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Home My WebLink AboutAB-4202GENE COULON MEMORIAL BEACH PARK TRESTLE BRIDGE REPLACEMENT 1201 LAKE WASHINGTON BLVD NORTH RENTON, WASHINGTON TACOMA SEATTLE EVERETT BELLINGHAM CANADA OREGON OLYMPIA PACIFIC OCEAN RENTON AREA MAP SCALE: NTS PROJECT LOCATION MAYOR: ARMONDO PAVONE PROJECT LOCATION VICINITY MAP SCALE: NTS LAKE WA S H I N G T O N B L V D N GENE COULON MEMORIAL BEACH PARK PUBLIC DOCKS APPROXIMATE SHORELINE PARK TRAILS 405 HOUSERWAY NJONES AVE NE HIGH AVE NE N 20TH ST ACCESS R O A D ACCESS R O A D SOUTHPORTDR. NNE SUNSETBLVDRENTON CITY COUNCIL: RANDY CORMAN RYAN McIRVIN VALERIE O'HALLORAN RUTH PÉREZ KIM-KHÁNH VĂN ED PRINCE ANGELINA BENEDETTI COMMUNITY SERVICES DEPARTMENT: KELLY BEYMER, COMMUNITY SERVICES ADMINSTRATOR LESLIE BETLACH, PARKS PLANNING AND NATURAL RESOURCES DIRECTOR ALAN J. WYATT, CAPITAL PROJECTS MANAGERTED-42-4202R-420201 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERRENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 6:56 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.COVER SHEET GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT X X-X X X-X X X-X SCALE: LEGEND: WATER SURFACE ELEVATION OR SECTION CUT PLAN, SECTION, DETAIL, OR ELEVATION CALLOUT DRAWING WHERE SECTION, DETAIL, OR ELEVATION IS CALLED FROM PLAN, SECTION, DETAIL, OR ELEVATION XX.XX -YY.YY PILE CUTOFF ELEVATION MIN PILE TIP ELEVATION DRAWING INDEX: WP# NORTH ARROW WORK POINT HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/1991 BASED ON CITY OF RENTON PUBLISHED HORIZONTAL CONTROL FOR THE LOCATED MONUMENTS LISTED BELOW CITY OF RENTON HORIZONTAL CONTROL#1886 N.W. SECTION CORNER, SECTION 5; MONUMENT LOCATED NEAR THE INTERSECTION OF BURNETT & N 28TH PUBLISHED VALUES N:58361.0302 (METERS)N:191472.81 (USFT) E:396532.414 (METERS)E: 1300956.76 (USFT) CITY OF RENTON HORIZONTAL CONTROL#1839 MONUMENT AT THE INTERSECTION OF JONES & 20TH PUBLISHED VALUES N:57570.0496 (METERS)N: 188877.74 (USFT) E:397327.4787 (METERS)E: 1300956.76 (USFT) VERTICAL DATUM NAVD 88 CITY OF RENTON BENCH MARK #1886 ELEVATION=104.72 CITY OF RENTON BENCH MARK #1839 ELEVATION=279.165 ABBREVIATIONS ACI AMERICAN CONCRETE INSTITUTE ACP ASPHALT CONCRETE PAVEMENT 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 CJ CONSTRUCTION JOINT 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 DIP DUCTILE IRON PIPE DIA, Ø DIAMETER EA EACH EL, ELEV ELEVATION EQ EQUAL EXIST EXISTING EXT EXTERIOR FAB FABRICATE FB FLAT BAR FT FEET FRP FIBER REINFORCED POLYMER FL FLAT GALV GALVANIZED GR GRADE HORIZ HORIZONTAL HS HIGH STRENGTH HSS HOLLOW STRUCTURAL SECTION IBC INTERNATIONAL BUILDING CODE IN INCH INT INTERIOR KIP 1,000 POUNDS KSI KIPS PER SQUARE INCH L ANGLE (E.G. L4X4X1/4) LB(S)POUND(S) LF LINEAL FEET LLV LONG LEG VERTICAL LONG LONGITUDINAL MAX MAXIMUM MB MACHINE BOLT MDD MAXIMUM DRY DENSITY MID MIDDLE MIN MINIMUM MJ MECHANICAL JOINT ML MUDLINE NO NUMBER NOM NOMINAL NTS NOT TO SCALE OC ON CENTER OHW ORDINARY HIGH WATER OHWM ORDINARY HIGH WATER MARK OPP OPPOSITE PL PLATE PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PVMT PAVEMENT R RADIUS REQ'D REQUIRED REINF REINFORCEMENT ABBREVIATIONS CONT. SCH SCHEDULE SECT SECTION SIM SIMILAR SP,SPA SPACE(S) SS STAINLESS STEEL SQ SQUARE STD STANDARD SYM SYMMETRICAL T&B TOP & BOTTOM TESC TEMPORARY EROSION SEDIMENT CONTROL TYP TYPICAL UNO UNLESS NOTED OTHERWISE W/WITH W/O WITH OUT WCLIB WEST COAST LUMBER INSPECTION BUREAU WL WATER LINE WT WEIGHT WWPI WESTERN WOOD PRESERVERS INSTITUTE VERT VERTICAL XS EXTRA STRONG (E.G., PIPE4X-STRONG) 2 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERR-420202 RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:11 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.DRAWING INDEX, ABBREVIATIONS AND GENERAL NOTES GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT 405 405 BOAT LAUNCH SOUTHPORT DR NNE SUNSET BLVDLAKE W A S H I N G T O N B L V D N HOUSER WAY NN 20TH ST JONES AVE NE HIGH AVE NE IVARS SEAFOOD BAR GENE COULON MEMORIAL BEACH PARK PUBLIC DOCKS RAILROAD TRACKS, TYP ACCESS R O A D ACCESS R O A D ACCESS ROAD PROJECT LOCATION, SEE CONTRACTOR LAYDOWN AREA, SEE NOTE 2 LAKE WASHINGTONAPPROXIMATE SHORELINE PARK TRAILS PLAN - SITE ACCESS SCALE: NTS 1 G-4 RENTON SAILING CLUB PLANTING AREA SEE DRAWING L-6 RESTROOM TO BE CLOSED, CONTRACTOR TO SUPPLY TEMPORARY FACILITIES NOTES: WAVE BREAK OPTIONAL CONTRACTOR LAYDOWN AREA, SEE NOTE 2 1.COORDINATE MOVEMENT OF ALL CONSTRUCTION BARGES WITH THE CITY PRIOR TO MOVEMENT. SAIL MOORINGS ARE LOCATED BOTH NORTH AND SOUTH OF THE WORK AREA. 2.COORDINATE CONTRACTOR LAYDOWN AREA WITH CITY PRIOR TO MOBILIZATION. 3.MAINTAIN CLEAR AREA FOR EMERGENCY VEHICLE TURNAROUND AND ACCESS IN THE TRAFFIC CIRCLE. 4.SEE CIVIL DRAWINGS FOR LAYDOWN AND RESTORATION REQUIREMENTS. R-420203 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERRENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:12 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.PLAN - EXISTING CONDITIONS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT 105'-2" BACK TO BACK OF ABUTMENTS TIMBER ABUTMENT, TYP TIMBER PILE, TYP 4x12 TIMBER DECKING PLAN - EXISTING TIMBER TRESTLE SCALE: 1" = 8' feet 16880 scale 8x14 TIMBER PILE CAP, TYP W W OHP SHORE PROTECTION, TYP HANDRAIL PARK TRAIL, TYP CHAIN LINE FENCE 12'-6"±LAKE WASHINGTON OHW OHW OHW OHW CONC FOOTING LEGEND JUNCTION BOX LIGHT POLE UTILITY POLE TREES WATER LINE ORDINARY HIGH WATER LINE OVERHEAD POWER LINE HANDRAIL PARK TRAIL, TYP R-420204 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERRENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:13 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.SITE PLAN - EXISTING TIMBER TRESTLE BRIDGE GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT NOTES: PROJECT LOCATION SAILING CLUB FLOAT PUBLIC RESTROOM RAILROAD TRACKS BRIDGE PARK TRAIL, TYP FENCED OFF AREA BOTH SIDES, EXTEND FROM FROM FENCE AT RAILROAD TRACKS TO OHW R11-2B R11-2B R11-4 (SPECIAL) R11-4 (SPECIAL) W20-1 (SPECIAL) PLAN - PEDESTRIAN TRAFFIC CONTROL CONCEPT SCALE: NTS PLANTING AREA LAKE WASHINGTON BLVD N R11-2 MAINTAIN EMERGENCY VEHICLE ACCESS THROUGHOUT TURN AROUND 1.SUBMIT A TRAFFIC CONTROL PLAN TO THE CITY OF RENTON FOR REVIEW AND APPROVAL. 2.CONTROLS SHOWN ARE FOR VEHICULAR AND PEDESTRIAN TRAFFIC. 3.ALL SIGNS SHALL BE FABRICATED PER THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND WSDOT "SIGN FABRICATION MANUAL", M 55-05, LATEST EDITIONS. 4.ALL TYPE III BARRIERS SHALL BE PER WSDOT M 21-01, "STANDARD PLANS FOR ROADS, BRIDGE, AND MUNICIPAL CONSTRUCTION", AUGUST 2018, STANDARD PLAN K-80.20-00. 5.FENCE AT EACH END OF THE PROJECT LOCATION SHALL HAVE A MINIMUM HEIGHT OF 6 FEET. 6.NORTH ENTRANCE TO THE PARK WILL BE CLOSED DURING CONSTRUCTION. 7.PUBLIC RESTROOMS SHALL REMAIN OPEN AND ACCESSIBLE TO THE GENERAL PUBLIC UNLESS WRITTEN APPROVAL IS GIVEN BY CITY OF RENTON PUBLIC WORKS AND PARKS DEPARTMENTS FOR TEMPORARY OR INTERMITTENT CLOSURES.R-420205 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERRENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:13 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.PEDESTRIAN CONTROL PLAN GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT A C-12 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.PROJECT DATUM AND SURVEY CONTROL: REFER TO NOTES ON DRAWING G-02 AND SURVEY BY SITTS AND HILL ENGINEERS, INC, COMPLETED ON 30 APRIL,2020. 3.ALL SURVEYING AND STAKING REQUIRED DURING CONSTRUCTION SHALL BE PERFORMED BY THE CONTRACTOR. 4.THE PARK TRAIL NEAR THE WORK 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. 5.CONTRACTOR AREAS FOR STAGING, LAYDOWN, STORAGE OF MATERIALS AND EQUIPMENT SHALL BE COORDINATED WITH THE CITY PRIOR TO MOBILIZATION TO THE SITE. 6.KEEP ALL ON-SITE PROJECT AREAS CLEAN AT ALL TIMES BY SWEEPING. WASHING AND/OR USE OF WATER TRUCK TO CLEAN PAVED AREAS ARE/IS NOT ALLOWED. 7.SITE FEATURES NOT SPECIFICALLY ADDRESSED IN PROJECT SPECIFICATIONS SHALL BE CONSTRUCTED IN ACCORDANCE WITH APPLICABLE MATERIAL AND CONSTRUCTION REQUIREMENTS SECTION OF WSDOT M41-10, STANDARD SPECIFICATION FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, 2020, UNLESS NOTED OTHERWISE. DIVISION 1 AND MEASUREMENT AND PAYMENT SECTIONS OF WSDOT M41-10 DO NOT APPLY TO THIS PROJECT. 8.FIELD SURVEY PERFORMED WAS USED TO SHOW APPROXIMATE LOCATION OF EXISTING UNDERGROUND UTILITIES AND SITE FEATURES. HOWEVER, IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HERE IN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THESE PLANS. USE A UTILITY LOCATION SERVICE FOR ALL AREAS REQUIRING EXCAVATION. INFORM THE CITY OF ANY POTENTIAL CONFLICTS OR INTERFERENCES FOR RESOLUTION PRIOR TO PERFORMING EXCAVATION. 9.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. 10.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE ADEQUACY OF EXISTING STRUCTURES AND UTILITIES TO SUPPORT CONSTRUCTION LOADS. 10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL INSTALL AND MAINTAIN SHORING AND BRACING NECESSARY TO PROTECT WORKERS, UTILITIES AND OTHER IMPROVEMENTS AND EXCAVATION PER FEDERAL, STATE & CITY REGULATIONS. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR REMOVAL OF TEMPORARY SHORING AND BRACING. 11.PROVIDE PEDESTRIAN SIGNS & TRAFFIC CONTROL DURING CONSTRUCTION. 12.INSTALL TEMPORARY CONSTRUCTION FENCE AROUND THE JOB SITE. 13.PROVIDE AND MAINTAIN TEMPORARY SEDIMENTATION COLLECTION FACILITIES TO ENSURE THAT SEDIMENT-LADEN WATER DOES NOT ENTER THE NATURAL OR PIPED DRAINAGE SYSTEM. REFER TO THE APPLICABLE DRAWINGS AND PROJECT SPECIFICATIONS FOR REQUIREMENTS AND DETAILS THAT ARE CONSIDERED THE MINIMUM TESC FEATURES REQUIRED DURING CONSTRUCTION. AS CONSTRUCTION PROGRESSES AND SEASONAL CONDITIONS DICTATE, MORE TESC FACILITIES MAY BE REQUIRED TO ENSURE COMPLETE SILTATION AND EROSION CONTROL OF THE PROJECT. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF CONTRACTOR TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY CONTRACTOR'S ACTIVITIES AND TO PROVIDE ADDITIONAL TESC FACILITIES THAT MAY BE NEEDED TO PROTECT ADJACENT LAND AND EXIST DRAINAGE FEATURES. REMOVE TESC FACILITIES AT COMPLETION OF THE PROJECT. 14.A TESC PLAN SHALL BE SUBMITTED AND APPROVED BY THE CITY PRIOR TO STARTING CONSTRUCTION ACTIVITIES.. 15.ANY DAMAGE INCURED TO ANY PART OF THE SITE OR BOUNDARY NOT SPECIFICALLY DESIGNATED FOR DEMOLITION SHALL BE REPAIRED, REPLACED, AND/OR RECONSTRUCTED BY THE CONTRACTOR, AT THE CONTRACTORS EXPENSE, TO THE PRE-DISTURBED CONDITIONS AS DIRECTED BY THE CITY. 16.A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. 17.A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 18.ALL DEVIATIONS FROM THESE PLANS SHALL BE RECORDED ON A SET OF "AS-BUILT" OR RECORD DRAWINGS. THE CONTRACTOR SHALL SUBMIT "AS-BUILT" DRAWINGS TO THE CITY. DEMOLITION AND CONSTRUCTION 16.CONTAIN DEMOLITION WITHIN THE LIMITS DESIGNATED. DO NOT DAMAGE EXISTING STRUCTURES, UTILITIES, OR FACILITIES. 17.DO NOT ALLOW DEMOLITION, CONSTRUCTION, OR OTHER DEBRIS TO FALL ONTO THE SLOPE OR INTO THE WATER BY UTILIZING TARPS, FLOATS, OR OTHER MEANS. 18.MONITOR OVERWATER DEMOLITION AND CONSTRUCTION ACTIVITIES AND IMMEDIATELY REMOVE AND DISPOSE OF ANY DEMOLITION, CONSTRUCTION, OR OTHER 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. 19.MAINTAIN TREE PROTECTION THROUGHOUT CONSTRUCTION IN ACCORDANCE WITH THE PLANS AND DETAILS ON SHEET C-4. 20.PERFORM WORK IN ACCORDANCE WITH PERMIT AND REGULATION REQUIREMENTS. 21.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. 22.DEMOLITION AND EXCESS CONSTRUCTION MATERIALS, EXCEPT AS NOTED, SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED AND DISPOSED OF. 23.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. 24.WHEN MODIFYING OR TRIMMING EXISTING ELEMENTS IS REQUIRED, DO NOT DAMAGE OR REDUCE THE LOAD-CARRYING CAPACITY OF THE EXISTING ELEMENTS. HMA PAVING AND SURFACE RESTORATION 1.HMA SHALL BE CLASS 1/2-INCH, PG 58S-22 FOR TYPICAL PAVING SECTION, SEE 2.SAW-CUT AND CAREFULLY REMOVE EXISTING PAVEMENT IN A MANNER TO PREVENT DAMAGE TO CLEAN VERTICAL ACP EDGE. PAVEMENT MARKING AND SIGNAGE 1.REPLACE IN KIND ALL EXISTING PAVEMENT MARKING ON TRAIL (SUCH AS CENTER STRIPES) AS REQUIRED DUE TO CONSTRUCTION ACTIVITIES REQUIRING SURFACE DEMO. WATER 1.WATER GENERAL NOTES SHALL BE PER THE CITY OF RENTON STANDARD PLAN NO. 300, SEE SHEET C-8. 2.POT-HOLE AS REQUIRED TO CONFIRM ALL TIE-IN LOCATIONS, AND SIZE, MATERIAL, AND DEPTH OF EXISTING PIPE. NOTIFY THE CITY WHERE UNFORSEEN SITE CONDITIONS OR DISCREPANCIES ARE DISCOVERED. 3.WHERE EXISTING ACP IS REMOVED FOR PIPE INSTALLATION, REPAIR SECTION SHALL MATCH EXISTING BUT ALSO BE NOT LESS THAN 3" (MIN) ACP OVER 6" (MIN) COMPACTED BASE COURSE. TOP OF ACP SHALL BE FLUSH WITH EXIST. ALL PAVEMENT REMOVAL SHALL BE ACOMPLISHED USING SAW-CUTS. 4.WHERE WATER LINES ARE INSTALLED IN UNPAVED AREAS, SURFACE SHALL BE STABILIZED TO MATCH SURROUNDING CONDITIONS BY EITHER HYDRO-SEEDING WITH PERMANENT SEED MIX, PLACING LANDSCAPING BARK, OR PLACEMENT OF 3" THICK COMPACT CRUSHED AGGREGATE. 5.COORDINATE ALL UTILITY SHUTDOWNS WITH THE CITY OF RENTON PUBLIC WORKS. DISRUPTION OF ANY WATER SERVICE SHALL BE APPROVED IN ADVANCE. EROSION AND SEDIMENTATION CONTROL BMP REQUIREMENTS THE FOLLOWING WASHINGTON STATE DEPARTMENT OF ECOLOGY TESC BMP'S SHALL BE USED AT THE PROJECT SITE AS REQUIRED FOR CONSTRUCTION STORMWATER POLLUTION PREVENTION AND PERMANENT EROSION CONTROL. REFER TO ECOLOGY'S 2019 STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON (SWMMWW), JULY 2019, AND CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM), 2017 FOR REQUIREMENTS RELATED TO THE FOLLOWING BMP'S. OBTAIN A COPY OF SWMMWW USING THE FOLLOWING LINK: HTTPS://FORTRESS.WA.GOV/ECY/EZSHARE/WQ/PERMITS/FLARE/2019SWMMWW/2019SWMMWW.HTM THE BMP'S AND RELATED DESIGN AND INSTALLATION SPECIFICATIONS AND MAINTENANCE STANDARDS DESCRIBED FOR EACH BMP IN THE SWMMWW AND/OR RSWDM SHALL BE CONSIDERED CONTRACT REQUIREMENTS UNLESS OTHERWISE NOTED. 1.BMP C103: HIGH VISIBILITY FENCE - WHERE SILT FENCE IS NOT REQUIRED, INSTALL HIGH VISIBILITY FENCE AT LIMITS OF DISTURBANCE IN ACCORDANCE WITH BMP C103 AND WSDOT STD PLAN I-10.10-01. WHERE SILT FENCE IS REQUIRED AT LIMITS OF DISTURBANCE, INSTALL HIGH VISIBILITY STILT FENCE IN ACCORDANCE WITH WSDOT STD PLAN I-30.17-01 OR HIGH VISIBILITY SILT FENCE WITH BACKUP SUPPORT IN ACCORDANCE WITH WSDOT STD PLAN I-30.16-01 AS REQUIRED TO MAINTAIN INTEGRITY OF SILT FENCE. 2.BMP C105: STABILIZED CONSTRUCTION ENTRANCE/EXIT - ALSO SEE WSDOT STD PLAN I-80.10-02. 3.BMP C106: WHEEL WASH - ONLY REQUIRED WHEN BMP C105 IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO ROADWAY 4.BMP C140: DUST CONTROL 5.BMP C151: CONCRETE HANDLING 6.BMP C154: CONCRETE WASHOUT AREA 7.BMP C160: CERTIFIED EROSION AND SEDIMENT CONTROL LEAD. 8.BMP C233: SILT FENCE - ALSO REFER TO NOTES UNDER BMP C103 9.BMP C235: WATTLES SUGGESTED CONSTRUCTION SEQUENCE FOR TESC: 1.PRE-CONSTRUCTION MEETING 2.FLAG OR FENCE CLEARING LIMITS 3.POST SIGN WITH NAME AND PHONE NUMBER OF CERTIFIED TESC LEAD 4.GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 5.INSTALL PERIMETER PROTECTION (SILT FENCE, WATTLES, ETC.) 6.MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 7.RELOCATE SURFACE WATER CONTROLS AND EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL IS ALWAYS IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY EROSION AND SEDIMENT CONTROL STANDARDS. 8.COVER ALL AREAS WITH TESC FEATURES THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON IN ACCORDANCE WITH THE SPECIFICATIONS. 9.STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 10.UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS SHALL BE STABILIZED AND TESC BEST MANAGEMENT PRACTICES REMOVED IF APPROPRIATE AS DETERMINED BY THE CITY. R-420206 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER1 RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 11:04 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C01.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.CIVIL NOTES GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT X X X X X X X OHW OHWOHWPLAN - TEMPORARY EROSION AND SEDIMENT CONTROL SCALE: EXIST CONC FOOTING, TYP EXIST PEDESTRIAN ACP TRAIL EXIST TIMBER TRESTLE EXIST PEDESTRIAN ACP TRAIL TESC NOTES: LEGEND EXIST JUNCTION BOX EXIST LIGHT POLE EXIST UTILITY POLE EXIST TREES (SEE DRAWING C-4 FOR PROTECTION DETAILS) EXIST FENCE ORDINARY HIGH WATER LINE SILT FENCE FLOATING DEBRIS BOOM HIGH VISIBILITY FENCE EXIST TREE W/ TREE PROTECTION SEE DRAWING C-4 OHW X X PLANTING NORTH AREA OHWPUBLIC RESTROOM 1" = 20' feet 4020200 scale 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4.THE ESC FACILITIES SHOWN ON THIS PLAN MUST BE CONSTRUCTED PRIOR TO OR IN CONJUNCTION WITH ALL CLEARING AND GRADING SO AS TO ENSURE THAT THE TRANSPORT OF SEDIMENT TO SURFACE WATERS, DRAINAGE SYSTEMS, AND ADJACENT PROPERTIES IS MINIMIZED. 5.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 6.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 7.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 8.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 9.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 10.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATE D SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROV IDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 19.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. AREA OF DISTURBANCE, TYP R-420207 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER1 RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 11:05 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C02.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.TESC PLAN GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT SILT FENCE1 C-2 SCALE: NTS R-420208 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERRENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:15 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C03.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.TESC DETAILS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT 2'-0"MIN6'-0"MINSEE NOTE 3 DETAIL - INDIVIDUAL TREE PROTECTION1 C-2 SCALE: NTS TREE PROTECTION NOTES: TEMP CHAIN LINK CONSTRUCTION FENCE DRIPLINE OF TREE OR 1.25 DIA OF BASE OF TRUNK x 1.25', WHICH EVER IS GREATER (SEE NOTE 3)2'-0"MIN6'-0"MIN8'-0" MAX POST SPA DETAIL - MULTIPLE TREE PROTECTION2 C-2 SCALE: NTS TEMP CHAIN LINK CONSTRUCTION FENCE DRIPLINE OF TREE OR 1.25 DIA OF BASE OF TRUNK x 1.25', WHICH EVER IS GREATER (SEE NOTE 3) POST , TYP SEE NOTE 5 POST , TYP SEE NOTE 5 1.TREE PROTECTION SHALL BE INSTALLED PRIOR TO START OF CONSTRUCTION ACTIVITIES AND REMAIN THROUGHOUT THE WORK AS NECESSARY TO PROTECT EXISTING VEGETATION TO REMAIN. 2.PROTECT ALL TREES AND OTHER PLANT MATERIAL SCHEDULED TO REMAIN. DO NOT PARK ANY VEHICLES OR EQUIPMENT, STORE MATERIALS OR STOCKPILED SOIL, DISPOSE OF BUILDING MATERIALS, CHEMICALS, PETROLEUM PRODUCTS, OR OTHER DETRIMENTAL SUBSTANCES WITHIN LIMITS OF TREE PROTECTION FENCING OF ANY EXISTING TREE TO REMAIN. PROTECT EXISTING TREES FROM FLAME, SMOKE, AND HEAT. CONSTRUCTION ACCESS TO SITE SHALL NOT OCCUR BENEATH DRIP LINE OF EXISTING TREES UNTIL SPECIAL PROVISIONS HAVE BEEN MET TO PROTECT ALL EXISTING VEGETATION TO REMAIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DAMAGE TO EXISTING TREES AND PLANT MATERIAL DURING CONSTRUCTION. ALL CLEARING AND GRUBBING OR EXCAVATION WITHIN LIMITS OF TREE PROTECTION FENCING SHALL BE DONE BY HAND METHODS. 3.A TEMPORARY CHAIN LINK CONSTRUCTION FENCE SHALL BE INSTALLED AROUND THE GREATER OF THE PROTECTED TREE DRIPLINE OR SURROUNDING A TREE AT A DISTANCE EQUAL TO OR GREATER THAN 1.25 FEET FOR EACH 1-INCH OF TRUNK WIDTH LOCATED 3-FEET ABOVE THE LOWEST GRADE. TEMPORARY FENCE SHALL BE INSTALLED TO SURROUND TREE(S). 4.TEMPORARY CHAIN LINK FABRIC TO BE MINIMUM 11 GAUGE, GALVANIZED. DO NOT USE RUSTED OR MALFORMED FABIC. 5.POSTS SHALL BE GALVANIZED 2"Ø STANDARD PIPE POSTS, OR APPROVED EQUAL. INSTALL POSTS TO AVOIDED DAMAGE TO MAJOR ROOTS, AND WITH SUFFICIENT EMBEDMENT TO SUPPORT FENCE. CONCRETE FENCE POST FOOTINGS ARE ACCEPTABLE OVER PAVED SURFACES. 6.ROOTS 1-INCH IN DIAMETER AND GREATER EXPOSED DURING CONSTRUCTION SHALL HAVE A CLEAN STRAIGHT CUT TO REMOVE DAMAGED PORTION OF ROOT, AND ALL EXPOSED ROOTS SHALL BE COVERED WITH TOPSOIL IMMEDIATELY TO PREVENT DRYING. 7.INDIVIDUAL TREES SHALL HAVE TEMPORARY FENCING PLACE ON FOUR SIDES, WITH PLACARDS INSTALLED ON EACH SIDE. PLACARDS SHALL HAVE THE FOLLOWING WORDS, "NO TRESPASSING - PROTECTED TREES". 8.WHERE EXCAVATING FOR NEW CONSTRUCTION IS REQUIRED WITHIN LIMITS OF TREE PROTECTION FENCING, EXCAVATE BY HAND TO MINIMIZE DAMAGE TO ROOTS AND PERFORM AS FOLLOWS: A.USE NARROW TINE SPADING FORKS AND COMB SOIL TO EXPOSE ROOTS. B.IF MAIN LATERAL ROOTS ARE IMMEDIATELY ADJACENT TO LOCATION OF NEW CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE PRIOR TO ANY EXCAVATION. C.DO NOT ALLOW EXPOSED ROOTS TO DRY OUT BEFORE PERMANENT BACKFILL IS PLACED. D.PROVIDE TEMPORARY EARTH COVER AND/OR MOIST ORGANIC MULCH, OR PACK WITH PEAT MOSS AND WRAP WITH BURLAP. WATER AND MAINTAIN THE MOIST CONDITION UNTIL COVERED WITH BACKFILL. 9. ANY TREE EXCEEDING 12 INCHES IN CALIPER AND LARGER, MEASURED 3 FEET ABOVE THE LOWEST GRADE IMMEDIATELY ADJACENT TO THE TREE IS CONSIDERED A SIGNIFICANT EXISTING TREE. ANY DAMAGE TO A SIGNIFICANT EXISTING TREE SHALL IMMEDIATELY BE REPORTED TO THE CITY. R-420209 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERRENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:16 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C04.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.DETAILS - TREE PROTECTION GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT X X X X X X X X X X X X X X X X X X WW W W W W W W W W W W W W W W W W W W W OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHW OHW OHWOHWOHWOHWOHWOHWOHW PLAN - DEMOLITION TIMBER TRESTLE SCALE: 1" = 8' feet 16880 scale 1 C-6 WP2 REMOVE & DISPOSE OF TREATED TIMBER PILE CAPS 8x14x16'-0", (10) TOTAL A C-6 REMOVE & DISPOSE 8"Ø WATER LINE REMOVE & DISPOSE OF ±1,325 SF, 4x12 TIMBER DECKING TYPREMOVE, STORE & REPLACE SHORE PROTECTION AS REQ'D FOR NEW ABUTMENTS, TYP REMOVE & DISPOSE OF TREATED TIMBER PILES (58) TOTAL, TYP REMOVE 265 SF OF ACP, TYP W W OHP 10'-3"±10'-1"±NOTES: PARK TRAIL, TYP CONC FOOTING TO REMAIN 25'-0"25'-0" SEE NOTE 3 SEE NOTE 3 W W W W W W W W W W W W W W W W W W W W W W W W W W W W REMOVE 270 SF OF ACP, TYP LEGEND SAW-CUT EXISTING ASPHALT PAVEMENT, TYP EA END OF TRAIL 105'-10" E E E E E E E E E E E E E E E PROTECT LIGHT POLE & PULL BOX DURING CONSTRUCTION, TYP SEE DRAWING E-1 EXIST JUNCTION BOX EXIST LIGHT POLE EXIST UTILITY POLE EXIST TREES EXIST WATER LINE EXIST ELECTRICAL CONDUIT ORDINARY HIGH WATER LINE OVERHEAD POWER LINE EXIST HANDRAIL EXISTING ASPHALT PAVEMENT DEMOLITION (ASSUME 3" THICK FOR BASIS OF BID) TREE PROTECTION REQUIRED, SEE DRAWING C-4 FOR DETAILS WP NORTHING EASTING WP2 1301793.2818 189457.1240 WORK POINT COORDINATES WP1 1301827.3032 189361.2657 WP112'-7"℄ BRIDGE 16'-0"±1'-5"±PROTECT EXIST JUNCTION BOX DURING CONSTRUCTION, TYP 14'-0"±3'-2"±1.SEE DRAWING L-1 FOR THE LIMITS OF CLEARING AND GRUBBING. 2.SEE DRAWING C-4 FOR TREE PROTECTION REQUIREMENTS. 3.INSTALL A TEMPORARY MJ CAP AND RESTRAINT JOINT AND 2" BLOWOFF ON EXISTING DUCTILE IRON PIPE BY THE CITY OF RENTON FORCES. PRIOR TO INSTALLATION OF TEMPORARY CAP COORDINATE OUTAGE WITH THE CITY. 4.POT-HOLE EACH WATER PIPE CONNECTION LOCATION TO CONFIRM LOCATION AND DEPTH OF EXISTING PIPE AT LOWER 22.5 DEG BEND PRIOR TO DEMOLITION. W W W W W W W W W W W W W W W W W WW 10'-0"± POINT OF CONN TO EXIST WATERMAIN, SEE SHEET C-7, TYP W 10'-0"± REMOVE & DISPOSE OF 1.25 CY THRUST BLOCK REMOVE & DISPOSE OF 1.25 CY THRUST BLOCK R-420210 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER2 2 RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:29 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C05.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.PLAN - DEMOLITION EXISTING BRIDGE GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT SECTION - EXIST ABUTMENTB -SCALE: 1" = 1'-0" feet 2110 scale 1'-0"6"(5) 4x12 DRAINAGE MATERIAL FINISHED GRADE 2"2" 9x18 STRINGER PILE CAP RIP-RAP PILE BLOCKING 4x4x8'-0" 4x12 DECKING, TYP BUTTON HEAD BOAT SPIKES ℄ POST ℄ POST 8'-0" ±3'-6"TIMBER DECKING TIMBER 2x7 TOP RAILTIMBER 2x5, TYP CHAIN LINK PANEL, TYP TIMBER 2x6, TYP 2"Ø STD POST, TYP 1/4x6 1/2 x0'-7 1/2" BASE PL, TYP TIMBER TOP RAIL TIMBER 2x5, TYP 2"Ø STD POST, TYP BOLTED BASE PL TIMBER 2X6, TYP DETAIL - EXIST RAILING2 -SCALE: 1" = 1'-0" feet 2110 scale ELEVATION SECTION 3/8" = 1'-0" feet 4220 scale SECTION - EXIST STRUCTUREA C-5 SCALE: 2'-3"± 4x12 DECKING 9x18 STRINGER 4x6 BRIDGING, TYP 3/8" = 1'-0" feet 4220 scale PLAN - EXIST ABUTMENT1 C-5 SCALE: 12'-6" TRESTLE DECK B - STRINGER, TYP PILE CAP 4x4 4x12 DECKING TIMBER PILE, TYP 12'-6"±2'-3"± TOP OF DECK EL 23.7' NOTE: TIMBER PILES NOT SHOWN. RAILING, SEE TYP2 - 8"Ø DI WATER MAIN R-420211 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERRENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 6:35 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C06.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.SECTIONS & DETAILS - EXISTING BRIDGE GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT X X X X X X X X X X X X X X X X X X X OHW OHW OHWOHWOHWOHWOHWOHWOHW PLAN - WATER MAIN REPLACEMENT SCALE: X OHW W W EXIST PARK TRAIL EXIST PARK TRAIL W W W W W W W W W TR BRIDGE GIRDER, TYP CONCRETE ABUTMENT, TYP SEE STRUCTURAL DRAWINGS FOR PIPE SUPPORTS & OFFSET LOCATION ON BRIDGE EXIST 8" C.I. 11.25° VERT BEND (MJ x MJ)14'-0"± 1" = 8' feet 16880 scale NOTE: FOR PIPE TRENCH DETAIL, SEE 1 C-12 EXIST 8" DIP WATERMAIN EXIST 8" C.I. 45° HORIZ BEND (MJ x MJ) EXIST 8" C.I. 45° HORIZ BEND (MJ x MJ) EXIST 8" C.I. WATERMAIN POINT OF CONN (POC) TO EXIST WATERMAIN. MAKE CONN TO EXIST LOWER VERT 22.5° BEND TO REMAIN. REM ALL PIPING SOUTHEAST OF LOWER VERT BEND TO POC ON OPPOSITE END OF BRIDGE. SEE DETAILS A C-10 2 C-8 POINT OF CONN (POC) TO EXIST WATERMAIN. MAKE CONN TO EXIST LOWER VERT 22.5° BEND TO REMAIN. REM ALL PIPING NORTHWEST OF LOWER VERT BEND TO POC ON OPPOSITE END OF BRIDGE. SEE DETAILS 1 C-8 & B C-10& A C-10 W W W W W W W W WWWWW 8" CL 53 RESTRAINED JOINT DIP, WRAPPED W/ INSULATION E E E E E E E E E E E E E LEGEND EXIST JUNCTION BOX EXIST LIGHT POLE EXIST ULITITY POLE EXIST TREES EXIST FENCE EXIST 8"Ø WATER MAIN 8" DI WATER LINE ELECTRICAL CONDUIT (SEE DRAWING E-02) ORDINARY HIGH WATER LINE E ℄ BRIDGE WP2 WP NORTHING EASTING WP2 1301793.2818 189457.1240 WORK POINT COORDINATES WP1 1301827.3032 189361.2657 WP1 50'-0"± INSTALL 8" ISOLATION VALVE (RJxRJ) ON EXIST 8" WATER, 1'-8" SLEEVE (RJxRJ), VALVE TO BE CUT-IN BY CITY WATER DEPARTMENT. CONTRACTOR TO PROVIDE ALL MATERIALS, EXCAVATION AND RESTORATION, TYP REMOVE TEMP BLOCK & 8" BLOW-OFF & CONNECT TO EXIST WATER LINE W/ SLEEVE AND DI SPOOLS, FINAL CONNECTION BY CITY FORCES, TYP W 16'-0"± W 10'-0"± 10'-0"± B C-10 RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:32 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C07.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. W-420201 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER2WTRP-27-4202PLAN - WATER UTILITIES GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT DETAIL - TIE INTO EXISTING END LINE CAP2 C-7 SCALE: NTSDETAIL - WATER GENERAL NOTES2 C-2 SCALE: NTS RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:33 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C08.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. W-420202 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERWTRP-27-4202DETAILS - WATER UTILITIES SHEET 1 GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT DETAIL - THRUST BLOCK1 C-2 SCALE: NTS DETAIL - THRUST BLOCK2 C-2 SCALE: NTS RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:34 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C09.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. W-420203 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERWTRP-27-4202DETAILS - WATER UTILITIES SHEET 2 GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT ℄ PILE ℄ ABUTMENT FORCE BALANCED FLEX TEND EXPANSION JOINT (FL x FL) 18" DIA. HOLE FOR PENETRATION SEE STRUCTURAL FOR DETAILS 11"3'-0" 4 LF 8" DIP, FL X FL PIPE SUPPORT WELDED TO CHANNEL (RESTRAINED LATERALLY & VERTICALLY W/ PTFE SLIDE PAD TO ALLOW AXIAL MOVEMENT), SEE NOTE 1. STEEL EXTERIOR GIRDER PIPE RESTRAINT ANCHOR, SEE DRAWING S-14 FOR DETAILS SECTION - NORTH FLEXIBLE EXPANSION JOINTA C-7 SCALE: 3/4" = 1'-0" feet 2110 scale FINISH GRADE EXISTING GRADE ±15'℄ PIPE SUPPORT 1'-10" TYP 6"± END OF RJ PIPE BELL 5'-3"±6' TO 8'3'-0"7'-0"EXIST 8" DIP FIELD LOCATE AND DEMO EXIST LOWER VERTICAL BEND & CONC THRUST BLOCK. PROVIDE REPLACEMENT VERTICAL DI 22.5° BEND (RJ) W / CONC THRUST BLOCK, SEE NOTE 3 & TR-FLEX RJ x FL ADAPTER 8"Ø DIP RJ-SPIGOT x RJ-SPIGOT LENGTH AS REQ'D ℄ PILE ℄ ABUTMENT FORCE BALANCED FLEX TEND EXPANSION JOINT (FL x FL) 18 DIA. HOLE FOR PENETRATION SEE STRUCTURAL FOR DETAILS 11"3'-0" 4 LF 8" DIP, FL X FL 8" DI 11.25° BEND FL x FL (ROLL FITTING TO MEET REQ'D VERT & HORIZ OFFSET BETWEEN PIPE LOCATION ON BRIDGE AND PIPE PENETRATION THRU CONC ABUTMENT) STEEL EXTERIOR GIRDER PIPE RESTRAINT ANCHOR, SEE DRAWING S-14 FOR DETAILS SECTION - SOUTH FLEXIBLE EXPANSION JOINTB C-7 SCALE: 3/4" = 1'-0" feet 2110 scale FINISH GRADE EXISTING GRADE ±15' 10"±1'-10" TYP 8" DIP FL x FL LENGTH AS REQ'D FOR VERT & HORIZ OFFSET 5'-3" FL CONN BETWEEN DIP AND FLEX-TEND 8" FORCE BALANCED FLEX-TEND EXPANSION JOINT (FL x FL), W/ ONE END ROTATED AS REQ'D FOR HORIZ & VET OFFSET FACE OF CONC ABUTMENT ±6' TO 8'7'-0"3'-0"EXIST 8" DIP USE MEGALUG SERIES 1100 MJ RESTRAINT OR EQUAL 8" DIP RJ-SPIGOT X PE PIPE BETWEEN FITTINGS, LENGTH AS REQ'D FOR ELEV DIFFERENCE BETWEEN EXISTING PIPE AND PIPE GOING THRU ABUTMENT. SEE NOTE 3 1'-0"± TR-FLEX RJ x FL ADAPTER 8"Ø DIP RJ-SPIGOT x RJ-SPIGOT LENGTH AS REQ'D ℄ PIPE SUPPORT 8" DIP FL x RJ BELL FACE OF CONC ABUTMENT SEAL ANULAR SPACE BETWEEN HOLE THRU ABUTMENT AND EXTERIOR PIPE JACKET, SEE NOTE 2, TYP SEE NOTE 3 USE MEGALUG SERIES 1100 MJ RESTRAINT OR EQUAL 1'-0"± SEAL ANULAR SPACE BETWEEN HOLE THRU ABUTMENT AND EXTERIOR PIPE JACKET, SEE NOTE 2, TYP BEGIN PRE-INSULATED PIPE FOR BRIDGE AT FLANGE OF BURIED FLEX-TEND, SEE NOTE 4. INSULATION NOT SHOWN. PIPE INSULATION, TYP ALL EXPOSED PIPE & FITTINGS PIPE INSULATION, TYP ALL EXPOSED PIPE & FITTINGS 8" DIP FL x FL LENGTH AS REQ'D FOR VERT & HORIZ OFFSET 8" FORCE BALANCED FLEX-TEND EXPANSION JOINT (FL x FL), W/ ONE END ROTATED AS REQ'D FOR HORIZ & VET OFFSET 8" DIP FL x RJ SPIGOT8" DI 11.25° BEND, FL x FL (ROLL FITTING TO MEET REQ'D VERT & HORIZ OFFSET) FL CONN BETWEEN DIP AND FLEX-TEND FIELD LOCATE AND DEMO EXIST LOWER VERTICAL BEND & CONC THRUST BLOCK. PROVIDE REPLACEMENT VERTICAL DI 22.5° BEND (RJ) W / CONC THRUST BLOCK , SEE NOTE 3 & NOTES: 1.PROVIDE PIPE SUPPORTS AND SUPPORTING CHANNELS ON BRIDGE. LOCATE BEHIND EACH PIPE BELL AS SHOWN, WITH SPACING NO GREATER THAN 20' OC. PIPE SUPPORTS SHALL NOT BE LOCATED ON SPIGOT END OF PIPE. PIPE SUPPORTS TO PROVIDE LATERAL AND VERTICAL RESTRAINT OF PIPE, AND SHALL HAVE PTFE SLIDE PAD TO ALLOW AXIAL MOVEMENT. PIPE SUPPORT SHALL BE PIPE SHIELDS MODEL B4200 OR APPROVED EQUAL, MODIFIED TO FIT A PRE-INSULATED DIP HAVING OD OF 14.1" AND THE PIPE SUPPORT SUPPLIED 24 GAGE SHEET METAL JACKET. DO NOT USE THE PIPE SUPPORT SUPPLIED INSULATION. WELD BASE OF SUPPORT TO STRUCTURAL CHANNEL. SEE DRAWING S-13 FOR DETAILS. 2.PROVIDE MODULAR LINKSEAL NEAR OUTSIDE EDGE OF PIPE PENETRATION TO SEAL ANNULAR SPACE BETWEEN PRE-INSULATED PIPE HAVING O.D. OF 14.1 INCHES AND 18" DIA HOLE THROUGH ABUTMENT. SEAL ELEMENT SHALL BE EPDM (BLACK), COMPOSITE PRESSURE PLATES, AND 316 STAINLESS STEEL BOLTS AND NUTS. TEMPERATURE RANGE -40 F TO +205 F. LINKSEAL MODULAR SEAL MODEL LS-360-S-316 FOR 18" DIA CAST CONCRETE HOLE OR APPROVED EQUAL. PROVIDE 1'-0" (MIN) LONG 24 GAGE SHEET METAL JACKET AROUND ENTIRE PIPE AT LOCATION OF LINKSEAL, AND INSTALL LINKSEAL WITH CARE TO AVOID DAMAGING THE INSULATION JACKET THAT COULD CAUSE MOISTURE INTO THE INSULATION. 3.POT-HOLE EACH WATER PIPE CONNECTION LOCATION TO CONFIRM LOCATION AND DEPTH OF EXISTING PIPE AT LOWER 22.5 DEG BEND PRIOR TO DEMOLITION (CONNECTION LOCATION). 4.ALL PIPING ON BRIDGE AND THROUGH ABUTMENT TO FLANGE OF BURIED FLEX-TEND ON EACH SIDE OF BRIDGE SHALL BE PRE-INSULATED DUCTILE IRON PIPE WITH EITHER TR-FLEX RESTRAINED JOINTS OR FLANGE JOINTS AS SHOWN. 5.ALL BURIED DUCTILE IRON PIPE AND BURIED FLEX TEND SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT (POLYWRAP) IAW AWWA C105. 6.ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE-TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. POINT OF CONN TO EXIST WATERMAIN, SEE 2 C-8 POINT OF CONN TO EXIST WATERMAIN, SEE 2 C-8 1 C-9 FIELD LOCATE AND DEMO EXIST UPPER VERTICAL BEND & CONC THRUST BLOCK. PROVIDE REPLACEMENT VERTICAL DI 22.5° BEND (RJ) W / CONC THRUST BLOCK, SEE 2 C-9 BEGIN PRE-INSULATED PIPE FOR BRIDGE AT FLANGE OF BURIED FLEX-TEND, SEE NOTE 4. INSULATION NOT SHOWN. 8" DIP RJ-SPIGOT X PE PIPE BETWEEN FITTINGS, LENGTH AS REQ'D FOR ELEV DIFFERENCE BETWEEN EXISTING PIPE AND PIPE GOING THRU ABUTMENT. FIELD LOCATE AND DEMO EXIST UPPER VERTICAL BEND & CONC THRUST BLOCK. PROVIDE REPLACEMENT VERTICAL DI 22.5° BEND (RJ) W / CONC THRUST, SEE 1 C-9 2 C-9 RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:35 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C10.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. W-420204 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERWTRP-27-42022 2 DETAILS - WATER UTILITIES SHEET 3 GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT ELEVATION - TRAIL GRADING A -SCALE: -3.4%-3.4% A C-12 A C-12 A - PLAN - TRAIL GRADING & PAVING SCALE: ℄ ABUTMENT 2 ℄ ABUTMENT 1 GRATED DECKING OVERLOOK EXIST LIGHT POLE TO REMAIN, TYP HMA PAVEMENT, TYP RAILING, TYP EL 24.3 OHW 18'± EXIST ML @ FACE OF BRIDGE HMA PAVEMENT OVERLOOK GIRDER W/ FRP LUMBER CLADDING RAILING CONC TOPPING OVER GIRDER HMA PAVEMENT EL 24.3 EL 24.3 EL 24.3 MATCH EXIST GRADE APPROX EL 23.5 MATCH EXIST GRADE APPROX EL 23.5 EXIST ACP TRAIL EXIST ACP TRAIL EXIST ACP PARK TRAIL, TYP 1" = 8' feet 16880 scale 1" = 8' feet 16880 scale 12'-0" TAPER 16'-6" TAPER EXIST ACP PATH RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:36 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C11.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420212 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERPLAN & ELEVATION - TRAIL GRADING GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT ℄ TRAIL 2%2%2 1 2 1 EXIST GRADE COMPACT SUBGRADE OR BACKFILL MATERIAL TO 95% MIN CRUSHED SURFACE BASE COURSE SECTION - ACP TRAILA C-11 SCALE: NTS 6" MIN6" MINPIPE OD2'-6" MIN PIPE COVER2'-6" HMA PAVEMENT SECTION NEAT LINE, TYP TRENCH BACKFILL: COMPACTED EXCAVATED MATERIAL AS BACKFILL (IF SUITABLE FOR REUSE) GRAVEL BACKFILL FOR PIPE ZONE BEDDING DETAIL - PIPE TRENCH1 C-7 SCALE: NTS 1'-0"VARIES 12'-3" MAX - 10'-0" MIN 1'-0" HMA PAVEMENT SECTION SHALL BE 3" HMA PG58S-22, CLASS 1/2", OVER 6" BASE COURSE OVER COMPACTED SUBGRADE 8" RJ DIP WATERMAIN PIPE TRENCH DETAIL NOTES: 1.PIPE MARKER TAPE NOT SHOWN, BUT SHALL BE PLACED AS DIRECTED IN SPECIFICATIONS. 2.TRENCH SAFETY SYSTEMS (SHORING) SHALL BE USED AS APPLICABLE AND IN STRICT COMPLIANCE WITH WSDOT SECTION 7-08.3(1)B AND LOCAL, STATE, AND FEDERAL SAFETY CODES INCLUDING WAC 296-155, PART N, TO MAINTAIN VERTICAL SIDES FOR TRENCH AND MINIMIZE AMOUNT OF EXCAVATION, BACKFILL, AND SURFACE REPAIR. LAYING BACK TRENCH EXCAVATION (FLATTER SIDE SLOPES) IN LIEU OF SHORING NOT ALLOWED. 3.EXCAVATE UNSTABLE MATERIAL DOWN TO FIRM SOIL AND REPLACE WITH FOUNDATION MATERIAL CLASS A OR B PER WSDOT SECTION 9-03.17. 4.DEWATER TRENCH AS NECESSARY FOR DEEPER EXCAVATIONS. 5.MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 6.IN PAVED AREAS, IF PIPE HAS LESS THAN 3'-0" OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 7.GRAVEL BACKFILL FOR PIPE ZONE BEDDING SHALL MEET THE REQUIREMENTS OF WSDOT SECTION 9-03.12(3), AND SHALL BE PLACED IN 6" LOOSE LAYERS AND COMPACTED TO 95% MAXIMUM DENSITY. 8.CRUSHED SURFACE BASE COURSE SHALL MEET THE REQUIREMENTS WSDOT SECTION 9-03.9(3), COMPACTED TO 95% OF MAXIMUM DENSITY MAX MAX RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 8:37 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\02_C12.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420213 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER1 1 1 MISC. SECTIONS & DETAILS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT WWWW W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W OHW OHW OHWOHWOHWOHWOHWOHWOHWOHWOHW OHW BRIDGE ELEVATION2 -SCALE: 1" = 5' feet 10550 scale 1" = 5' feet 10550 scale BRIDGE PLAN1 L-1 SCALE: OVERLOOK 3 L-3 2 L-2 1 L-2 2 EL 24.3' OHW 18 EXISTING LAKE BOTTOM SURFACE HMA APPROACH STEEL PILE, TYP REPLACE EXIST RIP-RAP WITHIN PREVIOUS FOOTPRINT, TYP BOTTOM OF BRIDGE CONC ABUTMENT, TYP PROPOSED CONCRETE EXPANSION JOINTS CONTROL JOINTS PROPOSED GRAVEL RELOCATED BOULDERS CONCRETE BRIDGE APPROACH ENLARGEMENT SAW-CUT JOINTS, TYP CONCRETE BRIDGE APPROACH EMBANKMENT BOULDERS AT EDGE OF GRAVEL SHOULDER CONC APPROACH SLAB CONCRETE TOPPING OVER EXTERIOR GIRDERS NOTES: 1.TYPICAL POST SPACING FOR HANDRAIL IS APPROXIMATELY 7'-5 3/4" O.C. EXCEPT WHERE SHOWN DIFFERENTLY. 2.SPACING OF HANDRAIL IS TO BE PERPENDICULAR AND PARALLEL AND MATCH ON BOTH SIDES OF THE BRIDGE. 3.PLACE CONTROL JOINTS AND EXPANSION JOINTS IN CONCRETE PERIMETER BAND CENTERED BETWEEN POSTS AS SHOWN ON THE PLAN. 4.SEE DRAWING L-3 FOR MODIFIED SPACING AT OVERLOOK. 5.RELOCATED BOULDERS ARE SHOWN FOR DESIGN INTENT ONLY. CONTRACTOR SHALL VISIT PROJECT SITE AND BE FAMILIAR WITH BOULDER TYPE/SIZES TO BE RELOCATED PRIOR TO PROJECT BID. 1 L-3 SS HANDRAIL END POST SS HANDRAIL END POST 1 L-4 FRP LUMBER HANDRAIL 2 L-4 SS HANDRAIL END POST 1 L-4 SS END POST RAIL SUPPORT - SEE STRUCTURAL FRP LUMBER HANDRAIL 2 L-4 SS TWO POST RAIL BASE PL - SEE SS MID POST RAIL SUPPORT (TOP) 4 L-4 PRE FAB SS WEBNET PANNELS 3 L-4 BRIDGE & HANDRAIL 1 L-2 TYP. EXPANSION JOINTS, TYP HMA APPROACH GRAVEL SHOULDER GRAVEL SHOULDER HMA APPROACHGRATING GRAVEL SHOULDER GRAVEL SHOULDER INTERPRETIVE SIGN LOCATION - SEE OVERLOOK FOR DETAILS TYP TYP TYP TYP HMA APPROACH TYP TYP CENTER ON END CONCRETE PANEL, TYP BRIDGE CENTERLINE 4'-1 1/4", TYP 7 L-7 TYP 4'-11 12"7'-3 116"4'-11 12"7'-8 12"7'-8 12" CONTROL JOINTS, TYP FRP LUMBER CLADDING LAYOUT 5 L-4 L-1 TYP 2 S-12CONC APPROACH SLAB OVERLOOK PLAN ORDINARY HIGH WATER MARK EXISTING CONTOURS EXISTING LIGHT POLE EXISTING JUNCTION BOX EXISTING CONIFER TREE EXISTING DECIDUOUS TREE LEGEND EL 24.3' 7'-5 34" SPACING, TYP 7'-5 34" SPACING, TYP 12MM SS STRUT WELDED TO MID POST RAIL SUPPORTS RENTON CITY OF Last Saved by: USDW675573 on: Oct 26, 2023 10:21 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\03_L01.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420214 1 1 BRIDGE PLAN & ELEVATION GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT PRE FAB SS WEBNET PANELS STEEL GIRDER, SEE STRUCTURAL (TYP) METAL GRATING (SEE STRUCTURAL) EQUALEQUAL SS WEBNET SS TWO POST RAIL SUPPORT CONCRETE CAP 3" OVERHANG 3" TYP ℄℄ SEE DRAWING L-1 FOR STANDARD RAIL SPACING EQ. GAP,TYPCONCRETE CAP SS TWO POST RAIL SUPPORT - SEE STRUCTURAL 2'-9 3/4"3 1/2"3'-6"CLADDING FASTENERS - SEE BRIDGE & HANDRAIL OUTSIDE ELEVATION1 L-1 SCALE: 1"=1'-0" BRIDGE & HANDRAIL SECTION2 L-2 SCALE: 1"=1'-0" SS REINFORCING PLATE (SEE STRUCTURAL) SS MID POST RAIL SUPPORT (BOTTOM) - SEE STRUCTURAL BOTTOM OF BRIDGE GIRDER SS REINFORCING PLATE (SEE STRUCTURAL)3'-6"2" SS ROUND POSTS AND WEBNET FRAME (BEYOND) FRP LUMBER HANDRAIL INTERMEDIATE HANDRAIL SECTION3 -SCALE: 1"=1'-0" SS MID POST RAIL SUPPORT (BOTTOM) - SEE STRUCTURAL 1 12" X 7 7 16" FRPLUMBER CLADDING SS MID POST RAIL SUPPORT (TOP) FRP LUMBER CLADDING CONCRETE TOPPING SEE DRAWING L-1 FOR MODIFIED SPACING AND LOCATION EQUAL EQUAL FRP LUMBER HANDRAIL 2 L-4 4 L-4 3 L-4 2 L-4 5 L-4 3'-0"STAGGERED JOINTS - RUNNING BOND, TYP WATER SIDEBRIDGE SIDE FRP LUMBER CLADDING TYP. 2 L-2 3 L-4 SS WEBNET PRE FAB SS WEBNET PANELS 3 L-4 TYP2'-6 1/4"SS MID POST RAIL SUPPORT (TOP) 4 L-4 3 L-2 4 L-4 3 S-11 3/4" CHAMFER, TYP 3/4" CHAMFER, TYP WOOD GRAIN FINISH ON ALL SIDES PRE FAB SS WEBNET PANELS LUMBER CLADDING TO BE FLUSH WITH BOTTOM OF GIRDER CONCRETE BRIDGE PATTERN4 L-1 SCALE: 1"=1'-0"1'-11 3/8"TYP9'-9"BRIDGE ABUTMENT EXPANSION JOINTS - SEE STRUCTURAL 1'-10 3/4"1'-10 3/4"1'-10 3/4" 9'-9"1'-3"1'-3"SAW CUT JOINTS 1'-11 3/8" 1'-11 3/8" CONCRETE EDGE CAP COLORED CONCRETE COLORED CONCRETE WITH SPARKLE GRAIN LEGEND CONCRETE BRIDGE PATTERN 3/8" = 1'-0"P-PA-COU-041 1 12MM SS STRUT WELDED TO MID POST RAIL SUPPORTS 12MM SS STRUT WELDED TO MID POST RAIL SUPPORTS 12MM SS STRUT WELDED TO MID POST RAIL SUPPORTS RENTON CITY OF Last Saved by: USDW675573 on: Oct 26, 2023 10:26 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\03_L02.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420215 1 1 1 1 1 BRIDGE & HANDRAIL ELEVATION AND SECTIONS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT EXISTING LAKE BOTTOM SURFACE OVERLOOK ELEVATION3-SCALE: NTS OVERLOOK PLAN1L-1 SCALE: NTS OVERLOOK FRP LUMBER HANDRAIL CONCRETE TOPPING SS TWO POST RAIL SUPPORT CLADDING FASTENERS (SEE STRUCTURAL) BOTTOM OF BRIDGE GIRDER SS REINFORCING PLATE (SEE STRUCTURAL) FRP LUMBER TYP. CLADDING 1 1/2" X 7 7/16" FRP LUMBER CLADDING STEEL SUPPORT FOR CLADDING SEE OVERLOOK FRP LUMBER CLADDING 135° ANGLE AT JOINT 135° ANGLE AT JOINTS 3 1/2" (TYP) BOTTOM - SS MID POST RAIL SUPPORT, TYP HOLD PLATE 3" BACK FROM END, TYP HANDRAIL OVERLOOK BRIDGE PRE FAB SS WEBNET PANEL WITH 1 1/4" FRAME, TYP OVERLOOK CROSS SECTION2 -SCALE: NTS OHW EL 18 CONCRETE TOPPING 2 - 6 L-05 3 L-05 2 - BRIDGE & HANDRAIL SEE DRAWING L-2 FOR ELEVATIONS AND SECTIONS 3 - TOP - 1 1/4" SS MID POST RAIL SUPPORT, TYP 6'-10" O.C. 135° TYP 3"3'-0"3"OVERLOOK SS TWO POST RAIL SUPPORT, TYP GRATING GRATING CONCRETE TOPPING FRP LUMBER HANDRAIL 6' - 2 " TOP - SS MID POST RAIL SUPPORT, TYP 1 L-4 4 L-4 6'-2"2 L-4 SS MID POST RAIL SUPPORT,TYP 4 L-4 2 - INTERPRETIVE SIGN DETAIL 4 - 4 - 3 S-11 135° , TYP OVERLOOK ANGLE EDGE, TYP INTERPRETIVE SIGN FRAME MOUNTING DETAILS (REVISED) 1 1/2" = 1'-0" CROSS SECTION 3'-0 3/8" O.C. "A" CROSS SECTION SIGN AND PANEL ELEVATION (INTERIOR VIEW) RAIL PLAN TOP VIEW SIGN FRAME SECTION 1/8" SS FRAME 2'-8"2'-0 3/8"3/4", TYP1"3/16 3/16 5'-11 3/4" O.C. 4", TYP 3/16" SS SUPPORT PLATE INTERIOR FRAME EDGE 24" x 36" INTERPRETIVE SIGN (BY OTHERS) 8"1'-4 1/2"1'-10 3/4"1'-4 1/2" 1/8" SS FRAME SIGN FRAME PLAN 3/16" SS SUPPORT PLATE WELDED TO SS FRAME REMOVABLE BOTTOM PANEL W/ VANDAL RESISTANT SCREWS 1/8" SS SIGN FRAME PLATE SUPPORT 3/16" SS SUPPORT PLATE DUAL POSTS BEYOND2X3 FRP LUMBER ROUNDED SIGN FRAME WITH TAMPER PROOF STAINLESS STEEL WOOD SCREWS 2X3 FRP LUMBER SIGN FRAME WITH TAMPER PROOF STAINLESS STEEL SCREWS 1/8" x 1 1/2" x 1 1/2" SS ANGLE 1/8" x 1 1/2" x 1 1/2" SS ANGLE WELDED TO SS FRAME - SECURE FRP WITH VANDAL RESISTANT SCREWS 3/4" A- SIGN FRAME, FRP CLADDING NOT SHOWN SS FOUR POST RAIL SUPPORT, TYP TYP 1 1/4"Ø SS PIPE 1"Ø SS PIPE, TYP WEBNET FRAMEWEBNET 1/16" SS END CAP, SEAL WELD, TYP WEB NET FRP HANDRAIL SUPPORT ATTACHED TO PANEL, BEYOND WEBNET FRAME 1"Ø STD SS PIPE, MATCHING ANGLE OF FRP HANDRAIL SUPPORT PIPE 1 1/4"Ø STD SS PIPE WELDED TO FRP HANDRAIL SUPPORT PLATE TYP 3/16TYP 6" 1 1/4"Ø SS PIPE MID POST RAIL SUPPORT SS FOUR POST RAIL SUPPORT, TYP P-PA-COU-INTE-021 2 L-05 6 L-05 1-2 L-02 120° 154.9° RENTON CITY OF Last Saved by: USDW675573 on: Oct 26, 2023 10:32 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\03_L03.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. INTERPRETIVE SIGN FRAME MOUNTING DETAILS4-SCALE: NTS R-420216 1 1 1 1 1 OVERLOOK PLAN ELEVATION & SECTIONS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT SS WEBNET FRAME CLAMP PRE FAB SS WEBNET PANEL 2" SS ROUND POSTS 3x10 FRP LUMBER HANDRAIL WITH 1/2"R EDGES, WOOD GRAIN ALL SIDES SS REINFORCING PLATE - SEE STRUCTURAL SS VANDAL RESISTANT FASTENERS WATER SIDETRAIL SIDE 65°1 3/8"(TYP) 1 1/4" SS RAIL SUPPORT/WEBNET FRAME 1.5MM SS CABLE 2 " WOVEN WIRE MESH ANCHORING SLOT FOR CABLE MESH SS CLASPS NOTE: REFER TO SPECIFICATIONS FOR INSTALLATION AND MATERIAL INFORMATION. SS WEBNET 3x10 FRP LUMBER HANDRAIL 6" (4) 2" SS ROUND POSTS3" SS REINFORCING PLATE - SEE STRUCTURAL 1 1/4" SS TOP SUPPORT POST TOP SUPPORT ELEVATION ℄ SS REINFORCING PLATE - SEE STRUCTURAL FRP LUMBER HANDRAIL 65° CONNECTION TO REINFORCING PLATE 2 - SS WEBNET 65° CONNECTION TO REINFORCING PLATE 2 - MID POST RAIL SUPPORT (BEYOND)3 - 4 - PRE FAB SS WEBNET PANEL 3 - PRE FAB SS WEBNET PANEL 3 - 2 -3 1 /2" SS HANDRAIL END POST (BACKSIDE)1 L-1 L-3 SCALE: 2"=1'-0" FRP LUMBER HANDRAIL (SECTION)2 L-1 L-2 L-3 SCALE: 2"=1'-0" PRE FAB SS WEBNET PANELS3 L-1 L-2 SCALE: 2"=1'-0" SS MID POST RAIL SUPPORT4 L-1 L-2 SCALE: 2"=1'-0" SS WEBNET FRAME HOLDER WITH VANDAL RESISTANT CAP 4"TYP4'-6 3/4" 14'-11 1/2" 7'-5 3/4"7'-5 3/4"7'-5 3/4" 12'-0-1/2" 7'-5 3/4" 8'-8-1/2"14'-11 1/2" 5'-3 1/2"3'-5"7'-5 3/4" NOTES: 1.DIMENSIONS ARE APPROXIMATE TO CENTERLINE OF POSTS AND SUPPORTS. 3.PROVIDE EQUAL SPACING BETWEEN LUMBER CLADDING (FASCIA) MEMBERS - BOTTOM FASCIA IS TO BE FLUSH WITH BOTTOM OF GIRDER AND SPACE IS TO BE PROVIDED AT THE TOP FASCIA BELOW THE CONCRETE CAP OVER THE GIRDER. 4.PROVIDE 1" CLEAR SPACE BETWEEN RUNNING BOND JOINTS. BOLT PATTERN ENLARGEMENTINTERMEDIATE BOLTS FRP CLADDING IS TO BE FLUSH WITH GIRDER END 6 - ANGLES AT OVERLOOKRUNNING BOND STAGGERED JOINTS, TYP REFER TO 1/L-2 FOR TYPICAL INSTALLMENT OF FRAME HOLDER AND 1/L-4 AND S-12 FOR FRAME HOLDER ENLARGEMENTS 6"2", TYPSEE STRUCTURAL FOR BOLT FASTENERS BOLT PATTERN AT JOINT 1" GAP AT JOINT (NOT SHOWN) FRP LUMBER TYP. CLADDING LAYOUT5 L-1 SCALE: 1/2"=1'-0" BOLT PATTERN ENLARGEMENT6 -SCALE: 1 1/2"=1'-0" ℄ BRIDGE RENTON CITY OF Last Saved by: USDW675573 on: Oct 26, 2023 10:34 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\03_L04.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420217 1 RAILING DETAILS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT OVERLOOK CONCRETE BRIDGE APPROACH CONCRETE BRIDGE APPROACH EMBANKMENT BOULDERS AT EDGE OF GRAVEL SHOULDER (TYP) BRIDGE PLAN1--SCALE: HANDRAILING, TYP GRAVEL SHOULDER GRAVEL SHOULDER ASPHALT APPROACH EXISTING TRAIL ASPHALT APPROACH 7 L-7 TYP BRIDGE LANDSCAPE NOTES: 1.COORDINATE WORK SHOWN ON THIS DRAWING WITH EXISTING SITE FEATURES AND/OR PROPOSED SITE WORK. 2.VERIFY WITH THE CITY AND UTILITY COMPANIES THE LOCATIONS AND ELEVATIONS OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND VERIFY LIMITS OF WORK. CALL UTILITY LOCATE SERVICE 72 HOURS PRIOR TO CONSTRUCTION. EXERCISE CARE TO PROTECT EXISTING UNDERGROUND UTILITIES AND AVOID DISTURBING OR DAMAGING THEM. REFER TO CIVIL DRAWINGS FOR LOCATIONS. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE RESTORED AT THE CONTRACTOR'S EXPENSE. 3.ONLY REMOVE TREES IDENTIFIED IN PLANS FOR DEMOLITION DURING CONSTRUCTION. DO NOT REMOVE OTHER TREES WITHOUT THE EXPRESS WRITTEN CONSENT OF THE CITY. REFER TO CIVIL DRAWINGS FOR DEMOLITION.PRESERVE AND PROTECT EXISTING TREES TO REMAIN. 4.AVOID REMOVAL OF EXISTING NATIVE VEGETATION TO THE GREATEST EXTENT POSSIBLE. INSTALL EROSION CONTROL MEASURES ON ALL EXPOSED SOILS PER CURRENT BMP's TO PREVENT EROSION DURING CONSTRUCTION. 5.REFER TO CIVIL DRAWINGS FOR PLACEMENT OF BOULDERS AT WATER EDGE. 6.CAP EXISTING IRRIGATION DAMAGED OR EXPOSED DURING CONSTRUCTION OPERATIONS AND REPAIR WITH NEW EQUIPMENT THAT MATCHES THE EXISTING. ENSURE IRRIGATION COVERAGE TO NEW PLANTINGS. 7.SEE DRAWING L-7 FOR BOULDER DETAILS 1-2 AND DRAWING IR-1 FOR IRRIGATION PLAN. 1" = 5' feet 10550 scale PROPOSED CONCRETE PROPOSED GRAVEL RELOCATED BOULDERS ORDINARY HIGH WATER MARK EXISTING CONTOURS EXISTING LIGHT POLE EXISTING JUNCTION BOX EXISTING DECIDUOUS TREE LEGEND BRIDGE CENTERLINE GRATING RENTON CITY OF Last Saved by: USDW675573 on: Oct 26, 2023 10:35 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\03_L05.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420218 1 1 1 1 PLANTING PLAN AT BRIDGE GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT © 2020 Microsoft Corporation © 2020 Maxar ©CNES (2020) Distribution Airbus DS LAKE WASHINGTON PROPOSED BRIDGE OHP X feet 4020200 scale APPROX. 10' OFFSET EXIST. LOGS AT SHORELINE EXIST. ASPHALT PATH EDGE EXIST. CONIFER ~156' TO EDGE OF P L A N T I N G A R E A EXIST. BEACH ACCESS EXIST. WETLAND APPROX. OHWM CULTIVATE PLANT PITS OUTSIDE OF TREE ROOTS WETLAND BUFFER TREES CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS PS 5 PICEA SITCHENSIS SITKA SPRUCE 5 GAL. SL 2 SALIX LUCIDA PACIFIC WILLOW 5 GAL.STRAIGHT SINGLE STEM SHRUBS CODE QTY BOTANICAL NAME COMMON NAME SIZE REMARKS AC 9 ACER CIRCINATUM VINE MAPLE 5 GAL.3 CANES (MIN.) FP 5 FRANGULA PURSHIANA CASCARA BUCKTHORN 5 GAL. MP 2 MALUS FUSCA WESTERN CRAB APPLE 5 GAL. 100 *GAULTHERIA SHALLON SALAL 1 GAL 24" O.C. 19 *ROSA PISOCARPA CLUSTERED WILD ROSE 1 GAL 48" O.C. * THE LAST TWO SHRUBS ARE TO BE DISTRIBUTED EVENLY WITHIN THE ENTIRE PLANTING ZONE. ~2 0 ' ~20' PLANTING AREA LEGEND EXIST JUNCTION BOX EXIST LIGHT POLE EXIST TREES WETLAND BUFFER APPROXIMATE ORDINARY HIGH WATER MARK EXIST OVERHEAD POWER LINE EXIST CHAIN LINK FENCE 1.PLANTING AND MAINTENANCE SHALL CONFORM TO THE IMPLEMENTATION GUIDE FOR RESTORATION AND PERMITTING FOR LAKE WASHINGTON AND LAKE SAMMAMISH, JULY 25, 2019. 2.COORDINATE PLANTING LOCATIONS AND INSTALLATION WITH THE CITY OF RENTON CAPITAL PROJECTS MANAGER WITH PARKS PLANNING & NATURAL RESOURCES AND THE CITY URBAN FORESTER. 3.CALL 811 UTILITY LOCATE SERVICE 72 HOURS PRIOR TO IRRIGATION/PLANTING INSTALLATION. EXERCISE CARE TO PROTECT UNDERGROUND UTILITIES AND AVOID DISTURBING OR DAMAGING THEM IF PRESENT. 4.EXAMINE FINISH SURFACE, GRADES, TOPSOIL QUALITY AND DEPTH AND NOTIFY THE CITY OF RENTON REPRESENTATIVE OF ANY CONDITIONS WHICH MAY BE HARMFUL TO PLANT GROWTH. 5.THE EXISTING LAWN IN THE PROPOSED PLANTING AREA SHALL BE STRIPPED AND ROTOTILLED PRIOR TO IRRIGATION, PLANTING, AND MULCHING OPERATIONS. 6.SEE DRAWING L-7 FOR PLANTING AND TOPSOIL DETAILS 3-6. 7.TOP DRESS ENTIRE PLANTING BED AREA WITH 3-INCH LAYER OF BARK MULCH. KEEP MULCH 2-3 INCHES FROM STEMS OR TRUNKS. 8.BEAVER DETERRENT IS TO BE PROVIDED AROUND THE ENTIRE PERIMETER OF THE PLANTED AREA. 9.SEE DRAWING IR-2 FOR IRRIGATION PLAN AND MODIFICATION OF EXISTING IRRIGATION ZONES. NORTH PLANTING NOTES: NORTH PLANTING PLAN1 --SCALE: 1" = 20' ~103' ~26' PLANT SCHEDULE R-420219 1 1 RENTON CITY OF Last Saved by: USDW675573 on: Oct 26, 2023 10:38 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\03_L06.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.PLANTING PLAN NORTH AREA GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT SHRUB PLANTING SCALE: NTS 1- ROOT BALL - ROUGHEN ROOTS PRIOR TO PLANTING EXISTING SOIL MULCH DEPTH AS SPECIFIED BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL SET CROWN OF ROOTBALL 1" ABOVE FINISH GRADE PREPARED TOPSOIL A 2X'S WIDEST DIMENSION OF ROOT BALL SCARIFY SIDES AND BOTTOM SHRUB ROOT BALL - ROUGHEN ROOTS MASS PRIOR TO PLANTING EXISTING SOIL CONSTRUCT ROUND TOPSOIL BERM AT ROOT BALL PERIPHERY - BERM SHALL BE 4" ABOVE ROOTBALL SURFACE AND 8" WIDE MULCH DEPTH AS SPECIFIED ORIGINAL SLOPE SHOULD PASS THROUGH THE POINT WHERE THE TRUNK MEETS SUBSTRATE/SOIL PRIOR TO MULCHING, LIGHTLY TAMP SOIL AROUND THE ROOT BALL IN 6" LIFTS TO BRACE SHRUB - DO NOT OVER COMPACT. WHEN THE PLANTING HOLE HAS BEEN BACKFILLED, POUR WATER AROUND THE ROOT BALL TO SETTLE THE SOIL. SLOPE SIDES OF LOOSENED SOIL TOPSOIL - DIG AND TURN THE SOIL TO REDUCE THE COMPACTION TO THE AREA AND DEPTH SHOWN BOTTOM OF ROOT BALL RESTS ON EXISTING OR RECOMPACTED SOIL SECTION VIEW 2X'S WIDEST DIMENSION OF ROOT BALL SHRUB PLANTING ON SLOPE SCALE: NTS 2- DO NOT CUT LEADER, PRUNE DAMAGED WOOD PRIOR TO PLANTING CROWN 1" ABOVE GRADE 3 INCHES WOOD CHIP MULCH FIRMLY TAMP SOIL AROUND ROOT BALL SO ROOT BALL DOES NOT SHIFT NOTE: 1.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 2.TREE SHALL BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. NO MULCH SHALL COME IN CONTACT WITH THE TREE TRUNK. MATCH TOP OF ROOT FLARE TO EXISTING GRADE FINISHED GRADE NATIVE EVERGREEN TREE PLANTING DETAIL PREPARED OR NATIVE TOPSOIL 3 INCHES WOOD CHIP MULCH PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL FIRMLY TAMP SOIL AROUND ROOT BALL SO ROOT BALL DOES NOT SHIFT TOP OF ROOTBALL SHALL BE 1" ABOVE SURROUNDING GRADE FINISHED GRADE PREPARED OR NATIVE TOPSOIL NOTE: 1.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. 2.EACH TREE SHALL BE PLANTED SUCH THAT THE TRUNK FLARE IS VISIBLE AT THE TOP OF THE ROOT BALL. NO MULCH SHALL COME IN CONTACT WITH THE TREE TRUNK. SCARIFY SIDES OF PLANTING PIT NATIVE DECIDUOUS TREE PLANTING DETAIL SET TOP OF POTTING SOIL 1" ABOVE FINISHED GRADE REMOVE CONTAINER FROM ROOT BALL, ROUGHEN ROOTBALL TO LOOSEN ROOTS 3" BARK MULCH DEPTH FINISHED GRADE PREPARED OR NATIVE TOPSOIL NATIVE OR COMPACTED SOIL NOTE: 1.SCARIFY BOTTOM AND SIDES OF HOLE PRIOR TO PLANTING. FERTILIZER TABLETS NATIVE SHRUB PLANTING DETAIL BEAVER DETERRENT - LOOSELY WRAP WITH 3 FOOT HIGH, GREEN PVC COATED WELDED WIRE MESH (1"x3" OPENING) AND MAINTAIN 6" CLEARANCE ON ALL SIDES OF PLANT 2X'S WIDEST DIMENSION OF ROOT BALL 2X'S WIDEST DIMENSION OF ROOT BALL PLACE ROOT BALL ON UNEXCAVATED OR TAMPED SOIL 2X'S WIDEST DIM. OF ROOT BALL SCARIFY SIDES OF PLANTING PIT FERTILIZER TABLETS FERTILIZER TABLETS FERTILIZER TABLETS FERTILIZER TABLETS BEAVER DETERRENT - LOOSELY WRAP WITH 3 FOOT HIGH, GREEN PVC COATED WELDED WIRE MESH (1"x3" OPENING) AND MAINTAIN 6" CLEARANCE ON ALL SIDES OF PLANT RENTON CITY OF Last Saved by: USDW675573 on: Oct 26, 2023 10:40 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\03_L07.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. NATIVE EVERGREEN TREE PLANTING SCALE: NTS 3- NATIVE DECIDUOUS TREE PLANTING SCALE: NTS 4- NATIVE SHRUB PLANTING SCALE: NTS 5- PLACE BOULDERS ON FIRM BASE AND CLUSTER FOR A NATURAL APPEARANCE NOTES: 1.UTILIZE EXISTING ONSITE BOULDER AND SUPPLEMENT AS REQUIRED MATCHING TYPE AND SIZE. 2.SUPPLEMENTAL BOULDERS SHALL BE ACCEPTED BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. 3.PLACEMENT HEIGHT OF BOULDERS VARY - BOULDERS SHALL BE PLACED IN GROUND 1/3 to 1/2 OF THEIR TOTAL HEIGHT FOR SIZES ABOVE 30-42" TALL AND 1/4 HEIGHT FOR BOULDERS THAT ARE LESS THAN 24" TALL. PROVIDE VARIOUS SITTING HEIGHTS AT GRAVEL EDGE GRAVEL SHOULDER AT PATH PER CIVIL BOULDERS ON SLOPE AND NEAR PATH COMPACTED SUBGRADE EMBANKMENT BOULDERS SCALE: NTS 7L-1, L-5 BARK MULCH 14"-24"TILLER PROVIDE POSITIVE DRAINAGE 1'-0"APPLY SOIL AMENDMENTS AS RECOMMENDED BY THE SOIL ANALYSIS EVENLY SPREAD IMPORTED TOPSOIL 6" DEEP MIN. NATIVE SOIL AFTER SOD REMOVAL SOIL PREPARATION - PLANTING BED SCALE: NTS 6- NOTES: 1.IMPORT TOPSOIL TO BE SANDY LOAM SOIL FREE OF ROCKS, ROOTS, AND FOREIGN MATERIALS. 2.FERTILIZER APPLICATION SHOULD BE DELAYED IF PLANTING DOES NOT OCCUR WITHIN 2-3 DAYS OF FERTILIZING. 3.FROZEN MATERIALS OR MATERIALS GREATER THAN 1" DIA. SHOULD BE REMOVED. 4.FINISH GRADE FOR ALL PLANTING BEDS ALONG WALKS OR CURBS SHOULD BE 3" LOWER THAN THE SURFACE. R-420220 1 1 1 PLANTING AND LANDSCAPE DETAILS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT CONCRETE RELOCATED BOULDERS EMBANKEMENT BOULDERS, TYP IRRIGATION PLAN1IR-1 SCALE: PEDESTRIAN BRIDGE GRAVEL SHOULDER GRAVEL SHOULDER LEGEND ASPHALT APPRAOCH EXISTING TRAIL ASPHALT APPROACH 1" = 5' feet 10550 scale EXISTING IRRIGATION HEADS, TYP EXISTING IRRIGATION HEADS, TYP EXISTING PVC LATERAL LINE, TYP EXISTING PVC LATERAL LINE, TYP RELOCATD EXISTING IRRIGATION ELECTRICAL WIRE IN 2" CONDUIT RENTON CITY OF Last Saved by: USDW675573 on: Oct 26, 2023 9:31 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\04_IR01.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. IRRIGATION NOTES: 1.CONTRACTOR SHALL REVIEW AS-BUILT DRAWINGS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES AND EXISTING IRRIGATION SYSTEM. CONTRACTOR SHALL LOCATE HEADS, LATERALS AND IRRIGATION ELECTRICAL LINES PRIOR TO EXCAVATION OF AREAS. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY IF UTILITIES NOT SHOWN ON THE AS-BUILT DOCUMENTS ARE ENCOUNTERED. 2.IRRIGATION CONTRACTOR IS RESPONSIBLE FOR TEMPORARILY RELOCATING THE ELECTRICAL LINE (LOCATED IN A 2" CONDUIT THAT CROSSES THE EXISTING BRIDGE) TO MAINTAIN IRRIGATION SYSTEM OPERATION FROM THE EXISTING CONTROLLER. CONTRACTOR SHALL COORDINATE INTERRUPTION OF ELECTRICAL SERVICE WITH THE OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING MATERIALS AND LABOR TO PROVIDE TEMPORARY AND NEW ELECTRICAL SERVICE. ALL ELECTRICAL WORK SHALL BE PER LOCAL CODE. NEW CONNECTIONS SHALL BE MADE IN ELECTRICAL SPLICE BOXES. NEW ELECTRICAL SERVICE LINE LOCATION SHALL BE COORDINATED WITH THE BRIDGE CONTRACTOR. 3.COORDINATE WORK WITH ALL TRADES TO AVOID CONFLICTS WITH OTHER SITE IMPROVEMENTS. 4.PRESERVE AND PROTECT EXISTING TREES TO REMAIN. 5.IRRIGATION LINES IMPACTED DURING CONSTRUCTION SHALL BE FLUSHED AND CAPPED SO THAT THE SYSTEM CAN REMAIN IN OPERATION DURING CONSTRUCTION. 6.CONTRACTOR IS RESPONSIBLE FOR REPLACING EXISTING RAINBIRD IRRIGATION HEADS AND PVC LATERAL LINES WITH NEW TO MATCH EXISTING THAT ARE DISTURBED DURING CONSTRUCTION. CONTRACTOR SHALL ENSURE ADEQUATE WATER DISTRIBUTION TO NEW PLANTINGS. SEE DETAILS THIS SHEET FOR 7.AFTER REPAIRS ARE MADE, THE EXISTING IRRIGATION LINES HALL BE FLUSHED TO REMOVE ANY DEBRIS AND TO ENSURE THAT HEADS ARE OPERATING PROPERLY. 8.IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED THAT MAY BE PRESENT, SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS. 9.IRRIGATION AND ELECTRICAL SLEEVES WHERE PRESENT SHALL MATCH EXISTING. ALL SLEEVES SHALL EXTEND AT LEAST 12" BEYOND CONCRETE STRUCTURES. ALLOW AT LEAST 4" - 6" FROM END OF SLEEVES TO FIRST FITTING ON IRRIGATION LINE. ALL SLEEVES SHALL BE 24" BELOW AND BE INSTALLED PRIOR TO CONCRETE OR PAVING WORK IF REQUIRED. 10.ALL PIPES SHALL BE TRENCHED AND BEDDED ON ALL SIDES WITH ROCK FREE (3/8" MINUS) MATERIAL. IMPORT SAND IF NECESSARY. BACKFILL IN TWO OR MORE COMPACTED LIFTS. SETTLING OF TRENCHES SHALL BE BROUGHT TO FINISH GRADE. 11.SEE DRAWING IR-3 FOR IRRIGATION DETAILS. R-420221 IRRIGATION PLAN SCHEDULE & NOTES GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT NORTH IRRIGATION PLAN SCALE: 1" = 20' LAKE WASHINGTON PROPOSED BRIDGE feet 4020200 scale EXIST. ASPHALT PATH EDGE EXIST. CONIFER - HAND DIG IRRIGATION WITHIN 15' OF TREE EXIST. BEACH ACCESS APPROX. OHWM SET NEW SPRAY HEADS 6 INCHES FROM EDGE OF ASPHALT RELOCATE EXISTING ROTOR SPRAY HEAD TO EDGE OF PROPOSED NEW PLANTING AREA AND ADJUST SPRAY LIMITS TO ACCOMMODATE NEW PLANTING AREA EXISTING ROTOR SPRAY HEAD IN THIS AREA TO BE RE-ADJUSTED TO AVOID OVER WATERING PROPOSED NEW PLANTING AREA NEW BATTERY OPERATED IRRIGATION REMOTE CONTROL VALVE - CONNECT TO EXISTING 4 INCH MAINLINE 37.01 112" 12" 34" 34"1" 12" 12"2" REMOVE EXISTING ROTOR SPRAY HEADS AND CONNECTING LATERALS FROM NEW PLANTING AREA EXIST. 4" IRRIGATION MAINLINEEXIST. IRRIGATION VALVE EXIST. IRRIGATION VALVE EXIST. IRRIGATION LATERAL EXIST. IRRIGATION LATERAL 34" 34" 12"1" 1"12" 34" 114" SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY PSI DETAIL RAIN BIRD 1806-SAM-PRS 15 SERIES MPR 20 30 SHRUB SPRAY 6.0" POP-UP SPRINKLER WITH CO-MOLDED WIPER SEAL. 1/2" NPT FEMALE THREADED INLET. WITH SEAL-A-MATIC CHECK VALVE, AND PRESSURE REGULATING DEVICE. SYMBOL MANUFACTURER/MODEL/DESCRIPTION QTY DETAIL RAIN BIRD PGA GLOBE 1 1", 1-1/2", 2" ELECTRIC REMOTE CONTROL VALVE, GLOBE. IRRIGATION LATERAL LINE: PVC SCHEDULE 40 357.4 L.F. PIPE SLEEVE: PVC SCHEDULE 40 12.0 L.F. Q TQ FHT #" # Valve Number Valve Size Valve Flow Valve Callout # IRRIGATION SCHEDULE RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 4:56 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\04_IR02.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. 1.IRRIGATION AND MAINTENANCE SHALL CONFORM TO THE IMPLEMENTATION GUIDE FOR RESTORATION AND PERMITTING FOR LAKE WASHINGTON AND LAKE SAMMAMISH, JULY 25, 2019. 2.EXISTING IRRIGATION SHOWN WAS REFERENCED FROM AS-BUILT DRAWINGS THAT ARE OLD. CONTRACTOR SHALL NOTE THAT THE EXISTING IRRIGATION SHOWN MAY NOT REPRESENT ACTUAL CONDITIONS ON SITE. CONTRACTOR WILL NEED TO VERIFY THE LOCATION OF EXISTING EQUIPMENT IN THE FIELD PRIOR WITH PARKS MAINTENANCE PERSONNEL PRIOR TO MAKING THE NECESSARY IRRIGATION IMPROVEMENTS. 3.CONTRACTOR IS RESPONSIBLE TO REPAIR ALL EXISTING IRRIGATION THAT IS IMPACTED BY NEW IMPROVEMENTS AND VERIFY THAT ALL IRRIGATION ZONES WORK PRIOR TO THE PROJECT BEING DEEMED COMPLETE. 4.CALL UTILITY LOCATE SERVICE 72 HOURS PRIOR TO IRRIGATION INSTALLATION. EXERCISE CARE TO PROTECT UNDERGROUND UTILITIES AND AVOID DISTURBING OR DAMAGING THEM IF PRESENT. 5.THE EXISTING IRRIGATION CONTROLLER IS LOCATED SOUTH OF THE BRIDGE IN THE COMFORT STATION MAINTENANCE ROOM. 6.CONTRACTOR SHALL CONTACT THE CITY OF RENTON PARKS FACILITIES SUPERVISOR AND COORDINATE IRRIGATION RUN TIMES WITH THE EXISTING IRRIGATION ZONES. 7.SEE DRAWING IR-3 FOR IRRIGATION DETAILS. 8.IT IS UNCLEAR IF THE ORIGINAL IRRIGATION INSTALLATION INCLUDED SWING PIPES OR FUNNY PIPE FOR THE CONNECTION TO THE IRRIGATION HEAD. CONTRACTOR IS REQUIRED TO OBSERVE THE EQUIPMENT INSTALLATION DURING DEMOLITION AND MATCH THE EXISTING CONNECTIONS FOR CONSISTENCY. NORTH IRRIGATION NOTES:XXXXXXXXXXXXXXXXXR-420222 IRRIGATION PLAN SCHEDULE & NOTES GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 4:56 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\04_IR03.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. TRENCH DETAIL SCALE: N.T.S 3 IR-3PIPE & WIRE SLEEVING DETAIL SCALE: N.T.S. 1 IR-3 NOTE: 1.TEMPORARY SLEEVE MARKER (2X4 OR PVC PIPE) AND TEMP. PVC SLEEVE CAP. TYPICAL24"12"-18"CONCRETE, ASPHALT OR OTHER HARDSCAPE- SEE PLANS FOR CONDITIONS CONTROL WIRES SAND BACKFILL, TYP- SEE SPECIFICATIONS SUBGRADE COMPACTED BASE ROCK PVC PIPE PIPE SLEEVE, SEE PLANS FOR SIZE 1/2" REBAR MARKER (AT EACH END OF SLEEVE) WRAP WITH TRACE WIRE 4" 2" 2" MIN 2" MIN2" NOTE: 1.SLEEVE BELOW ALL HARDSCAPE ELEMENTS WITH SCHEDULE 40 PVC PIPE 2.FOR PIPE AND WIRE BURIAL DEPTHS SEE SPECIFICATIONS. 2" PVC PIPE SPACERS SET VERTICAL @ 10' O.C. SAND BACKFILL PVC MAINLINE PIPE, SEE PLANS FOR SIZE YELLOW TRACE WIRE (TYP) PVC LATERAL PIPE- SEE PLANS FOR SIZE CAUTION TAPE TOPSOIL BACKFILL FLUSH FINISH GRADE 12" FLUSH FINISH GRADE IRRIGATION ROTOR HEAD WITH CHECK VALVE SWING JOINT: 12" SWING FUNNY PIPE, BARBED ELBOWS (2), AND MARLEX STREET ELBOW LATERAL TEE OR ELBOW LATERAL PIPE ROTARY POPUP SPRINKLER HEAD SCALE: N.T.S. 2 IR-3 SPRAY HEAD4 IR-3 NTS BATTERY OPERATED CONTROLLER5 IR-3 NTS POP-UP SPRAY HEAD PVC SCH. 40 STREET ELL MARLEX STREET ELL. TO BE THE SAME SIZE AS IRRIGATION HEAD INLET. POLYETHYLENE TUBE- LENGTH AS REQUIRED (5' MAX) PVC SCH. 40 TEE OR ELL MARLEX STREET ELL LATERAL LINE PLANTING BED WITH MULCH TOP OF SPRAY HEAD SLIGHTLY ABOVE MULCH AFTER SETTING IRRIGATION CONTROLLER (HUNTER NODE-BT OR APPROVED EQUAL) AND MOUNTING HARDWARE PER PLAN BATTERY OPERATED VALVE PER PLAN VALVE BOX PER PLAN MAIN LINE PER PLAN MAIN LINE RISER PER PLAN LATERAL LINE PER PLAN DETAIL LEGEND: 1 2 3 4 5 6 9 10 5 4 GRAVEL BASE, DEPTH AS SPECIFIED FILTER FABRIC BRICK FINISHED GRADE 7 8 9 6 78 3 10 1 2 R-420223 IRRIGATION NOTES AND DETAILS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 4:58 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. CODES, SPECIFICATIONS, STANDARDS, PRACTICES 1.AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION OFFICALS (AASHTO) "LRFD GUIDE SPECIFICATIONS FOR THE DESIGN OF PEDESTRIAN BRIDGES", DECEMBER 2009. 2.AASHTO "LRFD BRIDGE DESIGN SPECIFICATIONS", NOVEMBER 2017. 3.AMERICAN CONCRETE INSTITUTE (ACI) “BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE”, ACI 318-19. 4.ACI "SPECIFICATIONS FOR STRUCTURAL CONCRETE", ACI 301-20. 5.AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC) “SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS”, AISC 360-16 6.AMERICAN WELDING SOCIETY (AWS) “BRIDGE WELDING CODE”, AWS D1.5-2020 AND "STRUCTURAL WELDING CODE - REINFORCING STEEL" AWS D1-4-2018. 7.INTERNATIONAL BUILDING CODE (IBC) 2018 EDITION 8.WASHINGTON STATE DEPARTMENT OF TRANSPORTATION “STANDARD SPECIFICATION FOR ROADS, BRIDGES, AND MUNICIPAL PUBLIC WORKS CONSTRUCTION”, 2020 EDITION. (WSDOT SPEC) DESIGN LOADS 1.DEAD LOADS: ACTUAL WEIGHT OF MATERIALS 2.UNIFORM PEDESTRIAN LIVE LOAD ON BRIDGE: 90 PSF 3.DESIGN VEHICLE: LOAD COMBINATIONS STRENGTH I: (1.25MAX,0.9MIN)DC+1.75(LL OR PED LL) STRENGTH III: (1.25MAX,0.9MIN)DC+1.0WS EXTREME EVENT I:1.0DC+1.0(LL OR PED LL) SERVICE I:1.0DC+1.0(LL OR PED LL) SERVICE II:1.0DC+1.3(LL OR PED LL) DC = DEAD LOAD OF STRUCTURAL COMPONENTS AND NON STRUCTURAL ATTACHMENTS LL = VEHICULAR LIVE LOAD PED LL = PEDESTRIAN LIVE LOAD WS = WIND ON STRUCTURE PILING 1.PIPE PILE MATERIAL: ASTM A 252, GRADE 3, YIELD STRENGTH = 50 KSI 2.COAT PIPE PILES IN ACCORDANCE WITH THE SPECIFICATIONS. REPAIR COATING IN ACCORDANCE WITH THE SPECIFICATIONS. 3.DRIVEN PILE REQUIRED CAPACITIES: TENSION: 33 KIPS (ULTIMATE) COMPRESSION: 135 KIPS (ULTIMATE), 105 KIPS (WORKING) 4.NOTIFY THE CITY IF ANY PILE IS DRIVEN BEYOND THE TOLERANCES OR DOES NOT ACHIEVE THE PILE TIP ELEVATIONS NOTED OR ON THE DRAWINGS. METAL FABRICATIONS 1.STRUCTURAL PLATES, SHAPES, AND W-SHAPES FOR BRIDGE: ASTM A 709, YIELD STRENGTH = 50 KSI. 2.HSS SECTIONS: ASTM A1085, YELD STRENGTH = 50 KSI 3.CHANNELS AND ANGLES: ASTM A36, YIELD STRENGTH = 36 KSI 4.PIPE: ASTM A53, GRADE B. 5.THREADED RODS: ASTM F1554, GRADE 55. 6.BOLTS: ASTM F3125 GRADE A325 TYPE 1 OR 3, UNLESS OTHERWISE NOTED. 7.NUTS: HEAVY HEX, ASTM A 563, GRADE SUITABLE FOR THE TYPE OF ROD. PROVIDE DOUBLE NUTS OR A HEAVY HEX NUT AND LOCK NUT. 8.WASHERS: ASTM F 844, WIDE SERIES, MAXIMUM THICKNESS. 9.SUBMIT WELD PROCEDURES AS REQUIRED PER THE SPECIFICATIONS. 10.PERFORM WELDING IN ACCORDANCE WITH AWS D1.5 USING WABO CERTIFIED WELDERS, WELDING OPERATORS, AND TACK WELDERS IN THE CERTIFIED PROCESS AND WELDING POSITION FOR THE QUALIFIED JOINT WELDING PROCEDURES. PREPARE JOINTS TO FIT PROPERLY FOR THE APPROPRIATE WELD AS INDICATED ON THE DRAWINGS. INSPECT ALL WELDS. 11.REMOVE APPLIED GALVANIZATION AND COATINGS PRIOR TO FIELD WELDING OF STEEL ELEMENTS. RESTORE GALVANIZATION AND/OR COATING AFTER COMPLETION OF FIELD WELDING. 12.COAT STEEL MATERIALS, FABRICATIONS, AND ASSEMBLIES IN ACCORDANCE WITH THE SPECIFICATIONS. 13.RESTORE COATINGS DAMAGED BY WELDING, HANDLING, OR OTHER CAUSES IN ACCORDANCE WITH THE SPECIFICATIONS. 14.SUBMIT CERTIFICATES OF COMPLIANCE FROM FABRICATORS OF PREFABRICATED STRUCTURAL STEEL MEMBERS AT THE COMPLETION OF FABRICATION AS REQUIRED PER IBC 1704.2.5 AND 1704.2.5.1. CONCRETE ANCHORS 1.MATERIAL: HILTI HIT-RE 500-SD EPOXY ADHESIVE ANCHORING SYSTEM WITH HOT-DIP GALVANIZED FASTENERS. 2.INSTALL IN ACCORDANCE WITH MANUFACTURER RECOMMENDATIONS. 3.DRILL HOLES USING A PERCUSSION DRILL WITH A CARBIDE BIT. 4.SET ANCHORS USING TEMPLATES VERIFIED WITH THE FABRICATION ANCHOR SPACING. CONCRETE 1.REINFORCED CONCRETE: MINIMUM 28-DAY COMPRESSIVE STRENGTH = 5000 PSI 2.CONCRETE IN-FILL FOR PIPE PILES: MINIMUM 28-DAY COMPRESSIVE STRENGTH = 5000 PSI 3.REINFORCING STEEL: ASTM A 706, GRADE 60, DEFORMED. 4.HEADED DEFORMED BARS: ASTM A 970 5.GROUT: ASTM C 1107, NON-FERROUS, NON-METALIC, MEETING THE FOLLOWING ADDITIONAL REQUIREMENTS. MINIMUM WORKING TIME = 30 MINUTES FLUID CONSISTENCY (ASTM C 939) = 25 TO 30 SECONDS MINIMUM COMPRESSIVE STRENGTH (28 DAYS) = 8000 PSI. 6.INSTALL CORNER BARS AT ALL CORNERS. MATCH THE NUMBER, SPACING, AND DIAMETER OF ALL HORIZONTAL REINFORCING STEEL AT THE CORNERS. 7.SUBMIT TO THE BUILDING OFFICIAL WELD PROCEDURES SPECIFICATIONS INCLUDING PROCEDURE QUALIFICATION RECORDS FOR WELD PROCEDURES NOT PREQUALIFIED BY AWS OF CONCRETE REINFORCEMENT OTHER THAT BY FILLET WELDS 8.WELD ALL REINFORCING STEEL IN ACCORDANCE WITH AWS D1.4 USING CERTIFIED WELDERS AND QUALIFIED WELDING PROCEDURES. INSPECT ALL WELDS. 9.WELD HEADED STUDS USING AUTOMATICALLY TIMED WELDING EQUIPMENT IN ACCORDANCE WITH AWS D1.1. CONCRETE (CONTINUED) 10.DETAIL REINFORCING STEEL IN ACCORDANCE WITH ACI 315. REINFORCING STEEL BEND DIMENSIONS SHOWN ARE OUT TO OUT. USE SEISMIC HOOK DETAILS FOR TIES AND STIRRUPS UNLESS OTHERWISE SHOWN ON THE DRAWINGS. 11.LAP SPLICES FOR REINFORCING STEEL THAT IS LESS THAN 40 FEET IN LENGTH IS NOT PERMITTED. REINFORCING STEEL GREATER THAN 40 FEET IN LENGTH WILL BE ALLOWED WITH A MINIMUM LAP SPLICE LENGTH OF 50 TIMES THE DIAMETER OF THE BAR. 12.PROVIDE 3-INCHES OF CONCRETE COVER UNLESS OTHERWISE SHOWN ON THE DRAWINGS. CHAMFER EXPOSED CORNERS 3/4-INCH. 13.CONSTRUCTION JOINTS SHALL HAVE A 1/4-INCH AMPLITUDE ON THE ROUGHENED SURFACE, CONTINUOUS ACROSS THE ENTIRE SURFACE. 14.CONCRETE FORMING: SEE THE SPECIFICATIONS. FILL VOIDS LEFT BY CONES AND OTHER FORMWORK HARDWARE AFTER FORMS ARE REMOVED. FOR CHAIRS, SUPPORTS, AND SPACERS TO SUPPORT REINFORCING STEEL, SEE THE SPECIFIATIONS. PROVIDE CHAIRS, SUPPORTS, AND SPACERS AT INTERVALS LESS THAN 4 FEET ON CENTER UNLESS OTHERWISE ALLOWED BY THE CITY. 15.CONCRETE FINISHING: TERMINOLOGY IS DEFINED IN ACI 301. SLAB OR TOPPING SURFACES = LIGHT BROOM FINISH W/ STRIA OF 116" FORMED SURFACES = SMOOTH FORM FINISH SURFACES RECEIVING GROUT = SCRATCH FINISH 16.CONCRETE CURING: MOIST CURE CONCRETE SURFACES OR USE AN APPROVED CURING MEMBRANE IN ACCORDANCE WITH ACI 301 UNLESS A LONGER TIME IS REQUIRED IN THE SPECIFICATIONS. 17.CONCRETE DEFECTS: REPAIR FORMED SURFACES BY REMOVING MINOR HONEYCOMBS, PITS GREATER THAN 1/2-SQUARE-INCH IN AREA OR GREATER THAN 1/4-INCH IN DEPTH, AND ALL OTHER DEFECTS AS DIRECTED BY THE CITY OR AS DESCRIBED IN THE SPECIFICATIONS OR REFERENCE DOCUMENTS. PROVIDE EDGES PERPENDICULAR TO THE SURFACE, PATCH WITH GROUT AS SPECIFIED ABOVE, AND PROVIDE A SMOOTH FORM FINISH. CONCRETE WITH EXTENSIVE HONEYCOMBING OR OTHER DEFECTS WHICH AFFECT SERVICEABILITY AND/OR STRUCTURAL STRENGTH OF THE CONCRETE ELEMENT, AS DETERMINED BY THE CITY, SHALL BE REJECTED AND REPLACED AT NO ADDITIONAL COST TO THE CITY. METAL GRATING 1.METAL GRATING SHALL BE HOT DIPPED GALVANIZED STEEL TO ASTM A 123, ADA COMPLIANT AND SUPPORT A LIVE LOAD OF 90 PSF, OR A POINT LOAD OF 8,000 LBS ON ONE SQUARE FOOT. 2.BEARING BARS SHALL BE 2 INCH HIGH BY 3/16 INCH THICK SPACED AT 1/2 INCH OC. 3.TRANSVERSE BARS SHALL BE SPACED AT 4 INCHES OC. 4.METAL GRATING SHALL BE SHOP FABRICATED BASED ON AS-BUILT STRUCTURE DIMENSIONS (FIELD CUTTING IS NOT ALLOWED). 5.HOT-DIP GALVANIZE AND APPLY NON-SKID FINISH TO GRATING AFTER FABRICATION. 6.METAL GRATING SHALL BE SHOP FABRICATED BASED ON AS-BUILT STRUCTURE DIMENSIONS (FIELD CUTTING IS NOT ALLOWED). 7.METAL GRATING FASTENERS SHALL BE MECHANICAL FASTENERS PER THE GRATING MANUFACTURER, MEETING ADA REQUIREMENTS. 8.MAXIMUM SPACING OF THE METAL GRATING FASTENERS WILL BE DETERMINED BY THE GRATING MANUFACTURER. STRUCTURAL SPECIAL INSPECTION 1.TESTING AND SPECIAL INSPECTION SHALL BE PER THE TABLES ON SHEET 1A AS REQUIRED PER THE IBC AND AISC 360-16, AND AS REQUIRED IN THE SPECIFICATIONS. HS-10 TRUCK 16,000 LBS 14'-0"6'-0" 4,000 LBS R-420224 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER2 2 2 2 2 2 2 STRUCTURAL NOTES GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT TYPE CONTINUOUS PERIODIC 1. 2. 3. 4.X - 5.- IBC TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS AND TESTS OF DRIVEN DEEP FOUNDATION ELEMENTS VERIFY ELEMENT MATERIALS, SIZES AND LENGTHS COMPLY WITH THE REQUIREMENTS - - -X X X DETERMINE CAPACITIES OF TEST ELEMENTS AND CONDUCT ADDITIONAL LOAD TESTS, AS REQUIRED. INSPECT DRIVING OPERATIONS AND MAINTAIN COMPLETE AND ACCURATE RECORDS FOR EACH ELEMENT. VERIFY PLACEMENT LOCATIONS AND PLUMBNESS, CONFIRM TYPE AND SIZE OF HAMMER, RECORD NUMBER OF BLOWS PER FOOT OF PENETRATION, DETERMINE REQUIRED PENETRATIONS TO ACHIEVE DESIGN CAPACITY, RECORD TIP AND BUTT ELEVATIONS AND DOCUMENT ANY DAMAGE TO FOUNDATION ELEMENT. - -- -- 6. 7.FOR SPECIALTY ELEMENTS, PERFORM ADDITIONAL INSPECTIONS AS DETERMINED BY THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. FOR CONCRETE ELEMENTS AND CONCRETE-FILLED ELEMENTS, PERFORM ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.3. REQUIRED SPECIAL INSPECTIONS AND TEST OF SOILS IBC TABLE 1705.6 TYPE CONTINUOUS PERIODIC 1.VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. -X 2.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. -X 3.-X 4.X - 5.PRIOR TO PLACEMENT OF COMPACTED FILL, INSPECT AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. -X 1. 2. 4. 5. 9. 10. 11. 12. 3. 6. 7. 8. REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION TYPE IBC REFERENCE INSPECT REINFORCEMENT, INCLUDING PRESTRESSING TENDONS, AND VERIFY PLACEMENT. 1908.4 REINFORCING BAR WELDING: - INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETE. VERIFY USE OF REQUIRED DESIGN MIX.1904.1, 1904.2, 1908.2, 1908.3 INSPECT PRESTRESSED CONCRETE FOR - a. APPLICATION OF PRESTRESSING FORCES; AND b. GROUTING OF BONDED PRESTRESSING TENDONS. INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.- VERIFICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS IN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED. a. VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTM A 706; b. INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM 5/16"; AND c. INSPECT ALL OTHER WELDS. INSPECT ANCHORS CAST IN CONCRETE.- a. ADHESIVE ANCHORS INSTALLED IN HORIZONTALLY OR UPWARDLY INCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS. b. MECHANICAL ANCHORS AND ADHESIVE ANCHORS NOT DEFINED IN 4.a. - PRIOR TO CONCRETE PLACEMENT, FABRICATE SPECIMEN FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONCRETE TESTS, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. 1908.10 INSPECT CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES. 1908.6, 1908.7, 1908.8 VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 1908.9 - - REMARK IBC TABLE 1705.3 CONTINUOUS PERIODIC REFERENCED STANDARD -X ACI 318: CH. 20, 25.2, 25.3, 26.6.1-26.6.3 -X ACI 318: CH. 19, 26.4.3, 26.4.4 ASTM C 172, ASTM C 31, ACI 318: 26.5, 26.12 X -ACI 318: 26.10 X - -X ACI 318: CH. 26.9 -X ACI 318: 26.11.2 -X ACI 318: 26.11.1 (b) -X AWS D1.4 ACI 318: 26.6.4 X X -X ACI 318: 17.8.2 X X ACI 318: 17.8.2.4 ACI 318: 17.8.2 X - X -ACI 318: 26.5 -X ACI 318: 26.5.3-26.5.5 QAQC 1. MANUFACTURER'S CERTIFICATIONS AVAILABLE FOR FASTENER MATERIALS AISC 360-10 CHAPTER N 2. FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS 3. PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH, IF THREADS ARE TO BE EXCLUDED FROM THE SHEAR PLANE) O P O O O O 4. PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAIL P O 6. PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER ASSEMBLIES AND METHODS USED 7. PROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS. QAQC 1. FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQUIRED) ARE POSITIONED AS REQUIRED. O O 2. JOINT BROUGHT TO SNUG-TIGHT CONDITION PRIOR TO THE PRETENSIONING OPERATION 3. FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROM ROTATING 1. DOCUMENT ACCEPTANCE OR REJECTION OF BOLTED CONNECTIONS P P QC = QUALITY CONTROL, TO BE PERFORMED BY THE FABRICATOR'S OR ERECTOR'S QUALITY CONTROL INSPECTOR QA = QUALITY ASSURANCE, TO BE PERFORMED AT THE FABRICATORS PLANT BY THE QUALITY ASSURANCE INSPECTOR O = OBSERVE ITEMS RANDOMLY P = PERFORM TASKS FOR EACH ELEMENT QAQC O O O O O O O O O O O O 1. PLACEMENT AND INSTALLATION OF STEEL DECK P P 2. PLACEMENT AND INSTALLATION OF STEEL HEADED STUD ANCHORS QAQCVERIFICATIONS AND INSPECTION 3. DOCUMENT ACCEPTANCE OR REJECTION OF STEEL ELEMENTS. P P P P VERIFICATIONS AND INSPECTION VERIFICATIONS AND INSPECTION VERIFICATIONS AND INSPECTION 5. CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, MEET APPLICABLE REQUIREMENTS VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSES DURING PLACEMENT AND COMPACTION OF COMPACTED FILL. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. FOR STEEL ELEMENTS, PERFORM ADDITIONAL SPECIAL INSPECTIONS IN ACCORDANCE WITH SECTION 1705.2. INSPECTION TASKS PRIOR TO BOLTING AISC TABLE N 5.6-1 INSPECTION TASKS DURING BOLTING AISC TABLE N 5.6-2 4. FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPECIFICATION, PROGRESSING SYSTEMATICALLY FROM THE MOST RIGID POINT TOWARD THE FREE EDGES. INSPECTION TASKS AFTER BOLTING AISC TABLE N 5.6-3 INSPECTION OF STEEL ELEMENTS OF COMPOSITE CONSTRUCTION PRIOR TO CONCRETE PLACEMENT AISC TABLE N 6.1 QAQC 1. WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE 2. MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE 3. MATERIAL IDENTIFICATION (TYPE/GRADE) P P P P O O 6. CONFIGURATION AND FINISH OF ACCESS HOLES ¹ THE FABRICATOR OR ERECTOR, AS APPLICABLE, SHALL MAINTAIN A SYSTEM BY WHICH A WELDER WHO HAS WELDED A JOINT OR MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS TYPE. O O VERIFICATIONS AND INSPECTION INSPECTION TASKS PRIOR TO WELDING AISC TABLE N 5.4-1 4. WELDER IDENTIFICATION SYSTEM ¹ 5. FIT-UP OF GROOVE WELDS (INCLUDING JOINT GEOMETRY) JOINT PREPARATION DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL) CLEANLINESS (CONDITION OF STEEL) TACKING (TACK WELD QUALITY AND LOCATION) BACKING TYPE AND FIT (IF APPLICABLE) 7. FIT-UP OF FILLET WELDS DIMENSIONS (ALIGNMENT, GAPS AT ROOT) CLEANLINESS (CONDITION OF STEEL SURFACE) TAKING (TACK WELD QUALITY AND LOCATION) O O O O O - O O 8. CHECK WELDING EQUIPMENT QAQC 1. USE OF QUALIFIED WELDERS 2. CONTROL AND HANDLING OF WELDING CONSUMABLES PACKAGING EXPOSURE CONTROL O O O O O O VERIFICATIONS AND INSPECTION INSPECTION TASKS DURING TO WELDING AISC TABLE N 5.4-2 3. NO WELDING OVER CRACKED TACK WELDS 4. ENVIRONMENTAL CONDITIONS WIND SPEED WITHIN LIMITS PRECIPITATION AND TEMPERATURE 5. WPS FOLLOWED SETTINGS ON WELDING EQUIPMENT TRAVEL SPEEDS SELECTED WELDING MATERIALS SHIELD GAS TYPE/FLOW RATE PREHEAT APPLIED INTERPASS TEMPERATURE MAINTAINED (MIN/MAX) PROPER POSITION (F, V, H, OH) O O O O 6. WELDING TECHNIQUES INTERPASS AND FINAL CLEANING EACH PASS WITHIN PROFILE LIMITATIONS EACH PASS MEETS QUALITY REQUIREMENTS O O QAQC 1. WELDS CLEANED 2. SIZE, LENGTH AND LOCATION OF WELDS O O VERIFICATIONS AND INSPECTION INSPECTION TASKS AFTER TO WELDING AISC TABLE N 5.4-3 3. WELDS MEET VISUAL ACCEPTANCE CRITERIA CRACK PROHIBITION WELD/BASE-METAL FUSION CRATER CROSS SECTION WELD PROFILES WELD SIZE UNDERCUT POROSITY P P P P 4. ARC STRIKES 5. K-AREA ¹ 6. BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) 7. REPAIR ACTIVITIES 8. DOCUMENT ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER ¹ WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN. (75 MM) OF THE WELD. P P P P P P P P P P RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:26 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_S1A.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420225 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERSTRUCTURAL SPECIAL INSPECTION TABLES GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT PLAN - REPLACEMENT BRIDGE SCALE: ELEVATION - REPLACEMENT BRIDGEA -SCALE: 1" = 5' feet 10550 scale 1" = 5' feet 10550 scale A - ℄ ABUTMENT 2 METAL GRATING OVERLOOK EXIST LIGHT POLE TO REMAIN, TYP ACP APRON, TYP HANDRAILING, TYP EL 24.3' OHW EL 18.0 APPROX ML @ FACE OF BRIDGE ACP APPROACH, TYP OVERLOOK STEEL PIPE PILE, TYP REPLACE EXIST RIP-RAP W/ IN PREVIOUS FOOTPRINT, TYP GIRDER W/ FRP LUMBER CLADDING HANDRAILING CONC TOPPING OVER GIRDER CONC ABUTMENT, TYP EL 24.3' NOTE: FRP LUMBER CLADDING NOT SHOWN, SEE LANDSCAPE DRAWINGS FOR CLADDING LAYOUT 10'-0" CLEARBETWEEN RAILING3'-0"105'-8" BACK TO BACK OF ABUTMENTS 101'-9" CONC END SLAB, TYP ℄ ABUTMENT 1 METAL GRATING EXIST HANDHOLE TO REMAIN, TYP RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:27 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420226 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERBRIDGE PLAN & ELEVATIONS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT OHW OHWOHWOHWWOHWOHWOHWOHW OHW OHWOHWHWOHWOHW 90°℄ PILES WP2 FOUNDATION PLAN1 -SCALE: ℄ BRIDGE ℄ PILES A -5'-4 1/2"5'-4 1/2"℄ ABUTMENT 2 ℄ ABUTMENT 1 5'-4 1/2"5'-4 1/2"1/4" = 1'-0" feet 8440 scale 90°WP1 B - B - 18.34 -35.16 WP EASTING NORTHING WP2 1301793.2818 189457.1240 WORK POINT COORDINATES WP1 1301827.3032 189361.2657 18.34 -35.03 18.34 -35.16 18.34 -34.67 18.34 -34.75 18.34 -34.75 DETAIL - PAVEMENT SEAT1 -SCALE: NOTE: FOR ALL DETAILS NOT SHOWN SEE B - 1" = 1'-0" feet 2110 scale6"6 1/2"10"10" 18"Ø x 1/2" STEEL PILE, TYP CONC BACKWALL 7'-0"7'-0" CONC GIRDER STOP, TYP ℄BEARING 5'-4 1/2"5'-4 1/2" SECTION - CONC ABUTMENTB -SCALE: ELEVATION - CONC ABUTMENTA -SCALE: ℄BEARING BLOCKOUT FOR WL 1/2" = 1'-0" feet 4220 scale 1/2" = 1'-0" feet 4220 scale 18"Ø STEEL PILE OPTIONAL CJ ℄ PILE 1'-11 3/4"1'-11 3/4" 1'-11 3/8" EL 24.3 CONC BACKWALL BRIDGE BEARING CONC PILE CAP GRAVEL BACKFILL FOR WALLS ACP TRAIL 2'-0" 1'-11 3/8" ℄GIRDER STOP ℄GIRDER STOP℄GIRDER STOP ℄GIRDER STOP 3'-1" ℄BRIDGE & BEARING (SYM) 1'-1 3/4"1'-1 3/4"2'-6"3'-8 1/2"10"10"1'-0"MATCH ACP TRAIL SLOPE, SEE CIVIL DRAWINGS SEE FOR PAVEMENT SEAT 1 - NOTE: FOR REINFORCEMENT DETAILS SEE A S-10 BLOCKOUT FOR ELECTRICAL RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:29 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420227 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER1 1 1 FOUNDATION PLAN AND SECTIONS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT PLAN - BRIDGE FRAMING1 -SCALE: ℄ DIAPHRAGM ℄ DIAPHRAGM ℄ BRIDGE GRATING SUPPORT @ 2'-0" MAX SP, TYP A - C - CONC ABUTMENT, TYP OVERLOOK FRAMING, SEE A S-6 1" = 4' feet 8440 scale ℄ END DIAPHRAGM ℄ DIAPHRAGM ℄ END DIAPHRAGM℄ DIAPHRAGM℄ DIAPHRAGM 21'-1 1/4"21'-9 3/4"4'-7 1/2"4'-7 1/2"21'-9 3/4"21'-1 1/4" 101'-5 1/4" END TO END STEEL GIRDER 42'-3 1/2"42'-3 1/2"4'-4 1/2"8'-0 3/4"4'-4 1/2"4'-4 1/2"6'-2" ℄ DIAPHRAGM ℄ GIRDER℄ GIRDER℄ GIRDER℄ BRIDGENOTES: FOR GIRDER CAMBER REQUIREMENTS SEE A S-5 5'-4 1/2"5'-4 1/2"STEEL GIRDER 3 STEEL GIRDER 2 STEEL GIRDER 1 SEE TYP7 S-8 SEE TYP 7 S-8 SYMA S-6 1 S-7 GRATING SPAN DIRECTION, TYP 8 S-8 SEE OPP, TYP 1 S-9SEE TYPB - B S-6 SECTION - END DIAPHRAGM A -SCALE: SECTION - DIAPHRAGM B -SCALE: SECTION - DIAPHRAGM C -SCALE: 6" = 1'-0" inches 4220 scale 6" = 1'-0" inches 4220 scale 6" = 1'-0" inches 4220 scale SEE TYP3 S-8 NOTE: FOR DETAILS NOT SHOWN SEE A - NOTE: FOR DETAILS NOT SHOWN SEECONC ABUTMENT STEEL PILE, TYP GIRDER STOP, TYP BOT OF FLANGE STEEL GIRDER, TYP C8x18.75, TYP 1'-6"1'-1 1/2"SEE TYP1 S-8 SEE TYP4 S-8 CONC BRIDGE END SLAB SEE SIM3 S-8SEE TYP2 S-8 2 1/2" CL TYP℄ C8℄ C8GRATED DECKING STEEL GIRDER, TYP C8x18.75, TYP 2'-3 1/4"6 1/2"SEE TYP5 S-8 SEE TYP6 S-8 NOTE: FOR DETAILS NOT SHOWN SEE A -℄ C8℄ C8GRATED DECKING, TYPC8x18.75, TYP STEEL GIRDER, TYP EXTERIOR OVERLOOK BEAM INTERIOR OVERLOOK BEAM 2'-3"6 1/2"B - CONC TOPPING, TYP CONC TOPPING, TYP 8" WATERMAIN 8" WATERMAIN2'-7 1/4"℄ C8℄ C8R-420227 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERRENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:30 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. 1 FRAMING PLAN GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT 0 TOTAL DEAD LOAD CAMBER FABRICATE TO THIS LINE DIM A DIM BGIRDER 1 0 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 0.000 DIM A DIM BGIRDER 2 DIM A DIM BGIRDER 3 TOTAL 0.000 TOTAL TOTAL CAMBER DIAGRAM - STEEL GIRDERS NTS A S-4 FINAL PROFILE GRADE ELEVATION AT TOP OF WEB 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 NOTES: ℄ BEARING ℄ BEARING DEFLECTION DUE TO STEEL WEIGHT ONLY (DIM A IN TABLE) GIRDER CAMBER SCHEDULE 0.1 0.702 0.567 0.529 0.491 1.269 1.199 1.125 1.324 1.070 1.261 0.999 1.195 0.927 2.394 2.260 2.122 1.804 1.460 1.718 1.363 1.629 1.265 3.265 3.080 2.894 2.109 1.709 2.008 1.594 1.905 1.481 3.818 3.602 3.386 2.214 1.794 4.008 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.670 1.675 3.782 2.108 0.634 1.555 3.556 2.001 2.109 1.709 2.008 1.594 1.905 1.481 3.818 3.602 3.386 1.804 1.460 1.718 1.363 1.629 1.265 3.265 3.080 2.894 1.324 1.070 1.261 0.999 1.195 0.927 2.394 2.260 2.122 0.702 0.567 0.529 0.491 1.269 1.199 1.125 0.670 0.634DIM BCAMBER POINTS 1.FOR THE PURPOSE OF MEASURING CAMBER TOLERANCES AT THE TIME OF SHOP ASSEMBLY, ASSUME GIRDER TOP FLANGES ARE FLUSH WITH BOTTOM OF DECK. 2.THE CAMBER DIAGRAM IS BASED UPON THE CONCRETE TOPPING PLACEMENT IN ONE CONTINUOUS POUR FROM END TO END OF GIRDER. 3.DIMENSION B INCLUDES THE EFFECTS OF THE DECK AND RAILING. IT DOES NOT INCLUDE THE EFFECTS OF PROFILE GRADE. RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:31 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420228 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERCAMBER DIAGRAM GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT SECTION - EXTERIOR GIRDERC -SCALE: 1"=1'-0" PL 1/2 W36x160 ℄ GIRDER 3/8TYP SECTION - EXTERIOR GIRDERD -SCALE: 1"=1'-0" PL 1/2 W36x160 ℄ GIRDER 3/8TYP 2" CLR 1 1/2" CLR TYPHANDRAIL BASE PL, SEE LANDSCAPE DRAWINGS FOR LOCATION, SEE S-12 FOR DETAILS 4"3"3/4" CHAMFER, TYP #3 @ 4" OC 3"3" 1/2"x2" WELDED STUD, TYP CONC BRIDGE END SLAB HANDRAIL BASE PL, SEE LANDSCAPE DRAWINGS FOR LOCATION, SEE S-12 FOR DETAILS2" CLR 4"3"3/4" CHAMFER, TYP 3"3" 1/2"x2" WELDED STUD, TYP (3) #4 CONT BARS, EQ SPA SECTION - INTERIOR GIRDERE -SCALE: 1"=1'-0" W36x160 ℄ GIRDER 3/8TYP SECTION - INTERIOR GIRDERF -SCALE: 1"=1'-0" W36x160 ℄ GIRDER 3/8TYP1 1/2" CLR TYP4"3"3/4" CHAMFER, TYP #3 @ 4" OC 3"3" 1/2"x2" WELDED STUD, TYP CONC END SLAB PL 1x12 STEEL GRATING PL 1/2 PL 1/2 DETAIL - GIRDER DAP1 -SCALE: 1"=1'-0"R 5" , TYP2"CJP PL 1 1'-0" 6 1/4" PL 1/2 CJP CJP ℄℄℄℄R 5" , TYP2"PL 1 1'-0" 6 1/4"CJP ℄ ABUTMENT ℄ PILES ℄ ABUTMENT ℄ ABUTMENT ℄ PILES ℄ ABUTMENT ELEVATION - EXTERIOR GIRDERA S-4 SCALE: 1/2"=1'-0" ELEVATION - INTERIOR GIRDERB S-4 SCALE: 1/2"=1'-0" END SLAB 5'-8 1/4" END SLAB 5'-8 1/4" CONC TOPPING 3", TYP 1/2"Ø WELDED STUDS @ 8" OC C - 3", TYP1/2"Ø WELDED STUDS @ 8" OC C - END DIAPHRAGM, TYP DIAPHRAGM, TYP EXPANSION JOINT, SEE TYP2 S-12 GRATING SUPPORT, TYP END SLAB 5'-8 1/4" END SLAB 5'-8 1/4" METAL GRATING 3", TYP 1/2"Ø WELDED STUDS @ 8" OC E - 3", TYP1/2"Ø WELDED STUDS @ 8" OC END DIAPHRAGM DIAPHRAGM, TYP EXPANSION JOINT, SEE TYP2 S-12 GRATING SUPPORT, TYP TYP E - F - 1/2" = 1'-0" feet 4220 scale 1/2" = 1'-0" feet 4220 scale SEE TYP1 - ℄ PILES TYP D - ℄ PILES MAX GRATING SUPPORT SPACING FROM END OF GRATING IS 6", TYP RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:34 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420230 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERGIRDER ELEVATION & SECTIONS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT ℄ GIRDER ELEVATION - OVERLOOK2 -SCALE: 1 1/2"=1'-0" ℄ GIRDER ℄ BEAM HP12x53 PL 3/8 METAL GRATING 3/8 HANDRAIL BASE PL, SEE LANDSCAPE DRAWINGS FOR LOCATION, SEE S-12 FOR DETAILS HANDRAIL BASE PL, SEE LANDSCAPE DRAWINGS FOR LOCATION, SEE S-12 FOR DETAILS, TYP SECTION - OVERLOOK FRAMINGA -SCALE: 1 1/2"=1'-0" EXTERIOR STEEL GIRDER 1'-3"1'-0" MIN LAP SPLICE SPLICED #4 UNDER CONC CAP REINF 2" CLR EXTERIOR STEEL GIRDER CJPEXTERIOR OVERLOOK BEAM 3"1/2"Ø WELDED STUDS @ 8" OC 3" #4 CONC CAP REINF #4 3/4" CHAMFER, TYP4"CJP B - DAPPED BEAM END, SEE 3 - STEEL GRATING, TYP 1 3/4" 2'-10" L3X3, GRATING SUPPORT C - EXTERIOR OVERLOOK BEAM DIAPHRAGM ℄ BEAM HP12x53 PL 3/8 3/8TYP CONC TOPPING 1/2"Øx2" HEADED STUD, TYP HANDRAIL BASE PL, SEE DRAWING S-12 SIM 3/8" MAX STEEL GRATING 5/16 SECTION - EXTERIOR OVERLOOK BEAMB -SCALE: 1 1/2"=1'-0" SECTION - INTERIOR OVERLOOK BEAMC -SCALE: 1 1/2"=1'-0"L5x3x3/8 L3x3x3/8 5/163 SIDES 1-1/2" = 1'-0" inches 16880 scale 1-1/2" = 1'-0" inches 16880 scale 1-1/2" = 1'-0" inches 16880 scale 1-1/2" = 1'-0" inches 16880 scale SIM ℄ GIRDER R3/4" 3" DETAIL - DAPPED INTERIOR BEAM3 -SCALE: 1 1/2"=1'-0"2"EXTERIOR STEEL GIRDER INTERIOR OVERLOOK BEAM INTERIOR OVERLOOK BEAM 1-1/2" = 1'-0" inches 16880 scale STIFFFENER PL 1/2" CENTERED ON OVERLOOK BEAM STIFFFENER PL 3/8" CENTERED ON OVERLOOK BEAM CONC TOPPING 1/4 CJP MECHANICAL STEEL GRATING FASTENER MECHANICAL STEEL GRATING FASTENER TYP PLAN - OVERLOOK FRAMING1 S-4 SCALE: 3/4"=1'-0" 2 - B - A - 3/4" = 1'-0" feet 2110 scale1 3/4"2'-10"C - L5x3 CJP ALL AROUND, TYP ℄ OVERLOOK (SYM) 5 1 / 4 " 3' - 6 " HANDRAIL BASE PL, SEE LANDSCAPE DRAWINGS FOR LOCATION, TYP DIAPHRAGM, TYP GRATING SUPPORT, TYP #4, TYP ℄ BRIDGE GRATING SPAN DIRECTION, TYP NOTES: 1. WELDED STUDS NOT SHOWN 2. STEEL GRATING NOT SHOWN RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:35 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420231 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER1 OVERLOOK PLAN ELEVATION & SECTIONS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT DETAIL - DIAPHRAGM CONNECTION 11 S-4 SCALE: 2"=1'-0" DETAIL - DIAPHRAGM SUPPORT CONNECTION 33 S-4 SCALE: 2"=1'-0" DETAIL - DIAPHRAGM CONNECTION 22 S-4 SCALE: 2"=1'-0" ℄ GIRDER (SYM) STEEL INTERIOR GIRDER C8x18.75, TYP STEEL GRATING 6 1/2"1"1'-4 1/8"1 3/4"3"2 1/4"3"3" 3/4" BOLT W/ WASHER, TYP DETAIL - DIAPHRAGM CONNECTION 34 S-4 SCALE: 2"=1'-0" DETAIL - DIAPHRAGM CONNECTION 45 S-4 SCALE: 2"=1'-0"DETAIL - DIAPHRAGM CONNECTION 56 S-4 SCALE: 2"=1'-0" PLASTIC LUMBER FACING STEEL GIRDER STEEL GRATINGCONC TOPPING C8x18.75 PL 1/2x6x0'-6"4 1/2"1 1/2"1 3/4"2 1/2"1 1/2" 3" 1 1/2" BOLT 3/4"Ø W/ WASHER, TYP DETAIL - GRATING SUPPORT CONNECTION7 S-4 SCALE: 2"=1'-0" CJP, TYP DETAIL - GRATING SUPPORT CONNECTION8 S-4 SCALE: 2"=1'-0" ℄ GIRDER (SYM) STEEL INTERIOR GIRDER C8x18.75, TYP STEEL GRATING PL 1/2x6x0'-6", TYP 1 3/4"2 1/2"1 1/2"3"1 1/2" 3/4" BOLT W/ WASHER, TYP3 3/4"5/16 5/16TYP 5/16 5/16 3 3/4"PLASTIC LUMBER FACING STEEL GIRDER L3x3x3/8 CONC END SLAB C8 DIAPHRAGM PL 1/2"4 7/8"6 5/8"1"1 3/4"3"3"3" BOLT 1"Ø W/ WASHER, TYP BOLT 3/4"Ø W/ WASHER2 1/4"CJP 1 3/8" 2 1/4" 1 3/8"1 3/4"3"2 1/4"3"3"6 1/2"10" C8x18.75 1 1/8"STEEL GIRDER PLASTIC LUMBER FACING C8x18.75, TYP DIAPHRAGM PL 1/2", TYP L3x3x3/8, TYP 1 1/8"6 1/2"4 7/8"1 3/4"8 1/4" 1 3/8" ℄ GIRDER (SYM) 2 1/4" 3"3"3"1 3/4"1"Ø BOLT W/ WASHER, TYP 3/4"Ø BOLT W/ WASHER, TYP 2 1/4" CJP, TYP 8.5°1 3/8" PLASTIC LUMBER FACING STEEL GIRDER STEEL GRATING L3x3x3/8 CONC TOPPING C8x18.75 8 1/4"1 3/4"10 5/8"2"1 1/8"1 3/4"3"2 1/4" 3"3" BOLT 1"Ø W/ WASHER, TYP BOLT 3/4"Ø W/ WASHER1 3/8 " 2 1/4 " 1 3/8 "2 1/4"℄ GIRDER (SYM) C8x18.75, TYP L3x3x3/8, TYP 1 1/8"10 5/8"4 7/8"1 3/4"8 1/4" 3"3"3"1 3/4"1"Ø BOLT W/ WASHER, TYP 3/4"Ø BOLT W/ WASHER, TYP 1 3/8" 2 1/4"1 3/8"20.3°1/4 1/4 8 3/4"1 3/4" NOTE: FOR DETAILS NOT SHOWN SEE 1 - NOTE: FOR DETAILS NOT SHOWN SEE 1 - NOTES: 1.SLOT GIRDER PL 1/2 AND WELD DIAPHRAGM PL 1/2 TO W36 STEEL GIRDER 2.MAXIMUM GAP BETWEEN CHANNEL AND GIRDER IS 1/4" CJP NOTE: FOR DETAILS NOT SHOWN SEE 1 -3/4" BOLT W/ WASHER, TYP 6 1/2" CJP 8 3/4" STEEL GIRDER NOTE: FOR DETAILS NOT SHOWN SEE 1 - NOTE: MAXIMUM GAP BETWEEN CHANNEL AND GIRDER IS 1/4" NOTE: MAXIMUM GAP BETWEEN CHANNEL AND GIRDER IS 1/4" DIAPHRAGM PL 1/2", TYP DIAPHRAGM PL 1/2" DIAPHRAGM PL 1/2" DIAPHRAGM PL 1/2", TYP ℄ GIRDER ℄ GIRDER RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:36 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420232 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER1 SECTIONS & DETAILS - SHEET 1 GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT 1 1/2" 3" 1 1/2" 3 1/2" 3" 1 1/2"1 3/4"2 1/2"1 3/4"PL 1/2" 1/4" MAX, TYP C8, TYP BOLT 3/4"Ø W/ WASHER, TYP SECTION - GRATING SUPPORTSC -SCALE: 2"=1'-0" METAL BAR GRATING 2" = 1'-0"scale inches 12606 1 1/2" 3" 1 1/2" 3 1/2" 3" 1 1/2"1 3/4"2 1/2"1 3/4"PL 1/2" 1/4" MAX, TYP C8, TYP BOLT 3/4"Ø W/ WASHER, TYP SECTION - GRATING SUPPORTSC -SCALE: 2"=1'-0" METAL BAR GRATING 2" = 1'-0"scale inches 12606 GIRDER, TYP C8, GRATING SUPPORT, TYP 4'-0" MAX℄ C8 ℄ C8 A - B - NOTE: GRATING NOT SHOWN GRATING SPAN DIRECTION, TYP SEE TYP3 S-8 GRATED DECKING STEEL GIRDER, TYP C8x18.75, TYP SEE TYP5 S-8 SEE TYP6 S-8 ℄C8℄C8CONC TOPPING, TYP 8" WATERMAIN SEE TYP8 S-8 GRATED DECKING STEEL GIRDER, TYP C8x18.75, TYP SEE TYP7 S-8 ℄ C8CONC TOPPING, TYP 8" WATERMAIN PLAN - GRATING SUPPORT1 S-4 SCALE: 3/4"=1'-0" PLAN - SECTION AT DIAPHRAGMSA -SCALE: 3/4"=1'-0" PLAN - SECTION AT GRATING SUPPORT CHANELSB -SCALE: 3/4"=1'-0" C -1'-1"2'-0 3/4"EDGE OF GIRDER 1'-1"2'-0 3/4"℄ C8℄ C8℄ C8℄ C8EDGE OF GIRDER1'-8 1/4"NOTE: FOR DETAILS NOT SHOWN SEE B S-4 C -TYP C -TYP 3/4" = 1'-0"scale feet 4202 3/4" = 1'-0"scale feet 4202 3/4" = 1'-0"scale feet 4202 RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:58 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420233 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER1 SECTIONS & DETAILS - SHEET 2 GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT PLAN ELEVATION1'-2"(5/16)8 (5/16)8 3"8"WELD3"#8 HEADED BAR. SPACE AROUND INSIDE OF PILE TO AVOID INTERFERENCE W/LONGITUDINAL & TRANSVERSE REINFORCEMENT (10 BARS EA PILE) TOUCH UP PILE COATING AFTER WELDING (SEE SPECIFICATIONS) DETAIL - PILE CONNECTION2 -SCALE: 1"=1'-0"OFFSET EVERYOTHER HEADEDDOWEL 2" MAXNOTE: COAT ALL PILING IN ACCORDANCE WITH THE SPECIFICATIONS. COATING SHALL EXTEND FROM CUT-OFF TO 15' BELOW MUDLINE. SUBMIT PILE ORDER/COATING LIST TO CITY FOR APPROVAL. 18"Ø PILE CJ ℄ PILE CONC BACKWALL BRIDGE BEARING CONC PILE CAP 3'-3"FILL PILE W/ CONC3" TYPPILE CUT-OFF ELEV 2 - ELEVATION - ABUTMENT REINFORCMENTA S-3 SCALE: 3/4"=1'-0" SECTION - ABUTMENT REINFORCEMENTB -SCALE: 3/4"=1'-0" DETAIL - PILE CONNECTION1 -SCALE: 3/4"=1'-0" 18"Ø PILE, TYP CONC BACKWALL ℄BRIDGE & BEARING (SYM) B - FOR PILE CONNECTION DETAILS, SEE TYP PAVEMENT SEAT #5 BACKWALL STIRRUPS @ 8" OC (6) #8 (6) #8 ALTERNATE ENDS 3" CLR, TYP 3" CLR, TYP(2) #8 EQ#5 @ 8" OC #5, TYP #5 @ 8" #5 PILE CAP STIRRUPS @ 8" OC COORDINATE STIRRUP & LONGITUDINAL BAR LOCATION W/ PILE CONNECTION TO AVOID INTERFERENCE 1 -FOR PILE CONNECTION DETAILS SEE 4'-0"3'-0 1/2"BLOCKOUT FOR WL, SEE 1 S-11 10-#8 HEADED DOWELS, SEE GIRDER STOP COORDINATE STIRRUP & LONGITUDINAL BAR LOCATION W/ PILE CONNECTION TO AVOID INTERFERENCE END GIRDER STOP, SEE 2 S-11 CENTER GIRDER STOP, SEE 3 S-11 END GIRDER STOP, SEE SIM2 S-11 1 - A S-11TYP (3) #8 EQ1'-9" NOMINALBETWEEN GIRDER STOPS RECESS CONC DOWN 1" FOR WL 1'-3 3/4" 2 1/2"Ø BLOCKOUT FOR CONDUIT 1'-2"R-420234 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER2 RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:58 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT.SECTIONS & DETAILS - SHEET 3 GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT ELEVATIONSECTION DETAIL - GIRDER STOP PAD4 -SCALE: COUPLE NUT TACK WELD TO PL 8" MIN EMBEDCONC GIRDER STOP 2" = 1'-0" inches 8440 scale PL 1/2x10x1'-6" 1/2" 3/4" CHAMFER, TYP 3"1'-0"3" CONC BACKWALL CONC GIRDER STOP 3"4"3"3/4"Ø BOLT, TYP 3"Ø COUNTERBORE, TYP 1 1/2" UHMW PE3 3/4"OPTIONAL CJ OPTIONAL CJ ELEVATIONSECTION DETAIL - GIRDER STOP PAD4 -SCALE: COUPLE NUT TACK WELD TO PL 8" MIN EMBEDCONC GIRDER STOP 2" = 1'-0" inches 8440 scale PL 1/2x10x1'-6" 1/2" 3/4" CHAMFER, TYP 3"1'-0"3" CONC BACKWALL CONC GIRDER STOP 3"4"3"3/4"Ø BOLT, TYP 3"Ø COUNTERBORE, TYP 1 1/2" UHMW PE3 3/4"OPTIONAL CJ OPTIONAL CJ DETAIL - END GIRDER STOP2 S-10 SCALE: DETAIL - CENTER GIRDER STOP3 S-10 SCALE: PILE CAP STIRRUPS, TYP 18"Ø PILE (2) #5 CONC GIRDER STOP (5) #5 @ EQ SPA SECTION - GIRDER STOPA S-10 SCALE: OPTIONAL CJ CONC GIRDER STOP CONC BACKWALL #5 #5 LONG, TYP BACKWALL STIRRUP PILE CAP LONG BAR, TYP PILE CAP STIRRUP PILE CAP LONG BAR 2'-0" EMBEDMENTMINPILE CAP STIRRUPS, TYP 18"Ø PILE PILE CAP LONG BAR (2) #5, TYP CONC GIRDER STOP, TYP (5) #5 @ EQ SPA, TYP 2'-0" EMBEDMENTMIN2" CLR2" CLR 2" CLR, TYP2" CLR, TYP 1-1/2" = 1'-0" inches 16880 scale 1-1/2" = 1'-0" inches 16880 scale 1-1/2" = 1'-0" inches 16880 scale GIRDER STOP PAD, SEE 4 - GIRDER STOP PAD, SEE 4 - ELASTOMERIC BEARING ELASOMERIC BEARING W/ LEVELING GROUT PAD SYM #5 HAIRPINS 1 S-12 1 S-12OPTIONAL CJ OPTIONAL CJ, TYP CONC BACKWALL DETAIL - UTILITY BLOCKOUT1 S-10 SCALE: BACKWALL STIRRUP, TYP LONG BAR, TYP PILE CAP STIRRUPS PILE CAP LONG BAR 2" CLR, TYP 18"Ø BLOCKOUT WATER MAIN, SEE CIVIL DRAWINGS FOR DETAILS (2) #5 x5'-0" AT 45° AT EA SIDE OF OPENING AS SHOWN, CENTER ON OPENINGS (8 BARS EA FACE) STOP BACKWALL STIRRUPS & LONG BARS 2" CLR AT INTERFERENCE W/ BLOCKOUT 1" = 1'-0" feet 2110 scale DETAIL - UTILITY BLOCKOUT1 S-10 SCALE: BACKWALL STIRRUP, TYP LONG BAR, TYP PILE CAP STIRRUPS PILE CAP LONG BAR 2" CLR, TYP 18"Ø BLOCKOUT WATER MAIN, SEE CIVIL DRAWINGS FOR DETAILS (2) #5 x5'-0" AT 45° AT EA SIDE OF OPENING AS SHOWN, CENTER ON OPENINGS (8 BARS EA FACE) STOP BACKWALL STIRRUPS & LONG BARS 2" CLR AT INTERFERENCE W/ BLOCKOUT 1" = 1'-0" feet 2110 scale RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 9:59 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_S11.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420235 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER2 2 2 2 2 2 SECTIONS & DETAILS - SHEET 4 GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT CONC ABUTMENT STEEL GIRDER EXPANSION JOINT SEE NOTES 2 1/2" TO 3" SEE NOTE 1 CONC END SLAB DETAIL - EXPANSION JOINT2 S-6 SCALE: 6"=1'-0" EXPANSION JOINT NOTES: 1.FIELD VERIFY SEAL/CONCRETE DIMENSIONS AND VERIFY SELECTED EXPANSION JOINT TOLERANCESES WITH MANUFACTURER PRIOR TO ORDERING. 2.EXPANSION JOINTS ARE WATSON BOWMEN ACME CORP "JEENE 75FW" (716-691-7566). 3.SUBMIT MANUFACTURER'S WRITTEN INSTALLATION PROCEDURE. 4.INSTALL EXPANSION JOINT IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN RECOMMENDATIONS. FRP CLADDING PER LANDSCAPE DRAWINGS 1 1/2"Ø WASHER, TYP 2"TYPA - 3/8"BUTTON HEAD HEX DRIVE SCREW,TYP FRP CLADDING 1 1/2" 1 3/8"Ø COUNTERBORE W/ 3/4"Ø THROUGH HOLE, TYP 1/8"1 3/8"1 1/2"Ø WASHER, TYP 3/8"BUTTON HEAD HEX DRIVE SCREW,TYP 3/8" STEEL ROUND BASE WELD NUT, TYP TYP DETAIL - FRP CLADDING CONNECTION3 L-4 SCALE: 6"=1'-0" SECTION - FRP CLADDING CONNECTIONA -SCALE: 6"=1'-0" PL 3/4x14x1'-2", VULCANIZE TO ELASTOMERIC PAD ℄ GIRDER ℄ BEARING 5/16 CONC ABUTMENT, TYP STEEL GIRDER 1/4" TYP3 3/4"1/4"TYP1/2"INNERLAYER, TYP(6) 1/8" STEEL SHIM 12x12 ELASTOMERIC BEARING PAD BEARING PAD NOTES: 1.BEARINGS SHALL NOT BE PLACED AT TEMPERATURE GREATER THAN 85 DEGREES FAHRENHEIT. 2.DURING FIELD WELDING THE TEMPERATURE OF THE STEEL ADJACENT TO THE BEARING MUST BE KEPT BELOW 250 DEGREES FAHRENHEIT. 3.GIRDER STOPS AND INTERIOR GIRDER GROUT PAD NOT SHOWN. DETAIL - ELASTOMERIC BEARING PAD1 S-11 SCALE: 6"=1'-0" BEARING DESIGN TABLE AASHTO METHOD B DESIGN SERVICE I LIMIT STATE DEAD LOAD (DL) REACTION 28 KIPS LIVE LOAD (LL) REACTION 20.5 KIPS UNLOADED HEIGHT 3.75 INCHES LOADED HEIGHT (DL)3.724 INCHES SHEAR MODULUS (DUROMETER 60)150 PSI 3 SIDES TYP RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 10:00 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_S12.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420236 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER2 2 2 SECTIONS & DETAILS - SHEET 5 GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT WEB NET PANEL NOTE: FOR ALL DETAILS NOT SHOWN SEE LANDSCAPE DRAWINGS 2"Ø SS ROUND POSTS RAIL SUPPORTS, TYP 3/8"Ø SS TAMPER-RESISTANT BUTTON HEAD TORX SCREW W/ WASHER , TYP 1 1/2" 6 1/2"1 1/2"6 1/2"1 1/2"1 1/2"R1 1 / 2 " , T Y P SS PL 3/8" SS 3/8" END CAP PLATE, TYP 1/4TYP 5/16TYP DETAIL - STAINLESS STEEL END POST RAIL BASE PLATE1 S-2 SCALE: 3"=1'-0" A - SIM DETAIL - STAINLESS STEELTWO POST RAIL BASE PLATE2 S-2 SCALE: 3"=1'-0" CONC CAP 2"Ø SS ROUND POSTS RAIL SUPPORTS, TYP 3/8"Ø SS TAMPER-RESISTANT BUTTON HEAD TORX SCREW W/ WASHER, TYP 3"1 1/2"6 1/2"1 1/2"A - WEB NET PANEL, TYP R1 1 / 2 " , T Y P SS PL 3/8" CONC CAP NOTE: FOR ALL DETAILS NOT SHOWN SEE LANDSCAPE DRAWINGS 5/16TYP 3 1/4"3 1/4"DETAIL - STAINLESS STEEL MID RAIL BASE PLATE2 S-2 SCALE: 3"=1'-0" 1"3 1/2"1"3 1/2"1"1"A -5 1/4"SIM WEB NET PANEL, TYP 1 1/4"Ø SS MID RAIL SUPPORT 3/8"Ø SS TAMPER-RESISTANT BUTTON HEAD TORX SCREW W/ WASHER, TYPSS PL 3/8" CONC CAP 5/16 R1" , TYP STEEL GIRDER WEB NET PANEL - LOCATE AS SHOWN ON LANDSCAPE PLANS 3/4" CHAMFER, TYP (3) #4, EQ SPA ℄ CONC CAP2" CLR, TYP SS TAMPER-RESISTANT BUTTON HEAD TORX SCREW W/ WASHER, TYP 3" MIN EMBED, TYPSS RAIL SUPPORT SS BASE PLSS 3/8" COUPLE NUT, TYP SS 3/8" HEAVY HEX BOLT W/ WASHER, TYP 1/2"Ø X 2" HEADED STUD @ 8" OC, TYP2"2"3 1/2"6" SECTION - CONC CAP & SS RAIL BASE PLA -SCALE: 3"=1'-0"3 1/2"3 1/2"3 1/2"1 1/2" SS WEBNET FRAME HOLDER WITH VANDAL RESISTANT CAPS SS WEBNET FRAME HOLDER WITH VANDAL RESISTANT CAPS 3"3" 1 1/2" 3" RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 10:01 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_S13.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420237 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EER1 1 1 1 SECTIONS & DETAILS - SHEET 6 GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT EQ PIPE OD + 1/4"EQ 1'-3 3/4" PL 1/2 MATCH FLANGE BOLT SPA & DIA 2" TYP 3/4"Ø EPOXY ANCHOR, TYP DETAIL - PIPE BRACKET1 -SCALE: 3"=1'-0" B - 1" 8 7/8"1"1 1/2" TYP PL 1/2 PL 1/2 3/4"Ø EPOXY ANCHOR, TYP PL 1/2 5/16 SECTION - PIPE BRACKETB -SCALE: 3"=1'-0" TYP 2 1/2"1 1/2"1 1/2" 3" 1 1/2"4 1/2"SEE NOTE 1℄ PIPE ℄ C6C6x8.2 1 1/2"8" STEEL GIRDER GUIDED PIPE SUPPORT SECTION - PIPE SUPPORTC -SCALE: DETAIL - PIPE SUPPORT2 -SCALE: 3/4"Ø BOLT, TYP 3/8" PL INSULATED DI PIPE GUIDED PIPE SUPPORT CENTERED ON C6 C6 CJP 3/4"Ø BOLT, TYP 3/8" PL 5/16 5/16 DETAIL - WATERLINE SUPPORT ANCHOR AT ABUTMENT1 C-9 SCALE: 3/4"=1'-0" 3/4" = 1'-0" feet 2110 scale STEEL PILE ℄ PILE ℄ ABUTMENT DETAIL - WATERLINE SUPPORT ANCHOR AT ABUTMENT1 C-9 SCALE: 3/4"=1'-0" 3/4" = 1'-0" feet 2110 scale ELEVATION - WATERLINE PIPE SUPPORTA -SCALE: 3/4"=1'-0" GRATED DECKING STEEL EXTERIOR GIRDER BEYOND WL EXPANSION JOINT STEEL PILE CONC ABUTMENT SEE DRAWING C-9 FOR LOCATION, 6" MIN EDGE DISTANCE DIAPHRAGM 3/4"Ø EPOXY ANCHORS, 8"MIN EMBED, TYP FOR PIPE BRACKET DETAILS, SEE 2 - GRATING SUPPORT, TYP GIRDER DIAPHRAGM INSULATED PIPE PIPE LAY LENGTH ℄ PIPE SUPPORT1'-10" MAX TYP C - SEE 2 - 3/4" = 1'-0" feet 2110 scale WATERLINE PIPE SUPPORT NOTES: 1.COORDINATE WITH GUIDED PIPE SUPPORT MANUFACTURER, INSULATED PIPE MANUFACTURE AND ADJUST THE ELEVATION OF THE C6 FOR THE PIPE TO PASS THROUGH THE DIAPHRAGMS. 2.RESTRAINED PIPE SUPPORT IS A PIPE SHIELD MODEL B 4200 GUIDED INSULATED PIPE SUPPORT (WWW.PIPESHIELDS.COM), OR ENGINEER APPROVED EQUAL. 3.MAXIMUM GAP WIDTH BETWEEN GIRDER AND C6 SHALL BE 1/4" RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 10:02 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_S14.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420238 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERUTILITY SUPPORT - SECTIONS AND DETAILS GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT EXIST TIMBER 4X8 TOP BOARD APPROX GROUND EL BEHIND BULKHEAD APPROX GROUND EL IN FRONT OF BULKHEAD EXIST TIMBER 4X8 LAGGING BOARD, TYP EXIST TIMBER 8X8 POST ELEVATION - ROSE WALL BULKHEAD REPAIR1 -SCALE: 1" = 1' feet 2110 scale2'-7"±2'-0"PL 3/8, TYP6"TYP4"1/2"Ø BOLT, TYP A - SECTION - ROSE WALL BULKHEAD REPAIRA -SCALE: 1" = 1' feet 2110 scale EXIST TIMBER 4X8 LAGGING BOARD, TYP EXIST TIMBER 4X8 TOP BOARD 3" PL 3/8 CENTERED ON POST APPROX GROUND EL IN FRONT OF BULKHEAD APPROX GROUND EL BEHIND BULKHEAD 1/2"Ø BOLT, TYP EXIST TIMBER 4X8 TOP BOARD EXIST TIMBER 4X8 TOP BOARD EXIST TIMBER 4X8 TOP BOARD APPROX GROUND ELBEHIND BULKHEAD APPROX GROUND EL INFRONT OF BULKHEAD EXIST TIMBER 4X8 LAGGING BOARD, TYP EXIST TIMBER 8X8 POSTELEVATION - ROSE WALL BULKHEAD REPAIR1-SCALE: 1" = 1'feet2110scale 2'-7"± 2'-0" PL 3/8, TYP6"TYP4"1/2"Ø BOLT, TYP A- SECTION - ROSE WALL BULKHEAD REPAIRA-SCALE: 1" = 1'feet2110scale EXIST TIMBER 4X8 LAGGING BOARD, TYPEXIST TIMBER 4X8 TOP BOARD 3" PL 3/8 CENTERED ON POST APPROX GROUND EL INFRONT OF BULKHEAD APPROX GROUND ELBEHIND BULKHEAD 1/2"Ø BOLT, TYP EXIST TIMBER 4X8 TOP BOARD EXIST TIMBER 4X8 TOP BOARD PLAN - ROSE WALL BULKHEAD REPAIR SCALE: 1" = 30' feet 6030300 scale LAKE WASHINGTON GENE COULON MEMORIAL BEACH PARK TRESTLE BRIDGE REPLACEMENT EXIST PARK TRAIL RENTON SAILING CLUB DOCK EXIST PARK TRAIL PUBLIC RESTROOM ACCESS ROAD EXIST TIMBER ROSE WALL BULKHEAD SEE 1 - 155 ' ± RENTON CITY OF Last Saved by: USGN675479 on: Oct 26, 2023 10:04 AM File: C:\Users\USGN675479\WSP O365\Federal Way Cadd Projects - FW CADD Projects\30900024\000\CADD\Dwgs\05_S15.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 IN COMPLIANCE WITH CITY OF RENTON STANDARDS PR21-000033LUA21-000024C21005257TED-42-4202RECORD DRAWING THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED IN PART ON INFORMATION PROVIDED BY OTHERS. CHANGES SHOWN HAVE BEEN PROVIDED BY THE CONTRACTOR AND HAVE NOT BEEN VERIFIED BY THE LICENSED ENGINEER OR LANDSCAPE ARCHITECT. R-420239 50226GARTH D. NE L S ONSTATE O F WASHIN GTONREGISTER E DPRO F ESSIONAL EN G IN EERROSE WALL REPAIR GENE COULON MEMORIAL BEACH PARK RECORD DRAWINGTRESTLE BRIDGE REPLACEMENT