001 SAT. OF: 4 105 G14 CALL 48 HOURS BEFORE YOU DIG ISSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION A g Y g 9 1 • SECTION 35, TOWNSHIP 23N, RANGE 4E _1�5 O�RAAIP-= LW 2445+33.3 215 RT) N 161925.88 E 1285046.93 ''' ...-;-:."-\\,‘ i /r /� �- _ f, 'S�. � �\ •- �j�� -'-'-•••-__-'--- ---\ - • \ 1 N10'17'46'E JNT AT 5 NO ND '. - - REVIEWED FOR CODE /AAs®I1I TAAI#.' CODE COl PLIAN'E APPROVED OCT 2 0 2008 City Of Tukwila B ILDIN DIVISION 311 4 CONSTRUCTION LIMITS POINTS POINT NORTHING EAST1NG ® POINT NORTHING FASTING 1 160788.74 1284900.29 32 161818.64 1286076.16 2 160787.06 1284874.26 33 161770.81 1286092.31 3 160853.94 1284872.47 34 161557.63 1286128.02 4 160865.59 1284910.40 35 161486.32 1286116.06 5 161115.93 1284885.63 36 161468.60 1286135.14 6 161236.85 1284894.59 37 161469.12 1286162.90 7 161291.82 1284914.93 38 161430.54 1286124.11 8 161314.14 1284940.24 39 161459.09 1286123.34 9 161382.59 1284959.35 40 161490.74 1286089.26 10 161389.29 1284941.23 41 161694.06 1286034.06 11 161402.68 1284942.47 42 161725.31 1285993.14 12 161426.71 1284919.75 43 161745.88 1285993.24 13 162436.16 1285074.35 44 161702.71 1286047.26 14 162439.46 1285133.60 45 161497.39 1286102.70 15 162488.36 1285141.86 46 161557.57 1286112.80 16 162499.07 1285305.91 47 161768.41 1286077.28 17 162377.49 1285550.25 48 161813.57 1286062.04 18 162287.17 1285597.99 49 161788.96 1285993.47 19 162066.78 1285562.57 50 161595.78 1285992.46 20 161861.04 1285599.41 51 161597.39 1285860.25 21 161663.05 1285743.41 52 161462.97 1285849.35 22 161646.76 1285775.25 53 161206.57 1285638.93 23 161743.45 1285788.93 54 161228.95 1284989.32 24 161741.57 1285821.38 55 161202.51 1284976.80 25 161686.80 1285865.74 56 161147.65 1284963.97 26 161647.91 1285862.90 57 160832.69 1284972.71 27 161646.36 1285942.73 58 160703.10 1284956.51 28 161824.20 1285943.65 59 160631.87 1284936.80 29 161877.66 1286092.60 60 160557.01 1284889.01 30 161852.88 1286101.23 61 160628.01 1284819.62 31 161829.54 1286106.53 62 160702.07 1284876.46 d - ',TRANSFER STATION \• \ NOECTITNS AREA \ \ NO CONTRACTOR l• ACCESS NOg34, Z . (/- `E-, 966'70 / % l / / /I I / l - CONSTRU-CTION LIMITS 1111 lam i (' '/i,•' , l . 1 1\ ( / 11(,'I/ �� / , / t (,'I/ (` � •-- ,,,.. ,_.„.........____, :::" .: ';,---,' /...-j;:ii. .:3,) .."5, ‘,.., , ,,, , , / : • \ ' I / /:,' ,:( :1 '''' ) tt 6FA. ! ; - ':\‘'` - l _ l ' / f\ PROPERTY GNE \- / , ,`1//,--- 1 1; )7 ;\ - r� -c<f- \ '-' fes, ;,- ��Ii --k� I /= \ Jll1 - 1// T it li �1 • / \\I _LAN tONSTRUCRON UMITS SCALE: 1'=100' GENERAL NOTES 1. LOCATIONS SHOWN FOR EXISTING UTUUTIES ARE APPROXIMATE. 2. CONTRACTOR SHALL ARRANGE A PRECONSTRUCTION ,.,,.,-„r.,,.r r:m: w,: CITY'S I,,rn".,n„,,, (S) PR,. ,O BEGINNINGANYWORK. 3. AT LEAST 48 HOURS BEFORE STARTING PROJECT SITE WORK, NOTIFY THE CITY OF TUKWILA UTILITIES INSPECTOR AT 206-433-0179. 4. REQUEST A CITY OF TUKWILA PUBLIC WORKS UTILITY INSPECTION AT LEAST 24 HOURS IN ADVANCE BY CALLING 206-433-0179. 5. CONTRACTOR ASSUMES SOLE RESPONSIBILITY FOR WORKER SAFETY, AND DAMAGE TO STRUCTURES AND IMPROVEMENTS RESULTING FROM CONSTRUCTION OPERATIONS. 6. CONTRACTOR SHALL MAINTAIN THE PERMITS AND CONDRIONS, THE APPROVED PLANS AND SPECIFICATIONS, AND A CURRENT COPY OF THE CITY OF TUKWILA DEVELOPMENT GUIDELINES AND DESIGN CONSTRUCTION STANDARDS AT THE JOB SITE. 7. ALL WORK SHALL CONFORM TO THE APPROVED PLANS AND SPECIFICATIONS. ANY CHANGES FROM THE APPROVED PLANS REQUIRE PREAPPROVAL FROM THE OWNER'S PROJECT LW 2455+00.0 REPRESENTATIVE. WORK SHALL BE PERFORMED IN (215' RTF- ACCORDANCE WITH ALL FEDERAL, STATE. AND LOCAL LAWS. LW 2455+00.0 700 B. ALL SURVEYING FOR PUBLIC FACIUTIES SHALL BE DONE UNDER THE DIRECTION OF A WASHINGTON LICENSED LAND SURVEYOR. VERTICAL DATUM SHALL BE NAVO 1988. HORIZONTAL DATUM SHALL BE WASHINGTON STATE (GRID) COORDINATES, NORTH ZONE, USING NAD 83/91 SURVEY CONTROL AND RED TO ANY TWO CITY OF TUKWILA HORIZONTAL CONTROL MONUMENTS. 9. REPLACE OR RELOCATE ALL SIGNS DAMAGED OR REMOVED DUE TO CONSTRUCTION. 10. RETAIN, REPLACE OR RESTORE EXISi1NG VEGETATION IN RIGHTS-OF-WAY, EASEMENTS, AND ACCESS TRACTS. 11. WORK IN ROADWAYS A. ALL WORK IN ROADWAYS SHALL MEET TMC 11 AND THE FOLLOWING: B. PRIOR TO ANY ACTIVITY IN CIT! OF TUKWILA RIGHT-OF-WAY, THE CONTRACTOR SHALL PROVIDE THE CITY OF TUKWILA A TRAFFIC CONTROL PLAN FOR REVIEW AND APPROVAL THE TRAFFIC CONTROL PLAN SHALL INCLUDE THE LOCATION, ADDRESS AND DESCRIPTION OF TRAFFIC FLOW DURING THE WORK AND SHALL MEET MUTCD REQUIREMENTS. C. FIRE, PEDESTRIAN, AND VEHICULAR ACCESS SHALL BE MAINTAINED AT ALL TIMES, EXCEPT WHEN CONTRACTOR HAS PERMISSION FROM THE OWNER AND THE CITY OF TUKWILA DIRECTOR TO CLOSE AN ACCESS. D. ALL ROADWAYS SHALL BE KEPT FREE OF DIRT AND DEBRIS USING STREET SWEEPERS. E. INSTALL STEEL PLATES OVER ANY TRENCH, AT ANY TIME WORK IS STOPPED AND THE TRENCH IS LEFT OPEN. 11. CONTRACTOR SHALL FLAG CONSTRUCTION UMITS. RECEIVED CITY OF TUKWILA AUG - 4 Z008 PERMIT CENTER 100 0 100 200 Scale Feet 1-800-424-5555 DESIGNED 0 VERIFY SCALE BAR IS ONE INCH ON ANSI 'D' DRAWING 0�1" C REV 7/24/08 DATE IKS CHK'D KRH APP' D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT GENERAL NOTES AND PROJECT AREA BOUNDARY PROJECT NUMBER: 11-00839-20001 SHT. OFF: 5 105 G15 CALL 48 HOURS BEFORE YOU DIG ISSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION • 0 �, ♦• x.`24 ° \ EXISTING ';':'..:;;,..... --`,, 0 1-5 ON-RAMP g ��` ` .•,..in^°.. CJ ca REC STING FREE-- x-4---- - �� _.6sq ' ?-- o- i - -- -A -5 - t - y� k 0_ L 44:).7.__...of : l. y "� - _-�.7-��_'-'•' SECTION 35, TOWNSHIP 23N, RANGE 4E CONTROL SYMBOLS ® SURVEY CONTROL GENERAL NOTE 1. SEE SPEC SECTION 01140 -WORK RESTRICTIONS FOR PROTECTION OF EXISTING FEATURES. CONTROL POINT TABLE In Q HC 17-7 (WSDOT)* 165,203.5902 HC 17-8 (WSDOT) 161,774.6040 • NOT SHOWN ON PLANS NnRTHIN(; FASTIN(; 1,285,446.2510 1,285,016.9050 Fl FV. 286.500' 290.711' 1\ i. Y' ) ----- 0;1- -------• i %- 1 �I -'% t - i' -,° i ( -moi-: .fr " ..k(4) ---y)-'/ /� - \ EXISTING CELL --- \ TOWER EXISTING PAID RECYCUNG AREA 'MO SURVEY CONTROL 1. HORIZONTAL DA1UM: WASHINGTON COORDINATE SYSTEM, NORTH ZONE NAD83(91) PROJECT CONTROL ESTARUSHED USING GLOBAL POSITIONING FAST -STATIC (GPS) METHODS. CONTROL WAS EXTENDED THROUGH THE PROJECT REACH BY WASHINGTON STATE DEPARTMENT OF TRANSPORTATION SURVEY CONTROL MONUMENTS. 2. VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988, NAVD88. VERTICAL CONTROL WAS EXTENDED THROUGH THE PROJECT REACH USING PUBLISHED BENCHMARKS FROM THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (VIA ELECTRONIC LEVEUNG). 3. SOURCE OF MAPPING: SURVEYS PERFORMED BY DUANE HARTMAN AND ASSOCIATES: ON MAY 4, 2007; AUGUST 16, 2007; FEBRUARY 12, 2008; AND OTHERS. '4,-, _A - HC 17-8 (WSDOT)' --- Jia. )_ `` _. >1..1n« ., --,,- ' �.� o r 11� }o_ o Ga PLAN PLAN EXISTING WETLAND AND BUFFER BOUNDARIES SCALE: 1' = 20' Sp, Ce o ° J 9_ -. / ', I -°tea__ HC 17-7 (WSDOT) _ APPROX 1/2 MILE NORTH `- EIVEO R '1"; 140.PLIANC ��o /PR' ~N L l • --- ) 1 1 • Iham_ >��� p meq. CONSTRUCTION UNITS •°c. PROPERTY UNE , EXISTING SEWER • __" VAULT MANHOLE I1-. 4 - - - - 90 p, 6 q 1,y • •,. \ ,�''o ..i-',) 0 c 1 0 r ,T, i 603y .� 9,y tf, a 0.O 4 - // • 1 r,,,---- , ,. ,y FP"'\ - DRMNG RANGE • •' `SENSIIIVE AREAS, \ `_ Jam/ , • PLAN EXISTING CONDmONS AND SURVEY CONTROL SCALE: 1' = 80' `110 =80 -0 .,•-Scole • 1 CONTROL POINTS 1-800-424-5555 f j i4ti i /o G 4.20081 PE.RjmT 0 - I�• Feet WETLAND A WETLAND B CONTROL NORTHING EASTING PTS A-1 161804.78 1286095.55 A-2 161829.12 1286089.08 A-3 161854.25 1286077.81 A-4 161874.98 1286078.67 A-5 8-1 161890.60 161795.27 1286075.35 1286067.52 8-2 161796.06 1286069.49 B-3 161813.56 1286072.49 B-4 161828.45 1286054.78 B-5 161834.41 1286046.49 6-6 161858.43 1286037.09 B-7 161878.29 1286035.65 B-16 161878.71 1286027.12 6-17 161865.98 1286028.75 B-18 161858.76 1286031.65 B-19 161845.95 1286034.62 B-20 161833.57 1286040.20 B-21 161825.23 1286045.32 6-22 161811.28 1286049.11 COMBINED BUFFER C-1 161869.21 1285977.93 C-2 161853.28 1285979.97 C-3 161843.71 1285983.82 C-4 161829.88 1285987.02 C-5 161810.14 1285995.92 C-6 C-7 C-8 1 DESIGNED •pRAWN I MR@ 3-20-D 41._1 VERIFY SCALE BAR IS ONE INCH ON ANSI "D' DRAWING 0 ' C REV 7/24/08 DATE IKS CHK'D KRH APP' D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT EXISTING CONDITIONS AND SURVEY CONTROL 1285998.95 1286004.84 1266034.66 PROJECT NUMBER: 11-00839-20001 SHT. OF: 6 105 161805.20 161783.53 161757.56 0 0 >0 W CO0) 0 co U z 0 0 ce 0 0 I_ O 1- W 0 J 1- u_ 0 U 0 LU (1) 1 1 1 FREE RECYCLING Ps -- • TRE WASH AREA OS 1. P 1 1 - SYSTEM • C \`. \�� ,,, __ _ _ --- a z-, \\'`..,WATER SYSTEM— =� -K_,...fr.4..�--- SECTION 35, TOWNSHIP 23N, RANGE 4E SITE ENTRANCE RETAINING WALL A ACCESS ROAD_ - ROAD A CONNECTION mazer,. a0- 1 _,w _EXISTING -230- •1 zu=—FACILfTY 7/Z5(ex •' \ aae i4' oa SCALE s 411, E / ••••\. DESIGNED DRA VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 ROAD B PROPERTY UNE �NiERSTATE S . - . RETAINING WALL F - • GENERAL NOTE 1. SEE DWG 12 FOR ;, ,:: , ;i,i' •,, s" tVVN �SEQ�IENCE.-- CODE COMPLIANrF APPROVED OCT 2 0 2008 City Of Tukwila B LDIN DIVISION iJ PLAN `EAST SLOPE \ FILL AREA __ SURFACE WATER • - _ _ � —arc---•— j '- DETENTION VAULT_ ..z,o SURFACE WATER oUALTTY ;v'� T• REATMENT VAULT • - _ TESC WATER OUAUTY / , TREATMENT SYSTEM - TESC STORAGE POND- � o -. - 1� • TEMPORARY ACCESS 1` ,,,,,,,..„..,..,,,,,\ .' \ \L .,,„,....---...-:::_f / / , 1_f� / / , li U i --- i -- 5') % y __-".r.' GENERAL ARRANGEMENT SCALE: 1' = 80' 0-4 C REV 7/24/08 DATE IKS CHK'D KRH APP.() ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION '0_--- 1" l- EXISTING SURFACE-" `t, '— WATER OUTFALL King County Department of Natural Resources and Parks Solid Waste Division (3 E(h DRMNG RANGE ;F;�// -may i' RETAINING -- WALL c G,---- - c •'/� .j / • ' 1 / / RETAINING < WALL D - __ ;i lam' , Ir. 'CONSTRUCTION.' i 5; �(, ' .t `/• . I I AUG 1^,4 2068 I , - 51�+ E.. r PERrITCTEI� '•Scare• ` i ) r i r-) Feet \ ,_ j i t i( l -\ ... R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT GENERAL ARRANGEMENT SITE PLAN PROJECT NUMBER: 11-00839-20001 SHT. OF 7 105 G1 7 0 0 0 0 00) W In. J LL. 0 U 0 0 lect\Data and MaM STRUCTURAL NOTES: 1. RETAINING WALL DESIGN CRITERIA: IBC SITE CLASSIFICATION D. SOIL SEISMIC LOAD BASED ON 1/2 OF PEAK GROUND ACCELLERATION (PGA) OF 0.32G, 10% EXCEEDANCE IN 50 YEARS. 2. RETAINING WALL LOADS: SEE LOAD DIAGRAMS, THIS SHEET FOR SOIL AND LNE LOADS ON RETAINING WALLS. 3. STABILfIY CRITERIA (GRAVITY WALL B): LOAD CASE RESULTANT LOCATION NORMAL MID 1/3 UNUSUAL MID 1/2 SEISMIC WITHIN BASE NORMAL LOAD CASE: UNUSUAL LOAD CASE: SEISMIC LOAD CASE: fS SUDING 1.5 1.33 1.10 DEAD LOADS (SOIL + CONCRETE), SOIL STATIC LATERAL LOAD (ACTIVE), LATERAL SURCHARGE LOADS NOT APPLICABLE DEAD LOADS (SOIL + CONCRETE), SOIL STATIC LATERAL LOAD (ACNE), SOIL SEISMIC, LATERAL LOAD ACCELERATION OF STRUCTURE MASS (0.410) 4. SOLDIER PILE DESIGN CRITERIA: MAXIMUM ALLOWABLE BENDING STRESS IN STEEL PILES, 0.6xY1ELD SEE DIAGRAMS FOR WALLS A, C AND D, THIS DWG. 5. GEOTECHNICAL REPORT: PREPARED BY: TITLE : HWA GEOSCIENCES INC. GEOTECHNICAL REPORT BOW LAKE PROCESSING/TRANSFER FACILITY KING COUNTY SOUD WASTE DMSION TUKWILA. WASHINGTON HNA PROJECT NO. 2003-008-21 CONTRACT NO E23001E [DATE] 2008 6. STRUCTURAL AND MISCELLANEOUS STEEL: STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING, UNLESS NOTED OTHERWISE: PLATE AND BAR ASTM A36 SOLDIER PILES - ASTM A572 GRADE 50 STEEL PIPE - ASTM A53, TYPE E OR S, GR B 7. BOLTS: ASTM A325 OR A307, AS REQUIRED, GALVANIZED 8. TIMBER LAGGING: HEM -FIR #1 OR BLIILH, ROUGH SAWN PRESSURE TREATMENT: 0.40 ACZA OR CCA PER AWPA T-1, INCISED TIMBER LAGGING DESIGNED FOR 1/2 ACTIVE LOAD SIZE - 4x FOR TOP 6' OF FINAL SOIL DEPTH 6x FOR BELOW 6' OF FINAL SOIL DEPTH TIMBER LAGGING SHALL HAVE A MINIMUM OF 3" BEARING WIDTH ON THE SOLDIER PILE FLANGE. 9. STRUCTUAL CONCRETE AND REINFORCEMENT: A. CONCRETE MIX DESIGN STRUCTURAL CONCRETE 28 DAY STRENG-4000 PSI W/C L\AT10-0.38 MAX NOMINAL MAX SIZE AGGREGATE, 1 1/2" (MEMBERS OVER 8" SI E)1" (MEMBERS✓t OR LESS IN SIZE). SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. B. REINFORCING STEEL: ASTM A615 GRADE 60 DEFORMED BARS. C. LAP SPLICES NOT SHOWN MAY BE REQUIRED BECAUSE OF BAR LENGTH OR CONSTRUCTABIUTY. D. REINFORCING BAR HOOKS AND BENDS SHALL CONFORM TO THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318-05). E. UNLESS OTHERWISE NOTED ON THE DRAWINGS, THE MINIMUM DEVELOPMENT LENGTH AND MINIMUM LENGTH OF LAP FOR SPUCING PARALLEL BARS SHALL BE AS SHOWN IN THE TABLE THIS DWG. WHEN BARS ARE DIFFERENT SIZES. THE LAP LENGTH SHALL BE GOVERNED BY THE SMALLER DIAMETER BAR. TOP BARS ARE HORIZONTAL BARS SO PLACED THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. (HORZ WALL BARS ARE NOT CONSIDERED TOP BARS). F. MINIMUM CONCRETE COVER, UNLESS NOTED OTHERWISE ON THE DRAWINGS: CONCRETE CAST AGAINST ROCK OR EARTH: 3" CONCRETE EXPOSED TO EARTH, WEATHER OR #6 AND LARGER: 2" #5 AND SMALLER: 1 1/2". G. CHAMFER EXPOSED CORNERS 3/4' UNLESS NOTED OTHERWISE. H. THE FIRST AND LAST BARS IN WALLS AND SLABS, STIRRUPS IN BEAMS AND LIES IN COLUMNS ARE TO START AND END AT A MAXIMUM OF ONE-HALF OF THE ADJACENT BAR SPACING. UNO. BAR SIZE DEVELOPMENT LENGTH (Li) LENGTH OF LAP SPUCE (CLASS B) OTHER BARS TOP BARS OTHER BARS TOP BARS #3 14" 18" 18" 24" #4 19" 24" 25' 32" #5 24" 31" 31' 40" #6 28" 37" 37" 48" #7 41' 54" 54" 70" #8 48" 62" 62" 80" #9 53' 69" 69' 90" #10 59' 77" 77" 100" #11 65" 85" 85" 110" SOL SBSMIC 6.5H PSF 70 PSF SOIL ACTIVE VEHICLE IMPACT 1000 LB/FT OVER PILE SPACING uaI 35 PCF (WALL A) 43 PCF WALL 0) CONCRETE MASS SEISMIC 0.410 SURCHARGE (13' MAX DEPTH)\ 901E SEISMIC� TIE ROD TENSION 70 PSF OVER 1 xDIA /35H PSF (WALL A) 43H PSF (WALL D) OVER 1x0TA 35 PCF (WALL A) 43 PCF (WALL D) OVER 1xDIA SOIL, ACTIVE J DIA ilYENWAA 230 PCF OVER 3xDIA SOIL. LOAD DIAGRAM - SOLDIER PILE WALL A,D SCALE NTS SOIL ACTIVE (STRUCTURAL FILL) VEHICLE IMPACT 1000 LB/FT OVER PILE SPACING .�1 6.5H 6.5H 74 PSF BURN ALL OVER—BILE SPACING 37 PCF GLACIAL DEPOSIT OVER PI Li SOIL AC11VE St ACING (BURN 37H PSF OVER 1 37 PCF OVER 1 xDIA SOIL ACTIVE (GLACIAL DEPOSIT) 32 PCF OVER 1xDIA 37(H+10) PSF OVER 1xDIA STRUCTURAL Flu_ ID CONC MASS SEISMIC 0.416 LOAD DIAGRAM - SOLDIER PILE WALL C SCALE: NTS 600 PSF SOIL SEISMIC SOIL PASSIVE (BURN FILL) ,AVER 2xDLA 120 PCF OVER 2xDIA SOIL PASSIVE (GLACIAL DEPOSIT) 1200 PSF OVER 2xDIA 240 PCF SURCHARGE SOIL ACTIVE 6 5H PSF 70 PSF OVER 3xDIA CONC MASS SEISMIC .41G SUDING COEF FRICTION 0.45 LOAD DIAGRAM - GRAVITY WALL B SCALE: NTS MAX ALLOWABLE BEARING 4000 PSF RECEIVED CITY OF TUKIMLA AUG - 4 2008 REVIEWED rP MIT CENTER CODE COMPLIANCE APPROVED OCT 2 0 2008 Qty Of Tukwila BUILDING D 1 CN 1-800-424-5555 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI D" DRAWING EWES 8-244 b I 0 1" REV C 7/24/08 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division li'\kT'Iffi[KT R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT STRUCTURAL NOTES AND WALL LOAD DIAGRAMS PROJECT NUMBER: 11-00839-20001 SNI. OF: 71 105 S1 1 CALL 48 HOURS BEFORE YOU DIG 0 Z 0 0 LL 0Z 1— cc W 0 J_ U- 0 U 0 w SECTION 35, TOWNSHIP 23N, RANGE 4E CELL TOWER ACCESS FENCE, SEE DWG C91 TIMBER LAGGING 1 _ x---x---x-x---x----x---x x--x-----x---x----x-----x----- �X�_X_�x X X--x�-X�at�a"n_._- �J>•an\fitsiTm n'' ay�Ira^n� A31 zf�"y��i`n��--- A28 A29 A9 tl1 A10 A11 Al2 3, UNDERGROUND CONDUIT, 11 SEE ELECTRICAL DWGS 4' SD FROM WALL FOOTING DRAIN SEE SURFACE WATER MGMT PROFILES A3+00 FINAL G IAN FRONT 290 (- o L I SIDE (EAST)�OF WALL 280 270 1 1 i5 260 250 ANGLE P INT STA A3+ 6 EL 283.48 Ir • ;t �INAL GRADE FHW� ) PLAN RETAINING WALL A SCALE: 1' = 10' F WALL Ask .741/1 yr ANGLE POINT STA 144+11 EL 286.83 - L. END OF VEHIC4 F BARRIER i STA A4+43 EI( 286.00 277.02 270.12 - - ; n 11 II n II n n n n 11 rl 11 11 11 �I 11 II II II ANGIIE POINT srA i45+06 EL 186.00 GENERAL NOTES 1. ACTUAL WALL DIMENSIONS VARY FROM STATION DIMENSIONS AT ROAD CURVES. 2. CONSTRUCTION JOINT SPACING SHALL BE DETERMINED BY CONTRACTOR. JOINTS ARE REQUIRED TO BE LOCATED MIDWAY BETWEEN PILES. SEE DETAIL 5, DWG S406. KEYED NOTES PILE STATION AND OFFSET REFERENCE ROAD A CENTER UNE STATIONING AND ARE LOCATED AT CENTER OF FACE OF STEEL PILE. SEE DETAIL 1, DWG S406. .0 TAPER VEHICLE BARRIER FROM 3'-6" ABOVE TOP SLAB AT STA 4+11 TO 0'-0" AT STA 4+43. O A W21x111 MAY BE SUBSTITUTED FOR W18x119 WITH DRILLED SHAFT DIAMETER INCREASED FROM 30" TO 36'. n I' n n II II II II n II 11 11 II II II II II II II II II II II II 1I 11 II 11 I BOTTOM OF CONC FACING Tr II II LL I SOLDIER PILE, TYP L A3+00 SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (FT) TOP OF PILE Al A2+67.80 21.93L W12x58 14 272.89 A2 A2+76.38 21.93L W12x58 15 273.76 A3 A2+84.96 21.92L W12x58 18 274.80 A4 A2+93.54 21.92L W12x58 19 275.73 A5 A3+02.12 21.92L W12x58 19 276.68 A6 A3+10.71 21.92L W12x58 23 277.61 A7 A3+19.29 21.92L W18x76 27 278.54 AB A3+27.87 21.92L W18x76 27 279.27 A9 A3+36.45 21.92L W18x76 27 279.57 11 ANGLE POINT 1 STA A3+50 A3+50 EL 270.52 II II II II II II II II f LLL II I1 II II I1 I1 II II 1 II 1I II II II II II II LL LL II 11 II II SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (FT) TOP OF PILE A10 A3+45.03 21.92L W18x76 28 279.83 A11 A3+53.61 21.92L W18x76 28 280.13 Al2 A3+62.19 21.92L W18x76 28 280.42 A13 A3+70.35 21.92L W18x86 31 280.72 A14 A3+78.35 21.92L W18x86 31 281.06 A15 A3+86.35 21.92L W1846 31 281.45 A16 A3+94.35 21.92L W18x86 32 281.83 A17 A4+02.35 21.92L W18x86 32 282.18 A18 A4+10.35 21.92L W18x86 32 282.55 ELEVATION L. A4+00 RETAINING WALL A SCALE: HORIZ 1" = 10' VERT 1' = 10' SOLDIER PILE TABLE PILE ID STATION 1 OFFSET 1 STEEL SECTION, PILE LENGTH TOP OF PILE A19 A4+18.35 21.921 W18x119 34 283.29 A20 A4+26.35 21.92L W18x119 35 283.86 A21 A4434.35 21.92L W18x119 35 284.61 A22 A4+42.35 21.921 W18x119 36 285.19 A23 A4+50 35 21.921_ W18x119 36 285.19 A24 A4+58.35 21.921_ W18x119 36 285.16 A25 A4+66.35 21.921 W18x119 35 285.16 A26 A4+74.35 21.921. W18x119 35 285.15 A27 A4+82.35 21.921. W18x119 35 285.15 A4+50 ANGLE POINT STA A4+60 El. 271.56 SOLDIER PILE TABLE PILE ID STATION 1 O0 OFFSET STEEL SECTION, PILE LENGTH (FT) TOP OF PILE A28 A4+90.35 21.92L W18x119 35 285.15 A29 A4+98.35 21.92L W18x119 35 285.15 A30 A5+06.35 21.92L W18x119 35 285.12 A31 A5+14.35 21.92L W18x119 34 285.05 1'=10,-0" 10 5 0 I I A5+00 J 11_ 10 20 ScaleFeet REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 0 2008 0 W City Of Tukwila BUILDIN DMSION iJ Q g RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER 5 /,: KEY MAP SCALE: NTS 1-800-424-5555 CALL 48 HOURS BEFORE YOU DIG DESIGNED VERIFY SCALE BAR 5 ONE INCH ON D 8/4/08 MS KRH 43y ANSI D" DRAWING 0 S1" REV DATE CHK'D APP'D mIES B -24-$O 1 ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division ren R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SrrE PREPARATION CONTRACT RETAINING WALL A PLAN AND ELEVATION PROJECT NUMBER: 11-00839-20001 9f T. OF: 72 105 S401 0 0 Z 0 0 LL 0 Z 2 W LL 0 IY 0 Z vc 2 280 270 260 250 SECTION 35, TOWNSHIP 23N, RANGE 4E ITP r- TIMBER LAGGING FENCE, SEEPROPERTY UNE DWG C91 [?^u7.Wcnlrra -_x- x-x-x-x-x-x-x-x-x�- - -x-x-x-x-x-x-x-x-x-x x -x -x - A32 A33 x -x -x -x -x- P .c'k 37 *38 *39 A40 A41 A4fe�Yn�tAX`d�VPhMl4�ftM=0MC'P°n1P"MCnM^eNr3lPMMP"trMih=Nna A35 A36 A37 A38 A39 A40 A41 Ad9 edt � eee eec ..� ..� ..., ..- .-- PLAN RETAINING WALL A SCALE 1' = 10' 90 co FINAL GRADE �QNT i I SIDE(EAST) OF WALL ( I I STATION 1 O0 OFFSET '-- - TOP OF W � I f PILE LENGTH (FT) I I A32 1 I W18x119 I M 1 11 t' n 11 n H 34 t fG n n H , 1I rt ; n d . J ; n n I II+ O n II }- I n II-_ n N II I1 ^ FI III II 31 A36 A5+54.35 21.921 ¢I 31 �i finr}} 4 II II II 1rc�� Q II 11! nl II 11_ - , - n, 11 11 n� I Q n ; II 11 n rn� f 'n fl; II IJ i- u n 1 II - Fl -r111-1111 I I_�L_---,�! n I n n -.--44---.11_-1---_T�__ I Ip A5+79.23 n I --tt- 1 I__ --Tr I! I I___,....-....------ t -Ft- -tt' II -ti--- II II 11 II _ __�__ -_- .__ I I I 1 I_II Y ._ --- _1_ I I I I I I I tr_.. II - ! II --_,_ -11I-III------117,----11---1 -Lk II° 'I I ___ � -FI�----(T----- Ni a 111 II II II I, II III I I I I II II 11 -III II I I I! II I I I I I I I I i - I j - I I I I p I I j I I 0 W (1) IG W W N Q 11 11 ___ . �___ -I -___. a 'aa- a_ I-+- 1 F I t - I! _. 11 1 I I i - 11• I I II II I I ---- 14 - �I II -.. I 11 i 1 1 i 1 1 I I I I -! -11 --II- II I I II II ; iI I T 1 I -U-L I 1 1 1LIJ 1 I 1LIU I i I I 11 I I II -1 ! I ! 1 I j 1 1 1 - I 1 I r I: li I; ta ft t 11 I I 4J1 ty II 11 II II II II ..LL. II I I II 11 x Tr 11; 111 11, t+ II II II II II I I II fl 11 (I I 11 11 11 BOTTOM OF COC FACING 1T II I 1 I i I II I I I II i 4-1+ ft II I I II TI 11 I I III �t I f I�a- • TYP 11 I I I I LI i 1 J I Q II -L -1-1 ll! -41-. --- i 11- I 11- 11 ,SOLDIER f P1 1 i I A5+50 SOLDIER PILE TABLE PILE ID STATION 1 O0 OFFSET STEEL SECTIONO PILE LENGTH (FT) TOP OF PILE A32 A5+22.35 21.92L W18x119 34 284.96 A33 A5+30.35 21.92L W16x119 34 284.86 A34 A5+38.35 21.921 W18x76 32 284.80 A35 A5+46.35 21.92L W18x76 31 284.74 A36 A5+54.35 21.921 W18x76 31 284.66 A37 A5+62.35 21.921 W18x76 31 284.60 A38 A5+71.23 21.921 W18x76 31 284.52 A39 A5+79.23 21.92L W18x76 30 284.45 A40 A5+87.23 21.92L W18x76 30 284.37 A6+00 ELEVATION A6+50 RETAINING WALL A SCALE: HORIZ 1" = 10' VERT 1" = 10' SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (F0 TOP OF P111 A41 A5+95.23 21.931 W18x76 30 284.28 A42 A6+03.23 21.93L W1Bx76 30 284.19 A43 A6+11.23 21.93L W12x72 28 284.08 A44 A6+19.23 21.93L W12x72 27 283.89 A45 A6+27.23 21.93L W12x72 27 283.77 A46 A6+35.23 21.941_ W12x72 27 283.70 A47 A6+43.23 21.941 W12x72 27 283.64 A48 A6+51.23 21.941 W12x72 26 283.59 A49 A6+59.23 21.941 W12x72 26 283.53 SOLDIER P111 TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH ( TOP OF PILE A50 A6+67.23 21.94L W12x72 26 283.48 A51 A6+75.23 21.951 W12x58 24 283.42 A52 A6+83.23 21.951 W12x58 23 283.36 A53 A6+91.23 21.951 W12x58 23 283.30 A54 A6+99.23 21.95L W12x58 23 283.23 A55 A7+07.23 21.95L W12x58 23 283.14 A56 A7+15.23 21.96L W12x58 23 283.05 A57 A7+23.23 21.96L W12x58 22 282.91 A58 A7+31.23 21.961 W12x58 22 282.81 A7+00 A7+50 SOLDIER P111 TABLE PILE ID STATION O OFFSET O STEEL SECTION P111 LENGTH (FT) TOP OF P111 A59 A7+39.23 21.96L W12x58 22 282.73 A60 A7+47.23 21.96L W12x58 19 282.64 A61 A7+55.23 21.97L W12x58 18 282.56 1 =10-0" 10 5 0 10 20 Scale Feet GENERAL NOTES 1. ACTUAL WALL DIMENSIONS VARY FROM STATION DIMENSIONS AT ROAD CURVES. 2. CONSTRUCTION JOINT SPACING SHALL BE DETERMINED BY CONTRACTOR. JOINTS ARE REQUIRED TO BE LOCATED MIDWAY BETWEEN PILES. SEE DETAIL 5, DWG S406. KEYED NOTES 0 P111 STATION AND OFFSET REFERENCE ROAD A CENTER UNE STATIONING AND ARE LOCATED AT CENTER OF FACE OF P111. SEE DETAIL 1, S406. 0 A W21x111 MAY BE SUBSTITUTED FOR Wx119 WITH AN INCREASE IN DRILLED SHAFT SIZE FROM 30' TO 36". REVIEWED FOR CODE COMPLIANCE APPROVED OCT 2 0 2008 City Of Tukwila BUI� DIVISION.. RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER I KEY MAP SCALE: NTS 1-800-424-5555 DESIGNED DRAWN VERIFY SCALE .BARNSI "D" DRAWING IS ONE INCH ON D 8/4/08 IKS KRH A e-24-LO 1 0 ISSUED FOR CRY OF TUKWILA PERMITS 1' REV DATE CHK'D APP.() REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division IT'\k'ItftIt R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL A PLAN AND ELEVATION PROJECT NUMBER: 11-00839-20001 Slit. OF: 73 105 S402 (9 ca 0 LLJ 0 LLJ CO C!) 0 c0 J U SSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION A E - x i A63 PILE ID, TYP S406 x -X IX�7- x -x cif% eirk eL Ail till ell_ 171, AA66 \ A67 _ A68 /A69 \ A70 A71 A72 SECTION 35, TOWNSHIP 23N, RANGE 4E TYP r TIMBER LAGGING 5406 I S406 x-fx x -x -x -x syk A73 „.4%74 e A64 W Z V Q 4 SD FROM WALL CONCRETE FACING FOOTING DRAIN SEE SURFACE WATER MGMT PROFILES x -x ----- x CONCRETE GRAVITY WALL J PROPERTY UNE /--I'LNCL., SLt UWG C91 x -x -x x -x x -x -x -x -x x •x IH W n TOP OF WALL - proLGRADE IFRONT !IDE (EAST) 1F WALL 265a A@ ! 1 fV CO FI I II: 280 0 -11--- -I-- --- -� _Fht ��Il IUy 1���, W 1 � �e x I III W I II, I II I I! Ili ni n n ROAD A 1 SOLDIER PILE }4ALL PLAN RETAINING WALL A SCALE: 1'=10' CONCRETE GRAVITY WALL 411116, 1F7411 ANGLE POINT TQP OF WALL --STA-IPS-459- EL STA A8+59 - EL 282.50 - ▪ I1 nn! n I n II II; II II --Tr r r, n--; -n n II II I - II II II II II: II I� II II II II! II II 275 fp W Z 270 2 IT 265 IL J TFL BOITOM OF CONC FACING LL A8+00 I -I-I--1----4-1-- 1 I � I I I i LL ( 1J. SOLDIER PILE, -1 1L / LLL TYP SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (FT) TOP OF PILE A62 A7+63.23 21.97L W12x58 18 282.49 A63 A7+71.23 21.97L W12x58 16 282.42 A64 A7+79.23 21.97L W12x58 18 282.34 A65 A7+87.23 21.98L W12x58 17 282.27 A66 A7+95.23 21.98L W12x58 17 282.23 A67 A8+03.23 21.98L W12x58 17 282.18 A68 A8+11.23 21.98L W12x58 17 282.12 A69 A8+19.23 21.98L W12x58 15 282.05 A70 A8+27.23 21.99L W12x58 14 281.97 A8+50 BDT'OF GRAVITY WALL -r- ANGLE POINT STA A9+30 EL 279 64 I i I I i C9 BOTTOM OF CONCRETE W GRAVITY WALL W H ELEVATION RETAINING WALL A SCALE: HORIZ 1'=10' VERT 1'=5' SOLDIER PILE TABLE PILE ID STATION 0 OFFSET 0 STEEL SECTION PILE LENGTH (FT) TOP OF PILE A71 A8+35.23 21.99L W12x58 14 281.89 A72 A8+43.23 21.99L W12x58 14 281.81 A73 A8+51.23 21.95L W12x58 14 281.73 A74 A8+59.23 21.92L W12x58 13 281.65 A9+00 A9+50 Al 04-00 5 2.5 0 5 10 1"=5' -0" 1 Scale Feet 10 5 0 10 20 1"=10'-0" Scale Feet GENERAL NOTES 1. NOTE EXAGGERATION OF VERTICAL SCALE, THIS DWG. 2. CONSTRUCTION JOINT SPACING SHALL BE DETERMINED BY CONTRACTOR. JOINTS ARE REQUIRED TO BE LOCATED MIDWAY BETWEEN PILES. SEE DETAIL 5, DWG 5406. 3. CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS IN GRANNY WALL SEE DETAIL 4, DWG S406. KEYED NOTES PILE STATION AND OFFSET REFERENCE ROAD A CENTER UNE STATIONING AND ARE LOCATED AT CENTER OF FACE OF PILE. SEE DETAIL 1, S406. REVIEWED R CO E COMPLIANCE APPROVED OCT z o 200e City Of Tukwila B ILDING DIVISION RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER KEY MAP SCALE NTS 1-800-424-5555 1 mws 8-24. 4Fa DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 C REV 7/24/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division IP6'i'liE[h R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL A PLAN AND ELEVATION PROJECT NUMBER: 11-00839-20001 SHT. OF: 74 105 CALL 48 HOURS BEFORE YOU DIG S403 SSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION d 7 A 8 1 A 11 Jul 25. 2008 — 11.22cm 4 0 W I 4" SD FROM WALL L FOOTING DRAIN SEE RFACE D .>- 5 1111 WATERUMGMT W F n Tz r a� f PROFILES x -x -x -x -x SECTION 35, TOWNSHIP 23N, RANGE 4E FENCE, SEE DWG C91 x -x -x -x PROPERTY UNE - X- x - X x- x= SIM S406 TYP ,TIMBER LAGGING grts CONCRETE GRAVITY WALL tb A76 _A77 _A78 PILE ID, TYP 4thaft A79 A80 A81 A82 A83 CONCRETE FACING :ti AIu4x u'1, 7, a� d . r ' 4 ' EDGE OF PAVEMENT A84 285 en en 280 0 275 N - BOTTOA - OF .CRETE CON Ji GRAVITY WALL 270 V - `- 2ip 265 - -- -- - -- ----� GasSl'-ae.aw.. ANGLE POINT -SRA-A10+20- - --- - EL 281.00 -- PLAN RETAINING WALL A SCALE 1"=10' CONC r GRAVITY!WALL GIE POINT TA 111+63 CL 281 00 7 I r -T TOP OF ANGLE POINT WALL STA Al2+15 EL 280.75-= SOLDIER P1LE1WALL r Q A10+00 • FINAL GRADE 1 FRONT SIDE (EAST) OF WALL A10+50 SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (FT) TOP OF PILE A75 A11+62.98 21.92L W12x58 13 280.17 A76 A11+70.98 21.98L W12x58 14 280.09 A77 A11+78.98 22.04L W12x58 14 280.06 A78 111+86.98 22.02L W12x58 14 280.03 A79 111+94.98 22.00L W12x58 14 280.01 A80 Al2+02.98 21.99L W12x58 14 279.99 A81 Al2+10.98 21.97L W12x58 14 279.93 A82 Al2+18.98 21.95L W12x58 14 279.92 A83 Al2+26.98 21.94L W12x58 14 279.91 A84 112+34.40 21.92L W12x58 14 279.91 ! :i.% <//. BOLOF GRAYYY WALL STA A11+62 E. 276.72 1 1 I SOLDIER PI_ P TYP A11+00 1 ELEVATION RETAINING WALL A SCALE: HORIZ 1'=10' VERT 1"=5' n 11 -11' 11 11 11 11 I 1 1 i i 1 /. I 11 I-11 I 1 II I II I -I- -1- t1---1 •-I-1 I II II -FF II it W II ill 1 II j II II I II ! II J 14 -1-1«-.-_ Q1-- 1-1--- i = II II II ! II I V II II 11 , II II II II II I Q U I IL u i _L 2 -f ,-- -+- BOTTOM OF' CONCRETE ACING 1 I1 Al2+00 II 11 Q 1 N -n in �i nn -: I jl1 1' II I 11 Io II I 11 , 11 W 14 -r-11`;---tt W 11 1 II i' II W 11 1 II 1 11 . 1 TI II I II II 1 II 11 1I -LL 11 1 J L REVIEWED l�T �' oVE CODE COMPLIANCE APPROVED OCT 2 0 2008 City Of Tukwila BUILDING DMSON GENERAL NOTES 1. NOTE EXAGGERATION OF VERTICAL. SCALE, THIS DWG. 2. CONSTRUCTION JOINT SPACING SHALL BE DETERMINED BY CONTRACTOR. JOINTS ARE REQUIRED TO BE LOCATED MIDWAY BETWEEN PILES. SEE DETAIL 5. DWG 5406. 3. CONTRACTOR SHALL LOCATE CONSTRUCTION JOINTS IN GRAVITY WALL. SEE DETAIL 4, DWG S406. KEYED NOTES O PILE STATION AND OFFSET REFERENCE ROAD A CENTER UNE AND ARE LOCATED AT CENTER OF FACE OF PILE SEE DETAIL 1, S406. RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER KEY MAP SCALE: NTS 5 2.5 0 5 10 1 =5 -0" Scale Feet 10 5 0 10 20 1=10-0 Scale Feet 1-800-424-5555 e-24-60 1 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "0" DRAWING 0 �1" C REV 7/24/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CIN OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division fi'VIiifF- R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL A PLAN AND ELEVATION PROJECT NUMBER: 11-00839-20001 SHE, OF: 75 105 S404 CALL 48 HOURS BEFORE YOU DIG ISSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION SECTION 35, TOWNSHIP 23N, RANGE 4E TIMtlt.N LAGGING mmmrri�irtr.mwmr_� A85 A86 �sy��aA93 A94 a5ltcr7�ca 487 468 A89 A90 qg 1rre7�Q w� h $ \- PILE ID,TM A92 494 A95 496 A9 499 4100 410]-a_� 0))- y�A10� 'r��=r4�� J 4102 4106 r a i 1. _ 4" SD FROM WALL A107In 4108 4109 % 4 1 n e n 5t_ .. 2 ;FOOTING DRAIN SEE w a a " t t? a QiSURFACE WATER MGMT PROFILES r-DPl1DCRTY u ILIE 413+00 is 285 .1i of 280 W 275 N •ZI 270 =l - VI Qi II II II II 4-1 II II II IL 265 - - - 801 MOF CONC FACING I I I I Al2+50 -'-T - ANGLE POINT FINAL GRADE A94127fi 3 1_ -- .(ONT OFDWALLL I co O �11 I I 11 I I I 11 1 1 11 II II 7' II II II II 1 - II II II in n 11 11 11 II' PLAN RETAINING WALL A SCALE: 1"=10' ANGLE POINT ISTA A13+44' {IEL 280.75 ' 1 I 0) • TOP OF WALL I 4 Jitt ( 11 II I II I1 ;I I 11 .1 1 1.1 11 SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (F0 TOP OF PILE A85 412+42.40 21.921 W12x58 14 279.90 A86 Al2+50.40 21.92L W12x58 14 279.92 A87 Al2+58.40 21.921 W12x58 14 279.92 A88 Al2+66.40 21.921 W12x58 15 279.93 A89 Al2+74.40 21.92L W12x58 15 279.92 A90 Al2+82.40 21.92L W12x58 17 279.91 A91 Al2+90.40 21.92L W12x58 17 279.90 A92 Al2+98.40 21.92L W12x58 17 279.90 A93 A13+06.40 21.92L W12x58 17 279.89 rr' II II II II 4-1- SOLDIER -F IL 1T 11 I II II II II II II .1 II tt SOLDIER ILE, rip 1 1 1 1 Y 413+50 ELEVATION RETAINING WALL A SCALE: HORIZ 1"=10' VERT 1" -- SOLDIER "- SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (F7) TOP OF PILE A94 413+14.40 21.921 W12x58 17 279.89 A95 413+22.40 21.921 W12x58 17 279.89 A96 413+30.40 21.92L W12x58 17 279.89 A97 413+38.40 21.92L W12x58 17 279.87 A98 A13+46.40 21.92L W12x58 18 279.80 A99 A13+54.4.0 21.921 W12x58 18 279.80 A100 413+62.40 21.92L W12x58 18 279.74 A101 413+70.40 21.92L W12x58 18 279.62 A102 A13+78.40 21.92L W12x58 18 279.55 II I1 II II 14 II II II II 11 II II II II II II II it II II II II II _LL II II II II u II II II 4 II II II II II II II II a2i EL!278.88 II II II II II II II J1 ANGLE POINT STA A14+00 EL ;269.93 L 414+00 SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (Fn TOP OF PILE A103 A13+86.40 21.921_ W12x58 18 279.45 A104 A13+94.40 21.92L W12x58 18 279.40 A105 A14+00.95 22.17L W12x58 18 279.28 A106 A14+07.37 22.96L W12x58 14 279.21 A107 414+13.68 24.301_ W12x58 13 279.16 4108 A14+19.82 26.15L W12x58 10 279.15 A109 414+25.99 28.601 W12x58 10 279.04 J FENCE, SEE DWG C91 KtdltWtu F -UK CODE COMPLIANCE APPROVED OCT 2 0 2008 City Of Tukwila B ILDING DIVISION GENERAL NOTES 1. NOTE EXAGGERATION OF VERTICAL SCALE IN ELEVATION, THIS DWG. 2. ACTUAL WALL DIMENSIONS VARY FROM STATION DIMENSIONS ALONG ROAD CURVES. 3. CONSTRUCTION JOINT SPACING SHALL BE DETERMINED BY CONTRACTOR. JOINTS ARE REQUIRED TO BE LOCATED MIDWAY BETWEEN PILES. SEE DETAIL 5, DWG S406. KEYED NOTES O PILE STATION AND OFFSET REFERENCE ROAD A STATIONING AND ARE LOCATED AT CENTER OF FACE OF PILE. SEE DETAIL 1, DWG S406. RECEIVED CITY OF TUKWLA AUG - 4 2008 PERMIT CENTER 1-800-424-5555 1"=5'-0" KEY MAP SCALE NTS 5 2.5 0 5 1 D ScaleFeet 10 5 0 10 20 Feet 1"=10-0 I Scale jcows 8-24-45 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI b" DRAWING 0 1" C REV 7/24/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL A PLAN AND ELEVATION PROJECT NUMBER: 11-00839-20001 SHT. OF: 76 105 S405 CALL 48 HOURS BEFORE YOU DIG 8 0 0 A 0 E 8 PILE CENTERED IN HOLE, SEE TABLE ON PLAN AND ELEVATION DWGS FOR REQ'D SECTION - f PILE CONCRETE •//y,G ,j vPILE CONCRETE® TIMBER LAGGING U GEOTEXTILE DRAIN MAT PILE CENTERED IN HOLE, SEE TABLE ON PLAN AND ELEVATION DWGS FOR REQ'D SECTION REMOVED PILE CONCRETE FOR LAGGING PILE STATION AND OFFSET LOCATION EXCAVATED SOIL FACE C> 5/8x6 HEADED STUD 0 12" VERT SPACING, TYP DETAIL RETAINING WALL A, D SCALE: 3/4" = 1'-0" ® TOP SLAB 2'-9" EXTEND DRAIN MAT 8" INTO TRENCH DRAIN GRAVEL BACKFILL FOR DRAINS • TRENCH DRAIN WRAP TRENCH DRAIN IN GEOTEXTILE FILTER FABRIC • 4I. #5012 16012 VERT12 HORZ ©5O 0 CONCRETE FACING® (SCULPTED FINISH) TOP BAR SHALL FOLLOW TOP OF CONC SLOPE TOP OF WALL SEE ELEVATIONS g NOTE: FOR TOP OF WALL BETWEEN PILES Al AND A18 SEE SECTION D, THIS DWG GEOTEXIILE DRAIN MAT OVER FULL HEIGHT OF WALL MIN 6' WIDTH PER B' PILE SPACING TIMBER LAGGING CORE WALL FACE CONCRETE FACING (SCULPTED FINISH) SECTION RETAINING WALL A, D SCALE: 3/4" = 1'-0" FINAL GRADE EL BOTTOM OF CONC FACING ELEV STRUCTURAL SEE ROAD FILL SECTIONS 4" PERF PVC CON W. T-FTITINGS AT LATERALS BACK OF TOP SLAB END PILE A109, Al (OPP HAND) D15, DI (OPP HAND) (ABOVE) L__ //%/:_ Pn 1- rnurarT n CONCRETE FACING (SCULPTED FINISH) DETAIL RETAINING WALL A, D WALL END SCALE: 3/4" = 1'-0" TOP OF WALL, SEE ELEVATIONS 0 2'-5" HK REMOVEDREMOVED PILE CONCRETE FOR LAGGING TEMPORARY CONSTRUCTION EXCAVATION 4" SOLID WALL PVC PIPE. SEE SURFACE WATER MANAGEMENT PLANS AND PROFILES FOR CONNECTION TO STORM DRAIN CATCH BASINS ° _yA 2.-6" SECTION RETAINING WALL A, D SCALE: 3/4" = 1-0" CONCRETE FACING (SCULPTED FINISH) 0 2" CLR 1'-3" UNO CORE WALL FACE REMOVED PILE CONCRETE FOR CONCRETE FACING END OF WALL SEE ROAD /SECTIONS INITIAL WORK PILE A74, A75 (OPP HAND) 7 --PILE CONCRETE 0 REMOVED PILE • CONCRETE FOR • CONCRETE FACING d • • d •4 4 2'-7" LAP LENGTH 4 4 6 d 4 3" CLR DETAIL 1 KEY/2x5 1/2 CONCRETE FACING (SCULPTED FINISH) CONSTRUCTION JOINT CAST IN PLACE CONCRETE GRAVITY WALL SCALE: 3/4" = 1'-0" TEMPORARY EXCAVATION CLASS 3000A CONCRETE DETAIL UNO CONCRETE FACING (SCULPTED FINISH) RETAINING WALL A - TRANSTION FROM SOLDIER PILE TO GRAVITY WALL SCALE: 3/4" = 1'-0" INITIAL WORK CORE WALL FACE STRUCTURAL FILL - #5012 EF- _ DETAIL KEYED NOTES O1 CONCRETE THICKNESS INCLUDES DEPTH FOR SCULPTED FINISH. TO MAINTAIN STRUCTURAL CAPACITY OF WALL, SCULPT WALL SUCH THAT A MINIMUM 8" CORE DEPTH IS MAINTAINED. ® APPROXIMATE THICKNESS VARIES AS FOLLOWS. ADJUST AS NECESSARY TO FILL IN GAPS IN LAGGING. WALL k STA 2+67 TO 4+42 : 1'-9"± (A1 -A22) STA 4+42 ID 8+59 : 1'-0"± (A23 -A74) STA 11+62 TO 14+22:1'-3"t (A75 -A108) WALL D: 1'-9" ENTIRE LENGTH 0 FILL VOIDS BEHIND LAGGING WITH SAND. ® TOP SLAB DETAIL SHOWN IS FOR WALL A ONLY. SEE SECTION A, DWG S415 FOR WALL D DETAIL SEE SPECIFICATIONS FOR ADDINONAL SACRIFICIAL REINFORCEMENT INSTALLATION. © LAP SPLICE FOR 16 HORZ = 3-2". 7O CONCRETE FACING SHALL BE CLASS 4000 SHOTCRETE. ® LOCATE CONSTRUCTION JOINTS AT THE MIDPOINT BETWEEN PILES. ® PILE CONCRETE SHALL BE LEAN CONCRETE PER THE SPECIFICATIONS. .0 TOP OF WALL ELEVATION IS MINIMUM AND WILL VARY DUE TO SCULPTED CONCRETE FINISH. 0 DIMENSIONS INCLUDE 3" DEPTH FOR SCULPTED WALL SCULPT WALL SO THAT CORE DEPTH IS MAINTAINED. IREVIEWtD KA(CODE • ` PLIANCE 7or.=@IED CONSTRUCTION JO SHOTCRETE FACING SCALE: 3/4" = 1': 0" 3" NOM SCULPTED ISL. CONTINUOUS 4" DIA PERF PVC PIPE IN GRAVEL BACKFILL FOR DRAINS. WRAP GRAVEL IN GEOTEXTILE FILTER FABRIC. CONNECT TO DRAIN BEHIND SOLDIER PILE WALL SECTION TOP OF WALL EL SEE ELEVATION 3" CLR CORE WALL FACE ®12 CONT EF FINAL GRADE STRUCTURAL FILL OCT 2 0 2008 City Of Tukwila ILD N DIVISION SMOO RUBB FINIS 3'-9" 11 SECTION RETAINING WALL A CONCRETE GRAVITY WALL SCALE: 1/2" = 1'-0" TEMPORARY CONSTRUCTION EXCAVATION BOTTOM OF WALL El. VARIES, SEE a ELEVATIONS 4" SOLID WALL PVC PIPE. SEE SURFACE WATER MANAGEMENT PLANS AND PROFILES FOR CONNECTION TO STORM DRAIN CATCH BASINS 1/2 =1 -0 3/4 =1 -0 1 0 1 2 3 4 5 Scale Feet 1 0 1 2 3 Scale Feet 11" TOP OF WALL, SEE ELEVATIONS 1606 CONT #5®12 /// SECTION #5 DWL®12 1-800-424-5555 0 1— co 0 0 0 2 RECEIVED CITY OF TUKWIL AUG - 4 200E PERMIT CENTE RETAINING WALL A VEHICLE BARRIER STA 2+65 -STA 4+43 SCALE: 3/4" = 1'-0" I DAMS 9-24-0 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0-1" c REV 7/24/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALLS A AND D SECTIONS AND DETAILS PROJECT NUMBER: 11-00839-20001 SHT. 0F: 77 105 S406 1:: 1 290 280 SECTION 35, TOWNSHIP 23N, RANGE 4E EL 27605 1 WALL END STA A4+92 OFFSET 19.00 R 86012 DWLS PLAN ANGLE POINT STA A5+68 OFFstr 19.00 R RETAINING WALL B SCALE: 1/8" = 1'-0" 1606 DWLS -1 r - CJ I T CJ CONSTRUCTION JOINTS 036' MAX SP I I It 1 TOP OF 1041 CONTROL JOINTS -1912=1AAX-SR CTJ TJ I 270 , /;/LE 269 1 — - — 16.9Z E I 2601--- A5+- 00 CTJ CTJ CTJ 1.90% - FOOTING ANGLE POltIT 1 BOTTcM OF FOOTING, STAA5+14 TYP I EL 66.04 0 ' i 1 1 A5+50 -4- — — FINAL GRADE, FRONT SIDE (EAST) OF WALL FINAL GRADE, BACK SIDE (WEST) OF 17- CTJ WEEP HOLE, TYP --CTJ ELEVATION RETAINING WALL B SCALE: 1/8' = 1'-0' 30" A6+00 15012 30" FOOTING REINF PER SECTION OPTIONAL SLOPED CONCRETE FOR MONOLITHIC CONCRETE POUR 1.5 DETAIL STEPPED FOOTING SCALE: 3/4' = 1'-0" I 1 f--- — I - -- W z iJ EL 266.04 I V 4 E I A6+50 REVIEWED FOR— CODE COMPLIANCE APPROVED OCT 2 0 2008 City Of Tukwila BUILDING DIVISION GENERAL NOTES 1. STATION AND OFFSET REFERENCE ROAD A CENTER UNE AND ARE MEASURED AT EAST FACE OF STEM WALL KEYED NOTES O1 CONTRACTOR OPTION TO STEP FOOTING. STEPS TO ALIGN WITH CONTROL AND CONSTRUCTION JOINTS AS SHOWN. RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER /ly1 1./ 1 1/8 =1 -0" 3/4 =1 -0' KEY MAP SCALE: NTS vidir 5 0 5 10 15 20 Scale Feet 1 0 1 2 3 Scale Feet Ionus 8-24-/O 1 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI 'D" DRAWING 0-1' C REV 7/24/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWIIA PERMITS REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division teh R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL B PLAN, ELEVATION AND DETAILS PROJECT NUMBER: 11-008.39-20001 SNI. OF: 78 105 S407 1-800-424-5555 O 0 >O W O LL co 0 co J J 0 z O 0 1.L O LL 1— ce O LL! 0 LL. O 0 0 LLJ C/) 8 2005 SECTION 35, TOWNSHIP 23N, RANGE 4E M 290 --- I TOP j0F WALL 280 C9 LTJ - CJ G` V! 270 Z J P(.1 I 43c CTJ PLAN CONTROL JOINT, T113 RETAINING WALL B SCALE. 1/8" = 1'-0' + #606 OWLS #6012 DWLS WALL END STA A71-78 OFFSET 18.95 R FINAL GRADE BOCK SIDE !(WEST) OF OFJW� I I 7 1.90% • C1J LCTJ CJ N ▪ I EL 281.47 1 A6450 I WEEP HOLE, TYP ANGLEPOINT •STA 69— EL 266.04 266.04 1 1/2"X1 1/2' DEEP FORMED NOTCH WHEN EXPOSED, CONTINUE OVER TOP OF WALL GALV DOWEL O 3" CLR DETAIL STEM CONTROL JOINT SCALE: NTS 1 1/2'x1 1/2" DEE FORMED NOTCH A7+00 ELEVATION BOTTOM OF FOOTING + — RETAINING WALL B SCALE: 1/8" = 1'-0' 1 1/2"X1' DEEP FORMED NOTCH WHEN EXPOSED 1 1/2'x3 1/2' KEY DETAIL 3' CLR STEM CONSTRUCTION JOINT SCALE: NTS 1 1/2"x1" DEEP FORMED NOTCH IFNAL GRADE FRONT !SIDE (EAST) OF WALL A7+50 4—. 1 1/2x3 1/2 KEY 3' CLR DETAIL FOOTING CONSTRUCTION JOINT SCALE: NTS i EL; 275.18 SCALE: 1 1/2" = 1'-0" N 141 — TOP OF WALL r 1',EL VARIES, ;SEE ELEVATIONS �.' 2" CLR ' • #6012 VERT #6 DWL W/STD HOOK, SEE " ELEVATION FOR SPACING 5-0' #6012 5 '• 0 #5012 VERT 15012 HORZ 2" CLR °a #5012 DWL HOOK 32 L 32" LAP 1'-8' #5012 SEE PAVING SECTIONS GRAVEL BORROW #5012 HOOK TOE SECTION RETAINING WALL B SCALE: 1/2' = 1'-0" . CONTINUOUS-_ _ - GEOTEXIILE - _ 12'x12'x3/16 DRAIN MAT _ - ALUMINUM COVER - PLATE CENTERED - - - ABOUT WEEP HOLE - WEEP HOLE TEMPORARY CONSTRUCTION EXCAVATION GENERAL NOTES 1. STATION AND OFFSET REFERENCE ROAD A CENTER UNE AND ARE MEASURED AT EAST FACE OF STEM WALL. 2. ALL CONCRETE THIS DWG SHALL BE CLASS 4000. 3. ALL EXPOSED CONCRETE SHALL BE SMOOTH RUBBED FINISH. BURIED CONCRETE SHALL BE SMOOTH FORM FINISH. KEYED NOTES 01 FORM NOMINAL 1"x4" KEY INTO BASE SLAB. ROUGHEN CONCRETE ADJACENT TO KEY IN ACCORDANCE WITH CONSTRUCTION JOINT REQUIREMENTS. O2 DOWEL BARS SHALL BE 1' DIAx2'-0' LONG SMOOTH GALV BARS. APPLY BOND BREAKER TO WHOLE DOWEL. DOWELS SHALL BE PLACED AT 2'-D" VERT SPACING AND SET LEVEL AND PARALLEL TO WALL FACE. O CONTRACTOR OPTION TO STEP FOOTING. STEPS TO AIJGN WITH CONTROL AND CONSTRUCTION JOINTS AS SHOWN. BOT OF� JO ,• GRLVJEWtD F SEE MI fni.,.,o COMPLIANCE �/ APPROVEDMIP/.IqNCE OCT 2 0 2008 City Of Tull : DivisT SEE NO CUT HOLE IN SOUD PLASTIC BACKING TO ALLOW DRAINAGE. DO NOT CUT FILTER FABRIC 3' DIA SCH 40 PVC WEEP HOLE 0 12' MAX S PACING SECTION RETAINING WALL B SCALE: 1/2' = 1'-0" 1-800-424-5555 RECEIVED CITY OF TUKWILA z AUG — 4 2008 0 U PERMIT CENTER z 0 0 LJ - 1/2'1' 0" L 1/2"1'-0' 1/8"=1'-0" 1-1/2"=1 -0" SCALE NTS 1 0 1 2 3 4 5 Feet 5 D 5 10 15 20 Scale Scale 12' 9' 6' 3' 0 Feet Scale Feet 1 lams 8-24-4.O 1 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1' C REV 7/24/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMFTS REVISION DESCRIPTION WI King County Department of Natural Resources and Parks Solid Waste Division 6 [h R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL B PLAN, ELEVATION AND DETAILS PROJECT NUMBER: 11-00839-20001 SIT. OF: 79 105 S408 SSUED FOR CITY OF TUKWILA PERM V or SECTION 35, TOWNSHIP 23N, RANGE 4E y • C2 ANGLE POI1? STA A18+21 280 F1-2I0.15j N 2603 W N W z J 240 I- 2 diglairo Cl TAKCARIMOMEIF,MIMMIltrift. LUMINAIRE STA A18+08.78 I I CONTROL JOINTS AT SP CING C16 C1 C14 C12 CI PILE ID, TYP PLAN RETAINING WALL C SCALE: 1- = 10' CR c c C1NSTRUCTION JOINTS CJ ANGLE POINT T 32' MAX SPACING STA A17+61 EL 273.52 CONCRETE FACING ANAL GRADE BACK TOP OF WALL SID (SOUTH) 0: A{1. {TOP-6F-StAB}- CTJ CJ !CTJ �® �!NM I II ; II Hi !- FIIJAL GRADE ANO POINT FONT (NO^RRT�H) 220 NTA. A16+36 WALL --1- EL 54.55 1 ANGLE POINT I S1,TA A18+08 EL 255.61 --t AN LE POINT STA A17+78 EL 258.06 EXISTINQ GRADE ! T- i - •�: H TT �BOLE SP -1- -- BOTTOM', OF CONC Ft1CING, ANGLENORTH ANGLE Pt)INT STA A17#14 EL 261.95 A17+36 POINT I SjA EL 258.35 SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION P111 LENGTH (FT) TOP OF PILE C1 A16+75.61 18.25L W12x58 23 270.54 C2 A16+83.61 18.251. W12x58 24 270.39 C3 A16+91.61 18.251_ W12x58 25 270.27 C4 A16+99.61 18.25L W18x76 25 270.14 C5 A17+07.61 18.25L W18x76 28 269.99 C6 A17+15.61 18.25L W21x111 33 269.90 C7 A17+23.61 18.25L W21x111 34 269.77 C8 A17+31.61 18.25L W21x122 37 269.65 C9 A17+39.61 18.25L W21x122 38 269.52 C10 A17+47.61 18.251_ W21x122 37 269.40 C11 A17+55.61 18.25L W21x122 37 269.28 C12 A17+63.61 18.251_ W21x122 37 269.02 C13 A17+71.61 18.25L W21x122 37 268.67 C14 A17+79.63 18.25L W21x122 37 268.31 C15 A17+86.57 18.23L W21x122 38 268.00 C16 A17+93.64 18.22L W21x122 37 267.68 C17 A18+00.64 18.20L W21x122 37 267.37 C18 A18+07.72 18.201. W21x122 38 267.06 C19 A18+14.72 18.19L W21x122 38 266.75 C20 A18+21.79 18.20L W21x122 38 266.44 C21 A18+28.80 18.211. W21x122 38 266.13 C22 A18+35.87 18.221. W21x122 38 265.82 EL 274.90 JEL 270.55 _J ANGLE POINT STA A1694 EL 266.71 TYP A18+00 ELEVATION A17+50 RETAINING WALL C SCALE: HORIZ 1' = 10' VERT 1' = 10' I A17+00 J KEV1I WLD FUR CODE COMPLIANCE APPROVED OCT 2 0 2008 City Of Tukwila BUILDIN DIVISION GENERAL NOTES 1. ACTUAL WALL DIMENSIONS VARY FROM STATION DIMENSIONS AT ROAD CURVES. KEYED NOTES 0 PILE STATION AND 0frstl REFERENCE ROAD A CENTER UNE AND ARE MEASURED AT CENTER OF PILE FACE. SEE DETAIL 1, DWG 5413. 0 FOR GRADING DETAILS, SEE DWG C21. O LOCATE CONSTRUCTION AND CONTROL JOINTS MIDWAY BETWEEN PILES. SEE DETAILS, DWG S413. ®LOCATE CENTER OF WEEP HOLES 12 FROM JOINTS. RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER KEY MAP SCALE: NTS vAllr 10 5 0 10 20 1`=1D'-0` , Scale Feet DESIGNED DRAWN VERIFY SCALE .08 ANSS ON DRAWING N D 8/4/08 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS 0 1 • REV DATE CHK'D APP'D REVISION DESCRIPTION IA King County Department of Natural Resources and Parks Solid Waste Division yen R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL C PLAN AND ELEVATION PROJECT NUMBER: 11-00839-20001 Slit. OF: 80 105 S409 SSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION CONCRETE ANCHOR WALL® SECTION 35, TOWNSHIP 23N, RANGE 4E STA A18+92.75 OFFSET 26.55 R 280 260 caG� W W N 240 Z J 220 J CONCRETE FACING LUMINAIRE, STA A19+84.81 CTJ • Ij - -Tr � I I I �I II I II !I -- 1i JL JJ ANGLE POINT STA A20+05 ANGLE POINT STA A20+09 E 244.39 A20+00 1, I; li 4 BOTTOM 244•92 OF, CONC ----FAC-ING-- i ' PLAN RETAINING WALL C SCALE: 1' = 10' ' IN TOP OF 1 WALL I STA A6 947 EL 265.30 -+-- -4AEL r M. 111111111 Z .CTJ CTJ 111111N1111111111111111111511111 111111.11111111L n I j i n n • 1 n 1 n --1-- -1-jT.-TT- T-----4-- -11--t-ii-- -n -y 1 1 i 1 1 I I , 1 II , I II 1 1 II i � II --- I 1 11 I �I 1 11 I I 1 -�- -1- W /� CONSTRUCTION JOINTS cj FINAL GRADE WEST OF CONTROL JI�INTS \�'� AT 32' .MAX SPACING /7\ W• 1 (TOP OF SCAB) Ar 16' MAX SPACING II II II - .L--iIT. �y -L .- H }1 II I II `I 1 i ! II ' _Lit i II I r1I , I � I I it ! GI 1 „ ! II I I J_LA _ STA_A19 20 \..: FINAL - SOLDIER PI I TYP PDINT 1+� E 244.$2 'GRADE ANGLE -PO ANGLE POINT AZA417.47 4 I SQA A19 +59 E 243.36 EL19+4 A245.07 5 HOLE WEEP 0 EL ' 438' SP _ .y- - -_ 243.71 L_ A19+50 ELEVATION L u AttGLE POINT STA A18+64 EL1 257.80 RETAINING WALL C SCALE: HORIZ 1" = 10' VERT 1" = 10' ANGLE POINT STA A18+;87 EL 252.941 II I II II 1 II II II II II II II II II II I1 II II II II ANGLE POINT STA A18+53 1 El. 257.68 ANGLE POINT STA A18+4� EL 254.55 - A19+00 L A18+50 W W (1) W Z SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (F1 TOP OF PILE C23 A1a+A2.R7 16'AL W21.122 37 26551 C24 A18+49.94 18.27L W21x111 34 265.20 C25 A18+56.94 18.30L W18x76 33 264.89 C26 A18+64.01 18.34L W18x76 34 264.57 C27 A18+71.00 18.38L W18x76 34 264.27 C28 A18+78.07 18.40L W21x111 34 263.96 C29 A18+85.06 18.40L W21x122 37 263.65 C30 A18+92.13 18.40L W21x122 38 263.34 C31 A18+99.13 18.40L W12x58 36 263.03 C32 A19+06.19 18.40L W18x76 38 262.72 C33 A19+13.18 18.38L W18x76 38 262.41 C34 A19+20.25 18.36L W18x76 38 262.10 C35 A19+27.24 18.34L W18x76 38 261.79 C36 A19+34.31 18.31L W18x76 38 261.48 C37 A19+41.31 18.28L W18x76 38 261.17 C38 A19+48.57 18.25L W18x76 37 260.82 C39 A19+56.57 18.25L W18x76 36 260.38 C40 A19+64.57 18.25L W18x76 35 259.93 C41 A19+72.57 18.25L W18x76 34 259.49 C42 A19+80.57 18.25L W18x76 33 259.05 C43 A19+88.57 18.25L W12x58 32 258.60 C44 A19+96.57 18.25L W12x58 31 258.16 C45 A20+04.57 18.25L W12x58 31 257.71 KI_VIONtD fOR CODE COMPLIANCE APPROVED OCT 2 0 2008 GENERAL NOTES 1. ACTUAL WALL DIMENSIONS VARY FROM STATION DIMENSIONS AT ROAD CURVES. KEYED NOTES 1O PILE STATION AND OFFSET REFERENCE ROAD A CENTER UNE AND ARE MEASURED AT CENTER OF PILE FACE. SEE DETAIL 1, DWG S413. ®SEE DWG C21 - C23 FOR FINISHED GRADE DETAILS. ® LOCATE CONSTRUCTION AND CONTROL JOINTS AT MID POINT BETWEEN PILES. SEE DETAILS DWG S413. ® LOCATE CENTER OF WEEP HOLES AT 12" OFFSET FROM JOINTS. ® SEE ANCHOR WALL ELEVATION, DWG S414. City Of Tukwila B ILDING DIVISION - RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER S41 S41 / 1 KEY MAP SCALE: NTS v' 10 5 0 10 20 1 =10-0 o Scale Feet 1-800-424-5555 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON D 8/4/08 IKS KRH ANSI '0' DRAWING pmt' REV DATE CHK'D APP.() ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION Lig King County Department of Natural Resources and Parks Solid Waste Division <<h R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL C PLAN AND ELEVATION PROJECT NUMBER 11-00839-20001 94T. OF: 61 105 CALL 48 HOURS BEFORE YOU DIG S4 1 0 z 1- c z 0 0 LL_ 0 z 1- cc w a. Q 1- L O 0 0 w C/) SECTION 35, TOWNSHIP 23N, RANGE 4E CONCRETE ANCHOR WALL _ ANCHOR TIE ROD, TYP LUMINAIR !STA A21+52.80 )OFFSET 17.29 L C3 W W y W 260 I 240 L --- fl II 10 1 11 W II N lI I 1 WII 1I I J 11 I 220= --aa...: V J < ANGLE POINT 2 STA 01+86 EL 242.65 I==r_i01111111101=01111110=011WR=:O=I:O=,_:=s=;='MMM_ -`a 66 C65 C64 -- - C63 C62 C61 C60 C59 / C58 C57 C56 C55 C54 C53 C52 C51 C50 C49 C48 C47 C46 C67 C68 C69 tt 1 I I ANGLE POINT STA A21+93 E( 252.33 1 CTJ -ANGLE POINT STA A21+67 EL 253.10 PILE ID, TYP PLAN RETAINING WALL C SCALE: 1" = 10' Ei CONCRETE FACING CJ • CONSTRUDTION JOINTS O CJ CQMROL JOINTS AT 32' MAX SPACING FINAL GRADS WEST OF TOP OF WALL AT 16' MAX SPACING WALL (TOP OF SLAB) I i .r -_-- _-I t--- , ` 1 x' C i `' a I - CTJ CJ ---- I -��■ 11_1r1/11111..01111111 n F11 i n n ; I I l 11 I I I I I I ; I I Ili II I n ._--111-11 _.l L._ 1.L_-- I I I I { I 1I --^_' n it ,I I 11 1 ' I I 1 1 I I I * I I - jy I I I! I I -7.1.. --f - '1-1-- If II II II. II II I II II II II II I II II Ili II II I I II Ili II 11 III II II • I III III II II i II X11 l;' SII II I 11 II II II ...�^ I I: CTJ CTJ 1- •!+ I i 1 II I II I II I II 1-1 I I I II I1 II i II I� 7AN0LE- POINT - STA A21+751 ANGLE PONT EL 243.05 .t STA A21+58 EL 243.14 I 1. _i II 11 II II II -1 I- II II II II L L A22+00 II rr I' LI IL i1' SOLDIER PILE TABLE PILE ID STATION n OFFSET <) STEEL SECTION PILE LENGTH (Fr) TOP OF PILE C46 A20+12.57 18.251 W12x58 31 257.2i C47 A20+20.57 18.25L W12x58 31 256.83 C48 A20+28.57 18.251 W12x58 30 256.38 C49 A20+36.57 18.251 W12x58 30 255.94 C50 A20+44.57 18.25L W12x58 29 255.50 C51 A20+52.57 18.251 W21x122 38 255.05 C52 A20+60.57 18.251 W21x122 38 254.61 C53 A20+68.57 18.251 W21x122 37 254.17 C54 A20+76.57 18.251 W21x122 37 253.72 C55 A20+84.57 18.251 W21x122 37 253.28 C56 A20+92.57 18.251 W21x122 38 252.83 C57 A21+00.57 18.251 W21x122 37 252.39 C58 A21+08.57 18.251 W21x122 37 251.95 C59 A21+16.57 18.25L W21x122 37 251.50 C60 A21+24.57 18.25L W21x111 34 251.06 C61 A21+32.57 18.251 W21x111 33 250.61 C62 A21+40.57 18.251 W21x111 33 250.17 C63 A21+48.57 18.25L W18x76 30 249.73 C64 A21+56.57 18.251 W18x76 29 249.28 C65 A21+64.57 18.251 W18x76 26 248.84 C66 A21+75.17 18.251 W1806 26 248.52 C67 A21+86.33 18.251 W18x76 26 248.20 C68 A21+96.12 18.251 W18x76 29 247.94 C69 A22+04.12 18.251 W18x76 30 247.86 111 - ?I 11 II 11 II 11 Il I• II 41-1- 7 --. -+f H II :II 11 11 1 11 :11 11 11 '11 1: 11 11 I: _ ..1L _ _ LI l[ 11 11 iT 11 I ANGLE POINT L SOLDIER STA A21+22 ' ANGLE-- - - PILE, i-- EL 241.10 I_ ---STA 1 , EL 241118 WEEP HOLE ®$ SP r II II II II -1-1 II OINT +03 ELEVATION 1 1 1 1 1 1 I 1L -rr- H II 1 II j 1L I LL I nNAI: GRADE V I 11 1 - - - .L 1 -AI+IGLE POINT STA A20+73 , EL 243.03 _ I 1 A21+00 RETAINING WALL C SCALE: HORIZ 1' = 10' VERT 1" = 10' t -1-1- II I I 1 I 1 11 L 1 1 11 I 1 I -1L 11L - ANCLd POINT STA A0+47 EL 2412.71 ANGLE PbINT STA A20+52 I EL 2433 _t_ 1 1 BOOMOF CONC FACING 1 I I I -u- 1 W ANGLE POINT J �TA&20+2.9 = EL 2243.11 H Q } J OC CODECCOMPLIANCE Wt0 FOR APPROVED OCT 2 0 2008 City Of Tukwila B . TIDING DIVISION GENERAL NOTES LO 1. ACTUAL WALL DIMENSIONS VARY FROM STATION DIMENSIONS LC) N •<t O AT ROAD CURVES. KEYED NOTES PILE STATION AND OFFSET REFERENCE ROAD A CENTER LINE STATIONING ARE MEASURED AT CENTER OF PILE. FACE. SEE DETAIL 1, DWG S413. (D SEE DWG C21 FOR FINISHED GRADE DETAILS. @ LOCATE CONSTRUCTION AND CONTROL JOINTS AT MID POINTS BETWEEN PILES. SEE DETAILS DWG S413. ® LOCATE CENTER OF WEEP HOLES AT 12" OFFSET FROM JOINTS. @ SEE ANCHOR WALL ELEVATION, DWG S414 ANGLE POINT STATIONS AND OFFSETS REFERENCE PERIMETER ROAD. © SEE ANCHOR WALL ELEVATION, DWG S414 FOR LOCATION OF THE ROAD CONNECTIONS TO ANCHOR WALL CALL 48 HOURS BEFORE YOU DIG RECEIVED CITY OF TUKVVILA AUG - 4 2008 PERMIT CENTER 0 cc0 u_ 01- 1- W 0 1'=10'-0" KEY MAP SCALE: NTS 10 5 E 0 10 20 Li - O Scale Feet I one: 6-24-10 1 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" REV D 8/4/08 LKS KRH DATE CHK'D APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION 1W King County Department of Natural Resources and Parks Solid Waste Division inn R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL C PLAN AND ELEVATION PROJECT NUMBER1 11-00839-20001 SHT. OP: 82 105 S411 Dry B-24- to I 260 240 220 (OPP HAND) 4,11 JA A23+00 PLAN SECTION 35, TOWNSHIP 23N, RANGE 4E ROAD A Q PILE ID, TTP C FV - Q 6 C75/ C74 C73 " C72 C71 C70 l :V) (V) 1 4) it, it CONCRETE FACING RETAINING WALL C SCALE: 1 = 10' 1 CV + r I In� 1 -CO.+,.4-JOtNiS-V AT 16' STATION 0 CI AT NSTRUCTION 1 JOINTS O c 32' MAX SPACING I IOP 1.X- PILE I I TOL OF WALL 1 I i I FINAL GRADE BACK A22+12.12 SPACING -i--- - __ -- ---- r CJ �; - - ! TJ - SIDE SOUTH W� v OF CJ rI t-- CTJ a 30 247.62 •• A22+36.12 18.25L W21x111 CTJ 1s '` C74 A22+44.12 18.25L I h CT 247.46 C75 EL 250.75 18.25L W18x76 30 247.38 C76 A22+60.12 18.251 W18x76 30 247.30 C77 A22+68.12 18.251 W18x76 30 247.22 C78 A22+76.12 18.251 W18x76 30 247.14 C79 - --_ 18.251 W18x76 _ 247.06 C80 A22+92.12 18.251 W18x76 29 243.81 . -- . n :'---�-+:�.�•�_ n W18x76 n- 1 1 ;-n ! I I' 1 n I I A23+08.12 18.25L n' I II n I 1 II n I n I I II rl n; 11 I I I II II ; n 1 n I I I I I II II 1 1 11 246.74 n n y 11 I C9 3 In I 25 I"" C85 A23+32.12 16.251 I I I 25 246.59 I I 1 A23+41.97 16.251 W18x58 22 I C87 ' ! W18x58 22 •1 ��r,.• W I I I J I I I I I I I 1 1 4+ 1 �1 I I N W T I I 1 I I II I I I _ 14 I II 11 II 1 I 1 JJ I I II II I I JJ. /J I= t1 Q 2 TT II 11 11 --1 I I I _u 1 + �- Tr I I I +I t I I 1 tt± J j I 1 I i -I-1 I------ I -- 1 _LL -14 _IL ® -1- 1 EE H LE J AN X22 POINT 1 �- 1 1 I I ANGLE JJ_ I I i SOLDIER PILE, TYP ; BOTTOM OFT1 CONC FACING 1 FINAL GRADE 1 SIDE (NORTH) FRONT OF 0 i -L 1 j GU $TA L E56 JJ_ A22+84 239.POI POINT --EL- -EL-239.33t 1 1 1 i 1 STA A22+1t EL 239.601 1 I A23+50 A23+00 ELEVATION RETAINING WALL C SCALE: HORIZ 1" = 10' VERT 1" = 10' A22+50 SOLDIER PILE TABLE PILE ID STATION 0 OFFSET OO STEEL SECTION PILE LENGTH (FT) IOP 1.X- PILE C70 A22+12.12 18.25L W18x76 30 247.78 C71 A22+20.12 16.25L W21x111 33 247.70 C72 A22+28.12 18.25L W18x76 30 247.62 C73 A22+36.12 18.25L W21x111 33 247.54 C74 A22+44.12 18.25L W18x76 30 247.46 C75 A22+52.12 18.25L W18x76 30 247.38 C76 A22+60.12 18.251 W18x76 30 247.30 C77 A22+68.12 18.251 W18x76 30 247.22 C78 A22+76.12 18.251 W18x76 30 247.14 C79 A22+84.12 18.251 W18x76 30 247.06 C80 A22+92.12 18.251 W18x76 29 246.98 C81 A23+00.12 18.25L W18x76 29 246.90 C82 A23+08.12 18.25L W18x76 26 246.82 C83 A23+16.12 18.251 W18x76 26 246.74 C84 A23+24.12 18.251 W18x76 25 246.66 C85 A23+32.12 16.251 W18x76 25 246.59 C86 A23+41.97 16.251 W18x58 22 246.49 C87 A23+49.97 16.251 W18x58 22 247.06 KtllltINtO I UK CODE COMPLIANCE APPROVED OCT 2 0 2008 City Of Tukwila B ILDING DIVISION KEYED NOTES 0 PILE STATION AND OFFSET REFERENCE ROAD A ARE CENTER UNE STATIONING AND MEASURED AT CENTER OF PILE FACE 2O SEE DWG C21 FOR GRADING DETAILS. ()LOCATE CONSTRUCTION AND CONTROL JOINTS AT MID POINT BETWEEN PILES. SEE DETAILS DWG S413. LOCATE CENTER OF WEEP HOLES 12' FROM JOINTS. RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER KEY MAP SCALE: NTS 10 5 0 10 20 1"=10'-0 Scale Feet 1-800-424-5555 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0�1" D REV 8/4/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CRY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division I1[1]ftIt R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW L,KE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL C PLAN AND ELEVATION PROJECT NUMBER 11-00839-20001 OF: 83 105 O w 0 LL w c ce 0 co J -J 0 S412 ISSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION 0 0 0 0 W 0 s O 0] S 0 0 0 • E R 0 0 N N 0 0 n •a ° PILE CENTERED IN HOLE, crc TALI C nu DI 01.1 Axm PROFILE DWGS FOR REO'D 4 PILE SECTION 4 ° 8 1- PILE STATION AND OFFSET LOCATION 5/8x6 HEADED STUD 0 12" VERT SPACING, TYP DETAIL RETAINING WALL C SCALE: 3/4" = 1'-0" BACK OF TOP SLAB (ABOVE) 45' #5012 #7012 VERT 11 HORZ OCTR L END PILE C1, C87 (OPP HAND) PILE CONCRETE REMOVED PILE CONCRETE FOR CONCRETE WALL DETAIL CONCRETE FACING RETAINING WALL C WALL END SCALE: 3/4" = 1'-0" NOTES: 1. THIS SECTION FOR SHOTCRETE INSTALLATION ONLY. FOR POURED CONCRETE, SEE DETAIL XX, DWG S406. DETAIL RETAINING WALL C SHOTCRETE CONSTRUCTION JOINT SCALE: 3/4" = 1'-0" CONCRETE FACING DETAIL TOP SLAB CONSTRUCTION JOINT SCALE: 3/4" = 1'-0" #5 DWL 012 15012 TOP SLAB CO SEE PAVING SECTIONS 9" / • —TOP BAR SHALL FOLLOW TOP OF 1_•- WALL SLOPE •. U 1�)�Qn�x ;111170:1475qC)(�6®6CONTOOfio — STRUCTURAL - - FILL 2'-3" 12"x12"x3/16 ALLUMINUM COVER PLATE CENTERED ABOUT WEEP HOLE SEE PAVING SECTIONS ma000�� :^ eo; 1188��88�(OB 0� �Q��=i�O���C a STEEL PILE GEOTEXTILE DRAIN MAT OVER — STRUCTURAL — FULL HEIGHT OF WALL MIN 6' — FILL WIDTH PER 8' PILE SPACING — — CONCRETE FACING CXD CUT HOLE IN SOLID BACKING TO ALLOW DO NOT CUT FILTER 3" DIA SCH 40 PVC WEEP HOLE 8' MAX SPACING SECTION RETAINING WALL C SCALE: 3/4" = 1'-0" 1/2x3 JOINT FILLER DETAIL TOP SLAB CONTROL JOINT SCALE: 3/4" = 1'-0" 10" EXISTING GRADE • • r• TOP OF WALL, SEE ELEVATION TOP OF PILE EL REMOVE PILE CONCRETE FOR WALL FACING CONSTRUCTION ® TOP OF PILE CONCRETE TEMPORARY EXCAVATION � PaNT LO BORED HOLE LUMINAIRE STA 18+08.6, STA 19+82.4, STA 21+55.7 10" 11" -' BOLT CIRCLE DETAIL RETAINING WALL C LUMINAIRE FOUNDATION SCALE: 1/2" = 1'-0" 0 LUMINAIRE BASE PLATE LUMINAIRE 3'-0" SECTION RETAINING WALL C SCALE: 3/4' = 1'-0" \v/ ii \� i BOTTOM OF WALL, SEE ELEVATION KEYED NOTES Ot CONCRETE SHALL BE CLASS 4000 OR SHOTCRETE. O LAP LENGTH FOR 17 HORZ SPUCE = 4'-6". U ON FLANGES LESS THAN 8" WIDE, LOCATE HEADED STUDS 1" FROM EDGE OF FLANGE. ® PILE CONCRETE SHALL BE LEAN CONCRETE PER THE SPECIFICATIONS. SO SHOP PAINT SOLDIER PILES FROM BOTTOM OF CONCRETE FACING TO TOP OF PILE. © TOP SLAB SHALL BE CLASS 4000 CONCRETE WITH FLOATED AND LIGHT BROOM FINISH. 0 EXPOSED WALL FACE SHALL BE INSTALLED PLUMB. ACTUAL WALL THICKNESS MAY VARY DUE TO PILE DEFLECTION. DIMENSION NOTED SHALL BE MINIMUM THICKNESS MEASURED 3' ABOVE GRADE. © TOP SLAB SHALL HAVE CONSTRUCTION JOINTS AND CONTROL JOINTS THAT ALIGN WITH WALL CONSTRUCTION AND CONTROL JOINTS. CO CONCRETE WALL SHALL BE CLASS 4000 CONCRETE. EXPOSED WALL FACE SHALL SMOOTH RUBBED FINISH. C> ANCHOR BOLTS SHALL BE 1 1/4" DIA, 42" LONG WITH 5 1/4" PROJECTION. 11 SEE SPECIFICATIONS FOR ADDITIONAL SACRAFICIAL REINFORCEMENT REQUIREMENTS. RECEIVED CITY OF TUKWILA AUG - 4 2008 i EV1tW tt) ruIERINIT CENTER CODE COMPLIANCE APP V OCT 241.2G 3 Scale Feet 4 5 Scale Feet D City Of Tukwila 4BBUILDING DIVISION SECTION RETAINING WALL C SCALE: 3/4" = 1'-0" CONDUIT, SEE ELECTRICAL DWGS #5 VERT 1 1/2" CLR #4 HOOPS 0 8 WALL C REINF SECTION RETAINING WALL C SCALE: 1/2" = 1'-0' DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI 'D" DRAWING 0 �1' C REV 7/24/08 DATE IIS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION La King County Department of Natural Resources and Parks Solid Waste Division iER R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL C SECTIONS AND DETAILS PROJECT NUMBER: 11-00839-20001 SMT. 0F: 84 105 S413 1-800-424-5555 SSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION 3 0 ✓ t( a 0 •3 0 a • 0 0 0 0 x 0 0 0 0 0 x J o0 0 0 N 0 E 0 0 270 260 250 240 A20+50 A20+00 ELEVATION ANCHOR WALL SCALE: HORIZ 1"=10' VERT 1"=10' BOT EL 253.34 A19+50 A19+00 44'-0 5/8' 1 1/2' DIA HOLES IN RANGE BEARING PL 4 -x8 -x1 1/4" HEAVY HEX NUT, TYP EACH END SECTION SCALE: 1 1/2"=1'-0" CLIP nil", TYP 0 SECTION TYP 11E BACK STIFFENER PLATE SCALE 1 1/2"=1'-0" 1'-6" TOP EL VARIES, SEE ELEVATION VARIES, 88012 EF 850 12 EF GALV BEARING PL 1 1/2x10x0'-10 3" BCH 40 STEEL PIPE (GALV) FINAL GRADE STRUCTURAL BACKFILL. TYP FOR ANY EXCAVATION REO'D FOR CONST OF ANCHOR WALL CLASS 4000 Y %�� CONCRETE .. 1 2 CLR STD HOOK, TYP U I1 / / 1 BOT EL VARIES, SEE ELEVATION TEMPORARY EXCAVATION SECTION TIE ROD, j14 GALV GR 60 REBAR W 6' O THREADED ENDS 11E ROD AND ANCHOR WALL SCALE: 3/4"=1'-0" FINAL GRADE, SEE PAVING SECTIONS 1/2" PL 0 WI4 TOP OF WALL EL — STIFFENER PL, TYP GENERAL NOTES 1. ANCHOR WALL STATIONS AND OFFSETS MEASURED FROM PERIMETER ROAD CENTERLINE TO TIE ROD CONNECTION ON EAST FACE OF WALL 2. AMCHOP WAl 1 cues 1 BE CAST fu PLACE rnu(PErr_, fL8SS 4000 WITH ROUGH FORM FINISH. KEYED NOTES O1 LOCATE TIE ROD AT VERTICAL CENTER OF ANCHOR WALL IYP. O2 MAXIMUM HEIGHT OF BACKFILL PRIOR TO INSTALLATION OF 11E RODS AND ANCHOR WALL SHALL BE 1' ABOVE TIE ROD ELEVATION. O3 CONSTRUCTION SEQUENCE FOR TIE ROD INSTALLATION, SEE ALSO SPECIFICATIONS: 1. BACKFILL ANCHOR BLOCK TO BOTTOM OF TIE ROD. 2. LIGHTLY TIGHTEN TIE ROD TO 20 FT—LB TORQUE. 3. COAT NUT AND THREADED AREA OF TIE ROD AT ANCHOR WALL END WITH 2 COATS, 5 MILS EACH OF GALVANIZING REPAIR PAINT. 4. PLACE COMPACTED BACKFILL AT ANCHOR BLOCK TO FINAL GRADE. BACKFILL SHALL BE KEPT A MINIMUM OF 10' FROM SOIL SIDE OF SOUDER PILE. 5. TIGHTEN TIE ROD NUT TO 300 FT—LB TOROUE. 6. BACKFILL TO FINAL GRADE. ® GALVANIZING FOR TIE BACK ROD AND BEARING PLATE SHALL BE ASTM A123 GRADE 100. 'pL C M E APPROVED OC1 2 0 2808 City Of Tukwila iMQOS ON 1 =10-0 RECEIVED CITY OF TUKW ILA AUG - 4 2008 PERMIT CENTER 10 5 0 10 20 Scale Feet 12" 9" 6" 3" 0 1-1/2"=1'-0" Scale Feet 3/4 =1 —0" 1 0 1 2 3 Scale Feet 1-800-424-5555 u 8-24 W I DESIGNED DRAWN VERIFY SCALE 8AR IS ONE INCH ON ANSI "0" DRAWING 0�1' C 7/24/08 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION L41 King County Department of Natural Resources and Parks Solid Waste Division ll1k[J3f-[-K- R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL C SECTIONS AND DETAILS PROJECT NUNBER: 11-00839-20001 SHT. OF: 85 105 S414 CALL 48 HOURS BEFORE YOU DIG 0 1- 0 U) Z 0 00 u_ 1- 0 Z ce { W a_ 0 0 Lt,! �/J I 11 . n Y,t1 • c-)-4:. acc p tri Y�'1 U ¢Mui m+CV Occ 1"Or, O g, ,p m {J O Y 46 PR U- N ,fj g L 0 p Y p m U v N Q m+N1 Oa q O Y cy u U U j - O. N O oo N Y U g Om L 1 p ,p W 07 V) O,. LO Co Y cd `q U m ,n CO SCI K Co Y °R $i N OY N p Y�'1 n1 b U h. 11 m Om p ao U7 +C Y.10 U m Om Y ,p °R U N +P! pK U 1 p Y m U VA m. 1K 0 Y ao U 1n _�'� .016 c0 I n + �r 04' . p 6-.. Y ^ a0 a:3 U ' D. N ,17 O Y �mK'78 ao UQ ,n m O0_' ^ O ,p aD O In Y U m W FQr..1 UN0 / M0_' q O g oo O c4 I N Ir^_ m IE 3N M n N O, 1 no W rrNNQQ W F<.I-i 3ln LINO +aC O y! F< C.)4 O ¢ 2 0 +h O w �t F G V0 U STATTA20 OFFSET C46 TIE O W yi F�t-,.I ~ Nf 0NO +mN O ~�` L4 -'.'L F¢ 0O +N m ,ri rt¢ ¢ UI-nO W .ri F U N 4.1 i F O U STA A19 OFISFI C40 TIE O .ri W F< U e9 m STA A19 - OFFSET C37 11E f -STA -A OFFSET C36 TIE Cl O, < W-612 L-1 1 STA A19 - OFFSET C34 TIE STA A19 - OFFSET IN C33 TIE STA OFFSET , C32 TIE TOP OFII CONCRETE ANCHOR WALL FI GRADE El. 261.80 EL 253.40 5.57. TIE ROD(1 EL 256.55 L BOTTOM ANC OR TALL ANGLE 'DINT I ANGLE POINT STA Al +52.50 I STA A19+52.50 DP—F7_25'; 85 TOP EL 258.84 BOT EL 258.35 1 S A20+50 A20+00 ELEVATION ANCHOR WALL SCALE: HORIZ 1"=10' VERT 1"=10' BOT EL 253.34 A19+50 A19+00 44'-0 5/8' 1 1/2' DIA HOLES IN RANGE BEARING PL 4 -x8 -x1 1/4" HEAVY HEX NUT, TYP EACH END SECTION SCALE: 1 1/2"=1'-0" CLIP nil", TYP 0 SECTION TYP 11E BACK STIFFENER PLATE SCALE 1 1/2"=1'-0" 1'-6" TOP EL VARIES, SEE ELEVATION VARIES, 88012 EF 850 12 EF GALV BEARING PL 1 1/2x10x0'-10 3" BCH 40 STEEL PIPE (GALV) FINAL GRADE STRUCTURAL BACKFILL. TYP FOR ANY EXCAVATION REO'D FOR CONST OF ANCHOR WALL CLASS 4000 Y %�� CONCRETE .. 1 2 CLR STD HOOK, TYP U I1 / / 1 BOT EL VARIES, SEE ELEVATION TEMPORARY EXCAVATION SECTION TIE ROD, j14 GALV GR 60 REBAR W 6' O THREADED ENDS 11E ROD AND ANCHOR WALL SCALE: 3/4"=1'-0" FINAL GRADE, SEE PAVING SECTIONS 1/2" PL 0 WI4 TOP OF WALL EL — STIFFENER PL, TYP GENERAL NOTES 1. ANCHOR WALL STATIONS AND OFFSETS MEASURED FROM PERIMETER ROAD CENTERLINE TO TIE ROD CONNECTION ON EAST FACE OF WALL 2. AMCHOP WAl 1 cues 1 BE CAST fu PLACE rnu(PErr_, fL8SS 4000 WITH ROUGH FORM FINISH. KEYED NOTES O1 LOCATE TIE ROD AT VERTICAL CENTER OF ANCHOR WALL IYP. O2 MAXIMUM HEIGHT OF BACKFILL PRIOR TO INSTALLATION OF 11E RODS AND ANCHOR WALL SHALL BE 1' ABOVE TIE ROD ELEVATION. O3 CONSTRUCTION SEQUENCE FOR TIE ROD INSTALLATION, SEE ALSO SPECIFICATIONS: 1. BACKFILL ANCHOR BLOCK TO BOTTOM OF TIE ROD. 2. LIGHTLY TIGHTEN TIE ROD TO 20 FT—LB TORQUE. 3. COAT NUT AND THREADED AREA OF TIE ROD AT ANCHOR WALL END WITH 2 COATS, 5 MILS EACH OF GALVANIZING REPAIR PAINT. 4. PLACE COMPACTED BACKFILL AT ANCHOR BLOCK TO FINAL GRADE. BACKFILL SHALL BE KEPT A MINIMUM OF 10' FROM SOIL SIDE OF SOUDER PILE. 5. TIGHTEN TIE ROD NUT TO 300 FT—LB TOROUE. 6. BACKFILL TO FINAL GRADE. ® GALVANIZING FOR TIE BACK ROD AND BEARING PLATE SHALL BE ASTM A123 GRADE 100. 'pL C M E APPROVED OC1 2 0 2808 City Of Tukwila iMQOS ON 1 =10-0 RECEIVED CITY OF TUKW ILA AUG - 4 2008 PERMIT CENTER 10 5 0 10 20 Scale Feet 12" 9" 6" 3" 0 1-1/2"=1'-0" Scale Feet 3/4 =1 —0" 1 0 1 2 3 Scale Feet 1-800-424-5555 u 8-24 W I DESIGNED DRAWN VERIFY SCALE 8AR IS ONE INCH ON ANSI "0" DRAWING 0�1' C 7/24/08 IKS KRH ISSUED FOR CITY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION L41 King County Department of Natural Resources and Parks Solid Waste Division ll1k[J3f-[-K- R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL C SECTIONS AND DETAILS PROJECT NUNBER: 11-00839-20001 SHT. OF: 85 105 S414 CALL 48 HOURS BEFORE YOU DIG 0 1- 0 U) Z 0 00 u_ 1- 0 Z ce { W a_ 0 0 Lt,! �/J 4'x3'xi' THICK QUARRY SPALL SPLASH PAD PILE ID, TYP TIMBER LAGGING -, D4 0 OPP HAND D3 /j09 i D2 D1� SECTION 35, TOWNSHIP 23N, RANGE 4E D6 D7 D8 D9 010 D11 012 _`9 D13 _sem` S406 D14 915 CONCRETE FACING 4'x3'x 1' THICK QUARRY SPALL SPLASH PAD 4" PVC SD FROM WALL FOOTING DRAIN z z 290 -Q 280 EL 274.87 � I TOP OF WALE tt EL 273.47 1 I 270 - = ti ! I II _U. 260 r-- - i 2501 - - n ANGLE POINT STA A15+11 EL 279.50 PLAN RETAINING WALL D SCALE: 1" = 10' ANGLE POINT STA A 5f2Z EL 27.50 I I I 11 III H-- at I II i II I II I -LL II BgTTOM OF CON- C FACING I I A15+00 II -t1 II II II II I I ! II II II II ELEVATION 1 IIf L I -Tf •- II I II i 11 1 II II I 11 , 11 I -LL 1 I SINAL GRADE !FRONT (SOUTH) OF MALL 1 1 I I FINAL GRADE BACK SIIDDEETNORTH)OF I o + `.2 O ---- I� EL 273.69 t RETAINING WALL D SCALE: HORIZ 1" = 10' VERT 1" = 10' SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (FT) TOP OF PILE 91 A14+73.84 19.99L W12x58 10 274.18 D2 A14+60.44 20.00L W12x58 11 275.03 D3 A14+86.95 20.01L W12x58 15 275.81 D4 A14+93.55 20.02L W12x58 16 276.61 D5 A15+00.06 20.02L W12x58 19 277.41 06 A15+06.66 20.03L W12x58 20 278.20 D7 A15+13.17 20.03L W12x58 20 278.66 D8 A15+19.77 20.03L W12x58 20 278.66 D9 A15+26.28 20.03L W12x58 20 278.66 A15- +▪ 50 II II .I_L. FL 272 2Z 4 V 1 SOLDIER PILE TABLE PILE ID STATION O OFFSET O STEEL SECTION PILE LENGTH (Fr) TOP OF PILE D10 A15+32.88 20.03L W12x58 20 277.85 D11 A15+39.38 20.03L W12x58 19 276.91 D12 A15+45.99 20.02L W12x58 16 275.95 D13 A15+52.49 20.02L W12x58 15 274.97 014 A15+59.10 20.01L W12x58 11 274.06 D15 A15+65.49 20.00L W12x5B 10 273.12 J TOP OF WALL, SEE ELEVATION SECTION WALL D TOP SLAB SCALE: 3/4"=1'-0" 3/4 =1 -0" HK 0 1 2 3 Scale Feet 10 5 0 10 20 1 =10 -0 Scale Feet GENERAL NOTES 1. ACTUAL WALL DIMENSIONS ARE GREATER THAN STATION DIMENSIONS DUE TO CURVE LAYOUT. KEYED NOTES O PILE STATION AND OFFSET REFERENCE PERIMETER ROAD CENTER UNE AND ARE MEASURED AT CENTER FACE OF PILE. SEE DETAIL 1, DWG 5406. REVitvvty r+v CODE COMPUAN APPROVE OCT 21.) 7i0) city Of TukwilF BUILDING DON RECEIVED CITY OF TUKVVILA AUG - 4 2008 PERMIT CENTER KEY MAP SCALE: NTS OTIRENt 8-24-49. DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0�1• C 7/24/08 IKS KRH ISSUED FOR CRY OF TUKWILA PERMITS REV DATE CHK'D APP'D REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL D PLAN, ELEVATION AND SECTIONS PROJECT NUMBER 11-00839-20001 SNT, 0F: 86 105 0 O >- w Ie 0 w m 1) 0 co -J J 0 NOT FOR CONSTRUCTION S41 5 8 1 SECTION 35, TOWNSHIP 23N, RANGE 4E // /' / = 66.89' • , - ErENT OF „--GEOGRID „•• „-- ,------- -.-'------------- ________---------.---„----- -"- -— -.„-- ---- -,„/,-'-------- -- -- -- --' ,/ /---- .Rz ..V E1/1600., ; ------------_------- -.--_----- 1__'- - .--- ----- ,'-- r• / .. i/ ------------„,----_„LDATA- - -- -„- 7 / ,// / / // // ------- ------- ,--- _-- / -- , ---- X / , / ..------ - ,- BEGIN/ WALL E ,--' 'STA E0+00 / N 161252.44 / / / / E 1285363.67 /. --- 7 / / ._•., , J.. ,Z N FORMED CNC DITCH EDGE OF TOP SLAB' ,D,LiAl ( ANGLE POINT STA E1+64.15 N 161246.20 E 1285527.70 PC N 1612'15.61 2E 12 69.99 = 121.36 / An, = 59 94' 1 PLAN RETAINING WALL E SCALE: 1” = 10' 220 i — 1 STA1E0+00 1 ! . TOP OF W4 — f --1------1------F------T----T- , ! i EL 208.48 i 1 I 1 210 _i__ ,-r — -- _i_ -1 , - i .(S .. ! i EL 205.41 _ I 1 — ----- ("- 1 ) 1 -4 1- l'- `. GEOGRID ilAYERS 200 -- 190 - L 4 4 1- r - I ANGLE Pt4NT —STA El +64778 — - . -- • „. EL 200.11 1 - --- EXISTINGGRADE 1 180 — ANGLE POINT • STA E0+34$5 I EL 197 54 BOTTOM FINAL GRADE A ; -18.13X 4- ; It d T 4- WALt-FACE (TUTH) 1 7-- ANOLE POINT STA E0+90.00 EL ;187.54 --- - --I- 4- -4-- 1— 1-- --4 --1- i . I i . 1 , • i 160 ' ..- i 1 I-- : 11 , 1 I 1 I _._t_ E0+00 E0+50 E1+00 ELEVATION 4 4 RETAINING WALL E SCALE: I" = 10' 1: -13.69% I-- —4-'1 1. E1+50 L T E2+00 DRAIN PITS L E2+50 GENERAL NOTES 1. SEE S49 FICNIMED f -OR I CODE COMPLIANCE APPROVED OCT 20 2008 C24------70fh BUILDING DIVISION ' RECEIVED CITY OF 'TUKWILA AUG - 4 2008 PERMIT CENTER GEOGRID TABLE ---,.. STATION TO STATION GEOGRID LENGTH GEOGRID LONG TERM TENSILE STRENGTH (Ib/ E0+00 TO E0+11 5' E0+11 TO E0+40 10' 1700 E0+40 TO E0+77 15' 2400 E0+77 TO El +30 20 3200 E1+30 TO E2+50 2 3200 NOTE: GEOGRID STR TH INDICATED SHALL BE PLACED FULL HEIGHT OF WALL 6412.- M%E-C--5 ( S418 1 =10-0 KEY MAP SCALE NTS 10 5 0 10 20 Scole Feet I°nem D-24-0 1 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI 1:1" DRAWING 0111=1INI 1. C REV 7/24/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION L411 King County Department of Natural Resources and Parks Solid Waste Division iIT K R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL E PLAN AND ELEVATION PROJECT NUMBER, 11-00839-20001 OF: 87 105 S41 6 1-800-424-5555 CD 0 >- u.1 0 m 0 co NOT FOR CONSTRUCTION 8 0 4 1 A 0 a 180 CONC GRAVITY SECTION / r NMENT � ROAD 11 SECTION 35, TOWNSHIP 23N, RANGE 4E / CO .--------1 EXTENT OF GEOGRID \,� / %�I� - FORMED CONGr � DRAINAGE DITCH CV .- \.. EDGE _ TOP SLAB PT �_- \ ��_ N 161302.09 / ` �_-- E 128567 1Ii�111111111111//1iiii/I�iii_ ormavossorzsaminnow wa L_�-Alrc l\ 1 ( 190 180 N W 170 W Z J 160 Z H Q 150 BATTERED FACE AREA IMPILNIONIVIAIVIIIIIVAIVIC* • 411* • GRAVEL AOCESS-A111"1/741111r. -qk PLAN RETAINING WALL E SCALE: 1" = 10' ANGLE NT STA E4 24.67 N 161 .23 E 1285/'20.88 1J • GENERAL NOTES 1. SEE S419 FOR GENERAL REVlt1 to t-Otc_ CODE COMPLIANCE APPROVED OCT 2 0 2008 City Of Tukwila B ILDING DIVISION_ 2 E2+50 E3+00 E3+50 ELEVATION RETAINING WALL E SCALE: i" = 10' E4+00 E4+50 NOTES. RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER GEOGRID TABLE [ i GEOGRID LENGTH GEOGRID LONG TERM TENSILE STRENGTH (Ib/1t) T TOP OF WALL 1 1 j 3200 E3+15 TO E3+50 T 3200 E3+50 TO E3+90 15 2400 E3+90 TO E4+40 r T 1 1 I E4+40 TO E4+90 15' iCO CO C W W z ---- `--CO -- r - 1 i -;,- i j -I- - GEOGRID YERS EXISTING GRADE 1 k ---- r =s----1---- 1 7 1 • T- ----f . CONC SECTIO ItAVITY word ,-- N�� 1 ANGLE POINT STA E4+24.00 EL 163.58E CB -34 $EHIND --- - --- ----f----� t---- =13.69 1 + r r ; — 1- 7.28% I - l -.• .._... 1 10.00% i I I DRAIN PIE -13—� �� nI 1 CAT-` WALL FACE (SO ) I j L - Q o I L A I 1 0.0� rt 1 ANGLE POINT STA E3+03.00 EL 158.37 i OTTOM F WALL t I ANGLE POINT STA E3+97.18 EL 15.37 ANGLE AI EI{ POINT A E4+22.88 j 154.94 1 1 E2+50 E3+00 E3+50 ELEVATION RETAINING WALL E SCALE: i" = 10' E4+00 E4+50 NOTES. RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER GEOGRID TABLE STATION TO STATION GEOGRID LENGTH GEOGRID LONG TERM TENSILE STRENGTH (Ib/1t) E2+50 TO E3+15 23' 3200 E3+15 TO E3+50 20' 3200 E3+50 TO E3+90 15 2400 E3+90 TO E4+40 10' 1700 E4+40 TO E4+90 15' 2400 NOTE GEOGRID STRENGTH INDICATED SHALL BE PLACED FULL HEIGHT OF WALL co V) 177';‘1-1 S418 1 =10 -0 KEY MAP SCALE NTS 10 5 0 Scale 10 20 Feet 1-800-424-5555 e -24-1O DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 1" C REV 7/24/08 DATE IKS CHK'D KRH APP' D ISSUED FOR CRY OF TUKWILA PERMITS REVISION DESCRIPTION ka King County Department of Natural Resources and Parks Solid Waste Division R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL E PLAN AND ELEVATION PROJECT NUMBER. 11-00839-20001 SW. OF: 88 105 CALL 48 HOURS BEFORE YOU DIG S417 ISSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION a • 1 a 8 a A A 4', y 180 NI 170 3 i 160 W 2 J ; 150 12 Ml SECTION 35, TOWNSHIP 23N, RANGE 4E \. \ \ \ \ \ ` \ DRAINAGE DITCH \ � � \ \• �� \ \ 'EXTENT GEOGRID FnRuFn nnwrN • \\-\ \ BATTERDFACEAREA ` , • EDGE\OF TOP\SLAB•• \ \_ \N\'\ ---,7--- "•--________------71--N \ \ \ 1 \, \,\ \- \, \�,, i \ \ —- '-WALL ALIGNMENT„\ ----„: �� s AN'thE PO TT\ �E6�0$.16 GEOGRID LAYERS 1— I PLAN RETAINING WALL E SCALE 1" = 10' TOP OF WALL A I ANGLE POINT STA E6+08.07 EL 176.90 '-ZND OF -WALL` \ E 1285731.1'2- `END WALL E ,STA E6+82.00 EL 177.30 7.24% 1401 -- E5+00 40 --- E5+00 J ANGLE p0INT '—STA 725 EL 15494 1 6.65% BOTTOM -QF'WAIi-; EXISTING GRADE jj FINAL GRADE AT A1GLE POINT WALL F _S1A_E5_+73.D7 (EAST) ELI 158.65 L E5+50 ELEVATION DRN PIPE EL 174.40 E6+00 E6+50 RETAINING WALL E SCALE: 1" = 10' GENERAL NOTES 1. SEE S419 FOR GENERAL NOTES. GEOGRID TABLE STATION TO STATION GEOGRID LENGTH GEOGRID LONG TERM TENSILE STRENGTH (Ib/ft) E4+90 TO E6+30 15' 2400 E6+30 TO E6+70 10' 1700 E6+70 TO E6+82 5' 1000 NOTE GEOGRID STRENGTH INDICATED SHALL BE PLACED FULL HEIGHT OF WALL. KtV itVV tL rvr( CODE COMPLIANCE APPROVED OCT 2. 0 2408 City Of Tukwila BUILDIN DNISI RECEIVED CITY OF TUKWILA Auli - 4 2008 PERMIT CENTER 1 =10-0 KEY MAP SCALE: NTS 10 5 0 Scale 10 20 Feet 1 COWS B-24 DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 -1" C REV 7/24/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CRY OF TUKWILA PERMITS REVISION DESCRIPTION Ul King County Department of Natural Resources and Parks Solid Waste Division tT'1}IE[in R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL E PLAN AND ELEVATION PRQIECT NUMBER: 11-00839-20001 SMT. OF: 89 105 S418 1-800-424-5555 0 >W 0 LL m 0 co J U SSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION 4 EMBANKMENT MIN UMIT OF GRAVEL BORROW 1'-6' BEYOND GEOGRID '.\ \ •4• • TOP OF GRAVEL BORROW TO TOP OF WALL EL — \ \ .\ / \\ • \ \ \ SECTION 35, TOWNSHIP 23N, RANGE 4E FORMED DRAINAGE DITCH TOP OF WALL EL \ - - - GRAVEL -BORROW = ��`''�•. ` \' GgGRID-LENGTH,SE;` TABLES ON-PLAN-�REET-S EXIST GRADE TEMP EXCAVATION SLOPE GRAVEL BORROW BACKFILL TO TOP OF DRAIN 18"x18" POCKET OF GRAVEL BACKFILL FOR DRAINS WRAPPED IN GEOTEXTILE FILTER FABRIC WELDED WIRE FABRIC REINF SHOTCRETE FACING 15 DOWELS EXTEND DRAIN PIPE 3' PAST WALL FACE 4" DIA PERFORATED PVC PIPE 6'-0' HK 15 DOWELS, 6' LONG HORIZONTAL IN TOP 6' OF WALL, 3' LONG HORIZONTAL LENGTH BELOW 3'-0' —1 HK SECTION TYPICAL WALL SECTION SCALE 1/4' = 1'-0' TOP OF WALL —7 4' SCH 40 SOUD .� PVC PIPE PLACE EXTRA DOWELS ALONG TOP GEOGRID WHERE NOT PROVIDED WITH 3' VERT SPACING CONTROL JOINT AT 10' MAX SPACING 1- 1- 1- T T T T T T T T PLACE GEOGRIDS ON HORIZONTAL LIFTS T I 1 o " C 1 / DETAIL RETAINING WALL E SCALE: 1/4" = 1'-0" DEFINED BOTTOM OF WALL (SUBGRADE) -1X MIN—_ GRADE TO PROVIDE 2' SOIL /GRADE AT TOE HORIZONTAL ALIGNMENT DEFINED LOCATION AND BOTTOM OF WALL EL #5 DOWELS 0 3' HORIZ AND 3' VERT MAX SPACING DRAIN PIPES AT 10' MAX HORIZ SPACING \N 3,-4" 8" 2'-0" co - - - - — - - - - 1 - -E---E I—�Ell --pmnu--- imi 0 • GEOGRID RETURN, TYP • Ctj 3'-0' MIN GEOGRID RETURN - - - - - M !, NIHI- WELDED WIRE FABRIC W4x4-2.6x2.6 4. 0114 SHOTCRETE FACING BACK EDGE OF GEOGRID DETAIL RETAINING WALL E SCALE: 1" = 1'-0" DETAIL TA 4+24.67 ANGLE POINT RETAINING WALL E SCALE: 3/8" = 1'-0" O GENERAL NOTES 1. SUBGRADE FOR WALL E SHALL BE WANE DENSE SOILS. SUBGRADE SHALL BE COMPACTED BY PROOF ROLLING. ANY REFUSE OR ORGANIC UNSUITABLE SOIL SHALL BE REMOVED AND REPLACED WITH GRAVEL BORROW. 2. GEOGRID SHALL BE PLACED WITH THE STRONG AXIS ORIENTED PERPENDICULAR TO THE WALL FACE. A 6 -INCH OVERLAP SHALL BE PROVIDED FOR ADJACENT LENGTHS OF GEOGRID. GEOGRID SHALL BE SEWN TOGETHER WITH #3 REBAR FULL LENGTH OF GEOGRID. 3. A MINIMUM TAIL OR RETURN LENGTH OF 3 -FEET SHALL BE PROVIDED FOR EACH LAYER OF GEOGRID, AS SHOWN ON THE DETAILS. 4. BACKFILL SHALL BE PLACED iN LOOSE LIFTS NOT TO EXCEED 8 -INCHES AND COMPACTED TO 95% OF MODIFIED PROCTOR. 5. WALL FACE REBAR ANCHOR DOWELS SHALL BE PLACED WITH THE BACKFILL UFTS AND NOT DRIVEN FOLLOWING EMBANKMENT CONSTRUCTION. 6. WELDED WIRE FABRIC SHALL BE TIE WIRED TO THE REBAR DOWELS AND SUPPORTED WITH SPACERS OR MEANS TD TYPE B GEOTUTILETHE PROPER LOCATING DURING SHOTCRETING. WRAP PLACED I : IK1h 1� CEOGRID RETUR CODE COMPLIANCE APPROVED OCT 2 0 2ii88 City Of Tukwila B ILDING DIVISION GRAVITY CONC CLASS 3000A /- GRATE TOP Of WALL EL C8-34, SEE DWG C75 TEMP CUT SLOPE GRAVEL BORROW BACKFILL 6 3"Cl 15012 EW GRAVEL BORROW MOTILE - SECTION RECEIVED CITY OF TUKWILA AUG — 4 2008 EERMIT CENTER BOTTOM OF WALL EL \/\\ A\// SECTION RETAINING WALL E SCALE: 3/8" = 1'-0" 1" DEEP TROWELED NOTCH RETAINING WALL E SCALE 3' = 1'-0' 3" 6" 9' 1 3=1-0 1"=1'-0"I 3/8 =1 -0 1/4 =1 -0 Scale Feet 1 0 1 2 Scale Feet 1 0 1 2 3 4 5 6 7 Scale Feet 2 0 2 4 6 6 10 Scale Feet Imaws a-24—to DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0 �1" C REV 7/24/08 DATE IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION King County Department of Natural Resources and Parks Solid Waste Division ROCK R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCLING AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL E SECTIONS AND DETAILS PROJECT NUYBOt 11-00839-20001 SIR. OF: 90 105 • S41 9 LLC) O 0 0 Lu 0 LL Lu cc 0 co J J U SSUED FOR CITY OF TUKWILA PERMITS - NOT FOR CONSTRUCTION SECTION 35, TOWNSHIP 23N, RANGE 4E FOOTING ANGLE POINT N 161944.29 E 1285107.21 N 161938.76 E 1285117.95 ANGLE POINT N 161956.22 E 1285104.70 CONTROL JOINT,8 TYP 5408 EL 271.00 EL 268.670 ANGLE POINT N 161973.55 E 1285107.07 PLAN RETAINING WALL F ,X-g4SCALE 1/4" = 1 -o- 0-` FOOTING ANGLE POINT N 161984.04 E 1285112 61 WALL 1 N 161986.81 - E 1285124.52 i EL 279:50 —j- _ CTJ 1'-0* TOP OF WALL EL VARIES, SEE ELEVATION 15012 HORZ n 56012 VERT 2" CLR U 36 DWI. LAP 2" CLR VARIES SEE PLAN 16012 15012 EW 0 30" DWL LAP 1'-6" GRAVEL SURFACE, SEE PAVING SECTIONS EL 268.67 /5012 GRAVEL BORROW Ci 15012 HOOK TOE SECTION RETAINING WALL F SCALE: 1/2* = 1'-0" TOP OF WALL EL VARIES, SEE ELEVATION - - - -CONTINUOUS- _ - - - - -GEOTEXTILE - - .DRAIN MAT _ - 12'x12"x3/15 - - - - ALUMINUM COVER PLATE CENTERED ABOUT WEEP HOLE TEMPORARY CONSTRUCTION Q WEEP EXCAVATION HOLE CUT HOLE IN SOUD PLASTIC BACKING TO ALLOW DRAINAGE. DO NOT CUT FILTER FABRIC SECTION RETAINING WALL F SCALE:_1/2" = 1.-0* -GRADE, •-0- -E, BACK SIDE OF WALL TOP OF WALL CTJ I I WEE1i HOLE, TYP BQTTOM OF FOOTNG ELEVATION RETAINING WALL F SCALE: 1/4" = 1'-0" 21 -11' EL 271.40 EL 268.67 1 _ L V FINAL GRADE, ---J WALL 3* DIA SCH 40 PVC WEEP HOLE 0 12' MAX SPACING GENERAL NOTES 1. NORTHINGS AND EASTINGS ARE AT FACE OF WALL 2. ALL CONCRETE THIS DWG SHALL BE CLASS 4000. 3. ALL EXPOSED CONCRETE SHALL DE SNIW I II RUBBED FINISH. BURIED CONCRETE SHALL BE SMOOTH FORM FINISH. KEYED NOTES 0 FORM NOMINAL 1"x4* KEY INTO BASE SLAB. ROUGHEN CONCRETE ADJACENT TO KEY IN ACCORDANCE WITH CONSTRUCTION JOINT REQUIREMENTS. O2 CONTRACTOR OPTION TO USE FULL HEIGHT DOWELS OR SPUCE VERT BARS. KtVttIvtu 1=UK CODE COMPLIANCE APPROVED OCT 2 J 2003 City Of Tukwila BUILDING DIVISION RECEIVED CITY OF TUKWILA AUG - 4 2008 PERMIT CENTER 1/4"=1'-0" 1/2 =1 -0 KEY MAP SCALE: NTS 2 0 2 4 6 8 10 Scale Feet 1 0 1 2 3 4 5 Scale Feet DESIGNED DRAWN VERIFY SCALE BAR IS ONE INCH ON ANSI "D" DRAWING 0O1 - D 8/4/08 REV DATE IKS CHK'D KRH APP'D ISSUED FOR CITY OF TUKWILA PERMITS REVISION DESCRIPTION am King County Department of Natural Resources and Parks Solid Waste Division �6V R.W. Beck, Inc. 1001 Fourth Avenue, Suite 2500 Seattle, WA 98154-1004 (206) 695-4700 BOW LAKE RECYCUNG AND TRANSFER STATION SITE PREPARATION CONTRACT RETAINING WALL F PROJECT NUMBER: 11-00839-20001 SHT. OF: 78 105 1-800-424-5555 0 >w fi 0 Li_ w 0 co J J U S420 z 0 U I— 0 li 0 LL z v) w a_ J_ I- 0 I.,L. 0 W co