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HomeMy WebLinkAbout02 Bid Drawings_Cedar River Trestle Bridge RepairsRENTON CITY OF Last Saved by: USGN675479 on: Dec 20, 2019 9:36 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\01_G01.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS CITY OF RENTON RENTON, WASHINGTON TACOMA SEATTLE EVERETT BELLINGHAM CANADA OREGON OLYMPIA PACIFIC OCEAN RENTON AREA MAP SCALE: NTS PROJECT LOCATION RENTON CITY COUNCIL: RANDY CORMAN RYAN MCIRVIN VALERIE O'HALLORAN RUTH PEREZ KIM-KHANH VAN ED PRINCE CAPITAL PROJECT COORDINATOR: BETSY SEVERTSEN, PARKS DIVISION MAYOR: ARMONDO PAVONE VICINITY MAP SCALE: NTS COVER SHEET CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS GENERAL NOTES X X-X X X-X X X-X SCALE: LEGEND: WATER SURFACE NORTH ARROW ELEVATION OR SECTION CUT PLAN, SECTION, DETAIL, OR ELEVATION CALLOUT DRAWING WHERE SECTION, DETAIL, OR ELEVATION IS CALLED FROM PLAN, SECTION, DETAIL, OR ELEVATION REFERENCE DRAWINGS REFERENCE DRAWINGS ARE UNAVAILABLE ELEVATIONS SPECIAL INSPECTIONS 1.THE ELEMENTS REQUIRING SPECIAL INSPECTIONS PER IBC CHAPTER 17 ARE: a.STRUCTURAL STEEL b.STRUCTURAL WELDING c.PILING d.HIGH STRENGTH BOLTS e.CONCRETE f.REINFORCING STEEL g.ANCHOR BOLTS SHORE PROTECTION 1.PROVIDE RIP RAP THAT MEETS THE REQUIREMENTS OF WSDOT M41-10 SECTION 9-13.1, WITH THE EXCEPTION THAT BROKEN CONCRETE RUBBLE SHALL NOT BE USED. FOR GRADATION MEET THE REQUIREMENTS OF SECTION 9-13.1(4). 2.HAND PLACED RIPRAP SHALL BE INSTALLED PER WSDOT M41-10 SETION 8-15. RTP-# X'-XX"± REPLACE TIMBER POST TYPE APPROXIMATE LENGTH OF TIMBER POST TO BE REPLACED (FIELD VERIFY) PILE POST APPROXIMATE LENGTH OF TIMBER POST TO BE REPLACED (FIELD VERIFY) PP X'-XX"± ABBREVIATIONS CONT. HORIZ HORIZONTAL HS HIGH STRENGTH HSS HOLLOW STRUCTURAL SECTION IBC INTERNATIONAL BUILDING CODE IN INCH INT INTERIOR L ANGLE (E.G. L4x4x1/4) LB(S)POUND(S) LF LINEAL FEET LLV LONG LEG VERTICAL MAX MAXIMUM MB MACHINE BOLT MIN MINIMUM NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OHWM ORDINARY HIGH WATER MARK OPP OPPOSITE PL PLATE PP PILE POST PSF POUNDS PER SQUARE FOOT R RADIUS REQ'D REQUIRED REINF REINFORCEMENT RTP REPLACE TIMBER POST SCH SCHEDULE SECT SECTION SIM SIMILAR SP,SPA SPACE(S) SQ SQUARE STD STANDARD T&B TOP & BOTTOM TYP TYPICAL UNO UNLESS NOTED OTHERWISE W/WITH W/O WITH OUT WCLIB WEST COAST LUMBER INSPECTION BUREAU WT WEIGHT WWPI WESTERN WOOD PRESERVERS INSTITUTE XS EXTRA STRONG (E.G., PIPE4X-STRONG) CODES AND STANDARDS 1.IBC 2015 AS AMENDED AND ADOPTED BY THE CITY OF RENTON 2.SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (AISC 360) 2010, AND CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES (AISC 303) 2010 3.STRUCTURAL WELDING CODE - STEEL (AWS D1.1) - 2015 4.NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, 2015, BY THE AMERICAN WOOD COUNCIL (NDS) 5.BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY, ACI 318-14, IN ADDITION TO OTHER ACI DOCUMENTS AS REFERENCED 6.STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION (M41-10), 2018, WASHINGTON STATE DEPARTMENT OF TRANSPORTAION (WSDOT) GENERAL 1.THESE NOTES CONTAIN GENERAL INFORMATION AND ARE NOT NECESSARILY COMPLETE FOR CONSTRUCTION PURPOSES. VERIFY INFORMATION SHOWN ON THE DRAWINGS WITH OTHER DOCUMENTS AND BRING CONFLICT(S) TO THE ATTENTION OF THE CITY BEFORE BEGINNING THE AFFECTED WORK. THE CITY WILL RESOLVE THESE CONFLICT(S). 2.SUBMIT SHOP DRAWINGS FOR TIMBER ELEMENTS, REINFORCEMENT, AND MISCELLANEOUS STEEL TO THE CITY PRIOR TO FABRICATION. DO NOT BEGIN FABRICATION UNTIL APPROVED BY THE CITY. 3.PROVIDE TEMPORARY SUPPORT TO EXISTING STRUCTURES AS REQUIRED TO MAINTAIN STABILITY, AVOID UNDUE STRESS, AND PREVENT DAMAGE PRIOR TO AND DURING REPAIR WORK. SUBMIT DETAILS FOR TEMPORARY SUPPORT TO THE CITY FOR REVIEW AND APPROVAL. 4.THE TIMBER TRESTLE AND STEEL BRIDGE WILL BE CLOSED TO THE PUBLIC DURING CONSTRUCTION. SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY FOR REVIEW AND APPROVAL PRIOR TO THE START OF CONSTRUCTION. DO NOT STORE EQUIPMENT OR MATERIALS ON THE TRESTLE OR BRIDGE. 5.VERITY DIMENSIONS AND DETAILS PRIOR TO PROCUREMENT OF MATERIALS, FABRICATION, AND CONSTRUCTION. DEMOLITION AND CONSTRUCTION 1.CONTAIN DEMOLITION WITHIN THE LIMITS DESIGNATED. DO NOT DAMAGE EXISTING STRUCTURES, UTILITIES, OR FACILITES. 2.DAMAGE CAUSED BY THE CONTRACTOR'S OPERATIONS TO EXISTING FEATURES, STRUCTURES, OR UTILITIES THAT ARE TO REMAIN SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE. 3.PREVENT, AVOID, AND MINIMIZE THE POTENTIAL FOR DEMOLITION, CONSTRUCTION, OR OTHER DEBRIS TO FALL ONTO THE SLOPE OR INTO THE WATER BY UTILIZING TARPS, FLOATS, OR OTHER MEANS. 4.MONITOR OVERWATER DEMOLITION AND CONSTRUCTION ACTIVITIES AND IMMEDIATELY REMOVE AND DISPOSE OF ANY DEBRIS THAT ENTERS THE WATER IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS AND PERMIT REQUIREMENTS. MODIFY CONTAINMENT METHODS IF MONITORING INDICATES THAT THE METHODS IN USE ARE NOT EFFECTIVE. 5.PERFORM WORK IN ACCORDANCE WITH PERMIT REQUIREMENTS. STRUCTURAL TIMBER 1.GENERAL a.PROVIDE PACIFIC COAST DOUGLAS FIR-LARCH, GRADE DENSE NO. 1 ELEMENTS CONFORMING TO THE LATEST SPECIFICATIONS OF THE WCLIB. b.DRILL HOLES FOR BOLTS 1/16 INCH LARGER THAN BOLT DIAMETERS. PRE-BORE LEAD HOLES FOR LAG SCREWS TO 65 PERCENT OF THE SHANK DIAMETERS. 2.PRESSURE TREAT STRUCTURAL TIMBER ELEMENTS IN ACCORDANCE WITH AWPA STANDARDS T1, U1 AND UC4B WITH A MINIMUM RETENTION OF 0.60 POUNDS PER CUBIC FOOT OF ACZA. INCORPORATE BMP'S AS SET FORTH BY THE WWPI. 3.HANDLING AND STORAGE: AFTER TREATMENT, PRESSURE-TREATED TIMBER SHALL BE CARED FOR IN ACCORDANCE WITH THE APPLICABLE SECTIONS IN AWPA SPECIFICATION M4. 4.TREAT FIELD CUT ENDS OF TIMBERS AND FIELD DRILLED HOLES IN TIMBERS, IN ACCORDANCE WITH AWPA STANDARD M4. STRUCTURAL STEEL 1.STEEL PLATES AND BARS: ASTM A 572 (FY=50 KSI) 2.ANGLES AND CHANNELS: ASTM A 36 (FY=36 KSI) 3.FASTENERS (UNLESS OTHERWISE NOTED) a.BOLTS AND ECONOMY BOLTS: ASTM A 307, GRADE A a.HIGH-STRENGTH BOLTS: ASTM F3125, GRADE 325 b.NUTS: ASTM A 563, HEAVY HEX, GRADE SUITABLE FOR THE TYPE OF BOLT c.PROVIDE MALLEABLE IRON WASHERS UNDER NUT AND BOLT HEADS BEARING ON TIMBER, EXCEPT UNDER THE HEADS OF ECONOMY BOLTS. CONFORM TO ASTM F 436 FOR WASHERS BEARING AGAINST STRUCTURAL STEEL SURFACES AT HIGH-STRENGTH BOLTS AND ASTM F 844, WIDE SERIES, MAXIMUM THICKNESS FOR OTHER WASHERS. 4.HOT-DIP GALVANIZE STRUCTURAL STEEL AND FASTENERS. GALVANIZE ITEMS AFTER FABRICATION AS FAR AS PRACTICAL. RESTORE GALVANIZING DAMAGED BY WELDING OR HANDLING WITH A FIELD-APPLIED GALVANIZING COMPOUND IN ACCORDANCE WITH ASTM A 780, ANNEX A1, 12 MILS MINIMUM THICKNESS. CAST-IN-PLACE CONCRETE 1.MINIMUM 28-DAY COMPRESSIVE STRENGTH: 5000 PSI 2.REINFORCING STEEL: ASTM A 706 GRADE 60, DEFORMED, UNLESS NOTED OTHERWISE. 3.DETAIL REINFORCING STEEL IN ACCORDANCE WITH ACI 315. FOLLOW ACI 315 AND CRSI MSP FOR REINFORCEMENT HOOKS AND BENDS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 4.CHAMFER EXPOSED CORNERS 3/4 INCH. 5.CONCRETE FORMING: FOR REINFORCING CHAIRS, SUPPORTS AND SPACERS, USE PRECST MORTAR BLOCKS, ALL-PLASTIC OR EPOXY COATED WITH PRE-MOULDED PLASTIC TIPS. PROVIDE SUPPORTS AT INTERVALS LESS THAN 4 FEET ON CENTER. 6.CONCRETE CURING AND FINISHING: a.TERMINOLOGY IS DEFINED IN ACI 301. b.MOIST CURE CONCRETE SURFACES IN ACCORDANCE WITH ACI 301 FOR A MINIMUM OF 7 DAYS UNLESS A LONGER TIME IS REQUIRED IN THE SPECIFICATIONS. c.TOP OF FOOTINGS SHALL HAVE A BROOM FINISH. d.FORMED SURFACES SHALL HAVE A SMOOTH FORM FINISH. DEMOLITION CONT'D 6.PRIOR TO GENERAL DEMOLITION, SAWCUT WHERE NOTED, OR OTHERWISE PROVIDE A SMOOTH CLEAN BREAK BETWEEN ITEMS THAT ARE TO BE DEMOLISHED AND ITEMS THAT ARE TO REMAIN. 7.DEMOLITION AND EXCESS CONSTRUCTION MATERIALS, EXCEPT AS NOTED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF. 8.THE REMOVAL, HANDLING, AND DISPOSAL OF DEMOLITION MATERIALS, INCLUDING CREOSOTE-TREATED AND OTHER TIMBERS, SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS. PROPER DISPOSAL OF DEMOLITION AND CONSTRUCTION MATERIALS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FAMILIARIZE ITSELF WITH THE MATERIALS TO BE DISPOSED OF; FEDERAL, STATE, AND LOCAL REGULATIONS; AND PERMIT REQUIREMENTS. 9.WHEN TRIMMING EXISTING ELEMENTS IS REQUIRED, DO NOT DAMAGE OR REDUCE THE LOAD-CARRYING CAPACITY OF THE EXISTING ELEMENTS. PILING 1.GENERAL a.STEEL POSTS: ASTM A 252, GRADE 3 WITH A MINIMUM YIELD STRENGTH OF 50 KSI b.FOR OUTSIDE CIRCUMFERENCE OF THE POSTS, DO NOT VARY BY MORE THAN 0.375 INCH FROM THE CORRESPONDING DIAMETER SHOWN ON THE DRAWINGS. c.LIMIT THE VARIATION IN THE EDGE ALIGNMENT FOR ABUTTING STEEL POST ENDS TO 0.1875 TIMES THE WALL THICKNESS WITH A MAXIMUM ALLOWABLE VARIATION OF 0.063 INCH. d.CONFORM TO THE REQUIREMENTS OF API 5L, SECTION 7.6, FOR STEEL POST STRAIGHTNESS. e.LIMIT THE NUMBER OF SPLICES TO A MAXIMUM OF ONE PER POST WITH A MINIMUM LENGTH OF 18 FEET PER PIECE. SPLICE POSTS WITH COMPLETE JOINT PENETRATION BUTT WELDS. 2.CUT-OFF a.CUT-OFF POSTS LEVEL WITH A TIGHT, UNIFORM FIT BETWEEN THETOP BEARING PLATE AND PILE CAP RESULTING IN FULL BEARING. b.DO NOT ALLOW POST CUT-OFFS OR CUTTING DEBRIS TO FALL INTO THE WATER OR INSIDE THE POST. 3.TIMBER POSTS - CUT-OFF, TREATMENT, & WEDGES a.CUT OFF TIMBER POSTS LEVEL AND TRUE. b.DO NOT ALLOW POST CUT OFFS OR SAW TAILINGS TO FALL INTO THE WATER. c.AFTER BEING CUT OFF, TREAT POST TOPS WITH MULTIPLE COATS OF COPPER NAPHTHENATE UNTIL VISIBLE EVIDENCE OF FURTHER PENETRATION HAS CEASED. CAP THE TREATED POST TOPS WITH A LAYER OF 30-POUND ASPHALT-IMPREGNATED ORGANIC FELT, MEASURING AT LEAST 6 INCHES MORE THAN THE PILE TOP DIAMETER IN EACH DIMENSION, FOLDED OVER THE SIDE OF THE PILE EDGES AND FASTENED WITH LARGE-HEADED ROOFING NAILS. d.THE USE OF AN AZCA-TREATED HARDWOOD WEDGE BETWEEN THE POST CUT OFF AND THE PILE CAP SOFFIT WILL BE ALLOWED TO ENSURE A TIGHT FIT. ONCE IN PLACE THE WEDGE SHALL BE TOE-NAILED TO THE POST TOP TO ANCHOR IT IN POSITION. USE 16D NAILS FOR TOE-NAILING (MINIMUM TWO NAILS PER WEDGE). ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION API AMERICAN PETROLEUM INSTITUTE APPROX APPROXIMATE AWPA AMERICAN WOOD PROTECTION ASSOCIATION ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS AWS AMERICAN WELDING SOCIETY BMP BEST MANAGEMENT PRACTICE BOT BOTTOM CIP CAST-IN-PLACE CENTER LINE CLR CLEAR CONC CONCRETE CONN CONNECTION CONT CONTINUOUS CONT'D CONTINUED CRSI CONCRETE REINFORCING STEEL INSTITUTE CY CUBIC YARD DBL DOUBLE DEMO DEMOLITION, DEMOLISH DIA, Ø DIAMETER EA EACH EL, ELEV ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FB FLAT BAR FT FEET FRP FIBER REINFORCED POLYMER GALV GALVANIZED GR GRADE RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 9:35 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\01_G02.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERGENERAL NOTES CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS SITE ACCESS PLAN - CEDAR RIVER TRAIL1 -SCALE: NTS CEDAR RIVER TRAIL PARKING LOT PROPOSED SITE 1 G-4 PARKING LOT & EAST TRAIL ACCESS PEDESTRIAN BRIDGE NO CONSTRUCTION ACCESS RENTON CITY OF Last Saved by: USGN675479 on: Dec 20, 2019 9:52 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\01_G03.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERSITE ACCESS PLAN CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS SITE PLAN - TIMBER TRESTLE AND BRIDGE REPAIR1 G-4 SCALE: 1"=15'-0" 1 S-1 1 S-2 2 S-4 1 S-4 1 S-3 3 S-10 2 S-10 2 S-10 RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 9:47 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\01_G04.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERSITE PLAN CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS PLAN - SUGGESTED PEDESTRIAN TRAFFIC CONTROL SCALE: 1"=100'-0" LEGEND: NOTES: SIDEWALK CLOSED SIDEWALK CLOSED W11-15 W11-15 W11-15 W11-15 W11-15 RENTON CITY OF Last Saved by: USGN675479 on: Dec 20, 2019 7:30 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\01_G05.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERPEDESTRIAN CONTROL PLAN CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS 9 8 7 6 5 4 3 2 1 13'-8"± TO BENT 10 8 SPACES @ 13'-8"± = 109'-4"± EXIST STEEL BRIDGE ABOVE EXIST BRIDGE BEARING PAD, TYP EXIST TRESTLE ABOVE4'-0"16'-6"±EXIST 10x18 TIMBER FOUNDATION, TYP EXIST CONC FOUNDATIONFOUNDATION PLAN - TIMBER TRESTLE1 G-4 SCALE: 3/16" = 1'-0" 1 S-4 C BRIDGE BEARINGL 2'-8"± 3/16" = 1'-0" feet 8440 scale RTP-2 6'-9"±RTP-2 6'-0"± RTP-2 6'-0"± RTP-2 6'-0"± RTP-2 6'-9"± RTP-1 6'-0"± RTP-1 6'-0"± RTP-2 6'-9"±RTP-2 6'-0"± RTP-1 8'-0"± RTP-1 8'-3"± RTP-2 9'-4"± RTP-2 6'-0"± EXIST CONC ABUTMENT EXIST CONC FTG EXIST WF BEAM 17 16 15 14 13 12 11 1018 8 SPACES @ 13'-8"± = 109'-4"±13'-8"± TO BENT 9 EXIST DBL 6x12 TIMBER SILL, TYP RTP-1 1'-4"± RTP-2 7'-6"± RTP-2 6'-2"± RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 9:56 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\02_S01.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERMATCHLINE SEE BELOWMATCHLINE SEE ABOVENOTES: 1.FIELD VERIFY ALL DIMENSIONS PRIOR TO FABRICATION AND PROCUREMENT OF MATERIALS. LEGEND: EXIST 12x12 TIMBER POST REPLACE TIMBER FOUNDATION REPLACE TIMBER POST TYPE 1, SEE REPLACE TIMBER POST TYPE 2, SEE RTP-1 X'-XX"± 4 S-5 2 S-5 RTP-2 X'-XX"± 3 S-5 FOUNDATION PLAN - TIMBER TRESTLE CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS FRAMING PLAN - TIMBER TRESTLE1 G-4 SCALE: 3/16"=1'-0" 3 S-6 1 S-6 1 S-4 RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 9:57 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\02_S02.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERFRAMING PLAN - TIMBER TRESTLE CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS R I V E R F LOW EXIST STEEL APPROACH BRIDGEEXIST STEEL BRIDGE 130'-0"± EXIST TIMBER TRESTLE EXIST EXPANSION BEARING, TYP EXTERIOR PORTAL FRAME, TYP EXIST TOP TRUSS DIAGONAL FRAME, TYP EXIST PEDESTRIAN GUARDRAIL, TYP EXIST CONCRETE DECK (EXPANSION JOINT NOT SHOWN) EXIST PILE SUPPORTED BRIDGE PIER EXIST CONCRETE BRIDGE PIER EXIST INTERIOR PORTAL FRAME EXIST CONCRETE ABUTMENT EXIST TOP CHORD RIVETED BUILT UP STEEL MEMBER 19 1/2" x 1'-8" EXIST DIAGONAL, TYP RIVETED BUILT UP STEEL MEMBER 6 3/8" x 1'-0 1/2" EXIST STEEL GUSSET PLATE, TYP EXIST VERTICAL POST RIVETED BUILT UP STEEL MEMBER 12" x 1'-1", TYP EXIST PEDESTRIAN GUARDRAIL, TYP EXIST PILE SUPPORTED BRIDGE PIEREXIST CONCRETE BRIDGE PIER EXIST CONCRETE DECK, TYP EXIST STEEL GIRDER PLAN - STEEL BRIDGE OVER CEDAR RIVER1 G-4 SCALE: 1/8"=1'-0" ELEVATION - STEEL BRIDGE OVER CEDAR RIVER2 -SCALE: 1/8"=1'-0" 1 S-8 EXIST INCLINED END POST RIVETED BUILT UP STEEL MEMBER 19 1/2" x 1'-8", TYP28'-2"±1 S-9 1 S-9 2 -12'-0" ±1/8" = 1'-0" feet 16880 scale BRIDGE JOINT SEAL, SEE 1 S-10 PORTAL FRAM W/ STRUTS, EA END STEEL BRIDGE REPAIR NOTES: 1.EXISTING BUILT UP MEMBER DIMENSIONS SHOWN ARE APPROXIMATE. 2.REMOVE, COLLECT AND PROPERLY DISPOSE OF ALL LOOSE DEBRIS COLLECTED IN/ON STEEL BRIDGE SUPERSTRUCTURE, INCLUDING DEBRIS COLLECTED BETWEEN STEEL ANGLES. 3.ALL BOLTS USED IN THE REPAIRS OF THE STEEL BRIDGE SHALL BE ASTM F 3125, GRADE A325. 4.SUGGESTED INSTALLATION SEQUENCE FOR PORTAL FRAME REPAIRS: a.CLEAR DEBRIS FROM PORTAL FRAME BOTTOM CHORD AND FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS. b.TRIM EXISTING STRUTS ABOVE THE EXISTING RIVETS AS REQUIRED TO ALLOW PROPER FIT-UP OF THE ANGLES. c.INSTALL STEEL ANGLES AS SHOWN ON THE DETAILS AND BOLT INTO PLACE BY FASTENING THE BOLTS NEAREST THE POSTS AND THEN EACH SUBSEQUENT BOLT TOWARDS THE CENTER OF THE OF THE BRIDGE, ALTERNATING SIDES. d.INSTALL AND WELD CENTER GUSSET SPLICE TO THE EXISTING GUSSET PLATE PRIOR TO WELDING STEEL BARS TO THE TO THE ANGLES. RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 11:51 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\02_S03.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERSTEEL BRIDGE PLAN AND ELEVATION CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS 8'-0"± 6'-0" 3'-4"± LEGEND: PILE POST, SEE 4 S-6 EXIST BRIDGE BEARING ABOVE, TYP REPLACE TIMBER EXIST TIMBER PILE CAP BELOW EXIST 10x18 (FLAT) TIMBER, TYP 1 S-7 EXIST 12x12 TIMBER, TYP BRIDGE BEARING PLAN - WEST BRIDGE PIER2 G-4 SCALE: 1/4" = 1'-0" IMAGE - WEST BRIDGE PIER FRAMING4 -SCALE: NTS 1/4" = 1'-0" feet 8440 scale NOTE: TIMBER CROSS BRACING AND TIMBER DEBRIS BARRIER FACING NOT SHOWN TIMBER CROSS BRACING TIMBER PILE TO BE POSTED IMAGE - WEST BRIDGE PIER TIMBER FACING5 -SCALE: NTS REMOVE & REPLACE EXISTING TIMBER FACING, ADD ADDITIONAL FACING TO SECURE SHORE PROTECTION IN PLACE. ASSUME 10 MEMBERS TO BE INSTALLED, SEE HAND PLACED RIP-RAP4'-0"± MIN, SEE DRAWING S-7HAND PLACED RIP-RAP BETWEEN PILES & TIMBER FACING IN WEST BRIDGE PIER 3 S-7 4 S-7 NOTE: 1.FIELD VERIFY DIMENSIONS PRIOR TO FABRICATION AND PROCUREMENT OF MATERIALS. 2.REPLACE FLASHING AT NW AND SW BEARING PADS. FLASHING TO BE 16 GAUGE (GALV), BEND AND FASTEN TO MATCH EXISTING, UNLESS OTHERWISE APPROVED BY THE ENGINEER. APPROXIMATELY 80 SQUARE FEET PER BEARING. 3.REPLACE AND ADD ADDITIONAL TIMBER DEBRIS BARRIER FACING WITH 4X12 TREATED TIMBER, SEE & FOR CONNECTION DETAILS.6'-0"±TYP7'-0"±TYPPP X'-XX"± 2 S-7 CL CL CL LC PILELC PILE26'-6"±2'-11"±TYP3'-6"±3'-6"± PILE PLAN - WEST BRIDGE PIER1 G-4 SCALE: 1/4" = 1'-0" EXIST TIMBER PILE, TYP EXIST TIMBER PILE CAP ABOVE, TYP IMAGE - WEST BRIDGE PIER3 -SCALE: NTS NOTE: TIMBER CROSS BRACING AND TIMBER DEBRIS BARRIER FACING NOT SHOWN BRIDGE BEARING TIMBER PILE TO BE POSTED TIMBER DEBRIS BARRIER FACING REMOVE & REPLACE EXIST TIMBER FACING TO THE APPROXIMATE EXTENTS SHOWN, SEE TIMBER FACING TO BE INSTALLED 3 - 4 - 1 S-7 PP 14'-6"± PP 12'-6"± 1 S-7 TIMBER PILE TO BE POSTED 5 - RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 10:15 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\02_S04.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERFOUNDATION AND FRAMING PLAN - TIMBER BRIDGE PIER CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS DETAIL - EMBED PLATE6 -SCALE: 2" = 1'-0" SECTION - CONCRETE STRIP FOOTING5 -SCALE: 1" = 1'-0" 5 - SECTION - REPLACE TIMBER POST TYPE 12 S-1 SCALE: 1" = 1'-0" 3 S-6 6 - SECTION - REPLACE TIMBER POST TYPE 23 S-1 SCALE: 1" = 1'-0" 2 - SECTION - TYPICAL TIMBER TRESTLE1 S-1 S-2 SCALE: 1/2" = 1'-0" SECTION - TIMBER FOUNDATION REPLACEMENT4 S-1 SCALE: 1/2" = 1'-0" 2 - 5 - RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 10:37 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\02_S05.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERDETAILS - SHEET 1 OF 6 CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS DETAIL - TYPICAL PILE POST4 S-4 SCALE: 3/4" = 1'-0" 5 - DETAIL - STRINGER REPLACEMENT1 -SCALE: 1" = 1'-0" SECTION - STRINGER REPLACEMENT2 -SCALE: 1" = 1'-0" 2 - 6 - DETAIL - TOP BEARING PLATE5 -SCALE: 1" = 1'-0"℄DETAIL - PILE TO PILE CAP CONNECTION3 S-5 SCALE: 2" = 1'-0" DETAIL - STEEL ANGLE6 -SCALE: 2" = 1'-0" RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 11:03 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\02_S06.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERDETAILS - SHEET 2 OF 6 CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS ELEVATION - WEST BRIDGE PIER1 S-4 SCALE: 1/4"=1'-0" SECTION - WEST BRIDGE PIER1 S-4 SCALE: 1/4"=1'-0"LIGHT LOOSE RIP-RAP± MIN, SEE NOTE 42 - 3 - 4 - DETAIL - TIMBER FACING AT PILE POST4 -SCALE: 2" = 1'-0" DETAIL - TIMBER FACING AT EXIST PILE3 -SCALE: 2" = 1'-0" RENTON CITY OF Last Saved by: Garth.nelson on: Apr 22, 2019 12:21 PM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\02_S07.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERDETAILS - SHEET 3 OF 6 CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS 5 - SECTION - ANGLES AT INCLINED END POST2 -SCALE: 3"=1'-0" SECTION - ANGLES AT STRUTS3 -SCALE: 3"=1'-0" SECTION - ANGLES AT CENTER GUSSET PL4 -SCALE: 3"=1'-0" DETAIL - CENTER GUSSET PL SPLICE5 -SCALE: 3"=1'-0" 3 -2 - 4 - ELEVATION - END PORTAL FRAME LOOKING EAST1 S-3 SCALE: 3/4"=1'-0" 5 - RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 2:05 PM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\02_S08.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERDETAILS - SHEET 4 OF 6 CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS 5 - SECTION - ANGLES AT INCLINED END POST2 -SCALE: 3"=1'-0" SECTION - ANGLES AT STRUTS3 -SCALE: 3"=1'-0" SECTION - ANGLES AT CENTER GUSSET PL4 -SCALE: 3"=1'-0" DETAIL - CENTER GUSSET PL SPLICE5 -SCALE: 3"=1'-0" ELEVATION - INTERIOR PORTAL FRAME LOOKING WEST1 S-3 SCALE: 3/4"=1'-0" 3 -2 - 4 -5 - RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 2:04 PM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\02_S09.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERDETAILS - SHEET 5 OF 6 CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS DETAIL - BRIDGE JOINT SEAL1 S-3 SCALE: 2"=1'-0" DETAIL - COMPRESSION SEAL REPLACEMENT2 G-4 SCALE: 2"=1'-0" DETAIL - EXPANSION JOINT SEAL REPLACEMENT3 G-4 SCALE: 2"=1'-0" RENTON CITY OF Last Saved by: USGN675479 on: Dec 6, 2019 11:32 AM File: Q:\FederalWay\2019\A19.0010\00\CADD\Dwgs\02_S10.dwgCopyright © WSP USA Inc. All Rights Reserved.WSP USA Inc. Suite 300 Federal Way, WA 98003-2600 TEL: (206) 431-2300 FAX: (206) 431-2250 33301 9th Avenue South 18496SCOTT B R ANL UNDSTATE O F W ASHIN GTONSTRUCT URAL E N G INEERPROF E SSIONAL E N G INEERDETAILS - SHEET 6 OF 6 CITY OF RENTON BID DOCUMENTSCEDAR RIVER TRAIL TRESTLE BRIDGE REPAIRS