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Home My WebLink AboutzR-3693setRECORD DRAWINGS MAY 2015 CITY OF R NTON DEPARTMENT OF PUBLIC WORKS STRANDER BOULEVARD/SW 27TH ST EXTENSION PROJECT, PHASE 1, SEGMENT 2A NACRES AVE SW TO SOUND TRANSIT TUKWILA STATION FEDERAL AID NUMBER: STPUL-1276 (004) HPP-1276 (005) Partners: S;�t 6P YIAG4�,mX pp = y � it - o$ ��•�Y�r f4h 1f9i�f IGIC 1"' VSoumt)TRANSIT SOUND TRANSIT 'Sr BNSF AFAIX WA V MWashington State WSDOT Department of Transportation CITY OF TUKWILA Prepared by: ',i Berge,ABAM In collaboration with: • Hanson Professional Services, Inc • Shannon and Wilson, Inc • Perteet Engineering, Inc • HDR Engineering, Inc • Olympic Associates Company, Inc • RH2 Engineering, Inc • BCE Engineers, Inc FEDAID: STPUL-1276(004) RECORD "M r'.1 /1- - CITY OF HPP-1276(005) �) BergerABAM °m: AS SHOWN 0P10H`"`""°' �.�2 SOME DATA ON RECORD DRAWINGS `4 '� NT itl%1VTOlV IS BASED UPON INFORMATION BEE Public Works Department PROVIDEDDRAWING BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 E� DATUM Approved For Construction CONTRACTOR TO THE CITY OF KK NAS RENTON, THE CORRECTNESS To THIS Federal Way, Washington 98003-2600 s��°Y DATA HAC wnT REPd VPPIFIFD (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR _ Rohert M. Hanson P.F. r. R-369301 STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A TITLE SHEET 0 8 14tnh.St N '� � ., L`�501Y'`� 'a~��r j�rf19Y S+sist 51 Y. P �9 o- sw:tsu.st swieu ss s i52rd St TlekWiltt RaFkFamayAFun Cenlzr- 3 y like'!a"a't 1� nlaPk�. � � lE1 r q Tukwie Pkwy b V .Tu-1a'� An,tfah Emdassy 8 ; � a Mold Beattie Taoaroa ke I mInlrmananaln�4 � oGuunya u Sean4 R " Bea- Tac Araa : a f ;ate Baker EM WestFreld S 24 T _�, 23/1lR.4E,W.M "n S. 25 AL, T 23 A9 R 4 E, WAL asecake - �� _' 11 ST S,fpnp@r ar.,9 ^'"' 3[rander Blvd= ssTa Sw nTta sr Argev p s BEGIN PROJECT STA "S" 14+00 - - END PROJECT Soirthcr,rei t" r;31n 31-- VICINITY MAP STA "S" 38+00 400 0 400 800 scale feet PRIMARY PROJECT CONTROL POINTS - PERTEET, INC POINT GRID GRID NAVD 88 BOOK -PAGE -NO DESCRIPTION NORTHING EASTING ELEVATION 31 169900.16 I 1291425.37 1 29.48 1 568-10-03 BRASS DISC IN CONCRETE SIDEWALK AT NW QUADRANT OF WEST VALLEY HWY AND STRANDER BOULEVARD, 18 FEET NORTHERLY OF WHEEL CHAIR RAMP 10 169970.11 1 1294209.33 1 21.69 1 568-04-03 BRASS DISC IN ASPHALT ALONG CENTERLINE TURN LANE OF OAKESDALE AVENUE SW, 500 FEET NORTHERLY OF INTERSECTION WITH SW 27TH STREET, 50 FEET NORTHERLY OF POWER LINES CROSSING OAKESDALE AVENUE FEDAID: STPUL-127RECORD w HPP-1276(005) 005) ') Berger �xm SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION BEE PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 D RAW I N G in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 EKK 'NAS RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 NO. REVISION BY DATE APPR DATA HAS NOT BEEN VERIFIED. ) ) — CI SAN JAUN/� PROJECT LOCATION BASIS OF HORIZONTAL AND VERTICAL CONTROL 1. BASIS OF BEARING: WASHINGTON STATE PLAN COORDINATE SYSTEM, NORTH ZONE, 1991 ADJUSTMENT 2. MONUMENTS SHOWN HERIN WERE FIELD VISITED DURING APRIL, 2003 AND NOVEMBER, 2010. 3. THE SCALE FACTOR APPROXIMATES 1.000. THERE ARE IMPERCEPTIBLE DIFFERENCES BETWEEN GRID COORDINATE INVERSE DISTANCES AND GROUND COORDINATE INVERSE DISTANCES. 4.SURVEY CONTROL ESTABLISHED AND USED FOR THIS SURVEY IS BASED AND CONSTRAINED TO TWO NATIONAL GEODETIC SURVEY CONTROL STATIONS (NGS), ONE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CONTROL STATION (WSDOT) AND TWO CITY OF RENTON CONTROL STATIONS (COR). THE PARTICULARS OF EACH STATION IS AS FOLLOWS: ORTHO HEIGHT SCALE CONV STATION GRID NORTHING Y GRID EASTING X NAVD88 FACTOR ANGLE NGS STA SY 4595 220,964.432 1,256,980.361 17.04 0.99998361 -01'09'26" NGS STA SY 5646 179,738.065 1,303,391.025 340.95 1.00000287 -00'59'59" WSDOT STA 5371 169,838.727 1,291,631.229 8.4 1.00000833 -01'02'59" COR STA 230 170,575.425 1,300,542.733 70.33 COR STA 1333 181,190.672 1,295,717.103 118.06 • SY4595, DESIGNATED 'DUWAMISH-, A 3 INCH COAST AND GEODETIC SURVEY BRONZE DISK, STAMPED 'DUWAMISH, 1933, SET IN THE TOP OF A CONCRETE BREAKWATER WALL OPPOSITE HOUSE NO. 1150, ALKI AVENUE SW, SEATTLE. • SY5646, DESIGNATED 'HAFF", A 'MARK" SET IN THE TOP OF A ROUND CONCRETE MONUMENT FLUSH WITH THE GROUND SURFACE, LOCATED IN THE MEDIAN STRIP AT THE NORTHEAST CORNER OF THE KING COUNTY PUBLIC WORKS FACILITIES PARKING LOT OFF OF NE 2ND STREET, RENTON, • WSDOT MONUMENT ID 5271, DESIGNATED 25015, A RAILROAD SPIKE IN ASPHALT AT THE SOUTHERLY SIDE OF STRANDER BLVD., EASTERLY OF ITS INTERSECTION WITH WEST VALLEY HIGHWAY AND NORTHERLY OF A JACK-IN-THE-BOX RESTURANT. • RENTON MONUMENT ID NO, 230, A CONCRETE MONUMENT IN CASE WITH BRASS TACK AT CENTER OF CUL-DE-SAC TO EASTERLY END OF SW 23RD STREET NEAR THE NORTHEAST CORNER OF TEASDALE PARK. • RENTON MONUMENT ID NO. 1333, A CONCRETE MONUMENT IN CASE WITH 3 INCH BRASS DISK & PUNCH AT THE INTERSECTION OF SOUTH 128TH STREET AND 84TH AVENUE SOUTH R-369302 AS SHOWN Pow° ° M11.1 • , CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A DATUM Public Works Department Approved For Construction G-2 VICINTY MAP Roherf M. Hanson P.F. ❑ate 9 �9.1 O G w LEGEND: EXISTING: EEI ❑E -74 0 O w SD IL SS LL OF a a BP BT N FO BFO it E 12 v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. STORM DRAINAGE CATCH BASIN STORM DRAINAGE MANHOLE SANITARY SEWER MANHOLE HYDRANT WATER VALVE WATER METER HYDRANT WITH CONCRETE POSTS WATER MANHOLE POST INDICATOR VALVE WATER VAULT IRRIGATION VALVE ELECTRICAL METER UTILITY POLE UTILITY POLE GUY ANCHOR GUY POLE POWER VAULT ELECTRICAL JUNCTION BOX LIGHT POLE LIGHT POLE POWER POLE WITH LIGHT LIGHT POLE TELEPHONE VAULT TELEPHONE MANHOLE CELL TOWER UTILTY POLE GAS VALVE GAS MARKER GAS METER RAIL ROAD SWITCH LEVER TRAFFIC CONTROL BOX STREET SIGN OR MISC. MAILBOX UTILITY REFERENCE NUMBER FOUND CORNER AS NOTED PARCEL NO./OWNER GAS LINE (SIZE AS NOTED) WATER LINE (SIZE AS NOTED) STORM LINE (SIZE AS NOTED) SEWER LINE (SIZE AS NOTED) OVERHEAD POWER LINES BURIED POWER LINES LOCATED TELEPHONE LINES LOCATED FIBER OPTIC LINES BURIED FIBER OPTIC LINES *J BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 LEGEND: LIST OF ABBREVIATIONS: EXISTING: ACI AMERICAN CONCRETE INSTITUTE ANSI AMERICAN NATIONAL STANDARDS INSTITUTE CURB APWA AMERICAN PUBLIC WORKS ASSOCIATION CONCRETE AREMA "AMERICAN RAILWAY ENGINEERING AND — — — EDGE OF PAVEMENT MAINTENANCE —OF —WAY ASSOCIATION" ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS GRAVEL ATB ASPHALT TREATED BASE BRUSH LINE AVE AVENUE AWS AMERICAN WELDING SOCIETY x x FENCE AWWA AMERICAN WATER WORKS ASSOCIATION BF BACK FACE PARCEL LINE BLVD BOULEVARD 1/4 SECTION LINE BMP BEST MANAGEMENT PRACTICES BNSF BURLINGTON NORTHERN STANTA FE RAILWAY SECTION LINE BOT BOTTOM RIGHT—OF—WAY BTM BOTTOM BVCE BEGINNING VERTICAL CURVE ELEVATION RAILROAD TRACKS BVCS BEGINNING VERTICAL CURVE STATION CB CATCH BASIN CESCL CERTIFIED EROSION AND SEDIMENT CONTROL LEAD CF CUBIC FEET CH CHORD PROPOSED: CHBRG CHORD BEARING CIP CAST IN PLACE PILE SUPPORTED WALL CL CENTERLINE CLR CLEAR — — — — — — — — ROW LINE CMP CORRUGATED METAL PIPE PROPERTY LINE CMU CONCRETE MASONRY UNIT CO COMPANY — — — — — — — — — — — EASEMENT LINE CONC CONCRETE SD STORM DRAINAGE LINE CONT CONTINUOUS COR CITY OF RENTON w WATER LINE CSBS CRUSHED SURFACING BASE COURSE BFo BURIED FIBER OPTICS CTRS CENTERS CY CUBIC YARD ELEV MAJOR INTERVAL CONTOUR DI DUCTILE IRON ELEV MINOR INTERVAL CONTOUR DIA DIAMETER DIMS DIMENSION BFo BURIED FIBER OPTICS DIP DUCTILE IRON PIPE DWG DRAWING UTILITY AS LABELED E EAST ■ STORM DRAINAGE CATCH BASIN — TYPE 1 EA EACH EF EACH FACE O STORM DRAINAGE CATCH BASIN —OR— EL ELEVATION STORM DRAINAGE MANHOLE ELEV ELEVATION EQ EQUAL A( FIRE HYDRANT ESC EROSION SEDIMENTATION CONTROL la WATER METER EST ESTIMATED EVCE ENDING VERTICAL CURVE ELEVATION N GATE VALVE EVCS ENDING VERTICAL CURVE STATION ■ FIBER OPTICS HANDHOLE/MANHOLE EW EACH WAY FF FRONT FACE FG FINISH GRADE FIG FIGURE FLG FLANGED FO FIBER OPTIC FRP FIBER REINFORCED PLASTIC FT FOOT FTG FOOTING FMSIB FREIGHT MOBILITY STRATEGIC INVESTMENT BOARD GA GAUGE GALV GALVANIZED GPM GALLONS PER MINUTE GR GRADE H HORIZONTAL HDPE HIGH —DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HORIZ HORIZONTAL HP HORSE POWER HR HOUR RECORD D RAW I N G �" BEE �NAS NO. REVISION BY DATE APPR - IE INVERT ELEVATION STD STANDARD IN INCH STIR STIRRUP INC INCORPORATED SW SOUTH WEST INCL INCLUDING SWPP STORMWATER POLLUTION PREVENTION PLAN INV INVERT SY SQUARE YARD KCRDCS "KING COUNTY ROAD DESIGN T TANGENT AND CONSTRUCTION STANDARDS" T TOWNSHIP KSI KIPS PER SQUARE INCH T&B TOP & BOTTOM L LENGTH TDH TOTAL DYNAMIC HEAD LB/LBS POUND/POUNDS TYP TYPICAL LBF POUNDS PER FOOT UNO UNLESS NOTED OTHERWISE UPRR UNION PACIFIC RAILROAD LF LINEAR FEET V VERTICAL LS LUMP SUM V VOLTAGE LT LEFT VC VERTICAL CURVE MAX MAXIMUM VERT VERTICAL MH MANHOLE W WEST MIN MINIMUM MISC MISCELLANEOUS W WATER WM WILLAMETTE MERIDIAN MJ MECHANICAL JOINT/MECHANICALLY RESTRAINED JOINT WQ WATER QUALITY MIA MILLIMETER WS WATER SURFACE N NORTH WSDOT WASHINGTON STATE DEPARTMENT NE NORTHEAST OF TRANSPORTATION NW NORTHWEST NGS NATIONAL GEODETIC SURVEY NO NUMBER NPDES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM NTS NOT TO SCALE NW NORTH WEST OC ON —CENTER OD OUTSIDE DIAMETER PC POINT OF CURVE PCC POINT OF COMPOUND CURVE PI POINT OF INTERSECTION PPM PARTS PER MILLION PRC POINT OF REVERSE CURVE PSE PUGET SOUND ENERGY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT OF TANGENT PT POINT PVC POLYVINYL CHLORIDE PVI POINT OF VERTICAL INTERSECTION R RADIUS R RANGE R RIGHT R/W RIGHT—OF—WAY RD ROAD REINF REINFORCEMENT REQ'D REQUIRED RGS RIGID GALVANIZED STEEL ROW RIGHT—OF—WAY RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY RPM REVOLUTIONS PER MINUTE RR RAILROAD RT RIGHT S SOUTH SE SOUTHEAST SEC SECTION SF SQUARE FOOT/SQUARE FEET SW SOUTHWEST S.O.G. SLAB ON GRADE SCHED SCHEDULE SPEC SPECIFICATION SPCC "SPILL PREVENTION, CONTROL AND COUNTERMEASURE" SPU SEATTLE PUBLIC UTILITIES SS SANITARY SEWER SS STAINLESS STEEL ST STREET STA STATION R-369306 AS SHOWN �� DATUM . CITY OF I STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction G — 6 LEGEND AND ABBREVIATIONS O LL Q N O N N o Z E v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. GENERAL NOTES: 1. ALL CONSTRUCTION SHALL COMPLY WITH THE WSDOT/APWA 2010 STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION UNLESS OTHERWISE NOTED ON PLANS OR SPECIAL PROVISIONS. 2. A COPY OF THE APPROVED PLANS AND SPECS SHALL BE ON SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THROUGHOUT THE PROGRESS OF THE WORK, THE CONTRACTOR SHALL MAINTAIN AN ACCURATE RECORD OF CHANGES VIA RED LINE AS -BUILT MARKUPS ON A FULL-SIZE SET OF DRAWINGS. UPON COMPLETION OF THIS CONTRACT, THE CONTRACTOR SHALL PROVIDE ONE COMPLETE FULL-SIZE SET OF AS -BUILT PLANS WITH THE RED LINE MARKUPS TO THE ENGINEER. 3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN HEREIN HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS, AND THEREFORE, SHOULD BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND AVOID OTHER UTILITIES NOT SHOWN HEREIN WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE CONTRACTOR SHALL CONTACT "UTILITIES UNDERGROUND LOCATION CENTER" AT (1-800-424-5555) FOR LOCATE OF SUBSCRIBER UTILITIES A MINIMUM OF 48 HOURS BEFORE DIGGING. THE ENGINEER SHALL BE CONTACTED IMMEDIATELY IF A CONFLICT EXISTS. 4. DURING CONSTRUCTION, THE CONTRACTOR SHALL BE REQUIRED TO CONTROL DRAINAGE OF THE ON -SITE SURFACE WATER RUNOFF BY USING TEMPORARY OR PERMANENT EROSION/SILTATION CONTROL PROCEDURES PER THE WSDOT STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION, AND THE 2005 DEPARTMENT OF ECOLOGY NPDES CONSTRUCTION DISCHARGE PERMIT. 5. THE CONTRACTOR SHALL MAINTAIN AND PROTECT PUBLIC STREETS, PRIVATE PROPERTY, AND UTILITIES. THE CONTRACTOR SHALL ALSO KEEP CLEAN ALL PUBLIC STREETS AND PRIVATE PROPERTY. 6. CONTRACTOR SHALL BE RESPONSIBLE THAT ALL WORK IS PERFORMED IN ACCORDANCE WITH THE ALIGNMENTS, GRADES, AND ELEVATIONS NOTED IN THE PLANS. CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION SURVEYING. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH RECORD SURVEY DATA FOR ALL IMPROVEMENTS. ON ONE SET OF FULL SIZE PLANS. 7. CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARATION AND IMPLEMENTATION OF TRAFFIC CONTROL PLANS. CONTRACTOR SHALL REFER TO SPECIAL PROVISIONS REGARDING TRAFFIC CONTROL PLAN DETAILS AND SUBMITTAL REQUIREMENTS. CONTRACTOR SHALL SUBMIT THE PLANS TO ENGINEER FOR APPROVAL PRIOR TO IMPLEMENTATION. 8. UNLESS NOTED OTHERWISE ALL REFERENCES TO STANDARD PLANS OR STANDARD DETAILS REFER TO CITY OF RENTON PLANS OR DETAILS. 9. LOCATIONS OF DRAINAGE STRUCTURES AND ELECTRICAL AND FIBER OPTIC VAULTS/BOXES IS TO THE CENTER OF STRUCTURE UNLESS NOTED OTHERWISE. 10. GROUNDWATER ELEVATION = + 19.0. SEE SECTION 7-06 OF THE SPECIAL PROVISIONS. UTILITIES AND OTHER POINTS OF CONTACT: WATER CITY OF RENTON ABDOUL GAFOUR 425-430-7210 CITY OF RENTON WATER MAINTENANCE MANAGER RAY SLED 425-430-7400 CITY OF TUKWILA WATER SUPERINTENDENT BRIAN STILL 206-433-1863 STORM WATER CITY OF RENTON RICH MARSHALL 425-430-7400 FIBER OPTIC AT&T BROADBAND DAN MCGEOUGH 425-896-9830 BNSF BILL ROSS 817-832-6019 SOUND TRANSIT ROBERT BEAN 206-398-5266 OTHER UTILITIES OLYMPIC PIPE LINE COMPANY (BP) (12" & 14" FUEL) ED SMITH 425-981-2520 24HR DISPATCH 2O6-386-1800 SEATTLE PUBLIC UTILITIES (60" WATER) EUGENE MANTCHEV 206-684-0335 KING COUNTY WASTEWATER (36" SS) TODD KEITHHAHN 206-684-1369 GAS/POWER PSE ANGELA WINGATE 425-785-3961 MARTY O'CONNOR 206-604-5260 HOWARD PEPIN 253-395-6887 OTHER AGENCIES BNSF MEAGAN MCINTYRE 206-423-4371 CITY OF TUKWILA CITY ENGINEER ROBIN TISCHMAK 206-431-2455 CITY OF TUKWILA MAINTENANCE DEPARTMENT JOHN HOWAT, SUPERINTENDENT 206-433-1864 PAT BRODIN, OPERATIONS MANAGER 206-431-1860 CITY OF RENTON KEITH WOOLEY 425-430-7318 SOUND TRANSIT BARRY ALAVI 206-398-5433 RENTON FIRE DEPARTMENT FIRE CHIEF MARK PETERSON 425-430-7022 TUKWILA FIRE DEPARTMENT FIRE CHIEF NICK OLIVAS 206-575-4404 RENTON POLICE DEPARTMENT POLICE CHIEF KEVIN MILOSEVICH 425-430-7503 TUKWILA POLICE DEPARTMENT POLICE CHIEF DAVID HAYNES 206-433-1808 R-369307 AS SHOWN ""°19"'1B°' CITY OF STRANDER BOULEVARD EXTENSION _ 5/20/15 BergerABAM RECORD V RENTON PHASE 1, SEGMENT 2A DRAWING " BEE Public Works Department DATUM 333019th Avenue South, Suite 300 E �� Approved For Construction GENERAL NOTES �'-7 Federal Way, Washington 98003-2600 KK Nns (206)431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR _ I .°C..... Rohert M. Hanson P.F. Date SHEET1 7 -11 WATER UTILITY NOTES AND SPECIFICATIONS: 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. z 2. NOT USED y 3. NOT USED N v� 4. NOT USED a 5. NOT USED m 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING o SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL m JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE p I WRAPPED PER ANSI/AWWA C105/A21.5-93 STANDARDS 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/AWWA C110/A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/AWWA C104/421/4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/AWWA C110-A21.10-87 OR ANSI/AWWA C153/A21.53-94. THREE (3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/AWWA C110/A21.10.87 OR A COMBINATION OF ANSI/AWWA C110/A21.10.87 AND ANSI/AWWA C153/A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/AWWA C153/A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/AWWA SECTION 10-4.3 OF ANSI/AWWA C110/A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY, BRONZED -MOUNTED, DOUBLE DISC WITH BRONZE WEDGING DEVICE AND 0-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/4 INCH, TWO 2-1/2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKWISE (LEFT). 10. THE TWO 2-1/2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43 655 SAFETY YELLOW OR APPROVED EQUAL. 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING "PIGS" PRIOR TO DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/CU. FT. DENSITY FOAM WITH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF "PIG" ONLY. 17. "PIGS" SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. FEDAID: STPUL-1276(004) HPP-1276(005) IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 18. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE WITH THE SPECIFICATIONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. NOT USED 22. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. * 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. AS SHOWN '"m"` �1H0.'�'BB1 CITY OF RENTON BEE DATUM Public Works Department EKK NAS� Approved For Construction NO. REVISION BY DATE APPR Rohert M. Hanson P.F. f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A GENERAL NOTES SHEET 2 R-369308 7G5.I2 a Eel I -- ----------------L--- ---------- AL-5— — — — — — — — I I , � I i NACHES AVE SW FEDAID: STPUL-1276(004) HPP-1276(005) -' IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. AL-4 �I ICI I rrN I I vJ —j--47'S2=E 601.57 *#31 (SEE DWG G-2) HIGHWAY --_--- 3 W VALLE ------ ol ^lu, o N M I co -- \ --— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -------------------------------- [ERR--- ------------- T -- i --------- LI AL-7-------- ------------ T T- I �II I � I I i I I II I I � I � I � I � I � I � -----1--- ------------- L---- - — — #10(SEE DWG G-2) OAKESDALE AVE SW KEY PLAN BergerABAM RECORD � AS SHOWN DRAWING 33301 9th Avenue South, Suite 300 BEES DATUM Federal Way, Washington 98003-2600 KK Nns (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR CITY OF RENTON Public Works Department Approved For Construction AL T\ I \\ I \ )s0 0 1 sale R-369311 STRANDER BOULEVARD EXTENSION—5/20/15 PHASE 1, SEGMENT 2A ALIGNMENT KEY MAP AL-1 1 a Ee I I I CONTROL POINT #31 (SEE DWG G-2) ROW S82' 07' 50"E 364,g4- _ 13+00 STRANDER BL VD ROW I L I (CONSTRUCTION q "ER" LINE I N89' 30' 39"W STA "ER" 1+82.24 N 169858.61, E 1291922.71 L- 1 14+00 CONST UCTION rt "S" STA "S" 13+00 1 N 169850.25, E 1291786.48 I 1 I I I 1 I I I I� I I I cc U CL 1+82 STA "S" 14+93.84= STA "ER" 1+24.32 L=36.32 0=10' 24' 15" R=200.00 T=18.21 PI 1+48.52 PC 1+30.31 L=41.64 A-11' 55' 42 - - jR=200.00 T=20.89 1+00 OND 0+89.57 PI 0+68.83 PC 0+47.93 NW 1/4, SEC 25, T 23 N, R 4 E, W.M. MATCH LINE STA "BNSF ROW' 1030+30 (SEE SHEET AL-6) + Q � I SEE DWG AL-9 FOR I�PIER/ABUTMENT ALIGNMENTS 6 V PI 1+31.04 -L -- o ;t ROW - 1 y CONSTRUCTION "AR" LINE I -------- ROW ----- 1I I STA "AR" 0+30= I o I STA "S" 18+13.56- STA "S" 16+17.11 I 1 STA "BNSF ROW" 1028+79.08 16+00 - - � 17+00 - N 18+00 I I 19+00 I 20+00 ACCESS 0+00 I N88' 57' 54"E 57' 54"W STA "AR" 0+18.50= SW 27Th1 ST o STA "ER" 0+00.00- ROW ---- STA "AR" 0+00 � ----------� I N 169825.98, E 1292104.08 I o o N N1' 41' 03"E 48.84' I I + w o I I 2+00 STA "PA" 2+10 I 1 N o I N 169777.16, E 1292102.65 o 1 CONSTRUCTION q "PA" LINE I I z I I 0 I II o o I I o 0 it I to m I I r------------- PI 0+14.29 I a,i I ROW ------------� I STA "P" 12+81.77= STA "PA" 0+00.00 38 N9' 13' 08"W E 1292108.47 1 I o PI 12+40.04 0 13+00 14+00114+25 N I I / N88' 21' 39"E I PC 11+60.00 00 ryx� A=77' 20' 57" R=100.00 T=80.04 CL "P" LINE STA "P" 10+00 N 169330.71. E 1291995.77 I I I STA "P" 14+25 N 169572.35, E 1292 551.58 I I I I 1 PT 12+95.00 i I I I of 1 N I I 1 � I ^+ I � I "BNSF ROW" LINE I I I I j I I o � I 1 � I j � I 1 I I MATCH LINE STA "BNSF ROW' 1023+40 (SEE SHEET AL-5) FEDAID: STPUL-1276(004) "`" HPP-1276(005) ') Berger ABAM RECORD "m, AS SHOWN H°'�1881 T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION BEE PROVIDED BY THE CONSTRUCTION DRAWING 33301 9th Avenue South, Suite 300 E� DATUM in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 KK Nns RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 N0. REVISION BY DATE APPR DATA HAS NOT BEEN VERIFIED. ) - 20 0 20 scale CITY OF RENTON Public Works Department Approved For Construction 4 I KEY PLAN faaf R-369312 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A ALIGNMENT LAYOUT AL-2 SHEET 1 NW 1/4, SEC 25, T 23 N, R 4 E, W.M. a Ee 319 Escale--- FEDAID: STPUL-1276(004) RECORD.... ') BergerABAMm_ HPPON RECORD SOME DATA ON RECORD DRAWINGS DRAWING � IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 CONTRACTOR TO THE CITY OF in Federal Way, Washington 98003-2600 .. RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 NO. DATA HAS NOT BEEN VERIFIED. ( � � � APPR AS SHOWN �' ` °^°7�� DATUM Y CITY OF '� RENTON Public Works Department Approved For Construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A ALIGNMENT LAYOUT AT BNSF BRIDGE 5/20/15 �� BEE �`'NFPC01�'""` E� KK NAS AL-9 REVISION BY DATE — �� 19 ��23 T j► l �, • r i �F # ��, 3 . " 4� f* y/•'s a ' 4- 1_ r � ��-. a 1 " r cY - Y n, ?► x o a 4d s LU �1 --_ -- \ y` � ■ � '1 •.� s.� . — — � +� _ i_..N?t � . , x +�e= �+Sp�\\, R r .. •1 1 Z � y Y LNON PA(:F7C -- -- -- - -- -- -- -- -- . . qq \ ; a s \ a ES-3 ' \ \ — �\ ar• -AYE - f6 -- ,r I ES pq a-v:/ o 41m, L 'aY,. 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I I r� � 1. � I KEY PLAN 1_ 200 0 scale R-369320 12 FEDAID: STPUL-1276(004) a ,x'a,irwr Y ° CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 HPP-1276(005) ') BergerABAM RECORD cm: AS SHOWN �`"" '�z RENTON PHASE 1, SEGMENT 2A n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING BEE Public Works Department PROVIDED BY THE CONSTRUCTION 33301 gth Avenue South, Suite 300 e DATUM Approved For Construction in 11, CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 rrE NAs EASEMENT KEY MAPrES-1 RENTON, THE CORRECTNESS TO THIS 206 431-2300 F206 NO. REVISION BY DATE APPR DATA HAS NOT BEEN VERIFIED. Fax: ) 431-2250 Robert M. Hanson P.E. Date 20 ar23 a O NW 1/4, SEC 25, T 23 N, R 4 E, W.M. 31 — 2523049023 PUGET SOUND ENERGY — — __—— — — — — — — — — —II — — — — — — — — — — ----------- — _ 8 —----------—2523049024 -------------------- r UNION PACIFIC RAILROAD CO PARCEL # 1 (2523049006 GENERAL USE PROPERTY TO BE USED FOR THE CONSTRUCTION OF PUBLIC AND PRIVATE UTILITIES WITHIN THE ADJOINING RIGHT OF WAY, EXCAVATION, GRADING, STRUCTURAL WALLS, SLOPE STABILIZATION, TEMPORARY DEWATERING SYSTEM, BALLAST AND TRACKS RELATING TO THE PROJECT. ACTIVITIES INCLUDE THE TRANSPORT , STOCKPILING AND STAGING OF MATERIALS AS LONG AS SUCH ACTIVITIES DO NOT EXTEND BEYOND THE HIGH VISIBILITY FENCE SHOWN ON THE SITE PREP AND EROSION CONTROL PLANS. PARCEL # 2 (2523049087) THE PARCEL HAS BEEN DIVIDED INTO SIX AREAS: AREA A, B, C, D, E AND F. THESE AREAS WITHIN THE PARCEL HAVE BEEN DESIGNATED BY THE PROPERTY q OWNER FOR PARTICULAR USES /ACTIVITIES AND ARE DESCRIBED BELOW UNDER EACH LISTED AREA. a SEE THE DOCUMENT 'RENTON TCL 1 FINAL", RENTON TCL 2 FINAL", AND 'RENTON TCL 3 FINAL", INCLUDED IN APPENDIX F OF THE SPECIAL PROVISIONS FOR THE TERMS AND CONDITION OF THE PROPERTY AND T PROVISIONS FOR AREA A & B, C & D AND E & F, RESPECTIVELY. AREAS C & D AND E & F ARE DENOTED AS AREAS A & B IN THEIR RESPECTIVE a DOCUMENTS CONTAINED IN THE SPECIAL PROVISIONS. GENERAL USE OF AREA A & B a PROPERTY TO BE USED FOR THE CONSTRUCTION OF PUBLIC AND PRIVATE o UTILITIES WITHIN THE ADJOINING RIGHT OF WAY, EXCAVATION, GRADING, STRUCTURAL WALLS, SLOPE STABILIZATION, TEMPORARY DEWATERING SYSTEM, N BALLAST AND TRACKS RELATING TO THE PROJECT. ACTIVITIES INCLUDE THE TRANSPORT AND STAGING OF MATERIALS. THE CONTRACTOR MUST SUBMIT A m REQUEST TO SOUND TRANSIT IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE PROPERTY. Z E v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. UPRR • • 556.4�// 26+ 8.57 �r�W— _7� TN01. 221 366.85' LT 7/ _. / STA 1020+93.15/- 333.12' LT f // O 2523049006 / I/ CITY OF TUKWILA L / z 7350 S 163RD ST TUKWILA, WA 98055 Y6ECTION LINE S STA 1026+44.95 50.00' LT �/ TA 1020+89.91 / / / � / / 2523049022 / j 50 G0' LT ///� / / ✓ / / BNSF � Z L � L2`Os 2o''E,11 11_111/1 1_ 555.04' CONSTRUCTION "BNSF ROW" LINE � BNSF -�.- � • 1021+00 N2° 06' 0"E 1022+00 1023+00 1024+00 1 _ _1025+00 _ 1026+00 MATCH LINE (SEE SHEET ES-5) GENERAL USE OF AREA C & D PROPERTY TO BE USED FOR THE CONSTRUCTION OF TEMPORARY TIEBACKS AND/OR GROUND ANCHORS. THE TIEBACKS/GROUND ANCHORS SHALL BE ALLOWED TO REMAIN IN PLACE. THE CONTRACTOR SHALL SUBMIT AN AS -BUILT PLAN TO SOUND TRANSIT WITHIN 60 DAYS OF AFTER INSTALLATION. ALLOWED ACTIVITIES INCLUDE TRANSPORT AND STAGING OF MATERIALS, EXCAVATION, GRADING, STRUCTURAL WALLS, SLOPE STABILIZATION, TEMPORARY DEWATERING SYSTEM, BALLAST AND TRACKS RELATING TO THE PROJECT. THE CONTRACTOR MUST SUBMIT A REQUEST TO SOUND TRANSIT IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE PROPERTY. AREA A,C&E THE FOLLOWING CONSTRUCTION ACTIVITIES ARE ALLOWED: THE STAGING AND STOCKPILING OF MATERIALS AND ANY EQUIPMENT THAT ARE TO BE USED SOLELY FOR THE PURPOSE OF THE CONSTRUCTION OF THE SHOOFLY EMBANKMENT LOCATED WITHIN THE BNSF RIGHT-OF-WAY. ' 31.50' lUITSWOR11907 THE CONSTRUCTION OF A TEMPORARY HAUL ROAD COMPRISED OF QUARRY SPALLS AND GRAVEL TO BE USED TO SUPPORT THE CONSTRUCTION ACTIVITIES DESCRIBED ABOVE IS ALLOWED. TEMPORARY HAUL ROAD WILL REMAIN IN PLACE AT THE END OF CONSTRUCTION. AREA B.D&F THE FOLLOWING CONSTRUCTION ACTIVITIES ARE ALLOWED: THE STAGING AND STOCKPILING OF MATERIAL NECESSARY TO CONSTRUCT A FUTURE TWO-LANE ROADWAY WITHIN AREA B. THE ELEMENTS ASSOCIATED WITH THE TWO LANE ROAD INCLUDE THE ASPHALT, CURB &GUTTER, AND \\\\\I C \ \ \ \ J STORMWATER COLLECTION SYSTEM TO BE MAINTAINED BY THE CITY OF RENTON. CONSTRUCTION OF A TEMPORARY 30' WIDE HAUL ROAD. TEMPORARY HAUL ROAD SHALL REMAIN IN PLACE AT THE END OF CONSTRCUTION. f///� '�� PARCEL # 39 (2523049022) SEE UNDERPASS AGREEMENT IN APPENDIX D OF SPECIAL PROVISIONS FOR EASEMENTS IN BNSF ROW NOTE: STATIONS & OFFSETS ARE TO THE CONSTRUCTION ALIGNMENT "BNSF ROW" RECORD ...._. AS SHOWN BergerABAM DRAWING 33301 9th Avenue South, Suite 300 BEES DATUM Federal Way, Washington 98003-2600 KK Nns (! (206) 431-2300 Fax: (206) 431-2250 N0. REVISION BY DATE APPR _ �'"` PC01�'""` 13+00 4+00 STA "S., 13+00.00 = 0 0o R/W CL STA 4+00.19, 7.50' RT --_� )INSTRUCTION "ROW" LINE )INSTRUCTION CE "S" LINE A=2'0617 I r1 A=0'13'48" A=0'48'29" R=5686.65 0 0 9=5686.65 CH=80.20 0+ + T=11.42 CHBRG-N1'22'O9"E =104. T46 =104. 6 i CH=22.84 R=5686.65 CHBRG=NO'19'02"W CHBRG=SO'51'00" W T=40.10 L=208.89' 22.84' L=80.20' I \ \ \ \ \ \ \ \ STA "S" 14+37.54 30.30' LT \ \ \\\\\\\ \ \ \\\\\\yC? W \ \\ \\\\\\ LLI W w, w 0.00'\\I cn \'8LU N \ \ \ LU \\\ \\\\\\ VJ z�z Z 0 +0 cM r w♦\\\ 2 \\•rW 2523049087 \ \ \ \ \ \ \ \ \ CPSTRA (SOUND TRANSIT) \ \ \ \ \ \ \ \\\\\\ \\\\ 240.02' 1 1 53.93' 1 80.28' STA "S" 18+13.5�1028+0�0�Ni STA "S" 18+13.56STA "BNSFROW"STA 1028+79.08 1027+00 29+00 ROW LINE PROPERTY LINE EASEMENT LINE ROW ACQUISITION LINE ROW DEDICATION LINE RIGHT-OF-WAY CONSTRUCTION EASEMENT CONSTRUCTION EASEMENT (SHOOFLY) ACCESS EASEMENT 40 0 40 scale CITY OF • RENTON Public Works Department Approved For Construction KEY PLAN fPaf STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A EASEMENTLAYOUT SHEET 1 R-369321 5/20/15 ES-2 CY) rn co CY) O W I— Q O o� T V W \\\ \\ W W w L ' 80.00' \ \ W \\ W CO \\\y \ �w Z vvv\Z o PARCEL # 2 (2523049087) SEE DWG ES-2 FOR A DESCRIPTION OF THE CONDITIONS OF USE FOR THIS PARCEL. PARCEL # 3 (0005800017) z° THE CONTRACTOR WILL BE ALLOWED TO CROSS THE SPU ROW AT A a MAXIMUM OF FOUR LOCATIONS. FIVE LOCATIONS ARE SHOWN ON THE PLANS. SEE DRAWINGS TE-3 & TE-4 FOR DETERMINATION OF WHICH CROSSING WILL BE UTILIZED. TEMPORARY CONSTRUCTION BRIDGES SHALL a BE CONSTRUCTED IN THESE LOCATIONS. WIDTHS AND LOCATIONS OF TEMPORARY CONSTRUCTION BRIDGES WITHIN THESE DESIGNATED LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR. THE CONTRACTOR WILL NOT N BE ALLOWED TO TRANSPORT MATERIALS OR CONDUCT ANY ACTIVITIES ON THE SPU ROW OUTSIDE OF AREAS COVERED BY THESE CONCRETE SLAB BRIDGES EXCEPT FOR PLACING AND MONITORING SETTLEMENT MEASUREMENT DEVICES AS DESCRIBED IN THE SPECIAL PROVISIONS. SEE a RB DRAWINGS FOR SPU WATERLINE CROSSING PLAN AND DETAILS. E v FEDAID: STPUL-1276(004) m HPP-1276(005) �) BergerABAM T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 NW 1/4, SEC 25, T 23 N, R 4 E, W.M. PARCEL # 4 (0005800020) THE PARCEL HAS BEEN DIVIDED INTO TWO AREAS: AREA A AND B. THESE AREAS WITHIN THE PARCEL HAVE BEEN DESIGNATED BY THE PROPERTY OWNER FOR PARTICULAR USES /ACTIVITIES AND ARE DESCRIBED BELOW UNDER EACH LISTED AREA. SEE THE DOCUMENT 'RENTON TCL 3 FINAL', INCLUDED IN APPENDIX F OF THE SPECIAL PROVISIONS FOR THE TERMS AND CONDITION OF THE PROPERTY AND PROVISIONS FOR AREA A & B. GENERAL USE OF AREA A & B PROPERTY TO BE SOLELY USED FOR INGRESS, EGRESS AND ACCESS FOR THE CONSTRUCTION OF PUBLIC AND PRIVATE UTILITIES RELATING TO THE PROJECT. ACTIVITIES INCLUDE THE TRANSPORT OF MATERIALS. THE CONTRACTOR MUST SUBMIT A REQUEST TO SOUND TRANSIT IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE PROPERTY. THE CONSTRUCTION OF ACCESS BRIDGES ACROSS THE CITY OF SEATTLE'S 60" WATERLINE (SPU) SHALL BE PERMITTED. MATCH LINE (SEE SHEET ES-6) \\\ W I— �W I W IW W co 1037+00 - - 1038+00 1039+00 1040+00 1041+00� � - - -- -- - PARCEL # 39 (2523049022) AREA A SEE UNDERPASS AGREEMENT IN APPENDIX D OF SPECIAL PROVISIONS FOR EASEMENTS IN BNSF ROW THE FOLLOWING CONSTRUCTION ACTIVITIES AREA ALLOWED THE STAGING AND STOCKPILING OF MATERIALS AND ANY EQUIPMENT THAT ARE TO BE USED SOLELY FOR THE PURPOSE OF THE CONSTRUCTION OF THE SHOOFLY EMBANKMENT LOCATED WITHIN THE BNSF RIGHT-OF-WAY. THE CONSTRUCTION OF A TEMPORARY HAUL ROAD COMPRISED OF QUARRY SPALLS AND GRAVEL TO BE USED TO SUPPORT THE CONSTRUCTION ACTIVITIES DESCRIBED ABOVE. AREA B CONSTRUCTION OF A 30' WIDE TEMPORARY HAUL ROAD NOTE: STATIONS AND OFFSETS ARE TO THE CONSTRUCTION ALIGNMENT °BNSF ROW". RECORD DRAWING BEE —ivns NO. REVISION BY DATE APPR ^" PR(1P(1CFr). -- ROW LINE PROPERTY LINE - - - - - - - - EASEMENT LINE h CONSTRUCTION EASEMENT ® CONSTRUCTION EASEMENT (SHOOFLY) ACCESS EASEMENT AS SHOWN �� DATUM 40 0 40 scale CITY OF RENTON Public Works Department Approved For Construction mmi80 I KEY PLAN f—f R-369322 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A EASEMENT LAYOUT ES-3 SHEET 2 0 LU I or LU \\\\\\\\\\\\\\\\\\\\\\a LL 507 92' LU rf l LU LU I ZI J U I O 2 Q E E 1043+00 SW 1/4, SEC 24, T 23 N, R 4 E, W.M. I Air of IL ------- O O O O 1044+00 PARCEL # 4 (0005800020) SEE DWG ES-3. o FEDAID: STPUL-1276(004) 4b BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD DRAWING m SOME DA AP ON2R C(ORD)DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF y RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. NO. MATCH LINE (SEE SHEET RW-10) BEE ° vnS ° REVISION BY DATE APPR I �� DATUM PROPOSED: ROW LINE PROPERTY LINE EASEMENT LINE 1\\\\\l CONSTRUCTION EASEMENT L\\\\\_ 40 0 40 scale ° CITY OF RENTON Public Works Department Approved For Construction 80 mmi KEY PLAN R-369323 feet STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A EASEMENT LAYOUT ES-4 SHEET 3 , , ,,. rn co CY) LU I— a Eel 1019+00 53' 40,W TAi N2' 06' 20"E 11111111111h., 25 0886700320 AMERICAN BANK 2985 NACRES AVE SW RENTON, WA 1� 1020+00 N J y 1021+00 Ill V0 ZU t STA 1021+96.52 110.00' RT 1 NW 1/4, SEC 25, T 23 N, R 4 E, W.M. MATCH LINE (SEE SHEET ES-2) T-mot--T- 1022+00 1023+00 �` 1024+00 1025+00 , CONSTRUCTION "BNSF ROW" LINE 14* 12 /� 2523049019 // r. T r — r CITY OF RENTON ////T' /Tr//� / T V/jj/jj//jj/. ( Al f /// �1�11L 1950( STA 1022+77.56 195.00' RTN2' 06' 20"E BNSF NO' 00' 28"W STA 1019+89.81 i6 417.79' RT 0886700310 wI THE BOEING COMPANY o � NACI-ES _ .. PARCEL # 13 (0886700300), # 14 (0886700280), # 15 (0886700270), # 17 (0886700090) & # 18 (0886700100) o GENERAL USE OF ACCESS EASEMENT 4. POSSESSION AND/OR USE OF FIREARMS OR EXPLOSIVES. PROPERTY TO BE USED SOLELY FOR CONSTRUCTION ACCESS TO PUBLIC 5.POSSESSION AND/OR USE OF CONTROLLED SUBSTANCES AND RELATED °o STREET IMPROVEMENTS WITH NECESSARY TEMPORARY APPURTENANCES PARAPHERNALIA. cai INCLUDING THE PLACEMENT OF PUBLIC AND PRIVATE UTILITIES WITHIN THE ADJOINING RIGHT OF WAY AND INSTALLATION OF AN EMBANKMENT, TRACK LICENSEE SHALL TAKE SUCH STEPS TO ADVISE ITS EMPLOYEES, INVITEES, q BALLAST AND TRACKS RELATING TO THE PROJECT. ACTIVITIES SHALL INCLUDE AND/OR VISITORS WHO USE OR ENTER THE LICENSED PROPERTY OF THESE THE TRANSPORT OF MATERIALS. THE CONTRACTOR MUST SUBMIT A REQUEST PROHIBITIONS. a TO BOEING IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE SEE THE DOCUMENT 'LICENSE AGREEMENT (TEMPORARY ACCESS)" INCLUDED PROPERTY. THE CONSTRUCTION OF A TEMPORARY HAUL ROAD COMPRISED OF o P IN APPENDIX F OF THE SPECIAL PROVISIONS FOR THE TERMS AND QUARRY SPALLS AND GRAVEL TO BE USED TO SUPPORT THE CONSTRUCTION CONDITIONS OF THE CONSTRUCTION EASEMENT 3 ACTIVITIES DESCRIBED ABOVE IS ALLOWED. TEMPORARY HAUL ROADS WILL REMAIN IN PLACE AT THE END OF PARCEL #15 (0886700270) & # 17 (0886700090) a CONSTRUCTION. GENERAL USE OF FUTURE RIGHT—OF—WAY AREA PROHIBITED ACTIVITIES PROPERTY TO BE USED FOR THE CONSTRUCTION OF A MODULAR BLOCK a THE FOLLOWING ACTIVITIES ARE PROHIBITED ON THE PROPERTIES: WALL, INSTALLATION OF PSE CONDUITS, QUARRY SPALLS AND FENCING. 1. THE USE OF TOBACCO PRODUCTS OF ANY KIND PARCEL #15 (0886700270) & # 18 (0886700100) N 2.POSSESSION AND/OR USE OF PHOTOGRAPHIC OR VIDEOGRAPHIC GENERAL USE OF FUTURE SLOPE EASEMENT AREA EQUIPMENT UNLESS SPECIFICALLY AUTHORIZED BY THE PROPERTY OWNER AS EVIDENCED BY THE ISSUANCE BY OF A CAMERA PERMIT. PROPERTY TO BE USED FOR GRADING PURPOSES ONLY. 3.POSSESSION AND/OR CONSUMPTION OF ALCOHOLIC BEVERAGES. L. 1026+00 39 Is2523049022 BNSF 1027+00 1028+00 RT \ \\ \ \\ 025+61.88 7W \\\\\\\\\\\\\\\\\\\\\ N4°09'....\\\\\\\\\\•�0 \\\\\\\\ X 102 //////////// /STA 8+24.30 \ \ \ \ \ 74.00' RT \ \ \ \ \ \ \ \ $ � STA Io25+n.57 // ////// • \ \ • \ \ • \ ` 170.00' RT //j//STA 1028+30.75 h("(ice GGG/ I N2' 06' 20"E h STA 1028+42.61\ G STA 1027+65.72 h 184.15' RT \ 170.00' RT P\\\\\\\\ 1025+56.20 \ \ \ \ \ \ \ S88'57'54"W \\\\\\\\\\ 00 RT 152.16 I\\\\\\\\\\ I I \ 17 I 0886700090 -t THE BOEING COMPANY I N 0886700270 THE BOEING COMPANY Y6 SECTION LINE W z STA 1025+74.18 403.24' RT I PARCEL #13 (0886700300), #15 (0886700270) & # 17 (08867000 GENERAL USE OF CONSTRUCTION EASEMENT PROPERTY TO BE USED FOR CONSTRUCTION OF PUBLIC STREET IMPROVEMENTS WITH NECESSARY TEMPORARY APPURTENANCES INCLUDING THE PLACEMENT OF PUBLIC AND PRIVATE UTILITIES WITHIN THE ADJOINING RIGHT OF WAY AND INSTALLATION OF AN EMBANKMENT, TRACK BALLAST AND TRACKS RELATING TO THE PROJECT. ACTIVITIES SHALL INCLUDE THE TRANSPORT OF MATERIALS. THE CONTRACTOR MUST SUBMIT A REQUEST TO BOEING IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE PROPERTY. THE CONSTRUCTION OF A TEMPORARY HAUL ROAD COMPRISED OF QUARRY SPALLS AND GRAVEL TO BE USED TO SUPPORT THE CONSTRUCTION ACTIVITIES DESCRIBED ABOVE IS ALLOWED. THE EMBANKMENT TO BE PLACED AS PART OF THE EASTERN SHOOFLY WILL REMAIN IN PLACE FOR THE EVENTUAL CONSTRUCTION OF A THIRD RAIL LINE BY BURLINGTON NORTHERN SANTA FE RAILWAY (BY OTHERS). A PORTION OF THE FIBER OPTIC LINES TO BE INSTALLED ARE ALLOWED TO BE ABANDONED IN PLACE. A PORTION OF THE FIBER OPTIC LINES TO BE INSTALLED WILL REMAIN ACTIVE AND IN PLACE FOR THE ABOVE MENTIONED THIRD RAIL PROJECT. NOTE: STATIONS AND OFFSETS ARE TO THE CONSTRUCTION ALIGNMENT "BNSF ROW" UNLESS OTHERWISE NOTED. FEDAID: STPUL-1276(004) HPP-1276(005) ') BergerABAM RECORD gym, AS SHOWN '"m"`"`""D T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION BEE PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 DRAWING CHEMM. DATUM in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 NAS RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. (6 4Fax: ( 2031-2300 206) 431-2250 N0. REVISION BY DATE APPR - L"5 21+47.60 'RT A "S" 22+09.03 I\ +65.6 I\ \ \ \ 5250' LT .50' RT \\\\ 18 0886700100 THE BOEING COMPANY CONSTRUCTION (E "ROW" MATCH LINE (SEE SHEET ES-9) DDnoncrn. ROW LINE PROPERTY LINE ----- EASEMENT LINE lai CONSTRUCTION EASEMENT iJ TEMPORARY ACCESS EASEMENT PERMANENT ACCESS EASEMENT L J RIGHT—OF—WAY — FUTURE PERMANENT SLOPE EASEMENT FUTURE RIGHT—OF—WAY AQUISITI ON 40 0 40 scale CITY OF RENTON Public Works Department Approved For Construction T 1029+00 PI 9+64.23 j I � N2° 06' 20"E T + _� I \\I to —S88° 57' 54"W \ \ — 66,96' \\ \ \ N2° 06' 49"E \ \ 4.01' \ \ t \\\I w' \ A 1029+42.64 Un o v 0,15 RT J N Cn w \\\ \ \ w wJ\ LU . 2 C0 \\\ w �\\\ w cf) w i + \\�) mmi80 I KEY PLAN f—f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A EASEMENTLAYOUT SHEET 4 R-369324 ��51201 5 ES-5 Eel NW 1/4, SEC 25, T 23 N, R 4 E, W.M. MATCH LINE (SEE SHEET ES-3) N2' 6' 20"E o �—�07' 15 WN2' 1031+00 0 1032+00 1033+00 1034+00; 1035+00 1036+00 1037+00 CONSTRUCTION "BNSF ROW" LINE E' W N2° 0T 15"E R/W REFERENCE LINE _ BNSF 2523049022 251.56'r CE "BNSF ROW" LINE r 412.67' BNSF �\\\\ o N2'07'15"E�— Tom-- \`�\ STA 1034+13.87 \ \ j j \ \ STA 1034+43.87 STA 1038+26.54 \ \ \ y STA 1038+ `\ 50.00' RT \\\\\\\\ \\\`\"" 50.00' RT \\y 150.00' RT \\\\\\\\\\\\ \\\\\\ 00' RT o l� 77� / // 1� ��1'11 �LLz�1/111 � 11�LLL.��1+1'1 STA 1038+03.57 l I \\\\\\\\\\\\\\\I STA 1030+83.21 25.001 80.00' \\\\\\\\\\\\\\\\1 00 105.00' RT 17 105.00' RT T/YT I\\\\\\\\\\\\\\\\1 o 0 19 \\\\\\\\\\\\\\\\1 0886700090 L. 80.06' STA 1030+82.47 0886700070 STA 1038+05.99 THE BOEING COMPANY THE BOEING COMPANY / vo.00' RT -- . 170.00' RT T -7— %�j j%/ j%% j j/ j % j j%% j%% j j/ j r j j%/j%jj%/ (/) /I W �LL' ��11_��L/�11�1/� i��11 � LL1 �11 % /�11� 1 L�/�11 � �L 11_��1� %��11_� � L� /1 z -z ��) LJ\\\\\\\\\\\\\\\/ \\\\\\\\\\\\\\\ N2° 06' 20"E N2° 0T 15"E W \ \ \ \"""""\ 79.79, 250.22' STA 103 2 I\\\\\\\\\\\\\\\y (n 80.0670.00' \\\\\\\\\\\\\\\) N1 W \\\\\\\\\\\\\\\I� , STA 1038+32.49 �_ 210.00' RT W Z L\\\\\\\\\\\\\\\1- 330.00' 30.00' 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ J )0 1040+00 1041+00 STA 1039+06.60 f ti 50.00' RTC I .26 N2° 07' 15"E — STA 1039+10.32 N 150.00' RT M Q C o 0886700050 z THE BOEING COMPANY njM492.67jff�' i 330.38 NO 00 28W \\\\\129.78\\\\\\\ _ _ - - - �Y SECTION LINE 1• V NO° 00' 28"W STA 1034+10.73 STA 1034+40.74 L .3.31., RT — —' DT 343 88 RT V 1 L/� j /�� STA 1030+29.88 / j/1 395.79' RT j 088 THE BOEI PARCEL # 19 (0886700070) GENERAL USE OF CONSTRUCTION EASEMENT PROPERTY TO BE USED FOR CONSTRUCTION OF PUBLIC STREET IMPROVEMENTS WITH NECESSARY TEMPORARY APPURTENANCES INCLUDING THE PLACEMENT OF PUBLIC AND PRIVATE UTILITIES WITHIN THE ADJOINING RIGHT OF WAY AND INSTALLATION OF AN EMBANKMENT, TRACK BALLAST AND TRACKS RELATING TO THE PROJECT. ACTIVITIES SHALL INCLUDE THE TRANSPORT OF MATERIALS. THE CONTRACTOR MUST SUBMIT A REQUEST TO BOEING IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE PROPERTY. THE CONSTRUCTION OF A TEMPORARY HAUL ROAD COMPRISED OF QUARRY SPALLS AND GRAVEL TO BE USED TO SUPPORT THE CONSTRUCTION ACTIVITIES DESCRIBED ABOVE IS ALLOWED. TEMPORARY HAUL ROADS WILL REMAIN IN PLACE AT THE END OF CONSTRUCTION. THE EMBANKMENT TO BE PLACED AS PART OF THE EASTERN SHOOFLY WILL REMAIN IN PLACE FOR THE EVENTUAL CONSTRUCTION OF A THIRD RAIL LINE BY BURLINGTON NORTHERN SANTA FIE RAILWAY (BY OTHERS). SEE DWG ES-5 FOR A DESCRIPTION OF THE CONDITIONS OF USE FOR THESE DADrCI C COD POTD r0AICTDI IrTInAI AAIn ArrCCC PARCEL #7 (0886700050) & # 19 (0886700070) GENERAL USE OF ACCESS EASEMENT PROPERTY TO BE USED SOLELY FOR CONSTRUCTION ACCESS TO PUBLIC STREET IMPROVEMENTS WITH NECESSARY TEMPORARY APPURTENANCES INCLUDING THE PLACEMENT OF PUBLIC AND PRIVATE UTILITIES WITHIN THE ADJOINING RIGHT OF WAY AND INSTALLATION OF AN EMBANKMENT, TRACK BALLAST AND TRACKS RELATING TO THE PROJECT. ACTIVITIES SHALL INCLUDE THE TRANSPORT OF MATERIALS. THE CONTRACTOR MUST SUBMIT A REQUEST TO BOEING IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE PROPERTY. THE CONSTRUCTION OF A TEMPORARY HAUL ROAD COMPRISED OF QUARRY SPALLS AND GRAVEL TO BE USED TO SUPPORT THE CONSTRUCTION ACTIVITIES DESCRIBED ABOVE IS ALLOWED. TEMPORARY HAUL ROADS WILL REMAIN IN PLACE AT THE END OF CONSTRUCTION. PROHIBITED ACTIVITIES THE FOLLOWING ACTIVITIES ARE PROHIBITED ON THE PROPERTIES: 1.THE USE OF TOBACCO PRODUCTS OF ANY KIND 2. POSSESSION AND/OR USE OF PHOTOGRAPHIC OR VIDEOGRAPHIC EQUIPMENT UNLESS SPECIFICALLY AUTHORIZED BY THE PROPERTY OWNER AS EVIDENCED BY THE ISSUANCE BY OF A CAMERA PERMIT. .roop MATCH LINE (SEE SHEET ES-9) 3. POSSESSION AND/OR CONSUMPTION OF ALCOHOLIC BEVERAGES. PROPOSED: 4. POSSESSION AND/OR USE OF FIREARMS OR EXPLOSIVES. ROW LINE 5.POSSESSION AND/OR USE OF CONTROLLED SUBSTANCES AND RELATED PARAPHERNALIA. _ PROPERTY LINE LICENSEE SHALL TAKE SUCH STEPS TO ADVISE ITS EMPLOYEES, INVITEES, AND/OR VISITORS EASEMENT LINE WHO USE OR ENTER THE LICENSED PROPERTY OF THESE PROHIBITIONS. CONSTRUCTION THE CONTRACTOR SHALL NOT OPERATE AND SHALL NOT ALLOW THE OPERATION BY ITS I� �� EASEMENT EMPLOYEES, INVITEES, OR CONTRACTORS OF ANY VEHICLES OTHER THAN PASSENGER 77 TEMPORARY ACCESS VEHICLES ON SW LONGACRES WAY PARKING LOT OR NORTH/SOUTH ROAD BETWEEN G�-/ EASEMENT LONGACRES WAY AND SW 16TH ST. SEE THE DOCUMENT 'LICENSE AGREEMENT (TEMPORARY ACCESS)' INCLUDED IN APPENDIX F OF THE SPECIAL PROVISIONS FOR THE TERMS AND CONDITIONS OF THE CONSTRUCTION EASEMENT NOTE: STATIONS AND OFFSETS ARE TO THE CONSTRUCTION ALIGNMENT "BNSF ROW". 12 FEDAID: STPUL-1276(004) HPP-1276(005) ') BergerABAM RECORD "m, AS SHOWN T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION BEE PROVIDED33301 9th Avenue South, Suite 300 BY THE CONSTRUCTION DRAWING EKK � DATUM in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 NAS RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 N0. REVISION BY DATE APPR DATA HAS NOT BEEN VERIFIED. ) ) - TO 0 40 scale CITY OF RENTON Public Works Department Approved For Construction 36 0886700060 THE BOEING COMPANY KEY PLAN +AP+ R-369325 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A EASEMENT LAYOUT ES-6 SHEET 5 a Eel SW 1/4, SEC 24, T 23 N, R 4 E, W.M. MATCH LINE (SEE SHEET ES-4) 1042+00 1043+00 1044+00 1045+00 1046+00--47+0�/ 15 E 1048+00 1049+00 1050+00 1051+00 a 1052+00 _ CONSTRUCTION "BNSF ROW" LINE 39 STA 1052+36.15 - jI STA 1043+99.27 STA 1044+79.32 R/W REFERENCE LINE = I 42.54' RT 50.00' RT 50.00' RT BNSF 2523049022 CL "BNSF ROW" LINE BNSF • N2° 07' 15'E. --1.—------ ------ STA 1045+79.39 STA 1051+53.49 /A 50.00' RT / fit 50,00' RT+38.04 w I 50.00' RT w O STA 7 100.00 NI NI 80.00'. I o M M 0 0886700050 o -A "' o THE BOEING COMPANY E' �/ // /I STA 1044+83.22 STA 1045+83.29 0 55.00' RT 15�1045+44.57 n t ! "15000' +02.98 j///// 1052+40.33 zl T I� // // I STA 1049+41.94 155.00' RT ///�� 190.00' RT %— 155.00' RT ►a _ I 298.39' STA 1044+03.73 j/I NaM. �/ ,/. //////�//////// j/�///// �// ////////�// jg ////// //j ////_/ / j////- /// j///.j �//j /1///%/% ///// /"%o� •/%//-//////%/%/% T/Tj/r7/.TT%/4�N0T / /j7j?% / T7 7-//N2° 0T15E. 492.67' N�2 0�is'E/1j /� W1111 �L�J1 11 00 40.03' 358.65' 170_00RT • / / / N� STA 1045+84.59 STA 1049+43.24 STA 1052+41.63 W + 1[-1 LL/.�1,��/ �tia I 90.00' RT on nn' RT I 190.00' RT W 1l PARCEL #7 (0886700050) , # 8 (0886700040) & # 9 (0886700030) GENERAL USE OF ACCESS EASEMENT PROPERTY TO BE USED SOLELY FOR ACCESS FOR CONSTRUCTION ACCESS TO PUBLIC STREET IMPROVEMENTS WITH NECESSARY TEMPORARY APPURTENANCES INCLUDING THE PLACEMENT OF PUBLIC AND PRIVATE UTILITIES WITHIN THE ADJOINING RIGHT OF WAY AND INSTALLATION OF AN EMBANKMENT, TRACK BALLAST AND TRACKS RELATING TO THE PROJECT. ACTIVITIES SHALL INCLUDE THE TRANSPORT OF MATERIALS. THE CONTRACTOR MUST SUBMIT A REQUEST TO BOEING IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE PROPERTY. T TEMPORARY HAUL ROADS WILL REMAIN IN PLACE AT THE END OF CONSTRUCTION. PROHIBITED ACTIVITIES THE FOLLOWING ACTIVITIES ARE PROHIBITED ON THE PROPERTIES: 1.THE USE OF TOBACCO PRODUCTS OF ANY KIND 2. POSSESSION AND/OR USE OF PHOTOGRAPHIC OR VIDEOGRAPHIC EQUIPMENT UNLESS SPECIFICALLY AUTHORIZED BY THE PROPERTY OWNER AS EVIDENCED BY THE ISSUANCE BY OF A CAMERA PERMIT 3. POSSESSION AND/OR CONSUMPTION OF ALCOHOLIC BEVERAGES. 12 FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 14 A 11 Q 0886700040 I rl z ,. e l l .1� THE BOEING COMPANY m •t 1�•�,. CO • 0886700030 Z W I THE BOEING COMPANY (jj I W & SECTION LINE J %= y STA 1050+08.93 I � I 390.7T RT i ----- 4. POSSESSION AND/OR USE OF FIREARMS OR EXPLOSIVES. 5.POSSESSION AND/OR USE OF CONTROLLED SUBSTANCES AND RELATED PARAPHERNALIA LICENSEE SHALL TAKE SUCH STEPS TO ADVISE ITS EMPLOYEES, INVITEES, AND/OR VISITORS WHO USE OR ENTER THE LICENSED PROPERTY OF THESE PROHIBITIONS. THE CONTRACTOR SHALL NOT OPERATE AND SHALL NOT ALLOW THE OPERATION BY ITS EMPLOYEES, INVITEES, OR CONTRACTORS OF ANY VEHICLES OTHER THAN PASSENGER VEHICLES ON SW LONGACRES WAY, PARKING LOT, OR NORTH/SOUTH ROAD BETWEEN LONGACRES WAY AND SW 16TH ST. SEE THE DOCUMENT 'LICENSE AGREEMENT (TEMPORARY ACCESS)' INCLUDED IN APPENDIX F OF THE SPECIAL PROVISIONS FOR THE TERMS AND CONDITIONS OF THE CONSTRUCTION EASEMENT NOTE: STATIONS AND OFFSETS ARE TO THE CONSTRUCTION ALIGNMENT "BNSF ROW". BEE —vns REVISION BY DATE APPR ^" �� DATUM I I � I� I I IN I m I II ^ ! I� I z ' I & SECTION LINE ROW LINE PROPERTY LINE EASEMENT LINE fC�!/�" TEMPORARY ACCESS EASEMENT 40 0 40 scale CITY OF RENTON Public Works Department Approved For Construction KEY PLAN fPaf STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A EASEMENTLAYOUT SHEET 6 R-369326 755/20/ a Eel SW 1/4, SEC 24, T 23 N, R 4 E, W.M. -T- 1053+00 =tee--r-- r 054+00 1055+00 1056+00 -r---�--�-- - 1057+00 N2' 07 15 E 1058+00 1059+00 gN$F RR—__— __— _�— _��— R/W REFERENCE LINE = CONSTRUCTION "BNSF ROW" LINE "BNSF ROW" LINE EXTENDED • I w I STA 1055+80.52 � STA 1058+15.03 148.55RT � - . 144.55 RT b) Avg z I 11 0886700010 1 ch ✓�111�1 ��/! LU H LU LU U) I LULU � I , LU U li Z I J I w a� I \ J it' j0 5 ON 340.35 .1 1 THE BOEING COMPANY w N, 1133a P� jxl/No° I— — — — — — — — — — ----- PARCEL #10 (0886700020) & # 11 (0886700010) GENERAL USE OF ACCESS EASEMENT PROPERTY TO BE USED SOLELY FOR ACCESS FOR CONSTRUCTION ACCESS TO PUBLIC STREET IMPROVEMENTS WITH NECESSARY TEMPORARY APPURTENANCES INCLUDING THE PLACEMENT OF PUBLIC AND PRIVATE UTILITIES WITHIN THE ADJOINING RIGHT OF WAY AND INSTALLATION OF AN EMBANKMENT, TRACK BALLAST AND TRACKS RELATING TO THE PROJECT. ACTIVITIES SHALL INCLUDE THE TRANSPORT OF MATERIALS. THE CONTRACTOR MUST SUBMIT A REQUEST TO BOEING IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE PROPERTY. PROHIBITED ACTIVITIES LL THE FOLLOWING ACTIVITIES ARE PROHIBITED ON THE PROPERTIES: a N 1. THE USE OF TOBACCO PRODUCTS OF ANY KIND 2. POSSESSION AND/OR USE OF PHOTOGRAPHIC OR VIDEOGRAPHIC EQUIPMENT UNLESS SPECIFICALLY AUTHORIZED BY THE PROPERTY OWNER AS EVIDENCED BY THE ISSUANCE BY OF A CAMERA PERMIT 3. POSSESSION AND/OR CONSUMPTION OF ALCOHOLIC BEVERAGES. o >_ d FEDAID: STPUL-127RECORD HPP-1276(005) 005) n SOME DATA ON RECORD DRAWINGS BergerABAM IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 N0. V0'or 1058+64.60 Y' � �` fr 94' RT �► 7f. roy�ys •�� . All, s � . N •L 4. POSSESSION AND/OR USE OF FIREARMS OR EXPLOSIVES. 5.POSSESSION AND/OR USE OF CONTROLLED SUBSTANCES AND RELATED PARAPHERNALIA LICENSEE SHALL TAKE SUCH STEPS TO ADVISE ITS EMPLOYEES, INVITEES, AND/OR VISITORS WHO USE OR ENTER THE LICENSED PROPERTY OF THESE PROHIBITIONS. THE CONTRACTOR SHALL NOT OPERATE AND SHALL NOT ALLOW THE OPERATION BY ITS EMPLOYEES, INVITEES, OR CONTRACTORS OF ANY VEHICLES OTHER THAN PASSENGER VEHICLES ON SW LONGACRES WAY, PARKING LOT, OR NORTH/SOUTH ROAD BETWEEN LONGACRES WAY AND SW 16TH ST. SEE THE DOCUMENT 'LICENSE AGREEMENT (TEMPORARY ACCESS)' INCLUDED IN APPENDIX F OF THE SPECIAL PROVISIONS FOR THE TERMS AND CONDITIONS OF THE CONSTRUCTION EASEMENT. NOTE: STATION AND OFFSETS ARE TO THE CONSTRUCTION ALIGNMENT "BNSF ROW". BEE �vns REVISION BY DATE APPR ^" �� DATUM PROPOSED: ROW LINE PROPERTY LINE EASEMENT LINE C L v/A TEMPORARY ACCESS EASEMENT 40 0 40 scale CITY OF RENTON Public Works Department Approved For Construction A,.'qr z f 410 ,C 80 KEY PLAN R-369327 feet STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A EASEMENT LAYOUT ES-8 SHEET 7 - ,,, NE 1/4, SEC 25, T 23 N, R 4 E, W.M. rn co co � I I � I I I ~ I I Y,6 SECTION LINE If � I I N I I r1H m C/) I z 0 W I o CI a LI l 0 C W f co W W �x�\= Cf) ��.� srA "s„ w �L �L N8714' 25"Wa W I I FR=660.00 7'3506' ` err z t r J L=79.43 \t` 'NB5° 47' 53'E T=3. 2 11 353.4T - 57' 54"E-31 G PC 23+71.37 0 r 15+00 N88' 20 0886700380 THE BOEING COMPANY 22 0886700150 THE BOEING COMPANY - v R=ay.�y — — — T=39,77 331.62 L=14.94 L=115.98 R=445.00 E V T=76.31 L=393.64 , o 54 65'SRT 4+74.54 ? 48 OOSRT 6+55.35 T_210.75 tS�j. �n 29X�o s� 3 0 a PARCEL # 18 (0886700100), #20 (0886700380), # 21 (0886700160),# 22 (0886700150), # 23 (0886700180) & # 24 (0886700190) GENERAL USE OF ACCESS EASEMENT 3.POSSESSION AND/OR CONSUMPTION OF ALCOHOLIC BEVERAGES. q PROPERTY TO BE USED SOLELY FOR CONSTRUCTION ACCESS TO PUBLIC STREET IMPROVEMENTS WITH NECESSARY 4.POSSESSION AND/OR USE OF FIREARMS OR EXPLOSIVES. TEMPORARY APPURTENANCES INCLUDING THE PLACEMENT OF PUBLIC AND PRIVATE UTILITIES WITHIN THE OR USE OF CONTROLLED SUBSTANCES AND RELATED PARAPHERNALIA. LL ADJOINING RIGHT OF WAY AND INSTALLATION OF AN EMBANKMENT, TRACK BALLAST AND TRACKS RELATING TO 5. POSSESSION AND/OR o THE PROJECT. ACTIVITIES SHALL INCLUDE THE TRANSPORT OF MATERIALS. THE CONTRACTOR MUST SUBMIT A REQUEST TO BOEING IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE PROPERTY. THE CONSTRUCTION LICENSEE SHALL TAKE SUCH STEPS TO ADVISE ITS EMPLOYEES, INVITEES, AND/OR VISITORS WHO USE OR ENTER 3 THE LICENSED PROPERTY OF THESE PROHIBITIONS. OF A TEMPORARY HAUL ROAD COMPRISED OF QUARRY SPALLS AND GRAVEL TO BE USED TO SUPPORT THE d CONSTRUCTION ACTIVITIES DESCRIBED ABOVE IS ALLOWED. SEE THE DOCUMENT 'LICENSE AGREEMENT (TEMPORARY ACCESS)" INCLUDED IN APPENDIX F OF THE SPECIAL LL TEMPORARY HAUL ROADS WILL REMAIN IN PLACE AT THE END OF CONSTRUCTION. PROVISIONS FOR THE TERMS AND CONDITIONS OF THE CONSTRUCTION EASEMENT. a LL a PROHIBITED ACTIVITIES NOTE: THE FOLLOWING ACTIVITIES ARE PROHIBITED ON THE PROPERTIES: STATIONS AND OFFSETS ARE TO THE CONSTRUCTION ALIGNMENT "BNSF ROW' UNLESS OTHERWISE NOTED. 1. THE USE OF TOBACCO PRODUCTS OF ANY KIND PARCEL #15 (0886700270) & # 18 (0886700100) N 2. POSSESSION AND/OR USE OF PHOTOGRAPHIC OR VIDEOGRAPHIC EQUIPMENT UNLESS SPECIFICALLY AUTHORIZED BY THE PROPERTY OWNER AS EVIDENCED BY THE ISSUANCE BY OF A CAMERA PERMIT GENERAL USE OF FUTURE SLOPE EASEMENT AREA I I I 24 0886700190 THE BOEING COMPANY I 0 240,00' O \\\N8—` I O ED �\ H W W 180.00' I U) W W I� W I z J U I � 3 I¢ PROPOSED: ROW LINE -- --- PROPERTY LINE - — — — — — — - EASEMENT LINE Fl-9 TEMPORARY ACCESS EASEMENT r � I L J RIGHT-OF-WAY — FUTURE PERMANENT SLOPE EASEMENT PROPERTY TO BE USED FOR GRADING PURPOSES ONLY. 40 0 40 80 I KEY P LA N R - 3 6 9328 r scale feet >_ 12 FEDAID: STPUL-1276(004) RECORD. °^°7�� Y CITY OF STRANDER BOULEVARD EXTENSION s/zo/is HPP-1276(005) ') BergerABAM gym_ SAS SHOWN � FXNTON PHASE 1, SEGMENT 2A SOME DATA ON RECORD DRAWINGS DRAWING IS BASED UPON INFORMATION `� BEE Public Works Department PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 E DATUM Approved For Construction in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 KK Nns PP EASEMENT LAYOUT ES-9 .. RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 NO. REVISION BY DATE APPR SHEET8 DATA HAS NOT BEEN VERIFIED. ) — Robert M. Hanson P.E. Date 28 -23 a Ee i, 4J I 0886700190 _ THE BOEING COMPANY I STA 1031+43.77 1648.44' RT STA 1031+16.41 856.04' RT 240.00' I 209.39, 59'.32"E�� C;) �� w\ 89' 59 W \. \ \�► ; \\ . LLJ = H BO 00 9 32`E��;\� cn I (n I 273.5414 w 011;V W I STA 1030+86.59 z I 1590.51' RT STA 1030+36.48 i- = I 1859.42' RT Q I i& _ I I 23 0886700180 THE BOEING COMPANY I I � I I I I M 34 08PI86700170 THE BOEING COMPANY - _ S89- 59' 32"W _ - &I, PARCEL # 23 (0886700180) & # 24 (0886700190) GENERAL USE OF ACCESS EASEMENT O ZD r` a1 to � Z u7 II II I— U o' J d ml STA 1028+61.94 1865.75' RT I r I II I I I PROPERTY TO BE USED SOLELY FOR CONSTRUCTION ACCESS TO PUBLIC STREET IMPROVEMENTS WITH NECESSARY TEMPORARY APPURTENANCES INCLUDING THE PLACEMENT OF PUBLIC AND PRIVATE UTILITIES WITHIN THE ADJOINING RIGHT OF WAY AND INSTALLATION OF AN EMBANKMENT, TRACK BALLAST AND TRACKS RELATING TO THE PROJECT. ACTIVITIES SHALL INCLUDE THE TRANSPORT OF MATERIALS. THE CONTRACTOR MUST SUBMIT A REQUEST TO BOEING IF SIGNS OR BARRICADES ARE TO BE PLACED WITHIN THE PROPERTY. THE CONSTRUCTION OF A TEMPORARY HAUL ROAD COMPRISED OF QUARRY SPALLS AND GRAVEL TO BE USED TO SUPPORT THE CONSTRUCTION ACTIVITIES DESCRIBED ABOVE IS ALLOWED. TEMPORARY HAUL ROADS WILL REMAIN IN PLACE AT THE END OF CONSTRUCTION PROHIBITED ACTIVITIES THE FOLLOWING ACTIVITIES ARE PROHIBITED ON THE PROPERTIES: 1.THE USE OF TOBACCO PRODUCTS OF ANY KIND 2. POSSESSION AND/OR USE OF PHOTOGRAPHIC OR VIDEOGRAPHIC EQUIPMENT UNLESS SPECIFICALLY AUTHORIZED BY THE PROPERTY OWNER AS EVIDENCED BY THE ISSUANCE BY OF A CAMERA PERMIT. 12 FEDAID: STP-1276(005) HPP-1276(005) Berger ABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. 3. POSSESSION AND/OR CONSUMPTION OF ALCOHOLIC BEVERAGES. PROPOSED: 4. POSSESSION AND/OR USE OF FIREARMS OR EXPLOSIVES. ROW LINE PROPERTY LINE 5.POSSESSION AND/OR USE OF CONTROLLED SUBSTANCES AND RELATED PARAPHERNALIA. - - - - - - - - EASEMENT LINE THELICENLICENSEDSEE LPROPERTY OF THESE PROHIBITIONS.SE L TAKE SUCH STEPS TO EMPLOYEES, INVITEES, AND/OR VISITORS WHO USE OR ENTER F --�l TEMPORARY ACCESS EASEMENT G� Z�/-/j SEE THE DOCUMENT 'LICENSE AGREEMENT (TEMPORARY ACCESS)" INCLUDED IN APPENDIX F OF THE SPECIAL PROVISIONS FOR THE TERMS AND CONDITIONS OF THE CONSTRUCTION EASEMENT. NOTE: STATIONS AND OFFSETS ARE TO THE CONSTRUCTION ALIGNMENT "BNSF ROW". BEE —vns REVISION BY DATE APPR ^" �� DATUM 40 0 40 scale CITY OF RENTON Public Works Department Approved For Construction KEY PLAN fPaf STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A EASEMENTLAYOUT SHEET 9 R-369329 F cY) - - — - F—I U11bN PA CM RR M —� UPRR �J r / I 9 I _ I I °X I I � IA x 0 I PWR a I 8 Al J 0 z o� Q V I I — — — — — — — — — — — - - BFO BFO —.X - X 1020+00 1021+00' 0 BFO �.R — — — — — — — — — — — — — — — — ------ CONSTRUCTION j "BNSF ROMP' LINE— _ _ I Ida 1022+001023+00 1024+00 1025+00 �j II L _ -- — -- — — — -- 1026+00 1027+00 iI •o, I o �... I i .. I I I S CONSTRUCTIO 'S' �I I N I I I I I � I � i 1 IN o� BFA — 1028+00=4=: 1029+0o 1030+00 a � I o 0 Irn 2 3 I I 1 II I I N0 0 I I II I I............ N .......... I......... /717= o wo c Z H- 8 II I 1 3 N I c� e >k I S I Ni N o I I I 0 I STAGE I CONSTRUCTION: 6 0 a (D INSTALL CONDUITS/VAULTS FOR FIBER OPTIC LINES N i w -a INSTALL CONDUITS/VAULTS FOR FIBER OPTIC LINES, BY OTHERS. II I I d ( O3 RELOCATE EXISTING BNSF/SOUND TRANSIT FIBER OPTIC LINE TO EAST, BY OTHERS 1 1 LLI a I ® RELOCATE EXISTING AT&T FIBER OPTIC LINE TO WEST, BY OTHERS I I o I I o LL I O5 EXTEND CULVERT I I I N I o CONSTRUCT EAST & WEST SHOOFLY EMBANKMENTS I "S" 1 I "0 �� CONSTRUCTION LINE I � 70 INSTALL PSE PROVIDED VAULT AND CONDUITS. RELOCATE BURIED POWER LINE, BY OTHERS I I \ ® CONSTRUCT STORMWATER POND CONSTRUCT PUMP STATION _------ ----_ / I + I �' O v \ �—------------- ---- E 12 FEDAID: STPUL-1276(004) )DRAWINGS BergerABAM RECORD .m_ n SOME DA AP ON2RECORD IS BASED UPON INFORMATION D RAW I N G BEE PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 EKK m CONTRACTOR TO THE CITY OF RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 Fax: ) 431-2250 206 431-2300 F206 N0. REVISION BY DATE APPR 'NAB DATA HAS NOT BEEN VERIFIED. - =,d-jWES SHOOFLY —---BFO- 1031+00 1032+00 BP FUEL LINES METRO SEWER LINE AS SHOWN �� DATUM EAST SHOOFLY d6 I I I I I I f I I I I� I I I I 1 1033+00 1034+001035+00 I � I O I I� I I I I I I SPU WATER LINE I I I � I ------------ �^ BFC 1036+00 1037+00EEF II BFO — I I I I 60 0 5C ^^ scale R-369330 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction CONSTRUCTION STAGING cs-1 . - „----- I ,.-- SHEET 1 , CY) O LU I— d N N N z a Q I m X-X. X WEST SHOOFLY BP I0P� x Im o I - - OP OF — I G G�G—G—G OP 0 GG m I m r � I z 07 I 0 I 0 i IF SS ASS SS SS I� I rA01 I L I bl I I�I f-"— PWR --PWR --PM-- PWR I LL I I a N I I N � I I I � I / ;_ WEST SHOOFLY 0 0 0 0 + 0 1ma hm A.07 ffi„ m I o" OP -�P G OP � OP G—GG� OP G � G—GGGG GAOP G OP OP —�G�G c OP OP SS SS SS � SS OP T OP � OP — �ssI�SS-SS- 7 BFO BFO — — — — — — — — — — — — — — — — — — — 5 I I 3 11 19+00 20+00 EAST SHOOFLY Cie 'L1+UU PWR — — — PWR = oje Cie FEDAID: STPUL-1276(004) HPP-1276(005) �) BergerABAM RECORD gym, AS SHOWN '"m"`"`""°1H°'1B°' T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION BEE PROVID33301 9th Avenue South, Suite 300 ED BY THE CONSTRUCTION DRAWING EKK � DATUM in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 NAS RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 N0. REVISION BY DATE APPR DATA HAS NOT BEEN VERIFIED. — CONSTRUCTION � "S" LINE 22+00 23+00 PWR PWR --P*R---PVVR ------------ STAGE 2 CONSTRUCTION: O1 MOVE BNSF RAIL LINES TO WEST SHOOFLY, BY OTHERS. O INSTALL SHEET PILES FOR BNSF EAST BRIDGE. INSTALL DEWATERING SYSTEM AND DRAW DOWN WATER TABLE. O EXCAVATE THEN CONSTRUCT BNSF EAST BRIDGE FOUNDATION, ABUTMENTS, AND SUPERSTRUCTURE. ® EXCAVATE THEN CONSTRUCT SOUTHEAST WALL AND EAST ROADWAY. O RELOCATE BNSF FIBER OPTIC LINES TO BRIDGE, BY OTHERS. © INSTALL SPARE CONDUIT AND PSE CONDUIT BEHIND ABUTMENTS. O7 REMOVE FIBER OPTIC CONDUIT AND EASTERN VAULTS. 30 0 Sale R-369331 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction CONSTRUCTION STAGING CS-2 . ,. „----- I ,.-- SHEET 2 i - - - - - - - (fl " I X`- X .— X M �� F I � I y € --BF� BP m I i P � x 0 I 8� Op I X— X WEST SHOOFLY I -- -- -- OP OP OP G G�G� Of ,S �SS�SS a� z m T O V — — — — — — — I — — — — — r — — — I m +00 15+00 0 L I n U LIiYNCABMEi O I I I X X 16+00 X x I I ----------- ��—w4 r, I CONSTRUCTION � "BNSF ROW" LINES io m II I U WEST SHOOFLY I 4 I a I I Im o II --PgB PWR PWR PWR PWR PWR PWR PWR PWR PWR PWR -- / ` I LL � i - 1110 � AEI II I I rrr BF rr BP BP % i R12 P BP v FEDAID: STPUL-127 HPP-1276(005) 005) �� BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. REVISION DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 '40 I 0 0 O 0 0 0 0 0 0 0 E — 0 OP G G OP OP SS SS I m ! I 19+00 EAST SHOOFLY P GAG—G— OP�OP GAG—G I G GAG G — G OPT G�� OP � OP _ ®- SS � SS OP � OP �SS�SS�SS I I ROW -------------------------- —w w w w w w- 7 9 10 20+00 21+00 ---------------- -w w w w CONSTRUCTION � "S" LINE - \ — 22+00 23+OC PWR PWR PWR PW PWR —PWR -- STAGE 3 CONSTRUCTION: O1 MOVE BNSF RAIL LINES TO EAST SHOOFLY, BY OTHERS. �2 RELOCATE AT&T FIBER OPTIC LINES TO BRIDGE 3O REMOVE FIBER OPTIC CONDUIT ® INSTALL SHEET PILE WALLS FOR BNSF WEST BRIDGE AND WEST STRANDER ROADWAY. INSTALL DEWATERING SYSTEM AND DRAW WATER TABLE DOWN. O EXCAVATE THEN CONSTRUCT BNSF WEST BRIDGE FOUNDATION, ABUTMENTS, AND SUPERSTRUCTURE. © EXCAVATE THEN CONSTRUCT SOUTHWEST WALL AND WEST ROADWAY. O EXTEND PSE CASINGS TO WEST. INSTALL PSE PROVIDED VAULTS AND CONDUIT. ® EXTEND SPARE CASINGS TO WEST. INSTALL VAULT AND CONDUIT. Q9 CONSTRUCT PEDESTRIAN PATH. 10 CONSTRUCT WATER LINE. STAGE 4 CONSTRUCTION (NOT SHOWN): O1 MOVE BNSF RAIL LINES TO ORIGINAL LOCATION, BY OTHERS BACKFILL EXCAVATION. 3Q GRADE/CLEAN UP R-369332 AS SHOWN '"m"` ^'°^'1B°' , CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A DATUM Public Works Department Approved For Construction CONSTRUCTION STAGING CS-3 Kuc kco�ixcw Roherf M. Hanson P.F. ❑ate SHEETS* ;, �93 CY) I I + I, I 1 I co _ _ ----------------------- CY) I _-------------- -- OP G — OP---- OF OF I IA11111111111- LU OF V i OP OF OP 0 O II OP p m� jpy OP OF OP pp OF a,.., ..W OP I + �— OP " - — — — OP — OP I — — — — — — — — — — — — — — — — — — — — z ----1— — ------ _ -------------------—------- i— T — - - - - - + + •-+ OP OP 0 QE OF T T T— — — — — — — — — — — — — — — — — s O I ------- m O D �+ ° Q _� +i-----�"OQ fP —----------------=------ S ----- --------m ----�aos ---------------------- 0 I / + . 1 — L I EXISTING BURIED POWER � I � a I TO BE RELOCATED BY OTHERS. I I I A X ° o I I I +I_ PWR EXISTING 36" CMP TO BE EXTENDED, SEE DWGS UT-2 & DD-5 FOR DETAILS I 4 EXISTING FIBER OPTIC A 4 1 4 C 6 T 7 F I� EXISTING FIBER OPTIC — BNSF ROW I---_--_ —— 6 I N I BFO-- — — — — — — —�—IiL— 1 4 �—BF✓T----- BF - --- �F�---- gFQ---- ------ _— — — — — — — — — --BF BNSF ROW BF0 BNSF ROW '= BFO ------------ — — — — — — — — — — — — — — — - - - - --- m — OPI 8 - - - - - - - EXISTING � , 5 ------ BFp NSF ROW gN I BNSF/SOUND I ° F ______-____-- -- � __ ------------_ I 3 4 TRANSIT f i 0* EXISTING BNSF/SOUND 08 EXISTING FIBER OPTIC MANHOLES I i TRANSIT MANHOLES I- -I E EXISTING 4 2 I 2 4 3 4 I I EXISTING FIBER OPTIC 0 OVERHEAD POWER CONSTRUCTION I 8 o EASEMENT I CONSTRUCTION FIBER OPTIC RELOCATION CONSTRUCTION SEQUENCING O I EASEMENT - NOTES: o STAGE 1 STAGE 2 I U ' w 2 to 11 1 I 1, SEE UT DWGS FOR FIBER OPTIC RELOCATION 4 O INSTALL FIBER OPTIC (FO) VAULTS AND CONDUIT FOR AT&T & BNSF INSTALL CASING UNDER EASTERN BRIDGES FOR PERMANENT LOCATION OF o -1 1 SEQUENCING IN BRIDGE VICINITY. WITHIN 3 FEET OF WESTERN EDGE OF BNSF'S ROW. O ALL FO LINES. CONNECT CASING UNDER BNSF BRIDGE TO BNSF/SOUND m 1 4 1 I 2. SEE EASEMENT PLANS FOR CONSTRUCTION TRANSIT CONDUITS INSTALLED IN CONSTRUCTION SEQUENCING NOTE 2. 1 I o I EASEMENTS. O INSTALL FO VAULTS AND CONDUITS FOR BNSF/SOUND TRANSIT ON RELOCATE BNSF/SOUND TRANSIT FO LINES ONTO EASTERN BRIDGE, BY O N I I g 2 NORTH AND SOUTH SIDES OF STRANDER BLVD IN VICINITY OF PROPOSED OTHERS. ABANDON TEMPORARY CONDUITS. O I EXISTING 60" WATER + EXISTING OVERHEAD 3. SEE UTILITY PLANS FOR CONDUITS, LOCATION AND g BNSF BRIDGE AND INSTALL TEMPORARY VAULTS AND CONDUITS TO THE N I TYPE OF VAULTS. T EAST. TO BE LOCATED IN ORDER TO AVOID CONSTRUCTION ACTIVITIES STAGE 3 POWER LINES ASSOCIATED WITH BRIDGE. CONTRACTOR TO DETERMINE LOCATION. 1 I 30' ROW I 4. SEE F DWGS FOR CONFIGURATION OF CONDUITS 6 CUT HOLE IN WEST SHORING WALLS & INSTALL AT&T CONDUIT. I I I BEHIND ABUTMENTS. LL O INSTALL BNSF/SOUND TRANSIT VAULTS AND CONDUIT ON EASTERN EDGE 1 _ _ J - _ - _— a OF CONSTRUCTION EASEMENT, BY OTHERS. RELOCATE AT&T FO LINES TO EASTERN SIDE OF BRIDGE THROUGH WEST I I EXISTING 14" & 12" 5. SEE BNSF BRIDGE PLANS FOR SHORING AND o N PETROLEUM LINES I I BRIDGE. LL O SHORING WALLS, BY OTHERS. REMOVE TEMPORARY CONDUIT BETWEEN I + I TEMPORARILY RELOCATE ALL FO LINES TO THE CONDUITS AND VAULTS AT&T VAULTS. - - - N I N O N CONSTRUCTED IN CONSTRUCTION SEQUENCING NOTES 1 (AT&T) & 2 I I (BNSF/SOUND TRANSIT), BY OTHERS. I EXISTING I 1 36" SANITARY SEWER o I --a 60 0 6n 19n � I O + I I I z scale R-369333 >_ 12 FEDAID: STPUL-127005) RECORD..... °�� Y CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 HPP-127COD5) ') BergerABAMm_ AS SHOWN �`"" S RENTON PHASE 1, SEGMENT 2A SOME DATA ON RECORD DRAWINGS DRAWING IS BASED UPON INFORMATION `� "" BEE Public Works Department PROVIDED BY THE CONSTRUCTION E DATUM Seder 9th Avenue South, suite 300 � Approved For construction CONSTRUCTION STAGING FIBER OPTIC RELOCATION CS-4 in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 KK Nns .. RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 NO. REVISION BY DATE APPR SHEETI DATA HAS NOT BEEN VERIFIED. ) ) - Robert M. Hanson P.E. Date 33 -23 CY) O LU I— o> rr I I I li I 1 I I I I I I 3 I B 0 — — — — — — — — — L Fo ----� BFO a o� m BFO BFO � OF I I o V 2 I CONSTRUCTION EASEMENT I 3 I I k I I I I I I I M.W r BFO RFO oP---- OP — — I � Ir----- I 2 o-ja 0A8 � I i i 3 j CONSTRUCTION I EASEMENT I Im I m I o I I � I I I I STAGE 1 I I I 40 0 40 80 Scale feet I I I I II I I o I I I I I — BFO — BFO — BFO — - - -- BFO --y-- F7 — 3F-t��-BF BFO FIBER OPTIC CONSTRUCTION SEQUENCING - STAGE 1 OINSTALL FIBER OPTIC (FO) VAULTS AND CONDUIT FOR AT&T & BNSF WITHIN 3 FEET OF WESTERN EDGE OF BNSF'S ROW. OINSTALL FO VAULTS AND CONDUITS FOR BNSF/SOUND TRANSIT ON NORTH AND SOUTH SIDE OF STRANDER BLVD IN VICINITY OF PROPOSED BNSF BRIDGE. TO BE LOCATED IN 2 ORDER TO AVOID CONSTRUCTION ACTIVITIES ASSOCIATED WITH BRIDGE. CONTRACTOR TO DETERMINE LOCATION. TEMPORARILY RELOCATE ALL FO LINES TO THE CONDUITS AND VAULTS CONSTRUCTED IN CONSTRUCTION SEQUENCING NOTES 1 (AT&T) & 2 (BNSF/SOUND TRANSIT), BY 3 Y OTHERS. FIBER OPTIC CONSTRUCTION SEQUENCING - STAGE 2 OINSTALL CONDUIT UNDER EASTERN BRIDGES FOR PERMANENT LOCATION OF ALL FO LINES. CONNECT CONDUIT 4 UNDER BNSF BRIDGE TO BNSF/SOUND TRANSIT VAULTS INSTALLED IN NOTE 2. RELOCATE BNSF/SOUND TRANSIT FO LINES ONTO EASTERN BRIDGE, BY OTHERS. ABANDON TEMPORARY CONDUITS. a — U _ — — — — — — BFO OP ------o— — — — BFO P — 4 — — — — -- ---1 I OP Ir------ o 4 I o 0H8 CONSTRUCTION EASEMENT °' I I I I o N I CONSTRUCTION a I I I EASEMENT LL r ABANDON IN PLACEA I t o AB11ON IN PLACE I AFTER RELOCATING m I I AFTER RELOCATING I a LINES TO BRIDGE I ! I im LINES TO BRIDGE �0 I �� I STAGE 2 N 2 40 0 40 80 scale feet E E v, FEDAID: STPUL-127005) C HPPON ') BergerABAM RECORD AS SHOWN �' ` °°°°' .� , CITY OF R RECORD SOME DATA ON RECORD DRAWINGS FXNTON IS BASED UPON INFORMATION BEE Public Works Department PROVIDEDDRAWING BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 C.E Approved For Construction in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. REVISION MAS BY DATE APPR Kuc �co�EY DATA HAS NOT BEEN VERIFIED. 206 431-2300 Fax: 206 431-2250 ) ) - Robert M. Hanson P.E. E STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A CONSTRUCTION STAGING FIBER OPTIC RELOCATION SHEET 2 R-369334 ��51201 5 CS-5 Q 0 z m 0 V y J - yw , ' l , , , , \ .' l F� REMOVE EXISTING — — — — CURB AND GUTTER } 25 LF REMOVE EXISTING ASPHALT } 4 SY SAWCUT EXISTING I ASPHALT ± 25 LF I I I I I � I � I I I I I I I I ----------------------------------------------- PROPOSED DRIVEWAY ENTRANCE WITH / DEPRESSED CURB, SEE PAVING PLANS I EXISTING SIDEWALK I EXISTING PLANTER STRIP I r EXISTING ASPHALT � DEMOLISH EXISTING CURB I AND GUTTER AS REQUIRED i ` PROVIDE NEATLINE SAWCUT A MINIMUM ! OF 1' FROM FACE OF GUTTER. PLAN DEMOLISH AND REMOVE EXISTING i �\ NTS ASPHALT AS REQUIRED --------------------------------------------- FEDAID: STPUL-127RECORD HPP-1276(005) 005) SOME DATA ON RECORD DRAWINGS BergerABAM IS BASED UPON INFORMATION `A7io' DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 CONTRACTOR TO THE CITY OF RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 nnrn unc wnT PPPd VPPIPIM (206) 431-2300 Fax: (206) 431-2250 N0. I I :I I NACHES AVE SW EXISTING PLANTER STRIP PROPOSED DRIVEWAY ENTRANCE WITH DEPRESSED CURB, SEE PAVING PLANS EXISTING SIDEWALK --\ Z------- — -- SECTION NTS EXISTING ASPHALT DEMOLISH AND REMOVE EXISTING ASPHALT AS REQUIRED DEMOLISH EXISTING CURB AND GUTTER AS REQUIRED m_ AS SHOWN -BEE �� DATUM 71vns REVISION BY DATE APPR ...Ly 20 0 20 scale CITY OF RENTON Public Works Department Approved For Construction LEGEND: \ ASPHALT PAVEMENT REMOVAL —SAW — SAWCUT LINE 40 feet CONCRETE CURB AND GUTTER REMOVAL STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A L DEMOLITION PLAN SHEET 1336 s/20/Is DM-1 CM \\\\\\\\ p \\ G STA "S" 2`' Q —pP G 62' LT LU ~ p STA "SG 25+11 \\ �p 63' LT Z pP d pP REMOVE EXISTING a a a° a ° ° ° CURB AND GUTTER ° S LF a °°°�° °°°°4°°G°dam4a°da°a444 °//ro }, Q O z m a V 4.4a °° i FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 r "�" BEE �NAS REVISION BY DATE APPR - SS_____ \\ STA "S" 27+40 \ / 6' LT STA "S" 28+06 / 18' LT / l REMOVE EXISTING iv Cli SYMBOL w /42, \\ ?8 \ SDI / V PAVEMENT MARKER RG1An\/AI /+ wn I r\ / AS SHOWNAl � DATUM 20 0 scale CITY OF RENTON Public Works Department Approved For Construction 20 LEGEND: I%� ASPHALT PAVEMENT REMOVAL (f 800 SY) PLANING AREA, MIN 0.15' DEPTH (f 330 SY) - — — — - CONCRETE CURB AND GUTTER REMOVAL —SAW — SAWCUT LINE • X •X •X • UTILITY TO BE ABANDONED BY REMOVAL iia KEY PLAN f—f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A DEMOLITION PLAN SHEET 2 R-369337 72512015 NOTES: 1. THE EROSION AND SEDIMENTATION CONTROL SYSTEMS DEPICTED ON THESE DRAWINGS ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE PERMITEE SHALL ANTICIPATE THAT MORE EROSION AND SEDIMENTATION CONTROL FACILITIES WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE PERMITEE TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL FACILITIES, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 2. BEFORE BEGINNING ANY CONSTRUCTION ACTIVITIES, ESTABLISH THE CLEARING LIMITS AND INSTALL CONSTRUCTION ENTRANCES. ALL REQUIRED SEDIMENTATION/EROSION CONTROL FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL EROSION AND SEDIMENT FACILITIES SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT AND ADDITIONS TO EROSION/SEDIMENTATION r CONTROL SYSTEMS SHALL BE THE RESPONSIBILITY OF THE PERMITEE. 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. a s 3. ESC MEASURES, INCLUDING ALL PERIMETER CONTROLS, SHALL REMAIN IN PLACE UNTIL FINAL SITE CONSTRUCTION IS COMPLETED AND PERMANENT STABILIZATION IS ESTABLISHED. O y J 4. FROM MAY 1 THROUGH SEPTEMBER 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR SEVEN DAYS OR MORE. 5. FROM OCTOBER 1 THROUGH APRIL 30, PROVIDE TEMPORARY AND PERMANENT COVER MEASURES TO PROTECT DISTURBED AREAS THAT WILL REMAIN UNWORKED FOR TWO DAYS OR MORE. IN ADDITION TO COVER MEASURES, THE CONTRACTOR SHALL: + PROTECT STOCKPILES AND STEEP CUT AND FILL SLOPES IF UNWORKED FOR MORE THAN 12 HOURS. + STOCKPILE, ON SITE, ENOUGH COVER MATERIALS TO COVER ALL DISTURBED AREAS. 6. PRIOR TO THE BEGINNING OF THE WET SEASON (OCT. 1), ALL DISTURBED AREAS SHALL BE REVIEWED TO IDENTIFY WHICH ONES CAN BE SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. A SKETCH MAP OF THOSE AREAS TO BE SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY OF RENTON FOR REVIEW. MULCH ALL SEEDED AREAS. 7. ANY AREA NEEDING ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 8. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING MUST BE HELD WITH THE CITY OF RENTON, PUBLIC WORKS DESIGN ENGINEER. 9. THE BOUNDARIES OF THE CLEARING LIMITS AND AREAS OF VEGETATION PRESERVATION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY FLAGGED BY SURVEY TAPE OR FENCING IN THE FIELD PRIOR TO CONSTRUCTION IN ACCORDANCE WITH APPENDIX D OF THE WASHINGTON STATE DEPARTMENT OF ECOLOGY SURFACE WATER DESIGN MANUAL AND OBSERVED DURING CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 10. APPROVAL OF THIS PLAN IS FOR EROSION/SEDIMENTATION CONTROL ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR RETENTION FACILITIES. 11. COVER MEASURES WILL BE APPLIED IN CONFORMANCE WITH APPENDIX D OF THE SURFACE WATER DESIGN MANUAL. 12. THE ESC FACILITIES SHALL BE INSPECTED DAILY BY THE CONTRACTOR AND MAINTAINED AS NECESSARY TO ENSURE THEIR CONTINUED FUNCTIONING. 13. THE ESC FACILITIES ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. 14. AT NO TIME SHALL MORE THAN ONE (1) FOOT OF SEDIMENT BE ALLOWED TO ACCUMULATE WITHIN A CATCH BASIN. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER INTO THE DOWNSTREAM SYSTEM. 15. ANY PERMANENT RETENTION/DETENTION FACILITY USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY EROSION CONTROL MEASURES AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE PERMANENT FACILITY IS TO FUNCTION ULTIMATELY AS AN INFILTRATION SYSTEM, THE TEMPORARY FACILITY MUST BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 16. THE IMPLEMENTATION OF THESE ESC PLANS AND THE CONSTRUCTION, MAINTENANCE, REPLACEMENT, AND UPGRADING OF THESE ESC FACILITIES IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ALL CONSTRUCTION IS APPROVED. 17. WHERE SEEDING FOR TEMPORARY EROSION CONTROL IS REQUIRED, FAST GERMINATING GRASSES SHALL BE APPLIED AT AN APPROPRIATE RATE, SEE SPECIAL PROVISIONS. 18. WHERE STRAW MULCH FOR TEMPORARY EROSION CONTROL IS REQUIRED, IT SHALL BE APPLIED AT A MINIMUM THICKNESS OF THREE INCHES. 19. STOCKPILES ARE TO BE LOCATED IN SAFE AREAS AND ADEQUATELY PROTECTED BY TEMPORARY SECURED PLASTIC COVER, SEEDING, OR MULCHING. HYDROSEEDING IS PREFERRED. FEDAID: STPUL-1276(004) HPP-1276(005) IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF RENTON, THE CORRECTNESS TO THIS *J BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 EROSION CONTROL CONSTRUCTION SEQUENCE NOTES: EROSION AND SEDIMENT CONTROL RECOMMENDED CONSTRUCTION SEQUENCE 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION SIGN). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL INLET PROTECTION IF REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL STANDARDS AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE 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 STORMWATER MANAGEMENT MANUAL EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON OR TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, PLASTIC SHEETING OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. RECORD��_ AS SHOWN CITY OF V FXNTON DRAWINGBEE Public Works Department ° E"Mivns Approved For Construction NO. REVISION BY DATE APPR _ ""Rohert M. Hanson P.F. f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL PLANS GENERALNOTES R-369339 715�20115 O o� Q V F SF 13 " 13.29 1 F HVF STA 1020 I Cr'CAIn- 1020+00 DD 1021+00 - o — — - ROW LINE y PROPERTY LINE - - - - - - - - - EASEMENT LINE d WETLAND BOUNDARY LL - - - - - - WETLAND BUFFER SF SILT FENCE CG CLEARING AND GRUBBING LIMITS a HVF HIGH VISIBILITY FENCE FM TEMPORARY PIPE FOR CONSTRUCTION DEWATERING N o Z E FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. 1026+53.33 SF Ico LJJ .41 LT F- F- LU I LJJ 00,1023+00 ="=� BNSF RR 1025+00 —90 �� 1026+00 —90 �� 1027+00 — MATCH LINE (SEE SHEET TE-5) CONSTRUCTION NOTES: T �T 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY CONSTRUCTION EASEMENT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. F/',/ ACCESS EASEMENT 2. CONTRACTOR SHALL ADJUST SILT FENCE AND OTHER BMP'S TO FIT SITE SHOOFLY CONSTRUCTION EASEMENT CONDITIONS AND AS APPROVED BY THE ENGINEER. WETLAND AREA 3. HIGH VISIBILITY FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS. 4. SILT FENCE SHALL BE PLACED 2' INSIDE OF THE HIGH VISIBILITY FENCE AND ® 12' SHOOFLY ACCESS ROAD AS SHOWN ON THE PLANS. + + PROVIDE PROTECTION OVER 5. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT + + + + + EXISTING WATER MAIN. SEE ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. DETAIL A ON SHEET RB-2 6. CONTRACTOR SHALL INSPECT PAVED ACCESS ROUTES WEEKLY FOR TRACKED MUD FROM THE CONSTRUCTION SITE, AND REMOVE ANY MATERIAL TO PREVENT IT ENTERING THE DOWNSTREAM STORMWATER CONVEYANCE SYSTEM. •do IW t �c�ntn. VEG BMP C101: PRESERVING NATURAL VEGETATION BUFF BMP C102: BUFFER ZONES HVF BMP C103: HIGH VISIBILITY FENCE ENTR ® BMP C105: STABILIZED CONSTRUCTION ENTRANCE STAB BMP C107: CONSTRUCTION ROAD STABILIZATION SEED BMP C120: TEMPORARY AND PERMANENT SEEDING MLCH BMP C121: MULCHING COVR BMP C123: PLASTIC COVERING TOP BMP C125: TOPSOILING DUST BMP C140: DUST CONTROL CONC BMP C151: CONCRETE HANDLING SAW BMP C152: SAW CUTTING AND SURFACING POLLUTION PREVENTION IP BMP C220: STORM DRAIN INLET PROTECTION SF BMP C223: SILT FENCE SWEEP MISC. BMP: STREET SWEEPING PUMP MISC. BMP: TEMPORARY PUMP FOR STORMWATER PIPE MISC. BMP: TEMPORARY PIPING FOR CONSTRUCTION STORMWATER XX # ITEM INCLUDED IF PROPOSED ACCESS IS USED GENERAL NOTES: 1. STOCKPILE LOCATIONS SHALL BE LOCATED AS ALLOWED ON EASEMENT DRAWINGS. 2. CONTRACTOR SHALL MAINTAIN BMP C150: MATERIALS ON HAND, ON -SITE IN AN AREA EASILY ACCESSIBLE. 3. STORM WATER DISCHARGE SAMPLING LOCATIONS TO BE FIELD LOCATED BY THE CESCL. 4. CONTRACTOR TO FOLLOW BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT IN THE STORAGE OF HAZARDOUS MATERIALS ONSITE. 5. SEE SHEET TE-1 FOR ADDITIONAL NOTES. 6. CONSTRUCTION ROAD STABILIZATION ROUTES ARE ILLUSTRATIVE ONLY, CONTRACTOR TO DETERMINE ACTUAL ROUTE. COST FOR ROAD STABILIZATION IS PART OF CONSTRUCTION ACCESS. 7. STATIONS AND OFFSETS ARE TO CONSTRUCTION ALIGNMENT "BNSF ROW". 7. SEE EASEMENT DRAWINGS FOR ALLOWABLE ACTIVITIES ON EACH PARCEL. 8. CONTRACTOR SHALL INSTALL THE PROPOSED STORMWATER TREATMENT POND PRIOR TO BEGINNING ANY MASS EXCAVATION. STORMWATER PUMPED FROM THE EXCAVATION SHALL BE ROUTED TO THE POND FOR TREATMENT BEFORE BEING DISCHARGED. 9. CONTRACTOR TO PROVIDE NOTICE TO JOHN HOWAT, OF THE CITY OF TUKWILA MAINTENANCE DEPARTMENT 10 WORKING DAYS PRIOR TO RELOCATING ANY STOCKPILED MATERIALS. SEE SHEET G-7 FOR CONTACT INFORMATION. RECORD .._._. AS SHOWN BergerABAM DRAWING 33301 9th Avenue South, Suite 300 "�"� BEES DATUM Federal Way, Washington 98003-2600 KK Nns (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR 40 0 scale CITY OF RENTON Public Works Department Approved For Construction 40 KEY PLAN fPaf STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL PLANS SHEET R-369340 ��51201 5 TE-2 O z m a V I UPRR UN/ON P -- STA 1034+48.56 HVF " PACIFIC RR HVF STA 1034+18.56 370.17 LT STA 1027+95.32 HVF STA 1030+38.73 370.95 LT - - HVF 379.20 LT STA 1031+18.73 STA 1034+48.45 HVF 370.63 LT 378.44 LT HVF HVF HVF STA 1034+18.45 360.17 LT �+•• .ram - -- - - - --- ---- 360.94 LT HVF E vvvvvv STA SF vv vvvvvvvvvvvvvvvvv'vvvvvvvvvvvvvvv 'v 1034+18.1 STA 1027+95.37 STA 1029+11.54 HV\ VF344.86 LT + 368.63 LT 378.09 LT vv v v o v� vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvyvvv v v COVR.vvvvvvvvvvvv�.vv �� vvvvvvvvvvvvvvvvvv VEG v vvvvvvvvvvv vvv +` STA 1034+48.28vvv vvvvvvvvvvv JJ v vvvvvvvvv vvvvv vvvvvvvvvvvvvvvv v vvvvvv vv HVF vvvvvvv .vvvMLCHvvvvvvvvv vvvvv vvvvvvvvvvvvvvvv v v�.vvvv vvv345.17LT vv g�FF v v vvvvv vvv SEE CONSTRUCTION v _ vvvvvvvvv vvvvv vv STA 1031+17.36 vvvvvvvvvvvvvvvv v SEED vHVFvvvvvvvv vv STA1034+17.78vvvv vvvvvvvvvNOTE10 vv vvv`-vvvvv vvvvv vv 258.30 LT v vvvvHVF STA 1034+47.78 vvvvvvvvvv v JJ_ v TOP v vSTA 1030+37.36 vvv v v v vvvv v v 300.94 LT + HVF, vvvvvvvvvv v \\ HVF\ � " . v v vv 259.21 LT vvv � vvvvvvvvvv v v o v `J �+'+- vv vv-vvvvvvvvv _Lj �v v vvvv vvvvvvvv �� v vvvv + vv vvv•.yy" y.vv vvvvvvvvv vvvvv vv vvvvvvvvyvvvvvvvvv+ o a v vv v v .vvvvv v P.: vvvv vvvvv o o vvv vvvvvvvvvvvvvvvvvvvvvy v vvv vvvvvvvvv .'IP''`:v.�: vv v vvvvvvvvvvvvv v vvv* vv vvvv vvv HVF' STA 1034+17.39 `vv vvv STA 1034+47.39 vvvvvvv vvv v v vvvvvv vvv< 265.94LT vvvv. 265.17LT HVF vvvvvv vvvv � �: vvvv vvvvvvv vvvvvvvvvSTAB vvv vvvvv vvv vvvvvvvvvvvvvvvv'* vv vvvvv Z vvvv vvvvvvvvvvyvvv vvvvvvvv vvvvvvvvv�v.vvvvvv vvvvvvvvvvvvvvvv STAB v v vvvvvvvvvvv�.vvvvvvvvvvvvvvvv SEE CONSTRUCTION NOTE 10 vv vvvyvvvvvvyvvwvvv vvvvvvv vvvvvvvvvvv vvvvvvvvvvvvvvvv vvvvvvvvvvvv vv vv v vvvvvvv.vvy,vvvvvvvvvvnvvvvvvvvvv�vvvv v,vvvvvvvvvvvvvvvvvvvvvvvvv vv vv HVF, STA1034+16.32 ��v v�"vvvvvvvvvvvvvvvvvvvvvvvvv vvvvv vvv vyyvvvvvvvvvvvvvvv�vvvvvvvvvvvvvvvvv�vvvv--------------- vvvvvvvvvvv vvvvvvvvvvvvvvvv "I PUMP vvv COVR. vvvvvvvv vvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvv�� - 170.00LTSTA1034+46.33 vvvvvvvvvvvvv vvv v v �v�.�170.00LT HVF �v.vvvvvvvvvv COVRvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvvywvvv vvvv VEG vvvvvvvvvvvvvv��vvvvvvvvv .vvvvvvvvvvvvvvvv.vvvv vvvvvvv.vvvvvvCvvvvvvvvvv PIPE ':' .. vvvvk\vvvvv �� "vvvvvvvvvv vvvv vvvvvvvvvvvvvvvvv vv vvvvvvvv�vvvvvvvvvvvvvvvv�.vv ,+ vvvvvvvvvvvvvvvvvvvvvvvvv w �i'_vv vvv vvvvvvvvvvvvvvvv v BUFF vvvvvvv.yvvvvvvvvvvvyvvvvv�vv'/j^� .vvvvvvvvv.vvvvvvvvvvvvvvvv vvvvvvvvvvvvyvvvvvvvvvvvvvvvvvvvvvvvvv�.vvvvv 'IP vvvvv vvvvvvvvvvvvvvvvvv�" ++� �vvvvvvvvvvvvvvvvvvvvvvvv vvvvvv vvvv vvv ��, vv_v v'MLCH vvvvvvvvvv�vvvvvvv yvvvvvvvvvvvvvvvvvvvvvvvvv STA 1029+36.39 � vvvvvvvvvvvvvvvvvvvyvvvvv�vvvvvvvvvvvvvvvvvv."� +,��+ v.vv STA 1034+45.32v vvvvvvvvvvv \\\\ 80.00IT HVF \\"SEED v\\\\\\\\\\\\\\\\\\\ \ `\\\\ HVF STA1034+15.32 \ HVF \\\\\\\\\\ vvv v .�/'!�/�+� ,vv 80.00LT v vvvvvvv vvvv vv vvvvvvvvv vvvvvvvYv >vvvvvvv 80.00LT vvvvv vvvvvHVF� vvvv �� vvv +,+ v vv�TOP, vvvv 7 a/ y vvvvvvvvvvvvvvv�HVFv v vvvvvvvv vv�.v +-�y v�vvvvvvvvvvvvvvvv v vvvv vvvvvvvvvvvvv vvvv vvvvvvvvvv vv vvvvvvvvvvvvvvvvvvvvvv IF vvvvvvvvvvvv vvvvvvvvvvvvvvvvvvv vvv vvvvvvvvvvvv vvvv 77 0 =-7- NC BNSF RR 028+00 -D 1029+00 1030+00 ��1031+00 90 �1032+00 _ 3+00 1034+00 1035+00 - 1036+00 1 FrFnln• o - - - ROW LINE y PROPERTY LINE - - - - - - - - - EASEMENT LINE d WETLAND BOUNDARY LL - - - - - - WETLAND BUFFER SF SILT FENCE CG CLEARING AND GRUBBING LIMITS a HVF HIGH VISIBILITY FENCE FM TEMPORARY PIPE FOR CONSTRUCTION DEWATERING N o Z E 12 FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. MATCH LINE (SEE SHEET TE-6) CONSTRUCTION NOTES: T �T 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY Ivvvv��l CONSTRUCTION EASEMENT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL �\ BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. F/',/ ACCESS EASEMENT 2. CONTRACTOR SHALL ADJUST SILT FENCE AND OTHER BMP'S TO FIT SITE SHOOFLY CONSTRUCTION EASEMENT CONDITIONS AND AS APPROVED BY THE ENGINEER. WETLAND AREA 3. HIGH VISIBILITY FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS. 4. SILT FENCE SHALL BE PLACED 2' INSIDE OF THE HIGH VISIBILITY FENCE AND ® 12' SHOOFLY ACCESS ROAD AS SHOWN ON THE PLANS. + + PROVIDE PROTECTION OVER 5. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT + + + + + EXISTING WATER MAIN. SEE ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. DETAIL A ON SHEET RB-2 6. CONTRACTOR SHALL INSPECT PAVED ACCESS ROUTES WEEKLY FOR TRACKED MUD FROM THE CONSTRUCTION SITE, AND REMOVE ANY MATERIAL TO PREVENT IT ENTERING THE DOWNSTREAM STORMWATER CONVEYANCE SYSTEM. *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 I Gr_Gn1n• VEG BMP C101: PRESERVING NATURAL VEGETATION BUFF BMP C102: BUFFER ZONES HVF BMP C103: HIGH VISIBILITY FENCE ENTR ® BMP C105: STABILIZED CONSTRUCTION ENTRANCE STAB BMP C107: CONSTRUCTION ROAD STABILIZATION SEED BMP C120: TEMPORARY AND PERMANENT SEEDING MLCH BMP C121: MULCHING COVR BMP C123: PLASTIC COVERING TOP BMP C125: TOPSOILING DUST BMP C140: DUST CONTROL CONC BMP C151: CONCRETE HANDLING SAW BMP C152: SAW CUTTING AND SURFACING POLLUTION PREVENTION DIP BMP C220: STORM DRAIN INLET PROTECTION nSF BMP C223: SILT FENCE = SWEEP MISC. BMP: STREET SWEEPING r Z PUMP MISC. BMP: TEMPORARY PUMP FOR STORMWATER m PIPE MISC. BMP: TEMPORARY PIPING FOR CONSTRUCTION STORMWATER FMTT XX # ITEM INCLUDED IF PROPOSED ACCESS IS USED m C/) Im GENERAL NOTES: --1 1. STOCKPILE LOCATIONS SHALL BE LOCATED AS ALLOWED ON - H EASEMENT DRAWINGS. m 2. CONTRACTOR SHALL MAINTAIN BMP C150: MATERIALS ON HAND, ON -SITE IN AN AREA EASILY ACCESSIBLE. 3. STORM WATER DISCHARGE SAMPLING LOCATIONS TO BE FIELD LOCATED BY THE CESCL. 4. CONTRACTOR TO FOLLOW BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT IN THE STORAGE OF HAZARDOUS MATERIALS ONSITE. 5. SEE SHEET TE-1 FOR ADDITIONAL NOTES. 6. CONSTRUCTION ROAD STABILIZATION ROUTES ARE ILLUSTRATIVE ONLY, CONTRACTOR TO DETERMINE ACTUAL ROUTE. COST FOR ROAD STABILIZATION IS PART OF CONSTRUCTION ACCESS. 7. STATIONS AND OFFSETS ARE TO CONSTRUCTION ALIGNMENT "BNSF ROW". 7. SEE EASEMENT DRAWINGS FOR ALLOWABLE ACTIVITIES ON EACH PARCEL. 8. CONTRACTOR SHALL INSTALL THE PROPOSED STORMWATER TREATMENT POND PRIOR TO BEGINNING ANY MASS EXCAVATION. STORMWATER PUMPED FROM THE EXCAVATION SHALL BE ROUTED TO THE POND FOR TREATMENT BEFORE BEING DISCHARGED. 9. CONTRACTOR TO PROVIDE NOTICE TO JOHN HOWAT, OF THE CITY OF TUKWILA MAINTENANCE DEPARTMENT 10 WORKING DAYS PRIOR TO RELOCATING ANY STOCKPILED MATERIALS. SEE SHEET G-7 FOR CONTACT INFORMATION. 10. ONLY ONE OF TWO ACCESS ROAD LOCATIONS WILL BE UTILIZED BY THE CONTRACTOR. THE ENGINEER WILL DESIGNATE WHICH ACCESS ROAD LOCATION WILL BE USED. BEE -ivns NO. REVISION BY DATE APPR ^" AS SHOWN �� DATUM 40 0 scale CITY OF RENTON Public Works Department Approved For Construction 40 KEY PLAN fPaf R-369341 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL PLANS TE-3 SHEET 2 O z m a V C-0 w VEG\\\\\' LL STAB LL w LL \ J STA& VEG\�� .BUFF.�� COVR,�� HVF STA 1038+26.47 SEED �� 80.00LT .TOP 1 FrFNIn• 79 1037+00 — 1038+00BNSF RR ,—_ 1039+00 1040+00 1042+00 _ 1043+00 �� MATCH LINE (SEE SHEET TE-7) o — — — ROW LINE y PROPERTY LINE — — — — — — — — — EASEMENT LINE d WETLAND BOUNDARY LL - — — — — - WETLAND BUFFER SF SILT FENCE CG CLEARING AND GRUBBING LIMITS a HVF HIGH VISIBILITY FENCE FM TEMPORARY PIPE FOR CONSTRUCTION DEWATERING N o Z E FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. CONSTRUCTION NOTES: T �T 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY CONSTRUCTION EASEMENT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. F/',/ ACCESS EASEMENT 2. CONTRACTOR SHALL ADJUST SILT FENCE AND OTHER BMP'S TO FIT SITE SHOOFLY CONSTRUCTION EASEMENT CONDITIONS AND AS APPROVED BY THE ENGINEER. WETLAND AREA 3. HIGH VISIBILITY FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS. 4. SILT FENCE SHALL BE PLACED 2' INSIDE OF THE HIGH VISIBILITY FENCE AND ® 12' SHOOFLY ACCESS ROAD AS SHOWN ON THE PLANS. + + PROVIDE PROTECTION OVER 5. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT + + + + + EXISTING WATER MAIN. SEE ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. DETAIL A ON SHEET RB-2 6. CONTRACTOR SHALL INSPECT PAVED ACCESS ROUTES WEEKLY FOR TRACKED MUD FROM THE CONSTRUCTION SITE, AND REMOVE ANY MATERIAL TO PREVENT IT ENTERING THE DOWNSTREAM STORMWATER CONVEYANCE SYSTEM. *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 LEGEND: VEG BMP C101: PRESERVING NATURAL VEGETATION BUFF BMP C102: BUFFER ZONES HVF BMP C103: HIGH VISIBILITY FENCE ENTR ® BMP C105: STABILIZED CONSTRUCTION ENTRANCE II STAB BMP C107: CONSTRUCTION ROAD STABILIZATION _ * � SEED BMP C120: TEMPORARY AND PERMANENT SEEDING IP r MLCH BMP C121: MULCHING COVR BMP C123: PLASTIC COVERING * TOP BMP C125: TOPSOILING IP P DUST BMP C140: DUST CONTROL BMP C151: CONCRETE HANDLING ENTR — — ---- SAW BMP C152: SAW CUTTING AND SURFACING POLLUTION PREVENTION IP * IP BMP C220: STORM DRAIN INLET PROTECTION SF BMP C223: SILT FENCE SWEEP MISC. BMP: STREET SWEEPING PUMP MISC. BMP: TEMPORARY PUMP FOR STORMWATER - PIPE * MISC. BMP: TEMPORARY PIPING FOR CONSTRUCTION STORMWATER ail XX ITEM INCLUDED IF PROPOSED ACCESS IS USED y GENERAL NOTES: 1. STOCKPILE LOCATIONS SHALL BE LOCATED AS ALLOWED ON EASEMENT DRAWINGS. 2. CONTRACTOR SHALL MAINTAIN BMP C150: MATERIALS ON HAND, ON —SITE IN AN AREA EASILY ACCESSIBLE. 3. STORM WATER DISCHARGE SAMPLING LOCATIONS TO BE FIELD LOCATED BY THE CESCL. 4. CONTRACTOR TO FOLLOW BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT IN THE STORAGE OF HAZARDOUS MATERIALS ONSITE. 5. SEE SHEET TE-1 FOR ADDITIONAL NOTES. 6. CONSTRUCTION ROAD STABILIZATION ROUTES ARE ILLUSTRATIVE ONLY, CONTRACTOR TO DETERMINE ACTUAL ROUTE. COST FOR ROAD STABILIZATION IS PART OF CONSTRUCTION ACCESS. 7. STATIONS AND OFFSETS ARE TO CONSTRUCTION ALIGNMENT "BNSF ROW". 7. SEE EASEMENT DRAWINGS FOR ALLOWABLE ACTIVITIES ON EACH PARCEL. 8. CONTRACTOR SHALL INSTALL THE PROPOSED STORMWATER TREATMENT POND PRIOR TO BEGINNING ANY MASS EXCAVATION. STORMWATER PUMPED FROM THE EXCAVATION SHALL BE ROUTED TO THE POND FOR TREATMENT BEFORE BEING DISCHARGED. 9. CONTRACTOR TO PROVIDE NOTICE TO JOHN HOWAT, OF THE CITY OF TUKWILA MAINTENANCE DEPARTMENT 10 WORKING DAYS PRIOR TO RELOCATING ANY STOCKPILED MATERIALS. SEE SHEET G-7 FOR CONTACT INFORMATION. 10. ONLY ONE OF TWO ACCESS ROAD LOCATIONS WILL BE UTILIZED BY THE CONTRACTOR. THE ENGINEER WILL DESIGNATE WHICH ACCESS ROAD LOCATION WILL BE USED. "�" BEE �NAS NO. REVISION BY DATE APPR - AS SHOWN �� DATUM 40 0 scale CITY OF RENTON Public Works Department Approved For Construction 40 KEY PLAN fPaf R-369342 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL PLANS TE-4 SHEET 3 O z m V I rrrnin. o — — — ROW LINE y PROPERTY LINE — — — — — — — — — EASEMENT LINE d WETLAND BOUNDARY LL - — — — — - WETLAND BUFFER SF SILT FENCE CG CLEARING AND GRUBBING LIMITS a HVF HIGH VISIBILITY FENCE FM TEMPORARY PIPE FOR CONSTRUCTION DEWATERING N o Z E FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. MATCH LINE (SEE SHEET TE-1) j�//y i MATCH LINE (SEE SHEET TE-8) CONSTRUCTION NOTES: 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY CONSTRUCTION EASEMENT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. F/',/ ACCESS EASEMENT 2. CONTRACTOR SHALL ADJUST SILT FENCE AND OTHER BMP'S TO FIT SITE SHOOFLY CONSTRUCTION EASEMENT CONDITIONS AND AS APPROVED BY THE ENGINEER. WETLAND AREA 3. HIGH VISIBILITY FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS. 4. SILT FENCE SHALL BE PLACED 2' INSIDE OF THE HIGH VISIBILITY FENCE AND ® 12' SHOOFLY ACCESS ROAD AS SHOWN ON THE PLANS. + + PROVIDE PROTECTION OVER 5. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT + + + + + EXISTING WATER MAIN. SEE ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. DETAIL A ON SHEET RB-2 6. CONTRACTOR SHALL INSPECT PAVED ACCESS ROUTES WEEKLY FOR TRACKED MUD FROM THE CONSTRUCTION SITE, AND REMOVE ANY MATERIAL TO PREVENT IT ENTERING THE DOWNSTREAM STORMWATER CONVEYANCE SYSTEM. MLCH KLMU tx GA 11 , AND POSTS SEED v v /� t CCCnin. VEG BMP C101: PRESERVING NATURAL VEGETATION BUFF BMP C102: BUFFER ZONES Cy)BMP C103: HIGH VISIBILITY FENCE ENTR ® BMP C105: STABILIZED CONSTRUCTION ENTRANCE STAB BMP C107: CONSTRUCTION ROAD STABILIZATION SEED BMP C120: TEMPORARY AND PERMANENT SEEDING MLCH BMP C121: MULCHING COVR BMP C123: PLASTIC COVERING TOP BMP C125: TOPSOILING DUST BMP C140: DUST CONTROL CONC BMP C151: CONCRETE HANDLING SAW BMP C152: SAW CUTTING AND SURFACING POLLUTION PREVENTION IP BMP C220: STORM DRAIN INLET PROTECTION SF BMP C223: SILT FENCE SWEEP MISC. BMP: STREET SWEEPING PUMP MISC. BMP: TEMPORARY PUMP FOR STORMWATER PIPE MISC. BMP: TEMPORARY PIPING FOR CONSTRUCTION STORMWATER XX * ITEM INCLUDED IF PROPOSED ACCESS IS USED GENERAL NOTES: 1. STOCKPILE LOCATIONS SHALL BE LOCATED AS ALLOWED ON EASEMENT DRAWINGS. 2. CONTRACTOR SHALL MAINTAIN BMP C150: MATERIALS ON HAND, ON —SITE IN AN AREA EASILY ACCESSIBLE. 3. STORM WATER DISCHARGE SAMPLING LOCATIONS TO BE FIELD LOCATED BY THE CESCL. 4. CONTRACTOR TO FOLLOW BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT IN THE STORAGE OF HAZARDOUS MATERIALS ONSITE. 5. SEE SHEET TE-1 FOR ADDITIONAL NOTES. 6. CONSTRUCTION ROAD STABILIZATION ROUTES ARE ILLUSTRATIVE ONLY, CONTRACTOR TO DETERMINE ACTUAL ROUTE. COST FOR ROAD STABILIZATION IS PART OF CONSTRUCTION ACCESS. 7. STATIONS AND OFFSETS ARE TO CONSTRUCTION ALIGNMENT "BNSF ROW". 7. SEE EASEMENT DRAWINGS FOR ALLOWABLE ACTIVITIES ON EACH PARCEL. 8. CONTRACTOR SHALL INSTALL THE PROPOSED STORMWATER TREATMENT POND PRIOR TO BEGINNING ANY MASS EXCAVATION. STORMWATER PUMPED FROM THE EXCAVATION SHALL BE ROUTED TO THE POND FOR TREATMENT BEFORE BEING DISCHARGED. 9. CONTRACTOR TO PROVIDE NOTICE TO JOHN HOWAT, OF THE CITY OF TUKWILA MAINTENANCE DEPARTMENT 10 WORKING DAYS PRIOR TO RELOCATING ANY STOCKPILED MATERIALS. SEE SHEET G-7 FOR CONTACT INFORMATION. RECORD .._._. AS SHOWN �� BergerABAM 33301 9th Avenue South, Suite 300 DRAWING — BEE S DATUM Federal Way, Washington 98003-2600 Nns (! (206) 431-2300 Fax: (206) 431-2250 N0. REVISION BY DATE APPR _ �'"` PC01�'""` 40 0 scale CITY OF RENTON Public Works Department Approved For Construction 40 KEY PLAN fPaf STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL PLANS SHEET 4 R-369343 755/20/ L0 `: :`..`: :STAB. � MLCH L1J Uj W LU U) .. ♦ ::: W y: U IPA: MATCH LINE (SEE SHEET TE-3) ,I MATCH LINE (SEE SHEET TE-8) LEGEND: LL\\\\\ o — — - ROW LINE I\ \ \ \ \ \I CONSTRUCTION EASEMENT T PROPERTY LINE 1 71 - - - - - - - - - EASEMENT LINE ��' ,/ ACCESS EASEMENT WETLAND BOUNDARY LL - - - - - - WETLAND BUFFER SHOOFLY CONSTRUCTION EASEMENT SF SILT FENCE CG CLEARING AND GRUBBING LIMITS WETLAND AREA HVF HIGH VISIBILITY FENCE FM TEMPORARY PIPE FOR ® 12' SHOOFLY ACCESS ROAD CONSTRUCTION DEWATERING + + FUTURE PERMANENT ***+* PROVIDE PROTECTION OVER EXISTING WATER MAIN. SEE SLOPE EASEMENT DETAIL A ON SHEET RB-2 FUTURE RIGHT-OF-WAY o AQUISITION Z d FEDAID: STPUL-1276(004) )DRAWINGS BergerABAM RECORD SOME DA AP ON2RECORD IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 CONSTRUCTION NOTES: 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. 2. CONTRACTOR SHALL ADJUST SILT FENCE AND OTHER BMP'S TO FIT SITE CONDITIONS AND AS APPROVED BY THE ENGINEER. 3. HIGH VISIBILITY FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS. 4. SILT FENCE SHALL BE PLACED 2' INSIDE OF THE HIGH VISIBILITY FENCE AND AS SHOWN ON THE PLANS. 5. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. 6. CONTRACTOR SHALL INSPECT PAVED ACCESS ROUTES WEEKLY FOR TRACKED MUD FROM THE CONSTRUCTION SITE, AND REMOVE ANY MATERIAL TO PREVENT IT ENTERING THE DOWNSTREAM STORMWATER CONVEYANCE SYSTEM. VEG BMP C101: PRESERVING NATURAL VEGETATION BUFF BMP C102: BUFFER ZONES HVF BMP C103: HIGH VISIBILITY FENCE ENTR ® BMP C105: STABILIZED CONSTRUCTION ENTRANCE STAB BMP C107: CONSTRUCTION ROAD STABILIZATION SEED BMP C120: TEMPORARY AND PERMANENT SEEDING MLCH BMP C121: MULCHING COVR BMP C123: PLASTIC COVERING TOP BMP C125: TOPSOILING DUST BMP C140: DUST CONTROL CONC BMP C151: CONCRETE HANDLING SAW BMP C152: SAW CUTTING AND SURFACING POLLUTION PREVENTION IP BMP C220: STORM DRAIN INLET PROTECTION SF BMP C223: SILT FENCE SWEEP MISC. BMP: STREET SWEEPING PUMP MISC. BMP: TEMPORARY PUMP FOR STORMWATER PIPE MISC. BMP: TEMPORARY PIPING FOR CONSTRUCTION STORMWATER XX * ITEM INCLUDED IF PROPOSED ACCESS IS USED GENERAL NOTES: 1. STOCKPILE LOCATIONS SHALL BE LOCATED AS ALLOWED ON EASEMENT DRAWINGS. 2. CONTRACTOR SHALL MAINTAIN BMP C150: MATERIALS ON HAND, ON -SITE IN AN AREA EASILY ACCESSIBLE. 3. STORM WATER DISCHARGE SAMPLING LOCATIONS TO BE FIELD LOCATED BY THE CESCL. 4. CONTRACTOR TO FOLLOW BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT IN THE STORAGE OF HAZARDOUS MATERIALS ONSITE. 5. SEE SHEET TE-1 FOR ADDITIONAL NOTES. 6. CONSTRUCTION ROAD STABILIZATION ROUTES ARE ILLUSTRATIVE ONLY, CONTRACTOR TO DETERMINE ACTUAL ROUTE. COST FOR ROAD STABILIZATION IS PART OF CONSTRUCTION ACCESS. 7. STATIONS AND OFFSETS ARE TO CONSTRUCTION ALIGNMENT "BNSF ROW". 7. SEE EASEMENT DRAWINGS FOR ALLOWABLE ACTIVITIES ON EACH PARCEL. 8. CONTRACTOR SHALL INSTALL THE PROPOSED STORMWATER TREATMENT POND PRIOR TO BEGINNING ANY MASS EXCAVATION. STORMWATER PUMPED FROM THE EXCAVATION SHALL BE ROUTED TO THE POND FOR TREATMENT BEFORE BEING DISCHARGED. 9. CONTRACTOR TO PROVIDE NOTICE TO JOHN HOWAT, OF THE CITY OF TUKWILA MAINTENANCE DEPARTMENT 10 WORKING DAYS PRIOR TO RELOCATING ANY STOCKPILED MATERIALS. SEE SHEET G-7 FOR CONTACT INFORMATION. "�" BEE �NAS REVISION BY DATE APPR - AS SHOWN �� DATUM 40 0 14� scale CITY OF RENTON Public Works Department Approved For Construction 40 8 I KEY PLAN R-369344 feet STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL PLANS TE-6 SHEET 5 1 re-rNlrA. o — — - ROW LINE T PROPERTY LINE - - - - - - - - - EASEMENT LINE d WETLAND BOUNDARY LL - - - - - - WETLAND BUFFER SF SILT FENCE CG CLEARING AND GRUBBING LIMITS a HVF HIGH VISIBILITY FENCE FM TEMPORARY PIPE FOR CONSTRUCTION DEWATERING FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. MATC'H I INF (SFF RHFFT TF-4 IP �R fy HVF � VEG t � . 1�. '�'� ��• BUFF ' Lam' I— T 11 �I CONSTRUCTION EASEMENT F/',/ ACCESS EASEMENT SHOOFLY CONSTRUCTION EASEMENT WETLAND AREA ® 12' SHOOFLY ACCESS ROAD + + PROVIDE PROTECTION OVER + + + + + EXISTING WATER MAIN. SEE DETAIL A ON SHEET RB-2 BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 k Lill art CONSTRUCTION NOTES: 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. 2. CONTRACTOR SHALL ADJUST SILT FENCE AND OTHER BMP'S TO FIT SITE CONDITIONS AND AS APPROVED BY THE ENGINEER. 3. HIGH VISIBILITY FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS. 4. SILT FENCE SHALL BE PLACED 2' INSIDE OF THE HIGH VISIBILITY FENCE AND AS SHOWN ON THE PLANS. 5. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. 6. CONTRACTOR SHALL INSPECT PAVED ACCESS ROUTES WEEKLY FOR TRACKED MUD FROM THE CONSTRUCTION SITE, AND REMOVE ANY MATERIAL TO PREVENT IT ENTERING THE DOWNSTREAM STORMWATER CONVEYANCE SYSTEM. 1,f MIMIC'! IP I - L�zz �.". VEG BMP C101: PRESERVING NATURAL VEGETATION BUFF BMP C102: BUFFER ZONES HVF BMP C103: HIGH VISIBILITY FENCE ENTR ® BMP C105: STABILIZED CONSTRUCTION ENTRANCE STAB BMP C107: CONSTRUCTION ROAD STABILIZATION SEED BMP C120: TEMPORARY AND PERMANENT SEEDING MLCH BMP C121: MULCHING COVR BMP C123: PLASTIC COVERING TOP BMP C125: TOPSOILING DUST BMP C140: DUST CONTROL CONC BMP C151: CONCRETE HANDLING SAW BMP C152: SAW CUTTING AND SURFACING POLLUTION PREVENTION IP BMP C220: STORM DRAIN INLET PROTECTION SF BMP C223: SILT FENCE SWEEP MISC. BMP: STREET SWEEPING PUMP MISC. BMP: TEMPORARY PUMP FOR STORMWATER PIPE MISC. BMP: TEMPORARY PIPING FOR CONSTRUCTION STORMWATER XX # ITEM INCLUDED IF PROPOSED ACCESS IS USED GENERAL NOTES: 1. STOCKPILE LOCATIONS SHALL BE LOCATED AS ALLOWED ON EASEMENT DRAWINGS. 2. CONTRACTOR SHALL MAINTAIN BMP C150: MATERIALS ON HAND, ON -SITE IN AN AREA EASILY ACCESSIBLE. 3. STORM WATER DISCHARGE SAMPLING LOCATIONS TO BE FIELD LOCATED BY THE CESCL. 4. CONTRACTOR TO FOLLOW BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT IN THE STORAGE OF HAZARDOUS MATERIALS ONSITE. 5. SEE SHEET TE-1 FOR ADDITIONAL NOTES. 6. CONSTRUCTION ROAD STABILIZATION ROUTES ARE ILLUSTRATIVE ONLY, CONTRACTOR TO DETERMINE ACTUAL ROUTE. COST FOR ROAD STABILIZATION IS PART OF CONSTRUCTION ACCESS. 7. STATIONS AND OFFSETS ARE TO CONSTRUCTION ALIGNMENT "BNSF ROW". 7. SEE EASEMENT DRAWINGS FOR ALLOWABLE ACTIVITIES ON EACH PARCEL. 8. CONTRACTOR SHALL INSTALL THE PROPOSED STORMWATER TREATMENT POND PRIOR TO BEGINNING ANY MASS EXCAVATION. STORMWATER PUMPED FROM THE EXCAVATION SHALL BE ROUTED TO THE POND FOR TREATMENT BEFORE BEING DISCHARGED. 9. CONTRACTOR TO PROVIDE NOTICE TO JOHN HOWAT, OF THE CITY OF TUKWILA MAINTENANCE DEPARTMENT 10 WORKING DAYS PRIOR TO RELOCATING ANY STOCKPILED MATERIALS. SEE SHEET G-7 FOR CONTACT INFORMATION. BEE —ivns REVISION BY DATE APPR ^" AS SHOWN �� DATUM 40 0 14� scale CITY OF RENTON Public Works Department Approved For Construction 40 80 KEY PLAN R-369345 feet STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL PLANS TE-7 SHEET 6 .1 ,,. � I * HVF STA 1031+32.34 1338.65 RT * HVF STA 1039_7 1289.61 + r. * STA 1030+72.95�\�� HVF 1220.76 RT \ \\\ * STA 1030+72.93 • HVF STA 1030+65.00 A A\\ 1005.06 RT HVF+ SWEEP HVF 7 \\ ENTR \V A\ �V AV AV AV AV A\I AV A\ \V AV AV AV AV A C i STA \1030+25.63 * 23.72 T HVF T I m .98.HVF HVF Uj�$ _ * 1008.68 RT _ STA 1029+70.44 HVF �► • I m MLCH 770.96 RT ~ �� Y m q=� \ I cn -------------- NMI LEGEND: r\\\\\ LL o — — — ROW LINE 1\\\\\ \I CONSTRUCTION EASEMENT T PROPERTY LINE 1 71 — — — — — — — — — EASEMENT LINE //' ,/ ACCESS EASEMENT WETLAND BOUNDARY LL - — — — — - WETLAND BUFFER SHOOFLY CONSTRUCTION EASEMENT SF SILT FENCE CG CLEARING AND GRUBBING LIMITS WETLAND AREA HVF HIGH VISIBILITY FENCE g FM TEMPORARY PIPE FOR ® 12' SHOOFLY ACCESS ROAD CONSTRUCTION DEWATERING FUTURE PERMANENT + + *++++ PROVIDE PROTECTION OVER EXISTING WATER MAIN. SEE SLOPE EASEMENT DETAIL A ON SHEET RB-2 o Z E FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. CONSTRUCTION NOTES: 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. 2. CONTRACTOR SHALL ADJUST SILT FENCE AND OTHER BMP'S TO FIT SITE CONDITIONS AND AS APPROVED BY THE ENGINEER. 3. HIGH VISIBILITY FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS. 4. SILT FENCE SHALL BE PLACED 2' INSIDE OF THE HIGH VISIBILITY FENCE AND AS SHOWN ON THE PLANS. 5. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. 6. CONTRACTOR SHALL INSPECT PAVED ACCESS ROUTES WEEKLY FOR TRACKED MUD FROM THE CONSTRUCTION SITE, AND REMOVE ANY MATERIAL TO PREVENT IT ENTERING THE DOWNSTREAM STORMWATER CONVEYANCE SYSTEM. LEGEND: VEG BMP C101: PRESERVING NATURAL VEGETATION BUFF BMP C102: BUFFER ZONES HVF BMP C103: HIGH VISIBILITY FENCE ENTR ® BMP C105: STABILIZED CONSTRUCTION ENTRANCE STAB BMP C107: CONSTRUCTION ROAD STABILIZATION SEED BMP C120: TEMPORARY AND PERMANENT SEEDING MLCH BMP C121: MULCHING COVR BMP C123: PLASTIC COVERING TOP BMP C125: TOPSOILING DUST BMP C140: DUST CONTROL CONC BMP C151: CONCRETE HANDLING SAW BMP C152: SAW CUTTING AND SURFACING POLLUTION PREVENTION IP BMP C220: STORM DRAIN INLET PROTECTION SF BMP C223: SILT FENCE SWEEP MISC. BMP: STREET SWEEPING PUMP MISC. BMP: TEMPORARY PUMP FOR STORMWATER PIPE MISC. BMP: TEMPORARY PIPING FOR CONSTRUCTION STORMWATER XX * ITEM INCLUDED IF PROPOSED ACCESS IS USED GENERAL NOTES: 1. STOCKPILE LOCATIONS SHALL BE LOCATED AS ALLOWED ON EASEMENT DRAWINGS. 2. CONTRACTOR SHALL MAINTAIN BMP C150: MATERIALS ON HAND, ON —SITE IN AN AREA EASILY ACCESSIBLE. 3. STORM WATER DISCHARGE SAMPLING LOCATIONS TO BE FIELD LOCATED BY THE CESCL. 4. CONTRACTOR TO FOLLOW BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT IN THE STORAGE OF HAZARDOUS MATERIALS ONSITE. 5. SEE SHEET TE-1 FOR ADDITIONAL NOTES. 6. CONSTRUCTION ROAD STABILIZATION ROUTES ARE ILLUSTRATIVE ONLY, CONTRACTOR TO DETERMINE ACTUAL ROUTE. COST FOR ROAD STABILIZATION IS PART OF CONSTRUCTION ACCESS. 7. STATIONS AND OFFSETS ARE TO CONSTRUCTION ALIGNMENT "BNSF ROW". 7. SEE EASEMENT DRAWINGS FOR ALLOWABLE ACTIVITIES ON EACH PARCEL. 8. CONTRACTOR SHALL INSTALL THE PROPOSED STORMWATER TREATMENT POND PRIOR TO BEGINNING ANY MASS EXCAVATION. STORMWATER PUMPED FROM THE EXCAVATION SHALL BE ROUTED TO THE POND FOR TREATMENT BEFORE BEING DISCHARGED. 9. CONTRACTOR TO PROVIDE NOTICE TO JOHN HOWAT, OF THE CITY OF TUKWILA MAINTENANCE DEPARTMENT 10 WORKING DAYS PRIOR TO RELOCATING ANY STOCKPILED MATERIALS. SEE SHEET G-7 FOR CONTACT INFORMATION. RECORD .._._. AS SHOWN BergerABAM DRAWING 33301 9th Avenue South, Suite 300 DATUM Federal Way, Washington 98003-2600 KK Nns (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR 40 0 scale CITY OF RENTON Public Works Department Approved For Construction 40 KEY PLAN fPaf STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL PLANS SHEET 7 R-369346 ��51201 5 TE-8 I STA 1031+43.77 HVF * 1 1648.44 RT I I HVF I SWEEP *HVF STA 1031+16.41 I 1856.04 RT I (� VF�v`yv`�vv yvv vyv yyv y y VF yy yy yyy vyy yyy yy yyy yyy yyv yvv I Uj � I STA 1030+79.96 * �\�\\\�\\\�\\\\� Q LLJ 1 410.63 RT HVF HVF STA 1030+86.59 HVF *\\V 1590.51 RT \\� wl r W 1 ` HVF STA 1030+36.38 I Q = 1 1859.42 RT Q W LLJ Ln I LU 1 h I 1 F('Fr\lr)• o — — - ROW LINE y PROPERTY LINE - - - - - - - - - EASEMENT LINE d WETLAND BOUNDARY LL - - - - - - WETLAND BUFFER SF SILT FENCE CG CLEARING AND GRUBBING LIMITS a HVF HIGH VISIBILITY FENCE FM TEMPORARY PIPE FOR CONSTRUCTION DEWATERING N o Z E FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. CONSTRUCTION NOTES: T �T 1. ALL BMP NUMBERS CORRESPOND TO THE DEPARTMENT OF ECOLOGY CONSTRUCTION EASEMENT STORMWATER MANAGEMENT MANUAL FOR WESTERN WASHINGTON AND SHALL BE INSTALLED, MAINTAINED, AND REMOVED IN ACCORDANCE WITH SAID MANUAL. F/',/ ACCESS EASEMENT 2. CONTRACTOR SHALL ADJUST SILT FENCE AND OTHER BMP'S TO FIT SITE SHOOFLY CONSTRUCTION EASEMENT CONDITIONS AND AS APPROVED BY THE ENGINEER. WETLAND AREA 3. HIGH VISIBILITY FENCE SHALL BE INSTALLED AS SHOWN ON THE PLANS. 4. SILT FENCE SHALL BE PLACED 2' INSIDE OF THE HIGH VISIBILITY FENCE AND ® 12' SHOOFLY ACCESS ROAD AS SHOWN ON THE PLANS. + + PROVIDE PROTECTION OVER 5. CONTRACTOR SHALL INSTALL STABILIZED CONSTRUCTION ENTRANCES AT + + + + + EXISTING WATER MAIN. SEE ACCESS POINTS TO THE WORK AREAS OR AS DIRECTED BY THE ENGINEER. DETAIL A ON SHEET RB-2 6. CONTRACTOR SHALL INSPECT PAVED ACCESS ROUTES WEEKLY FOR TRACKED MUD FROM THE CONSTRUCTION SITE, AND REMOVE ANY MATERIAL TO PREVENT IT ENTERING THE DOWNSTREAM STORMWATER CONVEYANCE SYSTEM. *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 LEGEND: VEG BMP C101: PRESERVING NATURAL VEGETATION BUFF BMP C102: BUFFER ZONES HVF BMP C103: HIGH VISIBILITY FENCE ENTR ® BMP C105: STABILIZED CONSTRUCTION ENTRANCE STAB BMP C107: CONSTRUCTION ROAD STABILIZATION SEED BMP C120: TEMPORARY AND PERMANENT SEEDING MLCH BMP C121: MULCHING COVR BMP C123: PLASTIC COVERING TOP BMP C125: TOPSOILING DUST BMP C140: DUST CONTROL CONC BMP C151: CONCRETE HANDLING SAW BMP C152: SAW CUTTING AND SURFACING POLLUTION PREVENTION IP BMP C220: STORM DRAIN INLET PROTECTION SF BMP C223: SILT FENCE SWEEP MISC. BMP: STREET SWEEPING PUMP MISC. BMP: TEMPORARY PUMP FOR STORMWATER PIPE MISC. BMP: TEMPORARY PIPING FOR CONSTRUCTION STORMWATER XX * ITEM INCLUDED IF PROPOSED ACCESS IS USED GENERAL NOTES: 1. STOCKPILE LOCATIONS SHALL BE LOCATED AS ALLOWED ON EASEMENT DRAWINGS. 2. CONTRACTOR SHALL MAINTAIN BMP C150: MATERIALS ON HAND, ON -SITE IN AN AREA EASILY ACCESSIBLE. 3. STORM WATER DISCHARGE SAMPLING LOCATIONS TO BE FIELD LOCATED BY THE CESCL. 4. CONTRACTOR TO FOLLOW BMP C153: MATERIAL DELIVERY, STORAGE AND CONTAINMENT IN THE STORAGE OF HAZARDOUS MATERIALS ONSITE. 5. SEE SHEET TE-1 FOR ADDITIONAL NOTES. 6. CONSTRUCTION ROAD STABILIZATION ROUTES ARE ILLUSTRATIVE ONLY, CONTRACTOR TO DETERMINE ACTUAL ROUTE. COST FOR ROAD STABILIZATION IS PART OF CONSTRUCTION ACCESS. 7. STATIONS AND OFFSETS ARE TO CONSTRUCTION ALIGNMENT "BNSF ROW". 7. SEE EASEMENT DRAWINGS FOR ALLOWABLE ACTIVITIES ON EACH PARCEL. 8. CONTRACTOR SHALL INSTALL THE PROPOSED STORMWATER TREATMENT POND PRIOR TO BEGINNING ANY MASS EXCAVATION. STORMWATER PUMPED FROM THE EXCAVATION SHALL BE ROUTED TO THE POND FOR TREATMENT BEFORE BEING DISCHARGED. 9. CONTRACTOR TO PROVIDE NOTICE TO JOHN HOWAT, OF THE CITY OF TUKWILA MAINTENANCE DEPARTMENT 10 WORKING DAYS PRIOR TO RELOCATING ANY STOCKPILED MATERIALS. SEE SHEET G-7 FOR CONTACT INFORMATION. BEE —ivns NO. REVISION BY DATE APPR ^" AS SHOWN �� DATUM 40 0 scale CITY OF RENTON Public Works Department Approved For Construction 40 KEY PLAN f4f, R-369347 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL PLANS TE-9 SHEET 8 C'7 C7� CD CY) O LLI I— a� Ir a O NOTES: 1. PLACE CONSTRUCTION GEOTEXTILE FOR SOIL STABILIZATION AND A MINIMUM OF 0.15' CRUSHED ROCK UNDER THE SPALLS, FROM THE EDGE OF THE EXISTING ROADWAY TO THE RADIUS RETURNS, OR AS DIRECTED BY THE ENGINEER. EXISTING ROAD INSTALL DRIVEWAY CULVERT IF 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT THERE IS A ROADSIDE DITCH RUNOFF DRAINS OFF THE PAD. PRESENT AS PER CITY OF RENTON ROAD STANDARDS 12 FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. 25' MIN. RADIUS (TYP) SEE NOTE 1 4"-8" QUARRY SPALLS RADIUS RETURN (TYP) /00• 12" MIN THICKNESS S� PROVIDE FULL WIDTH OF INGRESS / EGRESS AREA STABILIZED CONSTRUCTION ENTERANCE TE-12 SCALE: NTS 5" MAX. DRAINAGE GRATE /—TRIM GEOTEXTILE GRATE FRAME SEDIMENT AND DEBRIS JOINTS IN FILTER FABRIC SHALL BE SPLICED AT POSTS. USE STAPLES, WIRE RINGS, OR EQUIVALENT TO ATTACH FABRIC TO POSTS. 2" x 2" BY 14 Go. WIRE OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED IIn I FILTER FABRIC II I Z II I N I I I II I I I MINIMUM 4"x4" TRENCH LJ L BACKFILL TRENCH WITH NATIVE SOIL 6' MAX OR 3/4"-1.5" WASHED GRAVEL r 2" x 4" WOOD POSTS, STEEL FENCE POSTS, REBAR, OR EQUIVALENT ELEVATION VIEW SECTION VIEW 3 SILT FENCE TE-12 SCALE: NTS SECTION VIEW OVERFLOW BYPASS BELOW INLET GRATE DEVICE FILTER WATER DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) BELOW INLET GRATE DEVICE (Z INLET PROTECTION TE-12 SCALE: NTS IArail rK�419 1. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORM WATER STRUCTURE IT WILL SERVICE. 2. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 3. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 4. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). RETRIEVAL SYSTEM (TYP) OVERFLOW BYPASS (TYP) ISOMETRIC VIEW NOTES: 1. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOUR WHENEVER POSSIBLE. 2. THE FENCE POST SHALL BE SPACED A MAXIMUM OF 6-FT APART AND DRIVEN SECURELY INTO THE GROUND (MIN. 1-FT). POST SPACING MAY BE INCREASED TO 8-FT O.C. IF WIRE BACKING IS USED. 3. THE FILTER FABRIC (CONSTRUCTION GEOTEXTILE FOR TEMPORARY SILT FENCE) SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT TO LENGTH OF THE BARRIER TO AVOID USE OF JOINTS. WHEN JOINTS ARE NECESSARY, THE FILTER FABRIC SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6-INCH OVERLAP, AND BOTH ENDS SECURELY FASTENED TO THE POST. 4. A TRENCH SHALL BE EXCAVATED, A MINIMUM OF 4-IN WIDE BY 4-IN DEEP, UPSLOPE AND ADJACENT TO THE POST TO ALLOW THE FILTER FABRIC TO BE BURIED. 5. WHEN STANDARD STRENGTH (LOW SURVIVABILITY) FILTER FABRIC IS USED, A 2-IN BY 2-IN BY 14-GAUGE WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POST USING HEAVY-DUTY WIRE STAPLES AT LEAST I -INCH LONG, TIE WIRES, OR HOG RINGS. THE WIRE SHALL EXTEND INTO THE TRENCH A MINIMUM OF 4-IN AND SHALL NOT EXTEND MORE THAT 3-FT ABOVE THE ORIGINAL GROUND. 6. STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED OR WIRED TO THE POSTS, AND 1-FT 8-IN OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT EXTEND MORE THAN 3-FT ABOVE THE ORIGINAL GROUND SURFACE. FILTER FABRIC SHALL NOT BE STAPLED INTO TREES. 7. THE TRENCH SHALL BE BACKFILLED WITH NATIVE MATERIAL OR 3/4-IN TO 3/2-IN WASHED GRAVEL. 8. FILTER FABRIC FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY STABILIZED. 9. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). BergerABAM RECORD AS SHOWN CITY OF RENTON DRAWING BEE Public Works Department DATUM 33301 9th Avenue South, Suite 300 EKK Approved For Construction Federal Way, Washington 98003-2600 NAS (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR _ I — Rohert M. Hanson P.F. f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A SITE PREP AND TEMP EROSION CONTROL DETAILS CO I LEGEND CO CY) TO BE BUILT BY THE CONTRACTOR FOR THE SOUND TRANSIT TUKWILA STATION PROJECT AS SHOWN IN THESE PLANS FOR THE STRANDER BOULEVARD EXTENSION PROJECT LU ~ TO BE BUILT AS PART OF THE SOUND / TRANSIT TUKWILA STATION PROJECT AS SHOWN IN THE CONTRACT PLANS FOR THAT PROJECT N N r m a a a N 1 2) m O m Q V 33 2 - - 1 � V CONSTRUCTION (j "AR" L �6 ti-0. \ _W— —�-------- 1s.s�l I I I I I ACCESS ROAD 12.0% _ N N N N rn m ,n 16.0% N to I !N 0.5% LOW 10� POINT o 13 12 71 + — — ��76 ? >8\ 11 12 13_ 14— 15- 3 �_291 I' 'N 2711 / v, V O �I 0 e N I 27.5 U N N 28 O 0o MATCH c } o N EXISTING v 28 p 0 U N N N HIGH POINT 0 m M 4 N M I N I LL I M I v N M I IL Id M 27 PUMP STATION (SEE PS SHEETS FOR SITE DETAILS) 6 "' I 0.5% I NOTES: 1. FINISHED GRADE SHOWN N 2. SEE ES DWGS FOR PROPERTY INFORMATION I I 3. SEE TESC PLANS FOR GRADING LIMITS Z E d FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING DRAWING PROVIDED BY THE CONSTRUCTION 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 0.3% 0.3% END PATH GRADINGI J STA "AR" 1+68.23 ji O O y y I I 2:1 I� o � Z I � � o �2 � IM I W ym W N GRADE AS REQUIRED TO ACHIEVE I N m m / BASE OF SUBGRADE ELEVATION I M M (1' BELOW FINISH GRADE). FINAL GRADE AND PAVING BY OTHERS. N M C I MM M R\W �/ 29-30 28 M ----------- I 26 27 X; 2% MAX (n,P) 2524 —�22 I I I I I I I I I �� lu _1 6' PEDESTRIAN PATH o0 1 m 1a 16 15 071 ++ 13 14 18+00 w �19+00 0 — — — — — — — I ------ )INSTRUCTION q "S" LINE 0.5% N SW 2%T ST 3LVD + STRUCTURAL > > STRUCTURAL I I - ---- — - - - - - I'll - ----------- - - RETAINING WALL - - RETAINING WALL C/) I 2: 1 6 3:1 a: - Ni m N I M N _ m 2:1 0.6% BEE REVISION BY DATE APPR ^" I ^ + N LN O HIGH POINT 27.5 27,5 � I uj I J > I O 2Z tO o I y C6 co 43Y � W2 Ito Uj Wm W N I 4. m m W ov I I p o II r+ I 2:1 I I I AS SHOWN CITY OF RENTON DATUM Public Works Department Approved For Construction Kuc kco�ixcw Rohert M. Hanson P.F. Date N ) G �I 11 N MODULAR BLOCK WALL I N o I^ N o MII N � 2:1 I I "BNSF VIT1" LINE I I I II I II ---25— II I I I I I I I 2:1 I �j/20 o zo R-369349 scale STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A FINAL GRADING PLAN GR-1 SHEET M O 0 w Q 0 LL a N N _ N N E I II 1 d FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. i I , I I , ,22 BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 k BEE 7NAS REVISION BY DATE APPR ^" AS SHOWN �� DATUM CITY OF RENTON Public Works Department Approved For Construction STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A FINAL GRADING PLAN SHEET 2 350 Iw: 5/20/15 GR-2 MATCH LINE (SEE SHEET GR-01) T 0.3% �g'�= 27 28 N o 29 30 N I -------- - -- --- — — — — — — _ 1N I , I I �h I I I L� N / N 1 W L° a 13+00 N 14+00 I 14 ti� I ti� I ti� I 22120 2Io 23 + �� 25 24 I 27 26 _30 POND 28 2a 29 N (SEE DID SHEETS FOR SITE DETAILS) CONSTRUCTION q "P" LINE 227 I 27 28 I 26 PC 11+60.00 25 724\ I I O a � N I NOTES: I 1. FINISHED GRADE SHOWN N N I I I 2. SEE ES DWGS FOR PROPERTY INFORMATION I 3. SEE TESC PLANS FOR GRADING LIMITS E E FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING DRAWING PROVIDED BY THE CONSTRUCTION 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 BEE �NAS REVISION BY DATE APPR - W k I I I I I I o AS SHOWN CITY OF RENTON DATUM Public Works Department Approved For Construction Kuc kco�ixcw Rohert M. Hanson P.F. F I " NSF VIT1" LINE (0� 0 20 40 R-369351 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A FINAL GRADING PLAN GR-3 SHEET 3 rn co CY) EXISTING GROUND Q 1 LLI ©KEY IN a� o: 6' PEDESTRIAN 3 PATH Z�1' CONSTRUCTION "S" LINE I 1' 4' TYP I 3 MAX 1 2% PROFILE --- PIVOT POINT 1 `` 1 O o CONSTRUCTION a EXISTING GROUND S" LINE v 6' PEDESTRIAN 1 3 PATH 1' EXISTING GROUND 27_ EL 19.00 „TYP 1 4 ©KEY N�/ZJ n 36' 11' 11' LANE LANE 2% TTYP SEE NOTE 3 I *SEE NOTE 4* A TYPICAL SECTION - SW 27TH ST SCALE: 1"=4 H 1 =4 V STA "S" 17+10 TO 17+31.36 38' LANE I LANE M11A I �I 2% _ 3 2 PROFILE PIVOT POINT �` DTYP DTYP 6" MIN OVERLAP AT 1 *SEE NOTE 4* STRUCTURES (TYP) I B TYPICAL SECTION - SW 27TH ST SCALE: 1 =4 H 1 =4' V SEE NOTE 3 STA "S" 17+31.36 TO 17+79.36 CONSTRUCTION EXISTING GROUND "S" LINE 6' PEDESTRIAN -------- 1 3 PATH 1' EXISTING GROUND MAX 1 1 2% - EL 19.00 ) TYP 1 4 ©KEY IN VARIES - SEE PLANS LANE I LANE 5' 3 11 MAC 2% 1 — 8 TYP \`— 5 TYP UNDERDRAIN PIPES (SEE DETAIL RS-3) TYP VARIES 2% r--7 VARIES mHn 27 _ 2 `'1 3 2% _ , 27 PROFILE - PIVOT POINT O -------- ---------- 6 TYP 5 SEE NOTE 3D *SEE NOTE 4* c TYPICAL SECTION - SW 27TH ST I SCALE: 1"=4 H 1"=4' V STA "S" 17+79.36 TO 18+01.01 7 FEDAID: STPUL-127RECORD w HPP-1276(005) 005) ') Berger SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION `� " BEE PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 D RAW I N G in EKK CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 NAS RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 N0. REVISION BY DATE APPR DATA HAS NOT BEEN VERIFIED. ) ) — F---1 EXISTING GROUND SW STRUCTURAL RETAINING WALL 8D TYP TYP UNDERDRAIN PIPES (SEE DETAIL RS-3) TYP CURTAIN WALL WALL CONSTRUCTION NOTES: HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE _ O2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE O3 CSBC 0.45' COMPACTED DEPTH KEY IN EL 19.00 ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER O5 WASHED PERMEABLE BALLAST 18" DEPTH © CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE O7 GRAVEL BORROW, DEPTH VARIES ® QUARRY SPALLS 1.33' DEPTH Q QUARRY SPALLS 1' DEPTH 10 CSBC 0.17' COMPACTED DEPTH 11 CEMENT CONCRETE SIDEWALK 0.33' DEPTH 12 GUARDRAIL, SEE NOTE 2. 13 PERMANENT SEEDING ON TOPSOIL TYPE B - 0.33' DEPTH {8) TYP UNDERDRAIN PIPES (SEE DETAIL RS-3) TYP AS SHOWN �� DATUM CITY OF RENTON Public Works Department Approved For Construction 1. SEE SW DRAWINGS FOR PROFILE AND DETAIL ON STRUCTURAL RETAINING WALLS. 2. SEE ROADWAY PLANS FOR BARRIER TYPE AND PLACEMENT. 3. SEE DRAINAGE PLANS, DRAINAGE PROFILES AND DRAINAGE DETAILS FOR STORM DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM LAYOUT AND DETAILS. 4. QUARRY SPALLS PLACED AT 3-FOOT DEPTH BELOW PERMEABLE BALLAST FROM STA "S" 16+00 TO STA "S" 17+80, 2' RT TO 34' RT. 1' , , 1' I `81 TYP 5o0°OC opnp op CJ "O 73� 3 0.33' 6 5 CSBC PLACEMENT AT CURB & GUTTER FOR ROADWAY SECTIONS A - F, J, & N - P SCALE: 1"-2' H 1"-2' V R-369352 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A ROADWAY SECTIONS RS-1 SHEET 1 — ,,, a 0 47.48' 3 6' PEDESTRIAN 1 ,MAX 1 PATH d 8 tl. A d G dd d a tl , d 4 a' a,d d tl O 2'-9" 0 0 - o oaf 8 0 8 000 TYP oo0g o 00 5 1'-2- _ —4" ° 8" PERFORATED PVC PIPE GRAVEL BACKFILL FOR DRAINS 4" FEDAID: STPUL-1276(004) m HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. UNDERDRAIN DETAIL SCALE: 1 =2 -0 H 1 =2 -0 V BNSF FINISHED TOP OF RAIL = 34.1' tl tl ,d p tl p. .d CD: TYPICAL SECTION - BNSF BRIDGE SCALE: 1"=5 H 1"=5' V STA "S" 18+01 TO 18+60 CONSTRUCTION NOTES: O1 HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE 2Q HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE 30 CSBC 0.45' COMPACTED DEPTH ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5Q WASHED PERMEABLE BALLAST 14" DEPTH © CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE O7 GRAVEL BORROW DEPTH VARIES ® QUARRY SPALLS 1.33' DEPTH Q9 QUARRY SPALLS 1' DEPTH 10 CEMENT CONCRETE SIDEWALK 0.33' DEPTH 11 CSBC 0.17' COMPACTED DEPTH 1� BNSF BRIDGE FOOTING - THICKNESS VARIES 13 PERVIOUS BACKFILL 14 CONCRETE BARRIER, SEE NOTE 2. w I W 2.33' — c� a z I � � I m 2' SHY PROFILE PIVOT 14 1 K/ POINT AV UNDERDRAIN PIPES d (SEE DETAIL RS-3) CONCRETE BARRIER TCALr 1 =5 H 1 =5 V STA "S" 18+30 TO 18+60 AI OTI= C 1. SEE RA DRAWINGS FOR PROFILE AND DETAIL ON BNSF ABUT, PIER, AND FOUNDATION SLAB. 2. SEE ROADWAY PLANS FOR BARRIER TYPE AND PLACEMENT. 3. SEE DRAINAGE PLANS, DRAINAGE PROFILES AND DRAINAGE DETAILS FOR STORM DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM LAYOUT AND DETAILS. R-369353 AS SHOWN ""°1H"'1B°' CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 BergerABAM RECORD � 9 RENTON PHASE 1, SEGMENT 2A DRAWINGBEE Public Works Department DATUM RS-2 33301 9th Avenue South, Suite 300 E �� Approved For Construction ROADWAY SECTIONS Federal Way, Washington 98003-2600 KK Nns (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR _ �" °CO��""` Rohert M. Hanson P.F. Date SHEET 2 —, 53 -97 rn NOTES: CONSTRUCTION NOTES: CD 1. SEE SW DRAWINGS FOR PROFILE AND DETAIL O1 HMA CL 1/2 IN. PG 64-22 0.25' C'7 ON STRUCTURAL RETAINING WALLS. COMPACTED DEPTH - WEARING COURSE O 2. SEE ROADWAY PLANS FOR BARRIER TYPE O HMA CL 1/2 IN. PG 64-22 0.60' W RW CL CONSTRUCTION AND PLACEMENT. COMPACTED DEPTH - LEVELING COURSE � I 52.5' "S" LINE 36.5' 3. UNDERDRAIN PIPES SHALL BE FIELD -FITTED IN VICINITY OF GUARDRAILS. SEE ROADWAY O CSBC 0.45' COMPACTED DEPTH 1--------- PLANS FOR GUARDRAIL LOCATIONS. 4 O CEMENT CONCRETE TRAFFIC CURB AND z VARIES 4. SEE DRAINAGE PLANS, DRAINAGE PROFILES GUTTER 6' PEDESTRIAN AND DRAINAGE DETAILS FOR STORM 14 3 PATH 1' DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM 0 WASHED PERMEABLE BALLAST DEPTH 18" L © CONSTRUCTION GEOTEXTILE FOR MAX 1 - LAYOUT AND DETAILS. a �� 2% - rEL 19.00 MIN 1 1' 4' T 5. SEE ROADWAY PLANS FOR MODULAR BLOCK UNDERGROUND DRAINAGE EXISTING GROUND '�r�-\� \\� 2' 1 11' 11' 2' VARIES L g W 3 I SHY LANE LANE SHY EXISTING WALL AND FENCING LAYOUT AND DETAILS. O7 GRAVEL BORROW, DEPTH VARIES a ©KEY IN `V MAX 1 1 1 0.5' GROUND m 11 6. QUARRY SPALLS PLACED AT 3-FOOT DEPTH ® 4 1 1 8 QUARRY SPACES 1.33' DEPTH 10 TYP 9 1 27 _ j 2 4 BELOW PERMEABLE BALLAST FROM STA "S" 2% SE STRUCTURAL 18+84 TO STA "S" 21+50, 2' RT TO 34' RT. m 3 2%' RETAINING WALL QUARRY SPALLS 1' DEPTH O PROFILE SEE NOTE 3� GRAVEL BACKFILL o, PIVOT POINT I1 � 10 CSBC 0.17' COMPACTED DEPTH �❑_ C 1----------- --- -- UNDERDRAIN PIPES 2'-9• FOR DRAINS 11 CEMENT CONCRETE SIDEWALK 0.33' DEPTH __ v ,---------------- ,-------------- �• 6 TYP 5 (SEE DETAIL RS-3) CL CONSTRUCTION I CONSTRUCTION / GUARDRAIL, SEE NOTE 2. "S" LINE CY "S" LINE i 1 I I FACE OF CURB / SEE 4 r-, . ovO SY 13 CONCRETE BARRIER, SEE NOTE 2. 4' SHALL NOT 7 �� f30 O j I EXCEED FACE *SEE NOTE 6* �� 14 PERMANENT SEEDING ON TOPSOIL TYPE B - 1 1 1 1 OF GUARDRAIL 1 I 1 I - Ory 0.33' DEPTH E TYPICAL SECTION - SW 27TH ST 4' 6 TYP - -- - - 1- SCALE: 1"=4 H 1"=4 6 V 5 V-' PERFORATED 1 �� 1 1 ❑��_ Q ---- STA "S" 18+60 TO 18+85 4 PVC PIP 1 1 PROFILE I PROFILE 1 , I I UNDERDRAIN DETAIL PIVO �_---- T POINT , PIVOT POINT , ------------------- SCALE: 1"=2'-0" H 1"=2'-0" V AT CONCRETE BARRIER AT GUARDRAIL SCALE: 1 =4 H 1"=4 V SCALE: 1"=4 H 1"=4' V STA "S" 18+60 TO 18+65 LT STA "S" 18+65 TO 18+85 LT CL CONSTRUCTION EXIRWNG WIDTH VARIES FURWRE Rr 52.5' "S" LINE 37.5' 21.3' TO 19.0' — - - --------- 1 oI 0.5' VARIES FENCE, SEE NOTE 5 1 6' PEDESTRIAN 8 I CONCRETE PAD I I U 14 3 PATH 1' i i SE STRUCTURAL 9 HEIGHT ii I. •. AX 1 I I RETAINING WALL EXISTING GROUND 3 27 - EL 19.00 MIN I 1' 4' 2' I 11' 11' 2' VARIES 2.00' MIN EXISTING GROUND 3 I SHY LANE LANE SHY GRAVEL BACKFILL o ©KEY IN 11 MAX 1 1 i 0.5' ,- FOR WALLS a 4 1 1, g 0' MIN o I 6 _______________ TYP 9 2%_ I 2 4 2% ` , MODULAR BLOCK 10 4 CONSTRUCTION 3 2% - 6 TYP WALL, SEE NOTE 5. PROFILE S' LINE FACE OFICURB 2.00' MIN 6 TYP PIVOT POINT I1 1 I SHALL NOT .��-- i �`1 UNDERDRAIN PIPES EXCEED FACE 111111--T--------_' - --- (SEE DETAIL RS-3) T j OF GUARDRAIL 6 TYP 5 ��%��/�� 1 1 LL �,�♦ 1 7 SE *SEE NOTE 6* % r- -7 4 1- 1 I 1 L��0 1 ,_1 1 a ( PROFILE - - - - - PIVOT POINT ___, F TYPICAL SECTION - SW 27TH ST N AT GUARDRAIL - SCALE: 1 =a H 177 v SCALE: 1"=4 H 1 =4 V STA "S" 18+85 TO 19+12 STA "S" 18+85 TO 19+12 LT SEE SHEET RS-6 FOR STA "S" 19+12 TO 21+00 z R-369354 12 FEDAID: STPUL-127005) RECORD.... M °^°7.1 Y CITY OF STRANDER BOULEVARD EXTENSION 5/20/I5 HPP-1276(005) ') BergerABAMm_ AS SHOWN �`"" � FXNTON PHASE 1, SEGMENT 2A SOME DATA ON RECORD DRAWINGS DRAWING � IS BASED UPON INFORMATION `� "�""� BEE Public Works Department PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 E� DATUM Approved For Construction ROADWAY SECTIONS CONTRACTOR TO THE CITY OF KK NAS RS-3 in Federal Way, Washington 98003-2600 .. RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 NO. REVISION BY DATE APPR �`'NFPC01�'""` SHEETS DATA HAS NOT BEEN VERIFIED. ( � � ) — Robert M. Hanson P.E. Date �� 54 ��23 O RW I I I I CSBC PLACEMENT AT CURB & GUTTER FOR ROADWAY SECTIONS G-1 & M SCALE: 1"=2' H 1"=2' V RW I I FUTURE SLOPE EASEMENT WIDTH VARIES I I I I I I I I I I I I I I I I I I -- ---- EXISTING GROUND FUTURE RW SLOPE EASEMENTI� WIDTH VARIES I I I I I I I 1 I 1 I 1 I 1 I I I I I EXISTING I I GROUND ----- I I 1 I CE CONSTRUCTION 'S" LINE 52.5 35' I I 1 6' PFDFSTRIAN , 1 4' 5' PATH SHY LANE LANE SHY EXISTING YGROUND2%2% —— — — — — — — — — ---- 2% `---------- -- — - 27 52.5 OF PROPOSED 12" DI WATERLINE SEE NOTE 2 3 � I 7 TYP *SEE NOTE 4* SEE NOTE 3 PROFILE PIVOT POINT c TYPICAL SECTION - SW 27TH ST SCALE: 1"=4' H 1"=4' V STA "S" 21+00 TO 21+47.6 CE CONSTRUCTION „S� 37.5' H TYPICAL SECTION - SW 27TH ST - SCALE: 1"=4 H 1'=4 V STA "S" 21+47.6 TO 23+64 OF PROPOSED CL CONSTRUCTION 12" WATERMAIN "S" LINE VARIES VARIES i T LL 12" DI WATERLINE a LL SEE NOTE 2 a N N N E E v FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 0 TYPICAL SECTION - SW 27TH ST SCALE: 1"=4' H 1"=4' V STA "S" 23+64 TO 24+72 BEE —vns REVISION BY DATE APPR ^" AS SHOWN �� DATUM CONSTRUCTION NOTES: EX FUTURE 2.5' RW 9.0' RW Q HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED I DEPTH - WEARING COURSE I O2 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED I I DEPTH - LEVELING COURSE EXISTING O3 CSBC 0.45' COMPACTED DEPTH I GROUND I ----_— CEMENT CONCRETE TRAFFIC CURB AND GUTTER �\ O NOT USED ON THIS SHEET © CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE Q7 GRAVEL BORROW, DEPTH VARIES (6" MIN) ® QUARRY SPALLS 1.33' DEPTH QQ CSBC 0.17' COMPACTED DEPTH 10 CEMENT CONCRETE SIDEWALK 0.33' DEPTH 11 PERMANENT SEEDING ON TOPSOIL TYPE B - 0.33' DFPTH EX 9,0' FUTURE RW SLOPE EASEMENT j�MAX 1 11 EXISTING GROUND EX 9.0' FUTURE RW SLOPE EASEMENT T I I I I I I I I EXISTING GROUND NOTES: 2. SEE WATERMAIN PLANS FOR PROPOSED WATERMAIN PLAN AND PROFILE. 3. SEE DRAINAGE PLANS, DRAINAGE PROFILES AND DRAINAGE DETAILS FOR STORM DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM LAYOUT AND DETAILS. 4. QUARRY SPALLS PLACED AT 3-FOOT DEPTH BELOW CSBC FROM STA "S" 21+00 TO STA "S" 21+50, 2' RT TO 34' RT. R-369355 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction ROADWAY SECTIONS RS-4 . - „----- I ,.-- SHEET 4 « ,,, O VARIES — 46' MIN EXISTING GROUND CL CONSTRUCTION 6' PEDESTRIAN PATH 13 "AR" LINE 1' (BY OTHERS) /// 3 1 5' 2' 16' LANE 16' MIN S' 9 TYP SHY I LANE VARIES SHY , 27 1 F MAX \\ \\\ \\ 3 8 TYP EL PER PLAN PROFILE PIVOT POINT MAX 1 4 1 3 2 I 1 MA KEY IN 2% 3 — 2% VARIES_ 2% 10 (BY OTHERS)EL 19.00 © KEY IN � 9 TYP 11 (BY OTHERS) EL 19.00 �` 1L� 1 ----------___ ��7------��.v ti�:.�:.-�________________________________ �� ' 1 UNDERDRAIN PIPES 8 TYP 6 TYP UNDERDRAIN PIPES (SEE DETAIL RS-3) TYP (SEE DETAIL RS-3) TYP *SEE NOTE 4* TYPICAL SECTION - ST DRIVEWAY ACCESS SCALE: 1"=3 H 1"=3' V STA "AR" 0+83.60 TO 1+68.23 CE DITCH CL CONSTRUCTION "ER" LINE EXISTING GROUND EXISTING GROUND 20 — 2' 2' 10' 10' BNSF PERMANENT ACCESS EASEMENT I 1.00' 18 1.00' 8 _ 3.1 PROFILE PIVOT POINT TYPI I KEY —IN EL 19.0, TYP---A z> �� 1� — TYP 8 � � ----------------- 12 5 1 6 TYP 8 TYP TYPICAL SECTION - ACCESS ROAD TYPICAL SECTION - BNSF ACCESS ROAD SCALE: 1"=3' H 1"=3' V — SCALE: 1"=3' H 1"=3' V STA "ER" 0+22 TO 1+06 STA "PR" 0+20 TO 2+69 CL CONSTRUCTION EX RW 'S" LINE RW FUTURE /\ VARIES VARIES FUTURE SLOPE EASEMENT I SLOPE EASEMENT WIDTH VARIES I WIDTH VARIES I I 1' 6' PEDESTRIAN VARIES VARIES 2' 11' VARIES 2' PATH SHY LANE SEE PLAN)SHY 5.0' I I I I I I 0.5' I I I 1 4 1 j I 2 2%— 2% 4 13 j 2% AX -------- / 1 M��/��/�� -------------�%` /77777�/�, MAX 1 ---------- 10 11 V TYP --- �— EXISTING GROUND 3 2-----__ FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. PROFILE PIVOT POINT J M TYPICAL SECTION - SW 27TH ST SCALE: 1 "=4' H 1 "=4' V STA "S" 24+72 TO 25+35 BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD D RAW I N G NO. REVISION EXISTING GROUND AS SHOWN CITY OF V RENTON BEE DATUM Public Works Department —AAs� Approved For Construction BY DATE APPR Rohert M. Hanson P.F. f CONSTRUCTION NOTES: Q HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH — WEARING COURSE 20 HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH — LEVELING COURSE Q CSBC 0.45' COMPACTED DEPTH ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER 5O WASHED PERMEABLE BALLAST 18" DEPTH © CONSTRUCTION GEOTEXTILE FOR DRAINAGE O7 GRAVEL BORROW, DEPTH VARIES ® QUARRY SPALLS 1.33' DEPTH QUARRY SPALLS 1' DEPTH 10 CSBC 0.17' COMPACTED DEPTH 11 CEMENT CONCRETE SIDEWALK 0.33' DEPTH 12 CSBC 0.33' COMPACTED DEPTH 13 PERMANENT SEEDING ON TOPSOIL TYPE B — 0.33' DEPTH NOTES: 1. SEE SW SHEETS FOR PROFILE AND DETAIL ON STRUCTURAL RETAINING WALLS. 3. SEE DRAINAGE PLANS, DRAINAGE PROFILES AND DRAINAGE DETAILS FOR STORM DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM LAYOUT AND DETAILS. 4. QUARRY SPALLS PLACED AT 2.5—FOOT DEPTH BELOW PERMEABLE BALLAST FROM STA "AR" 0+83 TO STA "S" 1+68, 18'-30' RT TO 18' RT. 3 0 R-369356 STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A ROADWAY SECTIONS SHEET 5 RS-5 rn CY) RW I o r � I w W � I 14 � 3 z EXISTING GROUND ©KEY IN - a CONSTRUCTION 52.5' I S" LINE 37.5' I ------------� VARIES 6' PEDESTRIAN I I PATH 1 I I I I I 1 I I 27 - EL 19.00 MIN 1 14' 2' 1 11' 11' 2' 5.0' 3 I SHY LANE LANE SHY MAX 1 I 0.5' TYP 9 I 27 I 2 4 EX WIDTH VARIES FUTURE RW 21.3' TO 9.0' RW 0.5 0'-6" x 1'.0" CONCRETE FENCE, SEE NOTE 5 PAD REINFORCED WITH 2-NO 4 BARS CONT 4' MAX HEIGHT III EXISTING GROUND EL 19.00 j-GRAVEL BACKFILL 3) TYP FOR WALLS 2.00' MIN CONSTRUCTION MODULAR BLOCK 3 2% 2% ♦ _ _ WALL, SEE NOTE 5. "S" LINE FACE OF CURB PIVOTPROFILPOINT 11 ♦ 2.00' MIN r 2.00' MIN 6 TYP 1 1 ; SHALL NOT I �� I ♦� 1 m I EXCEED FACE IIII MI■■■■■■�...�__� 1 ---- ---------- - - - - OF GUARDRAIL 1 ' 6 TYP 5 UNDERDRAIN PIPES 1, I K (SEE DETAIL RS-3) SEE NOTE 4 *SEE NOTE 6* °� °obo o o o PROFILE �______ PIVOT POINT__♦ AT GUARDRAIL SCALE: 1"=4 H 1 =4 V STA "S" 19+12 TO 19+31 LT I 52.5 r= � I I I I 6' PEDESTRIAN 14 3 PATH 1' MAX 1 EXISTING GROUND -j 2%' E ©KEY IN--'***' 10 11 5 TYP 9 3H:1V MAX - SLOPE N TYPICAL SECTION - SW 27TH ST SCALE: 1"=4 H 1" 4' V STA "S" 19+12 TO 20+03 CL CONSTRUCTION I "S" LINE 37.5' 1 1 4' 2' 11' SHY I LANE 2% , v 103 I - I v 27 11' LANE 101 PROFILE PIVOT POINT *SEE NOTE 6* TYP - - - - - - - - - - - - - - - � o TYPICAL SECTION - SW 27TH ST SEE NOTE 4 SCALE: 1 =4 H 1 =4 V STA "S" 20+03 TO 20+55 EX FUTURE RW 9.0, RW I FENCE, SEE NOTE 5 I 4' MAX HEIGHT I I I 0.5' 0'-6" x 1'.0" CONCRETE PAD REINFORCED WITH ' 2-NO 4 BARS CONT g !!! EXISTING GROUND GRAVEL BACKFILL FOR WALLS 2.00' MIN MODULAR BLOCK WALL, SEE NOTE 5. 1 2.00' MIN J 2.00' MIN 6 TYP 1 UNDERDRAIN PIPES (SEE DETAIL RS-3) CONSTRUCTION NOTES: HMA CL 1/2 IN. PG 64-22 0.25' COMPACTED DEPTH - WEARING COURSE O HMA CL 1/2 IN. PG 64-22 0.60' COMPACTED DEPTH - LEVELING COURSE O3 CSBC 0.45' COMPACTED DEPTH ® CEMENT CONCRETE TRAFFIC CURB AND GUTTER O5 WASHED PERMEABLE BALLAST DEPTH 18" © CONSTRUCTION GEOTEXTILE FOR UNDERGROUND DRAINAGE 0 GRAVEL BORROW, DEPTH VARIES ® QUARRY SPALLS 1.33' DEPTH O9 QUARRY SPALLS 1' DEPTH 10 CSBC 0.17' COMPACTED DEPTH 11 CEMENT CONCRETE SIDEWALK 0.33' DEPTH 1� GUARDRAIL, SEE NOTE 2. 13 CONCRETE BARRIER, SEE NOTE 2. 14 PERMANENT SEEDING ON TOPSOIL TYPE B - 0.33' DEPTH NOTES: 1. SEE SW DRAWINGS FOR PROFILE AND DETAIL ON STRUCTURAL RETAINING WALLS. 2. SEE ROADWAY PLANS FOR BARRIER TYPE AND PLACEMENT. 3. UNDERDRAIN PIPES SHALL BE FIELD -FITTED IN VICINITY OF GUARDRAILS. SEE ROADWAY PLANS FOR GUARDRAIL LOCATIONS. 4. SEE DRAINAGE PLANS, DRAINAGE PROFILES AND DRAINAGE DETAILS FOR STORM DRAINAGE SYSTEM AND UNDERDRAIN SYSTEM LAYOUT AND DETAILS. 5. SEE ROADWAY PLANS FOR MODULAR BLOCK WALL AND FENCING LAYOUT AND DETAILS. 6. QUARRY SPALLS PLACED AT 3-FOOT DEPTH BELOW CSBC FROM STA "S" 18+84 TO STA "S" 21+50, 2' RT TO 34' RT. o RW OL CONSTRUCTION EX FUTURE S y °o o I 52.5' "S" LINE 37.5' RW I RW 9.0' I 4 I VARIES WIDTH VARIES I I 6' PEDESTRIAN 1' MINIMUM LL o PATH 4' 2' 11' 11' 2' 5.0' 14 y 14 SHY LANE LANE SHY 3 0.5' 3 ------ �\ MAX 1 4 1 \\ 27 _ 2,-- 2 4LL- EXISTING GROUND 3 2% - 2% EXISTING GROUND - -- ------------ -- -- KEY I N06 10 O _\ -- ♦/ 1 Yp 9 T ELEV190 TYP y-� - _ - - W 4 W _ - 1 N PROFILE 6 TYP 5 UNDERDRAIN PIPES PIVOT POINT *SEE NOTE 6* (SEE DETAIL RS-3) TYPICAL SECTION SW 27TH ST SEE NOTE 4 P - m - SCALE: 1 =4 H 1 =4 V o STA "S" 20+55 TO 21+00 E FEDAID: STPUL-1276(004) HPP-1276(005) ') BergerABAM RECORD. gym_ AS SHOWN �""" M °^°7.' Y CITY OF '� STRANDER BOULEVARD EXTENSION SOME DATA ON RECORD DRAWINGS FXNTON PHASE 1, SEGMENT 2A IS BASED UPON INFORMATION D RAW I N G ' BEE Public Works Department PROVIDED ED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF 33301 9th Avenue South, Suite 300 E DATUM KK Nns Approved For Construction ROADWAY SECTIONS .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. Federal Way, Washington 98003-2600 206 431-2300 Fax: 206 431-2250 ) ) NO. REVISION BY DATE APPR �`'NFPC0.,.,y - Robert M. Hanson P.E. Date SHEET R-369357 5/20/15 RS-6 NW 1/4, SEC 25, T 23 N, R 4 E, W.M. ROAD TO BE EXTENDED BY SOUND TRANSIT PROJECT (FUTURE PROJECT) O I I I o o a 31 �I I a I 0 o Ilk $ I � aFFIC :.............. ....... ROW 0 o �2° SD , I. I M FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. a I o I d I o � of a � o 0 a I d I Io I I I BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 r STA "AR" 1+68.231 y STA "AR" 1+68.23 1 BEGIN BEGIN 1 18.00' RT 18.00' LT ss SS SS SS I Q 3 PEDESTRIAN PATH I STA "AR" 1+31.30 I STA "AR" 1+31.44 1 I 1 18.00LT j LU I 18.00' RT I � I a I � 0 1 j o I STA "AR" 0+83.59 1 1 UT1uT I N :' y + 'I 25.48' RT CONSTRUCTION q "AR" LINE I ROW_ _ I — — — ROW ------ I N 0- a I I I� LU \ W BEGIN 2 STA "AR" 0+34.50 \ _ 18.00' LT C/) CONSTRUCTION "S" LINE STA "S" 16+17.11 = I LU _ STA "AR" 0+30.00 3 PEDESTRIAN LU I PATH C0 a I I O o I 16+00 R=68.00' 5+00 �\ 17+00 1 + ti ACC s ESS ROAp STRANDER BL VD I cn 2 j 1 STA "S" 17+09.79 1 o END 2 STA "AR" 0+02.50 0 4.00' RT Cn — — — — — — 1 LU 18.00' LT 0 Z STA "AR" 0+00_k STA "S" 16+63.86 I J N 1 18.00' LT BEGIN 4 30.50' RT = IU X x- 1 Q BEGIN 5 STA "S" 17+04.48 0 END 4 30.50' RT 1 I � I I � I � I I I I PUMP STATION (SEE PS DWGS FOR SITE LAYOUT) F7 BEE —vns REVISION BY DATE APPR ^" AS SHOWNAl- DATUM 20 0 20 scale CITY OF RENTON Public Works Department Approved For Construction NOTES: 1. SEE DWGS G6 & G7 FOR GENERAL NOTES AND ABBREVIATIONS. 2. PROPERTY LINES OF ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY. 3. HATCHING FOR UTILITY EASEMENTS NOT SHOWN FOR CLARITY. SEE EASEMENT PLANS FOR EASEMENTS. 4. SEE OVERALL COMPOSITE UTILITY PLAN FOR EXISTING WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE. 5. SEE CHANNELIZATION PLANS FOR CHANNELIZATION. CONSTRUCTION NOTES: Oi FACE OF CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12.01. O2 CEMENT CONCRETE DRIVEWAY ENTRANCE, TYPE 4 PER WSDOT STD PLAN F-80.10-01. O3 6' CEMENT CONCRETE SIDEWALK PER WSDOT STD PLAN F-30.10-01. SEE PAVING DWGS FOR LAYOUT. ® BEAM GUARDRAIL, TYPE 31 NON -FLARED TERMINAL STEEL POSTS PER WSDOT STD PLAN C-22.40-02. O5 FACE OF BEAM GUARDRAIL TYPE 31 PER WSDOT STD PLAN C-28.40-00. TRAILING END TO BE TERMINATED WITH BEAM GUARDRAIL (TYPE 31) ANCHOR TYPE 10 PER WSDOT STD PLAN C-23.60-01. © ACCESS CONTROL GATE PER WSDOT STD PLAN L-70.10-01. 40 iia KEY PLAN feet I R-369358 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A ROADWAY PLAN RP-1 SHEET 1 — ,,, NW 1/4, SEC 25, T 23 N, R 4 E, W.M. O z m V -- - I G c I I I I -- SS SS SS' —m — ss 0 of m RI I I m ROW I dl I RRa � I I I � I =W I m I CO ILLJ LU BEGIN 8 STA "S" 18+30.50 O END 1 4.00' RT + I I m 18+00 ti _ __ -------- ---- — Cn STA "S" 17+31.36 5 END 30.50' RT BEGIN 9 STA "S" 18+41 � I SW RETAINING WALL END 8 4.00' RT Cn I (SEE SW DWGS W) L — =I eee U I STA "S" 17+31.36 QI 37.00' RT 11 BNSF ABUTMENT #1 S m (SEE BNSF BRIDGE DWGS) G ~ G I G c� I� I — OP � OP S 0 to SS SS m I0 ml I a BNSF BRIDGE (SEE BNSF BRIDGE DWGS) I 0 I FUTURE R w I-- II - - - - - - - - - - - - - ----- SEE SHEET R 2A 0 0 19+00 ED I I III .SW27TH ST STA "18+6023 STA 19+12.23 11 00ST3737.0S STA "S" 19+31.36 'Ae STA "S" 18+83.56 /� 50.91' R 54.81' R �/ BEGIN I f 11 STA "S" 17+79.36 m 1 37.00' RT STA "S" 18+01.01 I 0 STA "S" 18+83.85 12 34.42' RT 11 58.30' R I 11 STA "S" 17+79.40 I CURTAIN WALL 37.00' RT SE RETAINING WALL (SEE DWGS) o I3 (SEE STRUCTURAL RETAINING WALL 39: 0I m m Iof 0 I I m I I m a m I I ti1 I I J m I 12 FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 r STA "S" 19+31.73 STA "S" 19+95.41 46.00' RT -- OP OF — OP — G G � G - ---G�c G — G --I - -- OP OP OPop ss �ss� I I M ROW — — — — — — — — — — — — — — — — — — — — 1 W I� W IW U) LU LU C0 00 20+00 21+00 + N At CONSTRUCTION q "S" LINE- I Q I� ------------ --- — — — — — — W STA "S" 19+95.18 10 STA "S 20+54.99 I Z — 42.50' RT --- 10 END ------ 42.50' R ----- ROW I J Iw zI I I = FUTURE ROW FACE OF U MODULAR BLOCK STA "S" 20+54.99 12 END Q I RETAININGWALL 46.00' R I I BEE —vns REVISION BY DATE APPR ^" AS SHOWN �� DATUM 20 0 scale CITY OF RENTON Public Works Department Approved For Construction 20 NOTES: 1. SEE DWGS G6 & G7 FOR GENERAL NOTES AND ABBREVIATIONS. 2. PROPERTY LINES OF ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY. 3. HATCHING FOR UTILITY EASEMENTS NOT SHOWN FOR CLARITY. SEE EASEMENT PLANS FOR EASEMENTS. 4. SEE OVERALL COMPOSITE UTILITY PLAN FOR EXISTING WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE. 5. SEE CHANNELIZATION PLANS FOR CHANNELIZATION. CONSTRUCTION NOTES: O FACE OF CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12.01. O2 NOT USED THIS SHEET 6' CEMENT CONCRETE SIDEWALK PER WSDOT STD PLAN F-30.10-01. SEE PAVING DWGS FOR LAYOUT. ® BEAM GUARDRAIL TYPE 31 NON -FLARED TERMINAL STEEL POSTS PER WSDOT STD PLAN C-22.40-02. O5 FACE OF BEAM GUARDRAIL TYPE 31 PER WSDOT STD PLAN C-28.40-00. TRAILING END TO BE TERMINATED WITH BEAM GUARDRAIL (TYPE 31) ANCHOR TYPE 10 PER WSDOT STD PLAN C-23.60-01. © NOT USED THIS SHEET. O FACE OF BEAM GUARDRAIL TYPE 31 TRANSITION SECTION TYPE 20 PER WSDOT STD PLAN C-25.18-01. ® FACE OF SINGLE SLOPE CONCRETE BARRIER (CAST -IN -PLACE) TERMINAL PER WSDOT STD PLAN C-14c. MODIFIED AS SHOWN ON DETAIL ON DWG RP-7. O FACE OF SINGLE SLOPE CONCRETE BARRIER (CAST -IN -PLACE) DUAL -FACED PER WSDOT STD PLAN C-14a. 10 FACE OF MODULAR BLOCK RETAINING WALL, SEE DWG RP-8. 11 WORK LINE FOR STRUCTURAL RETAINING WALL. SEE SW DWGS FOR PLANS. 12 BLACK COATED, CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-00. SEE DWG RP-8. iia KEY PLAN f—f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A ROADWAY PLAN SHEET 2 R-369359 ��51201 5 RP-2 VA a; y PIER 2 EXISTING CURB / Z CURB AND AND GUTTER m GUTTER — I � cV U LL NOTES: o * CONTRACTOR TO VERIFY 10'-0" BARRIER DIMENSION. ALLOW A 1" GAP BETWEEN PIER WALL AND BARRIER AS WELL AS A 1" to GAP BETWEEN BARRIER AND J-BOX. d LL 1. ATTACH GUARDRAIL TO BRIDGE RAIL OR CONCRETE BARRIER a WITH %" DIAMETER BOLTS IN ACCORDANCE WITH STANDARD SPEC. 9-06.5(4), WITH THIN SLAB FERRULE INSERTS OR RESIN BONDED ANCHORS. a 2. WOOD BLOCKS SHOWN. BLOCKS OF ALTERNATE MATERIAL MAY BE USED SEE STANDARD SPEC. 9-16.3(2). N 3. DESIGN TO TL-2 BASED ON LOCAL SPEED LIMITS. � 4. FOR DETAILS OF TYPICAL COMPONENTS SEE STD. PLAN C-ia, C-11) & C-20.10-01 Z E v * RELOCATED 10'-0" TYPE 2 BARRIER - NW 1/4, SEC 25, T 23 N, R 4 E, W.M. NESTED THRIE BEAM REDUCER TYPE C. (10 GAGE) FROM STD. PLAN C-25.20.05 W6x15 POST W6x12 POST 7'-0" LONG 7'-6" LONG — J-BOX CLEANOUT CLEANOUT -- -- - f-:q- - — STD. PLAN C-24.10-00 2 -6 EQ. SPA. = 10'-1" 3'" 2'-11" 2'-9" 2'-9" 3'I-61" (2) SPA. C-CONNECTION BLOCKED SIMILAR TO I I ® 3'-1 1/2° C-CONNECTION = 6'-3" THRIE BEAM END PIECE, SEE STANDARD PLAN 2'-2 1/2" C-7a DESIGN F 2'-4 1/2" U I GROUND LIN A SECTION 73'-5 W BEAM STD. PLAN C-22.45-00 BEAM GUARDRAIL (TYPE 31) NON -FLARED TERMINAL W6x9 - 6'-0" LONG r19'010_1'_CLEANOUT T T T II (2) SPA. ® 6'-3" = 12'-6" UNDERGROUND PVC PIPE (TYP.) Ld EXISTING CURB AND GUTTER — FEDAID: STPUL-1276(004) HPP-1276(005) ') BergerABAM `� 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 -ax: 206 4312300 F206) 431-2250 RECORD DRAWING gym_AS SHOWN �'�"`�` °^°7�� DATUM CITY OF ' RENTON Public Works Department Approved For Construction pp Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A ROADWAY PLAN SHEET2A SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. "�"" BEE E KK NAS �`'NFPC01�'""` NO. REVISION BY DATE APPR — R-369360 F NE 1/4, SEC 25, T 23 N, R 4 E, W.M. rn cm M O 0 W H z a� m o, O L O a U z a EE I OP OP — OF c � --- oP I O—G—G SOP—OP— G—G G—G—G-- OF, OP— OF Op — oP— OP G G G G G G— G G °—G °—G — OP — G G I I ss � ss � ss � ss � OF — OF, — OP — OP BEGIN 13 �TAO „LT — 25+98.31 G SS SS ° ss SS END 13 STA "S" 25+71.14 °P J�I _I ^^ 4.94' LT (V --- SS = cc � I I L W W NI W W I� Cn O + 1 22+00 C14 At ----1 CID W of W I � o FEDAID: STPUL-1276(004) 2 HPP-1276(005) T SOME DATA ON RECORD DRAWINGS a IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF y RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 ROW / v co 14 (V 26+00 / / O . d. R=455.00' N SD / s0 / RECORD D RAW I N G BEE �I�x DATU M NO. REVISION BY DATE APPR 20 0 20 scale CITY OF RENTON Public Works Department Approved For Construction NOTES: 1. SEE DWGS G6 & G7 FOR GENERAL NOTES AND ABBREVIATIONS. 2. PROPERTY LINES OF ADJACENT PARCELS SHOWN ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY. 3. HATCHING FOR UTILITY EASEMENTS NOT SHOWN FOR CLARITY. SEE EASEMENT PLAN DWGS FOR EASEMENTS. 4. SEE COMPOSITE UTILITY PLAN DWGS FOR WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE. 5. SEE CHANNELIZATION PLAN DWGS FOR CHANNELIZATION. CONSTRUCTION NOTES: Oj FACE OF CEMENT CONCRETE TRAFFIC CURB AND GUTTER PER WSDOT STD PLAN F-10.12.01. O NOT USED THIS SHEET O3 6' CEMENT CONCRETE SIDEWALK PER WSDOT STD PLAN F-30.10-01. SEE PAVING DWGS FOR LAYOUT. ® NOT USED THIS SHEET O5 NOT USED THIS SHEET © NOT USED THIS SHEET O7 NOT USED THIS SHEET ® NOT USED THIS SHEET O9 NOT USED THIS SHEET 10 NOT USED THIS SHEET. 11 NOT USED THIS SHEET 12 NOT USED THIS SHEET. 13 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB BLOCK PER WSDOT STD PLAN F-10.64-02. 14 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB NOSING BLOCK PER WSDOT STD PLAN F-10.64-02. � ° I KEY PLAN feet R-369361 STRANDER BOULEVARD EXTENSION 0s/20/201 PHASE 1, SEGMENT 2A ROADWAY PLAN RP-3 SHEET 3 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. a; y O LU \ // OP Sy / � G G K \P / SS \ )�C' oAl� m \ O m �:�\ W W 13 STA "S" 28+43.30 W 0 W - 16.11' LT o V �\ R=494.77' 28+00 8.00' LT 13 STA °S° 26+97.97 2�+00 R=455.00' 5D sD 8 \\ NOTES: e \ 1. SEE DWGS G6 & G7 FOR GENERAL NOTES AND ABBREVIATIONS. 9 \\ 2. PROPERTY LINES OF ADJACENT PARCELS SHOWN o ON THESE PLANS ARE LOCATED BY INTERPRETATION OF DEEDS AND OTHER INFORMATION FOUND IN THE PUBLIC RECORD AND o SHOULD NOT BE CONSTRUED AS AN ACTUAL SURVEY. r 4 3. HATCHING FOR UTILITY EASEMENTS NOT SHOWN 9 FOR CLARITY. SEE EASEMENT PLANS FOR a EASEMENTS. LL 0 4. SEE OVERALL COMPOSITE UTILITY PLAN FOR T EXISTING WATER, SANITARY SEWER, POWER, TELEPHONE AND CABLE. d LL 5. SEE CHANNELIZATION AND PAVEMENT MARKING o PLANS FOR CHANNELIZATION. 12 FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206)431-2300 Fax: (206)431-2250 RECORD DRAWING n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. N0. STA "S" 29+22.75 13 �\ 20.78' LT R-397.00' }' 29 -00 TIQ"S" LI � NE " BEE Mvns REVISION BY DATE APPR ^" \ \ 14 \3pf00 STA "S" 30+30.01 END 13 26.01' LT BEGIN 14 S�'L2 j�ysT \ \ 31t0p \ \ Row \ CONSTRUCTION NOTES: 13 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB BLOCK PER WSDOT STD PLAN F-10.64-02. 14 PRECAST CONCRETE DUAL FACED SLOPED MOUNTABLE CURB NOSING BLOCK PER WSDOT STD PLAN F-10.64-02. �� DATUM 20 O scale CITY OF RENTON Public Works Department Approved For Construction 20 iia KEY PLAN f—f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A ROADWAY PLAN SHEET 4 R-369362 ��5120115 RP-4 Q 0 LL a N N N it E v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. 60 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... 60 50.00' VC PA STA 1+98.64 :..: :.......: :.......: :.......: :.......: :.......: :.......: :.......: :.......: PM EL 27.57 50 50 80.00VC o PVI STA 0+91.72::::::: 40 PA EL 12.60 :::::: rn 6i � 40 + o EXISTING GRADE M " . ¢ N .. :..: ....... :.......: ....... :.......: .: :.. + o ::: :...: ® CENTERLINE "AR" LINE : ' :: ... + ao ....... ...... N 30 0i � ::::::: ::::::: :::::: w 30 o------- . ------- . . -- » . ....... . - . . ....... ......... . . w w ....... 21 m m -- ----- To 20 .. a :::::: 20 . . N J w ...... ....... ... ....... ...... ....... ... ....... ....... 14.00% ....... 2.00% ....... ... 4.00% :: .... 10 10 PROPOSED GRADE ® CENTERLINE "AR" LINE 0 0 .... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... c M -10 -10 0+00 1+00 PROFILE ALIGNMENT: "AR" SCALE: 1"=20'(HORIZ), 1"=10'(VERT) *J BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 RECORD DRAWING NO. REVISION 60 50 40 30 20 10 0 -10 36.00' VC 30.00' VC PVI STA 0+37.00 PVI STA 1+62.31 .... ........... PA EL 10.19 ......... ......... ......... ......... ......... PVI EL 30.24 .... _ _ . ......... .... ... ...... C� : : : : : : : ::::� ::::::: ::::::: ::::::: ......: : M..::: .. ... +�:...... ......0 ..... Gi ::::::> ...... 0] ...... w > : 03....... ..+ ....0 Gi w > w ....... ....... ....... ....... ....... +- ........ m N.. »... m... :::::+� ..... .....Gi ».. ..... w M.. w w..' ... ... : : : : : : ::::> ....w ::::::: ....... ::::::: ....... ::::::: ....... ::..... ....... STA "ER" 1+82.31 �6. . . EL 31.62 STA "ER" 0+18:: EL 9.81 111 .... ......... ......... 2.00% ......... ......... ......... ......... ......... ......... ......... .... .... ......... ......... cD cD ......... cD M ......... . ......... ......... ......... ......... ......... .... 0+00 1+00 PROFILE ALIGNMENT: "ER" SCALE: 1"=20'(HORIZ), 1"=10'(VERT) AS SHOWN CITY OF V RENTON BEE DATUM Public Works Department �AAs� Approved For Construction BY DATE APPR Rohert M. Hanson P.F. f 60 50 40 30 20 10 0 -10 20 0 2' n scale R-369363 STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A ROADWAY PROFILE SHEET 5/20/15 RP-5 I a 0 50 40 30 20 10 0 -10 FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. 185.00' VC PVI STA 19+05.00 :::::.... ........ .... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... PVI EL 11.57 ...... .... .. ... ......... ...... ....... ......... ...... ....... ......... ...... ....... ......... ...... ....... ......... ...... ....... ......... ...... ....... ......... ...... ....... ......... ...... ....... ......... ...... ....... ........: ...... ....... :.. ...(V .+ - ....... _______ ....... ...... ....... ....... ...... ....... ....... ...... ....... ....... ...... ....... ....... .... ....... ....... ...... ....... ....... ....... .... r` ..... ....... ...... 0........ ....... .... ....... ....... ...... ....... ........ ........ ........ ... . ... ....... ......... ....... ......... ....... ......... ....... ......... ....... ......... ....... ......... ....... ......... ....... ......... ....... ......... ....... ......... �.� '. .... . ...... ......... ....... ......... ....... ......... ....... ......... ....... ......... ....... ......... ....... ......... ....... ......... .... rn ...... �. ....... �......... ....... ......... ....... ......... ........ ......... po ....... .....-- ... -....... i Cli > .. ; : ::::.... EXISTING GRADE ::::::: --' + --------- ......... _________ ......... _--______ ......... __________ ::::::::: _________ ......... ___"�-'... ......... ._____.____ ....... . _________ ......... -.-;....... :: " >;- ... .,�. -- `.::::: ... ::::m:m:: ....... ::::::::: ::::`:. ® CENTERLINE °S" LINE.::: ....... ....... ---------- ....... --------- ....... ---- ----- ..... w ------- w........ ---------- ....... ....... ........ . _ in ...... O ...... o ......: ....... :.......: ....... :.......: ..... ....... :.......: ....... ....... :.......: ....... ....... :.......: ....... ....... :....... ....... ....... ....... ....... ....... ....... ... ... ....... ....... ... ..... _ - �----- -....... ---�----- ---- --'"" ....... ....... ....... ....... ....... ...... ....... --------- ....... --------- ..... 5.00%: ---------- ........ :.... .. fn �, ......: :.......: :.......: :.......: :.......: :.......: :.......: :.......: ....... ......... .... ... . ....... . . ....... ..... 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N ::::... N ......... O ::... O N ......... O ..... , O ... n ......... O ..... , O ... 7 ......... O ..... , O Lq ......... O ..... n O ..... O ......... O ..... O ..... n—r ......... ..... ......... ::::: � O p ......... ::::... O O ......... N ..... : ......... O ::::... O M ......... ....... �.,� ......... ..... O ^ O ......... . ..... N ......... O ..... O O ......... ^ ::::: W N ^ ......... O ::::: � O ..... ......... ..... . O .... ......... . ::::: N ......... Y] ::::: N ......... :::::::::: O ......... O ......... : O ...... . M M N M M (O M ^ M aJ M 07 M . 16+00 60 50 40 30 20 10 0 17+00 18+00 PROFILE ALIGNMENT: "S" SCALE: 1"=20'(HORIZ), 1"=10'(VERT) 19+00 20+00 ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... 150.00 VC ......... ......... ......... ......... 150.00' VC PM STA 24+50.00 ::::::: ::::::: PA STA 21+83.19: ........ ......... ......... ......... ......... ... PA EL 2.... ... ......... ... ......... ........ . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... .... ��..� ...... ...... 0 p ... + ...... ...... 0 N + + . 0 . . + V ^ :: + N N N :: PROPOSED GRAD:: : M ^ O .. ....... ....... ....... ..... .. ® CENTERLINE ,S, LINE :. .. Gi tii :::::... G N ........ c-)u ... ........ ....... ....... ....... ....... ....... .... Gi w ...... ....... ... ... ....... .... > > ........ ....... ....... .. ....... ....... ........ > > H J m m .. w w . 1. — — ......... ......... ........ ..... ......... .....� .. _ 1 ......... ......... ......... . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ...... .. .... ......... ......... ......... ......... . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... EXISTING GRADE .. CENTERLINE "S" LINE ......... . ...... O ......... � ..... O ......... � ..... O ......... � .... O ......... o� ..... O ......... Iq ..... O ......... N ..... O ......... Iq ..... O ......... O ..... O ......... N ..... O ......... � ..... O ......... Iq ..... O ......... aq ..... O ......... O ..... O ......... N ..... ......... O � ..... O ......... 1� ..... O ......... u� ..... O ......... � ..... O ......... N ....: CV ......... � ..... c0 � cV ......... � ..... N c0 CV ......... � ....... if) . 21+00 22+00 23+00 PROFILE ALIGNMENT: "S" SCALE: 1"=20'(HORIZ), 1"=10'(VERT) 24+00 BergerABAM RECORD AS SHOWN �°�� CITY OF DRAWING xENTOnt ""�"� BEE DATUM Public Works Department 33301 9th Avenue South, Suite 300 E� Approved For Construction Federal Way, Washington 98003-2600 KK Nns (206) 431-2300 Fax: (206) 431-2250 N0. REVISION BY DATE APPR _ ""0��""` Rohert M. Hanson P.F. r. 25+00 50 40 30 20 10 0 -10 60 50 40 30 20 10 20 0 2^ scale R-369364 STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A ROADWAY PROFILE SHEET 2 5/20/15 O LL a N N o Z E v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. 60 50 40 30 20 10 172 .:...... ...... ::60'::::: ...... . ......... ..... ...... ........ ...... ... ......... J .....� ...... U i!') ...... ... its Y ....... ....: . ....... ....... ......: N ..... ....... .....0 cV :::: ....... ....... ...... ..... ....... O, ... :::: :: ::::: ::..... .....co .... . J + M .... ....... Z + O . Z . O .. ::::: ::;p ....... ¢ O+ O ::::::: O ......: � en a w N w ......: ......: :::::J ..... ......: " w o .. ......... EXISTING GRADE ::::z o ....TOP OF MODULAR z o ...... BLOCK RETAINING WALL ...... BEHIND WALL :: : (SEE WALL DETAIL) o FINISH GROUND ......... :....... AT FACE OF WALL_ ........: :.......: o '_ o - o :..... J J J BOTTOM OF MODULAR BLOCK RETAINING J J J WALL (SEE WALL DETAIL) MODULAR BLOCK RETAINING WALL PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT) ("S"-LINE) BLACK COATED, CHAIN LINK FENCE TYPE 3 PER WSDOT STD PLAN L-20.10-00 3"MIN x7" CONTINUOUS 60 50 40 30 20 10 FUTURE RW I I I I 0.5' SHEAR KEY 1' 0'-6" x 1'.0" CONCRETE PAD REINFORCED WITH 2-NO 4 BARS CONT FACE OF WALL SHALL HAVE ;I A FRACTURED FIN FINISH 1 iI 1 4' MAX HEIGHT II EXISTING GROUND SEE WALL PROFILE 6� ;I KEY IN GEOTEXi1LE WORK POINT 2' x 2' x 4' BLOCKS (STAGGER COURSE) 2.41' 3" MIN x 7" CONTINUOUS SHEAR KEY 2.00MIN 2' x 2' x 3' BLOCKS 1� (BOTTOM COURSE ONLY) CONSTRUCTION GEOTEXTILE OVERLAP 1, FOR UNDERGROUND DRAINAGE GEOTEXTILE 2,00 2' MIN GRAVEL BACKFILL I FOR WALLS WALL DETAIL SCALE: 1'=2.5 H 1 =2.5' V NOTE: SEE DWG SW-18 FOR PIGMENT SEALER LIMITS STA "S" 18+83.5 RT TO STA "S" 20+55.0 RT BergerABAM DRAWING RECORD AS SHOWN H°H"'BB CITY OF xENTOnt "�� BEE DATUM Public Works Department 33301 9th Avenue South, Suite 300 E� Approved For Construction Federal Way, Washington 98003-2600 KK Nns (206) 431-2300 Fax: (206) 431-2250 N0. REVISION BY DATE APPR _ ""0��""` Rohert M. Hanson P.F. r. STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A ROADWAY DETAILS SHEET 2 R-369366 �5//20/15 RP-8 "ER" 1+76.04 283.30' LT ER" 0+74.50 E'L 69.68' LT 27.00 POND SEE DWG DD-1 FOR PAVING LIMITS AND DETAILS FOR POND SITE o FEDAID: STPUL-1276(004) m HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF y RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 N0. "ER" 1+81.6 82.88' LT EL 27.33 MATCH "ER" 1+28.88 80.09' LT EL 27.21 NW 1/4, SEC 25, T 23 N, R 4 E, W.M. 0 0 MATCH ER" 1+82.23 CONSTRUCTION "S" LINE 3 BEGIN CURVE 10.00' LT ER" 1+77.71 EL 31.57 MATCH 10.00' LT EXISTING EL 31.22 m � "ER" 1+82.23 Yz POINT ± Cn 10.00' RT "ER" 1+50.08 EL 31.39 END CURVE 20.84' LT EL 2844 0 1+66.63 .10- "ER" 1+35.55 10.00' RT 46.46' LT EL 30.42 EL 26.30 ELEVATION POINT TOP OF CSBC R=35.00 1+50 CONSTRUCTION CE "ER" LINE Q 10. ' . 1• ..-.-.-.•...-.-.-.-.-.-.•..... . ❖.-.-.❖.. • -_-_-_ �•.•.•. • �•.-.-.-.-.❖.•. 1 • ��.�.�. 1 -END CURVE ��.�.�.�.��.�.�� i-i-ice.-. Mod 99 •i •.., W2 1 ii�i�� /• 10.00' EL 18.65 PUMP STATION SEE DWG PS-3 FOR PAVING LIMITS AND DETAILS FOR STORM PUMP STATION SITE I x: HMA CSBC CONCRETE EL 21.52 ER 0+81.14 10.00' LT EL 17.47 BEGIN CURVE "ER" 0+47.93 PRC 10.00' RT "ER" 0+47.93 EL 12.09 10.00' LT CONSTRUCTION q "AR" L EL 11.99 BEGIN CSBC _ J > J >; BEGIN CSBC BEGIN "ER" 0+24.50 o o A "ER" 0+24.50 CSBC 10.00' RT o + + 10.00' LT EL 10.06 EL 9.95 -- - � TOP OF CSBC ELEVATION POINT TOP OF ELEVATION PEDESTRIAN PATH POINT r 1 6' ELEVATION 1 POINT FACE OF CURB NOTES: 1. BETWEEN THE CURBED AREAS, ELEVATIONS AT EDGE OF PAVEMENT ARE GIVEN 1 FOOT OFF THE FACE OF CURB. SEE DETAIL ABOVE. ALL OTHER ELEVATIONS ARE GIVEN AT THE EDGE OF GRAVEL. 2. SEE POND PLAN AND POND SECTIONS FOR DETAILS ON POND MAINTENANCE ROAD. r o 3. CSBC LIMITS AT POND/PUMP STATION MAINTENANCE N SITE TO BE DETERMINED BY A FINISHED GRADE ano ELEVATION OF 27.0. �)F ST DR/VEWAY TYPE 0+00 o DRIVEWAY 1+00 ACCESS o BEGIN CURT "AR" 1+31.37 SEE DWG PV-4 FOR "AR" 0+83 3 17.00' RT J m INTERSECTION 24.49' RT EL 17.81 PAVING DETAILS EL 12.42 - W Z co -- -- -- -- -- -- -- MATCH LINE STA'IS" 16+70 (SEE SHEET PV-2) -- -- BEE °""ivns REVISION BY DATE APPR AS SHOWN 0P10H`1B°'B°' �� DATUM 20 0 20 scale CITY OF RENTON Public Works Department Approved For Construction END PAVING 2+00 EAR" 1+68.23 7.00' RT L 22.98 ao I KEY PLAN feet R-369367 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A PAVING PLAN "PV-1 SHEET 1 "S" 17+23.34 "S" 17+09.99 141.26' LT 118.65' LT EL 24.34 EL 24.06 PEDESTRIAN PATH "S" 16+97.28 97.12' LT EL 22.81 BEGIN CURVE "S" 16+84.57 BEGIN CURVE 75.59' LT "S" 17+25 "S" 18+57.63, 29.29' LT �EL EL 21.58 31.58' LT 19.19 R=29.00' EL 19.06 1/2 A �� v? �P Eq � v Mca "S" 16+84.24 J J J N co c0 N W 46.69' LT �� +n �� or + or + �r + NW EL 20.12 "S" 17+09.02 31.85' LT BEGIN EL 19.08 17+00 PAVING CONSTRUCTION q "S" LI �o C + w + rn C 18+00 0 n 12 FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 NW 1/4, SEC 25, T 23 N, R 4 E, W.M. R=1478.00' BEGIN/END CURVE "S" 20+45.89 8.23' LT ��; - EL19.85 coon + �� ; v �W r-0o v� �� o Now N _ i.�il co N + m� c0 �Cn vs W N Cn `, r+ H o N A R=201.00' J� + ON NO U PEDESTRIAN PATH 19+00 -11ENSW 27TH ST 20+00 BEE �vns REVISION BY DATE APPR ^" END CURVE "S" 20+68.05 7.00' LT EL 20.26 ro jC j C� + � o 21+00 TOP OF ELEVATION PEDESTRIAN PATH POINT I I r I I FACE OF CONCRETE BARRIER I I M ELEVATION POINT LU W � N a�N IW co W _ W U) 1' O ELEVATION FACE OF POINT CURB CV I C/� � Q W I z I J U NOTES: 75 Q 1. BETWEEN THE CURBED AREAS, ELEVATIONS AT EDGE OF PAVEMENT ARE GIVEN 1 FOOT OFF THE FACE OF CURB. SEE DETAIL ABOVE. ALL OTHER ELEVATIONS ARE GIVEN AT THE EDGE OF PAVEMENT OR EDGE OF GRAVEL. 2. SEE POND PLAN AND POND SECTIONS FOR DETAILS ON POND MAINTENANCE ROAD. 3. CSBC LIMITS AT POND/PUMP STATION MAINTENANCE SITE TO BE DETERMINED BY A FINISHED GRADE ELEVATION OF 27.0. I I LEGEND HMA CSBC 1 CONCRETE 20 0 20 40 I KEY PLAN R-369368 scale feet AS SHOWN '"m"` ""°1H^'°�1B°' , CITY OF STRANDER BOULEVARD EXTENSION 5/20/I5 RENTON PHASE 1, SEGMENT 2A DATUM Public Works Department Approved For Construction PAVING PLAN PV-2 Kuc kco�ixccv Rohert M. Hanson P.F. Date SHEET2 9E" F. °`�, NW 1/4, SEC 25, T 23 N, R 4 E, W.M. a Eel END CURVE "S" 23+85.16, 10.08' LT EL 28.18 R=30.00' BEGIN CURVE "S" 23+71.37, 7.00' LT EL 27.99 PEDESTRIAN PATH r0 � r0 vv r0 � r0 va r0 va r0 va r0 va Cor + o Wr + c�'n Jr + o or + cVn Nr + o + yr + c�'n o 22+00 , 23+00' 12 FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 SW 27TH ST END CURVE S" 24+80.68, 44.04' LT EL 28.11 R=36.00' BEGIN CURVE "S" 24+65.22, 41.72' LT EL 28.51 w r� N rJ Va Do rl Q 0 r D7 !n _ nr + W —i N U, O o r N� rn 24+00 zo A co N rn END OF a + PAVING g "S" 25+35 41.87' LT EL 26.34 CONSTF4UCTION q "S" LI o EL 25.69 25+00 Q 264 END OF "S" 25+00.50 PAVING 2.45' RT "S" 25+35 EL 26.44 0.66' LT MATCH EXISTING W EL 25.51 - PAVEMENT Q v z "S" 24+72.40, 29.00' RT END OF EL 26.49 PAVING Ya POINT "S" 25+35 "S" 24+87.52, 31.79' RT 65.72' RT EL 26.15 EL 24.19 Yz POINT "S" 25+00.55, 39.77' RT EL 25.70 3a POINT "S" 25+09.53, 51.82' RT EL 25.22 IEND CURVE "S" 25+12.81, 66.13' RT EL 24.85 BEE �NAS REVISION BY DATE APPR ^" TOP OF ELEVATION TOP OF —\PEDESTRIAN PATH POINT LEGEND L� CONCRETE ELEVATION 1 POINT FACE OF CURB NOTES: 1. BETWEEN THE CURBED AREAS, ELEVATIONS AT EDGE OF PAVEMENT ARE GIVEN 1 FOOT OFF THE FACE OF CURB. SEE DETAIL ABOVE. ALL OTHER ELEVATIONS ARE GIVEN AT THE EDGE OF PAVEMENT OR EDGE OF GRAVEL. 2. SEE POND PLAN AND POND SECTIONS FOR DETAILS ON POND MAINTENANCE ROAD. 20 0 20 40 I KEY PLAN R-369369 scale feet AS SHOWN '"m"` ""°1H^'°�1B°' , CITY OF STRANDER BOULEVARD EXTENSION 5/20/I5 RENTON PHASE 1, SEGMENT 2A DATUM Public Works Department Approved For Construction PAVING PLAN PV-3 Kuc kco�ixcw Rohert M. Hanson P.F. Date SHEETS* NE 1/4, SEC 25, T 23 N, R 4 E, W.M. a Eel (SEE DWG PV-1 FOR PAVING) "AR" 0+83.43 17.00' LT EL 12.56 "AR" 0+75 17.00' LT EL 11.93 CONSTRUCTION q "AR" LINE CONSTRUCTION q "S" ACCESS ROAD "AR" 0+` 17.00' LT EL 10.74 UQ � I � I Q V 1 Q I 18% 1.99% 2.'I "AR" 0+92.59 1 1,13' RT 1 EL 13.65 ` (SEE DWG PV-1 FOR PAVING) 1 1 "AR" 0+83.43 1 0?0 24.49' RT EL 12.42 1 "AR" 0+79.12 1\ 2,65' RT \ EL 12.51 \'� Y4 POINT \ AR" 0+60.44 \ 32.39' RT \ HOLD PAVING EL 11.24 \ TRANSITION ON \ STRIPING \ of Y2 POINT "AR" 0+41.61 47.77' RT TRANSITION PAVING IEL 10.74 EAR48 5R L30 � 0.48% "S" 16+17.11 "S" i6+00.11 ="AR" 0+30.00 EL 10.05 EL 10.13 o p 0 0 TYPE 4 IF � N LOW POINT 00.11 0.50% RT AEWA 16+01.538' RT o + .50 6 FORDETAIL 12 FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 0.73% "S" 16+84 m Y4 POINT AR" 0+29.28 68.74' RT EL 10.54 p V� mo oCI J D 17+00 �s J Z 1 po S' 16+50.22 EL 10.55 N EL 10.30 "S.00 43017R+T L 104HOLD "S" LINE GRADE THROUGH INTERSECTION STRANDER BLVD LEGEND HMA ® CONCRETE ELEVATION 1 POINT FACE OF CURB o NOTES: N 1. BETWEEN THE CURBED AREAS, ELEVATIONS AT EDGE OF PAVEMENT ARE GIVEN 1 FOOT OFF THE FACE OF CURB. SEE DETAIL ABOVE. ALL OTHER o ELEVATIONS ARE GIVEN AT THE EDGE OF N PAVEMENT OR EDGE OF GRAVEL. 2. SEE POND PLAN AND POND SECTIONS FOR DETAILS ON POND MAINTENANCE ACCESS m r� v cow JO W� -+ �.-a + G) + NA + �.Z�J + A pp < C) 0 z c� BEE -ivns REVISION BY DATE APPR - �� DATUM 20 0 14� scale CITY OF RENTON Public Works Department Approved For Construction 20 40 iia KEY PLAN feet I R-369370 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A PAVING PLAN PV-4 INTERSECTION DETAILS - ,,. t co rn Q0 (y) O LU I— 00 M co cry T �YY Ir Q Eel . I SPU 60" 3 °p CONCRETE 0 aP T� of OP P WATER LINE o _ _ M W — W — W r 7SEE W RB DRAWINGS FOR SPU WATERLINE PROTECTION AND SETTLEMENT MEASURES . . EXISTING BNSF/ SOUND TRANSIT FIBER OPTIC EXISTING 36" CMP I 14" STEEL PETROLEUM PIPE 12" STEEL N PETROLEUM PIPE — M 0— � OP o G 0 M OP + N N SN U OP- -a — — I ----a — --_ 36" SANITARY SEWER REINFORCED CONCRETE PIPE zJTVV 24+00 26+0, OP G OP GAG GAG OP G SS �— Of' — SS SS — — - --------- — — — ROW — — — PSE OVERHEAD POWER 21+0o SW27TH ST FEDAID: STPUL-1276(004) HPP-1276(005) ') Berger `� 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 206 431-2300 Fax: 206 431-2250 RECORD DRAWING "m_ AS SHOWN �°°"°�°°' �'`�"� DATUM ,� , CITY OF RENTON Public Works Department Approved For Construction SOME DATA ON RECORD DRAWINGS � IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. �� BEE E� KK NAS Kuc �co�EY NO. REVISION BY DATE APPR - Robert M. Hanson P.E. E ?3+00 — — — — I G I � 'LLJ �I C II LIJ = II I U I I Z jl I I I I I I I I I I I I II R-369372 60 0 6 77aie T-369306 STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A OVERALL COMPOSITE UTILITY PLAN UT-1 Co rn Cl? O 't LU I— (y) o') co C) IL rr a Eel I 0 FEDAID: STPUL-1276(004) HPP-1276(005) a -' IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. GENERAL NOTES: 1. SEE DRAWING F-1 THRU F-4 FOR CONFIGURATION OF CONDUITS AND CASING BEHIND ABUTMENTS. 2. SEE AT&T PLANS FOR DETAILS CONCERNING INSTALLATION OF AT&T FIBER OPTIC LINES. 3. SEE CS DRAWINGS FOR CONSTRUCTION SEQUENCING OF FIBER OPTIC LINES. 4. STATIONING AND OFFSETS ON THIS DRAWING REFER TO "BNSF ROW" LINE. SEE ALIGNMENT PLANS. I I I I TRANSFORMER PAD. SEE PUMP STATION DRAWINGS FOR DETAILS a a- a 291 LF CONSTRUCTION q "BNSF I 3 5 n PWR PWR- PWR PWR PWR WR PWR PWR PWR PWR PWR PWR I PWR PWR PWR PWR PWR PWR MATCH LINE (SEE SHEET UT-3) 10 - Im I I0 m LINES o 29 2LF I m I I I� m I OIMAATE .68 I WEST SHOOFLY I ,3:1 I Im STA 1025+78.86 Pi 56.08' LT A I EXISTING I m BURIED POWER I I BP BP —BP —BP Im I I BBP P BP —BP —BP io m NOTES: EXTEND EXISTING 36" CMP CULVERT TO LIMITS OF SHOOFLY EMBANKMENT. SEE DWG DD-5 FOR DETAILS. APPROXIMATE LOCATION I I Pi INSTALL PSE PROVIDED VAULT TYPE 5106, BY OTHERS STA 1025+49.22 37.33' LT I o EXISTING I I m POWER POLE I Q INSTALL 1-2" & 1-4" SCHEDULE 40 PVC COND ITS IN UTILITY TRENCH. — — — — — — — — FOR UTILITY TRENCH DETAILS SEE 1 MAT U T6 A2 NOT USED I A NOT USED I COORDINATE WITH BNSF CONTRACTOR FOR INSTALLATION OF CONDUIT. CITY CONTRACTOR SHALL PROVIDE SURVEYING. INSTALL CONDUITS AND WARNING TAPE IN POND UTILITY TRENCH, BY A OTHERS. CONTRACTOR TO PROVIDE TRENCH, EXCAVATION AND BACKFILL. SEE SPECIAL PROVISIONS. FOR UTILITY TRENCH SEE 1 I UT7 I I 6 0 PUMP STATION POWER LINE TO BE INCLUDED IN LUMP SUM ITEM FOR PUMP STATION. PSE TO PROVIDE CONDUIT AND CONDUCTORS. FOR �I UTILITY TRENCH DETAIL SEE 1 I UT7 I I I I I I I I I 20 0 20 40 scale feet BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD D RAW I N G NO. REVISION BY DATE APPR M� W 11 �i�_ -11-1- NE (SEE SHEET UT-8) WAS SHOWN CITY OF FXNTON BEE DATUM Public Works Department CH—MMAS � Approved For Construction — Kuc kco�ixcw Rohert M. Hanson P.F. F o BY OTHERS I PROP BNSF ROW (100' RT BNSF MT1) 6I I I I a TIN o I EXISG BNSF MANHOLES FIELD LOCATE. APPROX CO I STA 1026+92.38 I 45.92' RT m EXISTING OVERHEAD DISTRIBUTION POWER LINE. SEE SPECIAL PROVISIONS FOR REQUIREMENTS TO DEENERGIZE LINE. I I I I 1 I 1 PROTECT EXISTING I POWER POLE I 1 I I i r- I II I 1 I m 11 I I II EAST SHOOFLY I.-- I -- I --- STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A UTILITY RELOCATION PLAN SHEET R-369373 T-369307 F51201 Cc) 170 u � CCOO R1 STA 1028+24.84 C? C? I 57.33' LT (D r "t 't I 6 STA 1028+28.73 Q' Q 130 LF 5000028+26.11 P1 r� 60.81' LT I w Cc STA 1028+20.35 A2 46.70' LT STA 1028+29.19 50.00LT 8 11 110 LF 296 LF 1 30 LF 110 LFL L N — — — — — — — — _ — — — [� _ _ N BFO BFO 12 LF Q ^BFG BFO BFO BFO , N STA 1028+01.48 a? B2 45.00' LT o �I + m LU ao 1028+00 z w = 1029+00 m U) Q 0 w wl y) w z J PROTECT EXISTING = I POWER POLE 9 U 108 LF 108 LF - � — BFO BFO B - Q STA 1028+29.91 8 50.00' RT 1029+54.WA- STA 1029+73.04 B2 I EXISTING FIBER OPTIC TO NSTRUCTION t-"BNSF ROW"LIN€ 46.98' LT BE ABANDONED IN PLACE 11 L6F 364 LFWEST SHOOFLY 28 LF 14 LF — — — — — — — — — — — —JF�0=- - — — — — — — — — — — — — — — — — — — — — — — — — — — BFO BFO BFO BFO BFO BFO BFO BFO BFO- / Y \ 0 0 270 LF 1030+00 5 � 210 LF OF OP I in OP I " I I m o TA 3`p PROP BNSF ROW BY OTHERS r + (100' RT BNSF MI-1) B2 STA 1027+96.11 ` 68.34' RT TA 44.: I IB2STA m I B2 01029+ 4.5RT 1028+03.12 I 68.34' RT B2 STA 1029+51.1, 94.50' RT STA 1028+10.12 62 68.34' RT m STA 1029+58.1: STA 1028+17.12 I I1.I `I y B2 94.50' RT B2 I 68.34' RT 1 d = STA 1029+65.1, m Ix B2 94.50 RT STA 1028+23.69 I" I R1 69.40' RT CASING ON BP FUEL LINE I I TO BE EXTENDED, BY OTHERS I 0 EXISTING OVERHEAD DISTRIBUTION I- I 00 POWER LINE. SEE SPECIAL I PROVISIONS FOR REQUIREMENTS i EXISTING TO DEENERGIZE LINE. m I A 36" SANITARY SEWER — li II I I GENERAL NOTES: EXISTING OVERHEAD DISTRIBUTION IIII II POWER LINE. SEE SPECIAL PROVISIONS 1. SEE DRAWING F-1 THRU F-4 FOR CONFIGURATION 249 LF m I FOR REQUIREMENTS TO DEENERGIZE LINE. OF CONDUITS AND CASING BEHIND ABUTMENTS. II 2. SEE AT&T PLANS FOR DETAILS CONCERNING INSTALLATION OF AT&T FIBER OPTIC LINES. o IIII I I 7 EXISTING 14" & 12" 3. SEE CS DRAWINGS FOR CONSTRUCTION SEQUENCING m IJJ I SEE PSE -a RELOCATION PETROLEUM LINES - OF FIBER OPTIC LINES. I I I PLANS 4. STATIONING AND OFFSETS ON THIS DRAWING REFER .0 TO "BNSF ROW" LINE. SEE ALIGNMENT PLANS. — — — m I — — MATCH LINE (SEE SHEET UT-5) 12 FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 I I III III 0 I � I I I II N c I ��242 LF — =1031+00 BNSF 1032+00 I I am BFO 1 BNSF ROW PROTECT EXISTING GUY M WIRES AND POWER POLES M BFO BFO BFO Fn,� BNSF ROW EXISTING OVERHEAD EXISTING FIBER OPTICTO EAST SHOOFLY BE ABANDONED IN PLACE POWER TRANSMISSION LINE BY OTHERS /// NOTES:--------------------1 I A2 INSTALL AT&T PROVIDED MANHOLE TYPE 444-LA. INSTALL BNSF PROVIDED MANHOLE TYPE 444-LA FOR SOUND TRANSIT AND/OR BNSF. B2 Ri INSTALL STANDARD DUTY PULL BOX PER WSDOT STD PLAN J-90.10-01 I P1 INSTALL PSE PROVIDED VAULT TYPE 5106 Q INSTALL 1-2" & 1-4" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE 1 UT6 ,2 COORDINATE WITH BNSF FOR INSTALLATION OF CONDUIT. CONTRACTOR SHALL PROVIDE SURVEYING. Q INSTALL 4-2" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAIL SEE 3 UT6 INSTALL 1-6" RGS CONDUIT IN UTILITY TRENCH AND THROUGH BRIDGE. FOR UTILITY TRENCH DETAILS SEE UT6 .4 Q INSTALL 6-2" & 2-2" RGS CONDUIT IN UTILITY TRENCH AND THROUGH 10" AND 12" BRIDGE CASINGS. FOR UTILITY TRENCH DETAIL SEE UT6 Q INSTALL 4-6" RGS FOR FUTURE UTILITY CONNECTIONS. CONNECT TO PULLBOXES FOR UTILITY TRENCH DETAILS SEE 2 UT7 SEE PSE RELOCATION PLANS AND CHANGE ORDER #8 Q INSTALL 4-6" RGS FOR PSE. FOR UTILITY TRENCH DETAILS SEE 2 Qg UT7 INSTALL 10" SCHEDULE 40 STEEL CASING, SEE@U7 A INSTALL 12" SCHEDULE 40 STEEL CASING, SEE B 11 un 1 INSTALL 1-4" SCHEDULE 40 PVC CONDUIT IN UTILITY TRENCH. FOR UTILITY TRENCH DETAIL SEE UT6 12 INSTALL 1-2" SCHEDULE 40 PVC CONDUIT IN UTILITY TRENCH. FOR UTILITY TRENCH DETAIL SEE 1 0 UT6 INSTALL 1-4" RGS CONDUIT IN UTILITY TRENCH, SEE UT6 R-369374 04 INSTALL 1-8" SCHEDULE 40 STEEL CASING BEE �NAS REVISION BY DATE APPR ^" scale T-369308 AS SHOWN '"m"` ""°9°"'B°' , CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A DATUM Public Works Department Approved For construction UTILITY RELOCATION PLAN UT-3 Kuc kco�ixcw Rohert M. Hanson P.F. Date SHEET 2 7Q -9,7 co rn Q0 Cl? LU I— M M co M T Q Eel 0 I I 30' ROWS I 1 3 364 LF 11 LF -- STA 1034 11.50 BFO BFO BFO l ?._ 0M I- 0 wI w 2 co w w- co 4 wl z J 2 t U kE Q [ I 0 0 0 00 EAST SHOOFLY I I I I I loje I I BY OTHERS 1034+00 WEST SHOOFLY EXISTING FIBER OPTIC CONSTRUCTION (� "BNSF ROW" LINE- A2 BNSF ROW - — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — RFO 0 BFO BFO BFO BFO BFO BFO PROVIDE STUBOUT FOR FUTURE CONNECTION 0 1035+00 1036+00 1037+00 BFO BFO BFO BFC OP OP 0 I 1038+00 BNSF F OP OP BF9II BFO BFO BFO BFO BFO (T— BFO rBYOTHERS -----------------------------------------------------� — — — — — --BNSF ROW 1 o I I EXISTING FIBER OPTIC 1 o � -------- ------------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONSTRUCTION EASEMENT B1 30' ROW I BY OTHERS 10 ROW TO BE PURCHASED BY SOUND TRANSIT PROJECT EXISTING 60" WATER ---[""I NOTES: A2 INSTALL AT&T PROVIDED MANHOLE TYPE 444-LA INTERCEPT EXISTING FIBER OPTIC LINE AND INSTALL BNSF 81 PROVIDED MANHOLE TYPE 444-LA FOR BNSF/SOUND TRANSIT, BY OTHERS A INSTALL 1-2" & 1-4" SCHEDULE 40 PVC CO ITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE 1 U T6 A INSTALL 1-2" SCHEDULE 40 PVC CO IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE 1 U T6 Q3 INSTALL 1-4" SCHEDULE 40 PVC COIINUIT IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE U T6 COORDINATE WITH BNSF FOR INSTALLATION OF CONDUIT. CONTRACTOR SHALL PROVIDE SURVEYING. FEDAID: STPUL-1276(004) HPP-1276(005) IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 GENERAL NOTES: 1. SEE DRAWING F-1 THRU F-4 FOR CONFIGURATION OF CONDUITS AND CASING BEHIND ABUTMENTS. 2. SEE AT&T PLANS FOR DETAILS CONCERNING INSTALLATION OF AT&T FIBER OPTIC LINES. 3. SEE CS DRAWINGS FOR CONSTRUCTION SEQUENCING OF FIBER OPTIC LINES. 4. STATIONING AND OFFSETS ON THIS DRAWING REFER TO "BNSF ROW" LINE. SEE ALIGNMENT PLANS. NO. I REVISION _ AS SHOWN CITY OF V RENTON " BEE DATUM Public Works Department EKK NAS� Approved For Construction BY DATE APPR Rohert M. Hanson P.F. f BFO F" —Ia— R-369375 20 0 Sale T-369309 STRANDER BOULEVARD EXTENSION—5/20/15 PHASE 1, SEGMENT 2A UTILITY RELOCATION PLAN SHEET 3 UT-4 CO CO O O CO co C? i O T 6 - 6 z N Y m Of Q Q m w m O T U �r OF OF OP OP OP OP OP OP @ OP G G I G G G G G G G G G G I — G G G G G G G G G G °P OP - OP OP OP OP OP OP OP OP 0 I SS SS S SS SS SS SS SS SS Ss EXISTING OVERHEAD POWER EXISTING OVERHEAD DISTRIBUTION POWER �EXISJING 36" EXISTING 14" & 12" TRANSMISSION LINE LINE. SEE SPECIAL PROVISIONS FOR 1E I REQUIREMENTS TO DEENERGIZE LINE. SANITARY SEWER PETROLEUM LINES — — — — — _ — — ------------------------ IgFO BFO—-- -----—I----- W STA 1029+53.28 M I m 297.44' RT B2 1 SW 27TH ST U..I 1 O w I m := 1 U) SD 113 LF — LLU I O N I m Z JG= i II °' 2 SEPSE RELOCATION PLANS — — — — — — — — — — —-- ----- — — —PWRlPWRPWR�PWR PWR PWR �-1WR-=—PWR--iPWR —T— --- m---- — — — — — — — — — — — — — I I I I I ova °je II STA 1028+50.67 P1 387.96' RT STA 1028+413B 0T3.0III I 1 I 249 LF I I I I I I I CONSTRUCTION EASEMENT I ------------------------------ I OF Ss 242 LF 9 NOTES: a LL o BZ INSTALL MANHOLE TYPE 444—LA FOR BNSF/SOUND TRANSIT. Pi INSTALL PSE PROVIDED VAULT TYPE 5106. IL a INSTALL 4-2" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAIL SEE U T6 a A SEE PSE RELOCATION PLANS AND CHANGE CIFW 08 z E o FEDAID: H P-1276(005) m HPP-1276(005) �) Berger 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD DRAWING SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF m RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. NO. GENERAL NOTES: 1. SEE DRAWING F-1 THRU F-4 FOR CONFIGURATION OF CONDUITS AND CASING BEHIND ABUTMENTS. 2. SEE AT&T PLANS FOR DETAILS CONCERNING INSTALLATION OF AT&T FIBER OP11C LINES. 3. SEE CS DRAWINGS FOR CONSTRUCTION SEQUENCING OF FIBER OPTIC LINES. 4. STATIONING AND OFFSETS ON THIS DRAWING REFER TO "BNSF ROW" LINE. SEE ALIGNMENT PLANS. " BEE KK NAS REVISION BY DATE APPR �� DATUM OP OP G G G G G s 7�--- OP Ss R-369376 20 0 Scale T-369310 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction UTILITY RELOCATION DETAILS UT-5 „_____ SHEET 1 (y) 0-) cf) (.0 CO CO TRENCH 6" MIN DEPTH LOAM & 6 SEED TO MATCH EXISTING CONDITIONS LLJ Cc a N � a I a - Z m m z x O � z � `n � N T 0 V c� gm 3" MIN 3" MIN 18" MIN AT&T UTILITY TRENCH EXISTING MATERIAL AT EXISTING GRADE 6" WIDE EXTRA STRENGTH NON -DETECTABLE WARNING TAPE ACP PART NUMBER 401004N-ND LABELED "WARNING, AT&T , CALL 1-800-252-1133, AT&T FIBER OPTIC CABLE BURIED BELOW". TAPE TO BE PROVIDED BY AT&T. CLEAN SAND BACKFILL 4" SCHEDULE 40 PVC CONDUIT (AT&T) W/ 4-1Y4" INNER DUCTS 2" SCHEDULE 40 PVC CONDUIT (BNSF) 6" MIN DEPTH SUBBALLAST zlx SIN CL TRENCH I EXISTING MATERIAL AT EXISTING GRADE \� I 6" WIDE EXTRA STRENGTH NON -DETECTABLE / WARNING TAPE ACP PART NUMBER 401004N-ND LABELED "WARNING, AT&T , CALL 1-800-252-1133, \' AT&T FIBER OPTIC CABLE BURIED BELOW". TAPE TO BE PROVIDED BY AT&T. LZ CLEAN SAND BACKFILL 6" RGS CONDUIT (BNSF & AT&T ) W/ 54/44" INNER DUCTS 3" MIN 18" MIN 2 AT&T UTILITY TRENCH AT BRIDGE TRENCH 6" MIN DEPTH LOAM & SEED TO MATCH EXISTING CONDITIONS XVX EXISTING MATERIAL AT EXISTING GRADE 6" WIDE EXTRA STRENGTH NON -DETECTABLE WARNING TAPE CLEAN SAND BACKFILL 01_��1-2" - 3-2" SCHEDULE 40 PVC CONDUIT (BNSF) SCHEDULE 40 PVC z o 3" MIN 12" MIN 3" MIN CONDUIT (SOUND TRANSIT) N m 36" MIN 3 BNSF/SOUND TRANSIT TEMPORARY UTILITY TRENCH TRENCH TRENCH TRENCH 6" MIN DEPTH LOAM & 6" MIN DEPTH LOAM & SEED TO MATCH EXISTING 6" MIN DEPTH SEED TO MATCH EXISTING CONDITIONS EXISTING MATERIAL SUBBALLAST EXISTING MATERIAL CONDITIONS EXISTING MATERIAL AT EXISTING GRADE AT EXISTING GRADE AT EXISTING GRADE 0\\0\ \\ IDE EXTRA T RENGTH NON -DETECTABLE WARNING TAPE E 6" WIDE EXTRA STRENGTH \/ 6" WIDE EXTRA STRENGTH Z NON -DETECTABLE WARNING TAPE / NON -DETECTABLE WARNING TAPE ACP 3 PART NUMBER 401004N-ND LABELED S CLEAN SAND BACKFILL �i, "WARNING, AT&T , CALL 00 a MIN MIN CLEAN SAND BACKFILL 1-800-252-1133, AT&T FIBER OPTIC CABLE PROVIDED BYDABT& .ELOTAPE TO BE a 6-2" SCHEDULE 40 PVC CONDUIT (BNSF) Q 0 0 N T 6-2" RGS CONDUIT LL N 0 2-2" SCHEDULE 40 PVC N 0 0 O 2-2" RGS CONDUIT _ N CLEAN SAND BACKFILL g CONDUIT (SOUND TRANSIT) (SOUND TRANSIT) 0 0 4" RGS CONDUIT (AT&T) LL z 12 CD W/ 4-1Ya" INNER DUCTS a o s 3" MIN 12" MIN 3" MIN z z o 3" MIN MIN 3" MIN o 0 ILL M N m w M N] r 7 N m a 36" 36" 18" _ N MIN MIN MIN 4 BNSF/SOUND TRANSIT UTILITY TRENCH BY OTHERS 5 BNSF/SOUND TRANSIT UTILITY TRENCH AT BRIDGE 6 AT&T UTILITY TRENCH W/ RGS - - - R-369377 z T-369311 >_ FEDAID: STPUL-127005) HPP-127C ') BergerABAM RECORD gym_ .. AS SHOWN �'�"` °^=%�W� Y CITY OF '9 STRANDER BOULEVARD EXTENSION 5/20/15 RECORD SOME DATA ON RECORD DRAWINGS FXNTON PHASE 1, SEGMENT 2A IS BASED UPON INFORMATION `� DRAWING "�"" BEE Public Works Department PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 E� KK NAS DATUM Approved For Construction UTILITY RELOCATION DETAILS UT-6 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 6)4 3-2600 206 431-2300 Fax: 206 431-2250 N0. REVISION BY DATE APPR �`'NFPC01�'""` SHEET2 �� 23 DATA HAS NOT BEEN VERIFIED. � ) � � - Robert M. Hanson P.E. Date 82 rn Qo (Y) 6 w CO CO M M CO CO C? C? (D Lu rr z a Eel 40 30 6 20 a N 10 MATCH LINE (SEE SHEET UT-2) 77 I I I0 31 � m II 296 LF I m C)I I I + nI 4 m I I IBY OTHERS EXISTING FIBER OPTIC I o IN BE PLACE ABANDONED i I I 24 CONSTRUCTION � "BNSF ROW" LINE BFO I z oo I I B I 65 LF I B1 IBFo I 1 BY OTHERS BY OTHERS BFO 3 FIELD VERIFIED LOCATION 80 LF I I I I OF EXISTING FIBER OPTICS o I I I BFo INTERCEPT AND CONNECT TO EXISTING BNSF CONDUIT. I I I FIELD VERIFY LOCATION. I I APPROX STA 1024+33 35.00' LT I o � I STA 1024+14 I o + �IEXISTING FIBER OPTIC Al 37.00' LT � w inWEST SHOOFLY m II NN I I 80 L I I I I I I o 1 I m l I I I I I I I I I I I I I I o f i I INTERCEPT AND CONNECT TO m I I I EXISTING AT&T CONDUIT I I STA 1023+34, 26.33' LT I I g I I I I + I I I I I I 32.68 PREVIOUS AT&T w VAULT LOCATION o REVISED AT&T o VAULT LOCATION 4 31.07 o FIELD VERIFIED LOCATION OF —__ EXISTING AT&T FIBER OPTICS ------------ 31LJof 3I o � 26.00 z m 7.00 o m C� N - o E v FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. -40 -20 0 SECTION STA: 1024+14 SCALE: 1"=10' BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 NO. 20 40 60 40 30 20 10 NOTES: Ai INTERCEPT EXISTING FIBER OPTIC LINE AND INSTALL AT&T PROVIDED MANHOLE TYPE 38Y-SHORT INTERCEPT EXISTING FIBER OPTIC LINE AND INSTALL BNSF PROVIDED 61 MANHOLE TYPE 444-LA FOR BNSF/SOUND TRANSIT, BY OTHERS 62 INSTALL BNSF PROVIDED MANHOLE TYPE 444-LA FOR BNSF QINSTALL 1-2" & 1-4" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. 1 FOR UTILITY TRENCH DETAILS SEE 1 UT6 Q INSTALL 1-2" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE UT6 QINSTALL 1-4" SCHEDULE 40 PVC CONDUITS IN UTILITY TRENCH. FOR UTILITY TRENCH DETAILS SEE G UT6 QCOORDINATE WITH BNSF CONTRACTOR FOR INSTALLATION OF CONDUIT. CITY CONTRACTOR SHALL PROVIDE SURVEYING. BEE MNAS REVISION BY DATE APPR - - AS SHOWN '"m"` �1H0.'�'BB1 �� DATUM CITY OF RENTON Public Works Department Approved For Construction GENERAL NOTES: 1. SEE DRAWING F-1 THRU F-4 FOR CONFIGURATION OF CONDUITS AND CASING BEHIND ABUTMENTS. 2. SEE AT&T PLANS FOR DETAILS CONCERNING INSTALLATION OF AT&T FIBER OPTIC LINES. 3. SEE CS DRAWINGS FOR CONSTRUCTION SEQUENCING OF FIBER OPTIC LINES. 4. STATIONING AND OFFSETS ON THIS DRAWING REFER TO "BNSF ROW" LINE. SEE ALIGNMENT PLANS. R-369379 20 0 20 Scale T-369313 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A UTILITY RELOCATION DETAILS UT-8 SHEET 4 a O UNDERDRAIN NOTES STRUCTURE STA/OFF PIPES IN PIPES OUT DRi-UDO1 STA "S" 16+37.07 8" INV OUT =19.00 128.37' LT DRi-UD02 STA "S" 15+95.56 8" INV OUT =19.00 127.94' LT DR1-UD03 STA "S" 16+37.82 8" INV IN =15.50 8" INV OUT =15.50 102.35' LT DR1-UD04 STA "S" 15+96.36 8° INV IN =15.40 8" INV OUT =15.40 100.77' LT DRi-LIDOS STA "S" 16+49.43 " 8INV IN =9.10 8" INV OUT =9.10 37.31' LT 8" INV OUT =9.10 DR1-UD06 STA "S" 15+96.36 8" INV IN -8.90 8" INV OUT =8.90 37.66' LT 8" INV IN =8.90 DRi-UD07 STA "S" 15+96.36 8" INV IN =7.20 8" INV OUT =7.20 32.75' RT DRi-UD08 STA "S" 16+57.98 8" INV IN =8.60 8" INV OUT =8.60 22.51' LT DR1-UD09 STA "S" 16+77.62 8" INV IN =8.28 6.03' LT 8" INV IN =8.28 DR1-UD10 STA "S" 16+97.62 8„ INV IN =8.13 8 INV OUT =8.13 1.25' RT 8" INV OUT =8.13 DR1-UD11 STA "S" 16+97.62 8" INV IN =7.59 8" INV OUT =7.59 32.75' RT 8" INV IN =7.59 DR1-UD12 STA "S" 16+17.34 8" INV IN -7.00 8 INV OUT =6.00 34.63' RT 8" INV IN =7.00 0 12 FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. NW 1/4, SEC 25, T 23 N, R 4 E, W.M. l DRi-UD01 l - ss DRi-UD02 ss - =1N. I [81N. LF AIN PIPE Ss DERDRAIN PIPE M l DIAM DR1-UD03 l� DRi-U)04 l oa I UNDERDRAIN PIPE 66 LF l 8 IN. DIAM UNDERDRAIN PIPE 8 IN. DIAM UT1uT I N ROW ------ 70 LF 53 LF DR1-LID05 DR1-UD08 I p a I UNDERDRAIN PIPE DR1-UD06 UNDERDRAIN PIPE I 8 IN. DIAM 8 IN. DIAM CL LLI I ml 0" 17 LF DR1-UD09 I(ALUNDERDRAIN PIPE LJJ8 IN. DIAM21 E (w26 LF UNDERDRAIN PIPESTR CTION Gi "S" LINE DRi-SD2 8 IN. DIAMSEE DETAIL 1, DD-6 UNDERDRAIN PIPE14+00I 5+00 +00 8 IN. DIAM 17+00 I + ti ° ACCESS RD 21 LF ST NDER UNDERDRAIN PIPE SEEDR1DETAIL 2, DD-6 1 8 IN. DIAM BL VD SEE DE _ 148 LF Q 12" HOPE DR1-UD10 I � 0 11LF 12" HOPE32 LF I Z J N DR1-UD07 DR1-UD12 UNDERDRAIN PIPE !r DRi-SD3 80 LF 8 N. DIAM I U UNDERDRAIN PIPE DRi-UD11 I Q SEE PS DWGS 8 IN. DIAM 52 LF FOR CONTINUATION UNDERDRAIN PIPE l 17 LF 8 IN. DIAM PS2-MH1 8" PVC I I +� to I I I PUMP STAT/ON BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 r BEE -ivns REVISION BY DATE APPR ^" AS SHOWNAl- � DATUM 20 0 scale CITY OF RENTON Public Works Department Approved For Construction 20 NOTES: 1. SEE SHEETS G6 & G7 FOR LEGEND ABBREVIATIONS AND GENERAL NOTES. 2. ALL FRAMES AND LIDS SHALL BE OF LOCKING TYPE PER WSDOT STD PLAN B-30.10-00. 3. SEE COMPOSITE UTILITY PLAN SHEET FOR EXISTING UTILITIES. 4. SEE CHANNELIZATION PLANS FOR CHANNELIZATION & SIGNING. 5. SEE DRAINAGE PROFILE SHEETS FOR RIM ELEVATIONS, PIPE INVERTS, STRUCTURE TYPE, PIPE MATERIAL AND STATIONING. 6. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 7. UNDERDRAIN STRUCTURES PER WSDOT STD PLAN B-25.60-00. SEE ROADWAY SECTIONS FOR UNDERDRAIN PIPE ZONE BEDDING AND BACKFILL. 8. SEE POND PLAN, POND SECTIONS AND DRAINAGE DETAIL DRAWINGS FOR POND DETAILS. 9. SEE STORM PUMP STATION DRAWINGS FOR STORM PUMP STATION. 10. SEE WATER LINE EXTENSION PLAN AND PROFILE DRAWINGS FOR WATER LINE. DRX-SDX '��DENOTES STORM DRAIN STRUCTURE NUMBER DENOTES DWG NUMBER DRX-UDX �DENOTES UNDER DRAIN STRUCTURE NUMBER DENOTES DWG NUMBER PSX-MHX ��DENOTES PUMP SYSTEM STRUCTURE NUMBER DENOTES DWG NUMBER iia KEY PLAN f-f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A DRAINAGE PLAN SHEET 1 R-369380 F5201115 CY) rn co CY) O W I- O � I ss I I �I 0 Elfin � I I I II ROW-- _ _f � I � M�WDR unng W I 30 LF UNDERDRAIN �W I 8 IN. DIAM 72 LF 46�11 LLJJ UNDERDRAIN 8 IN. DIAM _ DR2-SD5 ti 31 LF U) 112" HOPE DR2-SD1 I CI - W z J U I F- I PIPE < qLF I-UDO3 PIPE r 12 FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. T U - G G ~ G - I SS ._ m SS O co'ao co 'a 13 to I m I� I a I o o m O M I m 20 LF UNDERDRAIN PIPE m 8 IN. DIAM i -- y W o DR2-UD13 ``' m O I DR2 30 LF o I UNDERDRAIN PIPE m I 8 IN. DIAM 80 LF I UNDERDRAIN PIPE 8 IN. DIAM I o I o an18+00 1 I 30 LF UNDE:DDIAM RAIAN m 8 IN. e 150 LF 12"' PEPP m 80 LF UNDERDRAIN PIPE 8 IN. DIAM 69 LF 20" STEEL CASING SEE DETAIL 1, DD-4 DR2-UD14 0 �I m m I I m I� m II 4 g I� > m I"NI"aT I I� m I I to 0 m II I Z OP NW 1/4, SEC 25, T 23 N, R 4 E, W.M. G- SS_ - I I BF BFO BFO BFO ROW W W W W W 'A 12 LF 94 LF UNDERDRAIN PIPE 30 LF UNDERDRAIN PIPE 8 IN. DIAM UNDERDRAIN PIPE 8 IN. DIAM DR2-UD 11 8 IN. DIAM DR2-UD07 1 DR2-SD4 20+00 - � OP G---- c�_J � G - OP I SS � Ss �_ ss I I I I Bf ;i BFO BFO BFO ROW C'`'i jj - - - - - - - - - - - - - - - - - - - - - - - - - 31 12" L11520" HLFDPE =UNDERDRAIN FD8 IN.H IR2-SD2 DIAM _r�rn- I A A � DR2-UD06 -I P - 75 -LF� - - -ROW - -- I p` UNDERDRAIN PIPE I DR2-UD08 I DR2-UDO5 wR� I 8 IN. DIAM DR2-UD12 I we 0J8 m ova 18 LF O aT UNDERDRAIN PIPE 12 LF 8 IN. DIAM UNDERDRAIN PIPE 8 IN. DIAM m I � - � OP G---- c�_J � G - OP I SS � Ss �_ ss I I I I Bf ;i BFO BFO BFO ROW C'`'i jj - - - - - - - - - - - - - - - - - - - - - - - - - 31 12" L11520" HLFDPE =UNDERDRAIN FD8 IN.H IR2-SD2 DIAM _r�rn- I A A � DR2-UD06 -I P - 75 -LF� - - -ROW - -- I p` UNDERDRAIN PIPE I DR2-UD08 I DR2-UDO5 wR� I 8 IN. DIAM DR2-UD12 I we 0J8 m ova 18 LF O aT UNDERDRAIN PIPE 12 LF 8 IN. DIAM UNDERDRAIN PIPE 8 IN. DIAM m I � C) I� o -W W W m W W W W 2 IU) NSTRUCTION q "S" LINE m LU M W CDDR2-UD09 21+00 0 00 + I+ CV SW 27TH ST 150 LF f o J - J DR2 SD3 m 12" HDPE I� W - R PWR PWR PWR - z -- - - - - - - - - - - -- 2- - - - - - - - - 105 LF m UNDERDRAIN PIPE DR2-UD10 = 8 IN. DIAM I U Oja OAa OAa o-ja (DAG I F- o I 17 m I� 0 I of a 0 UNDERDRAIN NOTES UNDERDRAIN NOTES UNDERDRAIN NOTES STRUCTURE STA/OFF PIPES IN PIPES OUT STRUCTURE STA/OFF PIPES IN PIPES OUT STRUCTURE STA/OFF PIPES IN PIPES OUT DR2-UD01 STA "S" 17+50.00 8" INV IN =7.85 8" INV OUT =7.85 DR2-UDO6 STA "S" 19+00.00 8" INV IN =9.53 8" INV OUT =9.53 DR2-UD11 STA 'S" 18+82.00 8" INV IN =9.24 8" INV OUT =9.24 32.75' RT 32.75' RT 2.80' RT 8" INV OUT =9.24 DR2-UD02 STA "S" 17+70.008" 8" INV IN =8.29 INV OUT -8.29 DR2-UD07 STA "S" 19+75.87 8" INV IN =12.75 8' INV OUT =12.75 DR2-UD12 STA "S" 18+82.00 8" INV IN -8.89 „ 8 INV OUT =8.89 3.00' RT 8" INV OUT =8.29 1 25' RT 32.75' RT 8" INV IN =8.89 DR2-UD03 STA "S" 17+70.00 8" INV IN =7.96 8" INV OUT =7.96 DR2-UD08 STA "S" 19+75.00 8" INV IN =12.19 8" INV OUT =12.19 DR2-UD13 STA "S" 17+90.00 8" INV IN =8.39 8" INV OUT =8.39 32.75' RT 8' INV IN =7.96 32.75' RT 3.00' RT 8" INV OUT =8.39 DR2-UD04 STA "S" 18+70.00 8" INV IN =8.79 8" INV OUT -8.79 DR2-UD09 STA "S" 20+80.00 8" INV OUT =17.90 DR2-UD14 STA "S" 17+90.00 8" INV IN -8.06 8 INV OUT =8.06 3.00' RT 8" INV OUT =8.79 1 25' RT 32.75' RT 8" INV IN =8.06 DR2-LIDOS STA "S" 18+70.00 8" INV IN =8.46 8" INV OUT =8.46 DR2-UD10 STA "S" 20+80.00 8" INV OUT =17.38 32.75' RT 8' INV IN =8.46 32.75' RT I I Iv I I I I BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 r BEE -vns REVISION BY DATE APPR ^" AS SHOWNAl- � DATUM 20 0 20 scale CITY OF RENTON Public Works Department Approved For Construction NOTES: 1. SEE SHEETS G6 & G7 FOR LEGEND ABBREVIATIONS AND GENERAL NOTES. 2. ALL FRAMES AND LIDS SHALL BE OF LOCKING TYPE PER WSDOT STD PLAN B-30.10-00. 3. SEE COMPOSITE UTILITY PLAN SHEET FOR EXISTING UTILITIES. 4. SEE CHANNELIZATION PLANS FOR CHANNELIZATION & SIGNING. 5. SEE DRAINAGE PROFILE SHEETS FOR RIM ELEVATIONS, PIPE INVERTS, STRUCTURE TYPE, PIPE MATERIAL AND STATIONING. 6. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 7. ALL UNDERDRAIN STRUCTURES WILL BE AREA INLETS W/ SOLID LIDS PER DETAIL 3 ON DD-6. SEE ROADWAY SECTIONS FOR UNDERDRAIN PIPE ZONE BEDDING AND BACKFILL. 8. SEE POND PLAN, POND SECTIONS AND DRAINAGE DETAIL DRAWINGS FOR POND DETAILS. 9. SEE STORM PUMP STATION DRAWINGS FOR STORM PUMP STATION. 10. SEE WATER LINE EXTENSION PLAN AND PROFILE DRAWINGS FOR WATER LINE. 11. FOR FIBER OPTIC SEQUENCING SEE CONSTRUCTION STAGING FIBER OPTIC RELOCATION SHEETS. FOR FIBER OPTIC PLAN AND DETAILS SEE UT DRAWINGS.. DRX-SDX � DENOTES STORM DRAIN STRUCTURE NUMBER DENOTES DWG NUMBER 7DRX-UDX 7 DENOTES UNDER DRAIN STRUCTURE NUMBER DENOTES DWG NUMBER 7DENOT DENOTES PUMP SYSTEM STRUCTURE NUMBER ES DWG NUMBER iia KEY PLAN f-f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A DRAINAGE PLAN SHEET 2 R-369381 5/20/15 DR-2 NE 1/4, SEC 25, T 23 N, R 4 E, W.M. a; y O LU OP OF — OP L_ — GG --G—G— OP —OP— vr- 1 —G—G—G —G SOP—OP—OP� G — G G OF OP— OP— OPT —G G—G—G I ss�ss ��7O ss -SS—SS FF OP —OPT S SS — N ROW � ss I— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — T — — — — — 12 FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. W w w w w w w w W CONSTRUCTION q "S" LINE 23+00 24+00 DR3-SD3 17 LF SD1 SW27THST 12" HDPE - — — — — — — — — — — — — — — — — — — — — — ROW— — — — — — — — — — — — — — — — — — — — — — — — \ SEE DEMOLITION PLANS DR3-SD2 BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 NO. JF W_ �S 27TH ST 25+00 � 26 SD — = D SD N 50 Q / 3/ " BEE —ivns REVISION BY DATE APPR ^" AS SHOWN �� DATUM 20 0 scale CITY OF RENTON Public Works Department Approved For Construction 20 1. SEE SHEETS G6 & G7 FOR LEGEND ABBREVIATIONS AND GENERAL NOTES. 2. ALL FRAMES AND LIDS SHALL BE OF LOCKING TYPE PER WSDOT STD PLAN B-30.10-00. 3. SEE COMPOSITE UTILITY PLAN SHEET FOR EXISTING UTILITIES. 4. SEE CHANNELIZATION PLANS FOR CHANNELIZATION & SIGNING. 5. SEE DRAINAGE PROFILE SHEETS FOR RIM ELEVATIONS, PIPE INVERTS, STRUCTURE TYPE, PIPE MATERIAL AND STATIONING. 6. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 7. UNDERDRAIN STRUCTURES PER WSDOT STD PLAN B-25.60-00. SEE ROADWAY SECTIONS FOR UNDERDRAIN PIPE ZONE BEDDING AND BACKFILL.. 8. SEE POND PLAN, POND SECTIONS AND DRAINAGE DETAIL DRAWINGS FOR POND DETAILS. 9. SEE STORM PUMP STATION DRAWINGS FOR STORM PUMP STATION. 10. SEE WATER LINE EXTENSION PLAN AND PROFILE DRAWINGS FOR WATER LINE. 7DRX-SDX 7DENOTES STORM DRAIN STRUCTURE NUMBER DENOTES DWG NUMBER iia KEY PLAN f—f STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A DRAINAGE PLAN SHEET 3 R-369382 ��51201 5 DR-3 rn co CY) O 40 LLI > 30 N v, o� 20 a a m m 10 O z m 0 T 0. O VI 40 30 20 10 -20 .................................................................................................................................................................................................................................. .................................................................................................................................................................................................................................. ......: ......: EXISTING GRADE :. .....................................................................................................I........................ .................................................................................................... ............................................................................................................................................................................................ ---== DR1-SD1, CB TYPE 1 ------ ......... ------ -..... -------- ------- ....... . ...................................... W/ BEEHIVE GRATE ... ... ... .... ....... ... ....... ....... ... ....... ....... ....... ___ ..:::.......:::.......:::.:::...:::.......:::.......:::.......:::....... .. ....... ....... ... ....... _ -------- ---------- --- _ - --------- -------- STA „S" 15+91.20 24.9' RT ( ) ::: .:...:.. ... ... ... ... ... ... ... ---- .....- -. ... ---._ - ... ------- RIM= 8.88 PROPOSED GRADE .......................................................................................................................................................................... IE (E) = 6.10 (12" HDPE) ® CENTERLINE "S" LINE :. ....................................................................................................................................................................... :::::::::::::::::::::::::::::::::::::::::::::::::::::::::::....:::::..... ......... ........................................... 11 LF ® 0.90%............................................................................................................................................................. ........................................ .......... ......................................................................................................................... ..................................................................................................... ................ 12" HE......................................... .. ... .. ........................................................................ .............................................................. ...................................................... ............................................ ......................................................................... ................................... ................................. .. ........ ::::::. 150 .................................................. LF ® 5.23".............................................. .. ... .................... .. . 150 LF @ 0.87% ::::::::::::::::::::::::::::::: .::::.. 12' HD......::::: ....: .. .... ..... 148 L F @ 1.02% ::::::: ..... - DR1 SD2 CB TYPE 2 - 60 .... 12 " HDPE 12 " PEPP W COMBINATION INLET / ........................................... ................................................. STA "S' 16+01.94 27.7' RT ................................... DR2-SD1, CB TYPE 1 ......................................... ................................................................. RIM = 9.44 IE (E) = 3.50 (12" HDPE) STA "S" 17+50.00 29.1' RT ( ) ...... ; : DR2-SD2, CB TYPE 1 STA "S" 19+00.00 (29.1' RT) . ............... IE (N) = 5.86 (12" HDPE (FUTURE PHASE)) :::::::: RIM = 10.21 IE (E) = 5.11 (12" PEPP) RIM = 11.90 ........................ IE (W) = 2.50 (24" HDPE (FUTURE PHASE)) :::::::: IE (N) = 5.51 (12" HDPE) IE (E) - 6.91 (12" HDPE) :::.. . IE (W) = 6.00 (12" HDPE) IE W = 5.01 12" HDPE ( ) ( ) IE (N) = 6.91 (12" HDPE) " :::: : : : : : : IE (S) = 1.60 (24" HDPE) ...... W = 6.41 1 PEPP) E ( ) ( 2 E ) ....... ....... ....... FEDAID: STPUL-1276(004) HPP-1276(005) a S�Tr4 OAI�EGQ6gARpWING! N o r i�Fr0t�Dlfi TF01y R4�as57RORMI�A1g1U�1t�� J REtlAlWNMCDRO�?+��C zI�Es! NOTES: 1. STORM DRAIN INVERTS ARE MEASURED FROM CENTER OF STRUCTURE. 40 2• ALL FRAMES AND LIDS SHALL BE OF LOCKING TYPE PER WSDOT STD PLAN B-30.10-00. 3. CB TYPE 1 PER WSDOT STD PLAN B-5.20-00. 30 4. CB TYPE 2 PER WSDOT STD PLAN B-10.20-00. 5. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 20 6. VANED GRATES PER WSDOT STD PLAN B-30.30-00 7. COMBINATION INLET PER WSDOT STD PLAN B-25.20-00 8. PIPE ZONE BEDDING AND BACKFILL FOR STORM SEWER PIPES PER WSDOT STD PLAN B-55.20-00. D � 9. BEEHIVE GRATES SHALL BE OLYMPIC FOUNDRY INC PART NO n SM60BH OR EQUIVALENT. 10. SOLID LIDS AT CATCH BASIN TYPE 1 STRUCTURES PER r WSDOT STD PLAN B-30.20-00. z IT DENOTESSTORMDRAIN 7DENOTES STRUCTURE NUMBER -20 DWG NUMBER PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT) DENOTESUNDER DRAIN STRUCTURE NUMBER 7DENOTES DWG NUMBER PSX-PSX DENOTES PUMP SYSTEM 40 ao 40 ao ao STRUCTURE NUMBER �`DENOTES DWG NUMBER 30 30 EXISTING GRADE " " " " 30 30 30 _____: ______ EXISTING GRADE PROPOSED GRADE ----- ® CENTERLINE "S" LINE PROPOSED GRADE `: 20 20 @CENTERLINE "S" LINE 20 20 ,,,,,,,,, ,20 DR2-UDO6 DR2-UD01 ... ..... ......... ......... ...... 10 10 .... .... ......... ....... 10 10 .... .... ......... ...... 10 31 IF @ 2.67% 31 LF @ 2.56% 12" HDPE 12" HDPE DR2-SD2, CB TYPE 1 0 0 0 0 0 STA "S" 19+00.00 (29.1' RT) DR2-SD1, CB TYPE 1 RIM = 11.90 STA "S" 17+50.00 (29.1' RT) IE (E) = 6.91 (12" HDPE) DR2-SD5, CB TYPE 1 RIM = 10.21 DR2-SD4, CB TYPE 1 IE (N) = 6.91 (12" HDPE) -10 -10 . WITH SOLID LOCKING LID _10 IE (E) = 5.11 (12" PEPP) -10 WITH SOLID LOCKING LID -10 "S" IE (W) = 6.41 (12" PEPP) STA "S" 17+50.00 (2.0' LT) IE (N) = 5.51 (12" HDPE) STA 19+00.00 (2.0' LT) ....RIM RIM = 11.64 IE (S) = 6.34 (12" HDPE) IE (W) = 5.01 (12" HDPE) = 13.32 IE (S) = 7.71 (12" HDPE) -20 ........................... PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT) PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT)STA 17+50 (STA 17+50-LINE) BergerABAM RECORD � AS SHOWN DRAWING 33301 9th Avenue South, Suite 300 - BEE S DATUM Federal Way, Washington 98003-2600 NAS (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT)STA 19+00 (STA 19+00-LINE) 20 0 2^ ^ Sale R-369383 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction DRAINAGE PROFILE"P- 1 „_____ SHEET I rn co CY) O 40 LU H > 30 a� N N v, 20 a a m m 10 O zl o� a 0 V 10 20 60 50 40 30 20 10 0 PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT) .................................................................. EXISTING GRADE ::::::::::::::..................:::::::::::: ""' """ 24" DI FORCE MAIN FROM PUMP STATION .......... SEE PUMP STATION PLANS PROPOSED GRADE ® STORM POND ... ............ 50 LF ® 4.00% .... ..... . 24" DIP PS2-MH3, DISCHARGE MANHOLE - 54" " STA "P" 13+83.75 (56.2' LT) .: P STA "P" 13+49.59 SEE DWG PS-5 FOR DETAILS .. 19.69 LT ..................................:..... IE = 21.70 12 FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT) 60 50 40 30 20 10 0 *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 r ao ...................... ...................... ...................... ...................... 40 40 30 ...................... ...................... ...................... 30 30 ...................... ...................... ...................... 17 LF ® 3.937 20 PVC 20 20 DR1-UD12, CB TYPE 2 - 72" STA "S" 16+17.34 (34.6' RT) 10 10 RIM =10.12 10 IE (W) = 7.00 (PERFORATED .. PVC PIPE) IE (E) = 7.00 (PERFORATED 0 0 PVC PIPE) 0 IE (W) = 6.00 (8" PVC) -10 -10 DR1-SD3, CB TYPE 2 - 60" -10 STA "S" 16+01.11 (39.9' RT) RIM = 11.67 IE (N) = 1.50 (24" HDPE) -20 0+00 ....... .20 IE (E) = 5.33 (PVC) -20 IE (SW) = -0.50 (36" DIP (TO PUMP STATION)) 0+47 PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT) (GRNDWTR) BEE —ivns REVISION BY DATE APPR - 60 50 40 30 20 10 0 -10 PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT) PROFILE AS SHOWN �� DATUM SCALE: 1"=20'(HORIZ), 1"=10'(VERT) CITY OF RENTON Public Works Department Approved For Construction NOTES: 1. STORM DRAIN INVERTS ARE MEASURED FROM 40 CENTER OF STRUCTURE. 2. ALL FRAMES AND LIDS SHALL BE OF LOCKING TYPE PER WSDOT STD PLAN B-30.10-00. 30 3. CB TYPE 1 PER WSDOT STD PLAN B-5.20-00. 4. CB TYPE 2 PER WSDOT STD PLAN B-10.20-00. 20 5. ALL CATCH BASINS SHALL HAVE VANED GRATES UNLESS OTHERWISE SPECIFIED. 6. VANED GRATES PER WSDOT STD PLAN 10 B-30.30-00 7. COMBINATION INLET PER WSDOT STD PLAN B-25.20-00 0 8. PIPE ZONE BEDDING AND BACKFILL FOR STORM SEWER PIPES PER WSDOT STD PLAN B-55.20-00. 9. BEEHIVE GRATES SHALL BE OLYMPIC FOUNDRY -10 INC PART NO SM60BH OR EQUIVALENT. 10. SOLID LIDS AT CATCH BASIN TYPE 1 STRUCTURES PER WSDOT STD PLAN B-30.20-00. -20 7DRX-SDX 7 DENOTES STORM DRAIN STRUCTURE NUMBER DENOTES DWG NUMBER DRX—UDX DENOTES UNDER DRAIN 60 STRUCTURE NUMBER DENOTES DWG NUMBER 50 Psx-Plsx DENOTES PUMP SYSTEM STRUCTURE NUMBER 40 DENOTES DWG NUMBER 30 20 10 0 -10 20 0 2^ ^ scale R-369384 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A DRAINAGE PROFILE DP-2 SHEET 2 1� rn co CY) O Q 15' ACCESS ROAD LJJ EL 28.0 EXISTING N GROUND v, L _m -iL lil_I11=III-1�1-ICI-ICI-_ - a a POND INLET II. m BEVELED END PER m WSDOT STD PLAN z B-70.20-00 PIPE IE = 21.7 J 0 v BOTTOM OF SEDIMENT STORAGE EL 18.7 TOP OF POND EL 28.0 WIDTH VARIES 10' MIN 1.3' FREEBOARD SEE PLAN F EXTEND RIPRAP 1'-0" MIN o ABOVE TOP OF PIPE z DETENTION STORAGE N I 66,259 CF 3 0 15' ACCESS ROAD EL 28.0 o EXISTING GROUND 1F� L1' SEDIMENT --KEY IN BERM STORAGE CELL 2 VOLUME CELL 1 VOLUME 35,418 CF 20,640 CF 1' QUARRY SPALLS A SECTION - COMBINED DETENTION & WET POND DD-1 SCALE: 1 =20 HORIZ 1 =10 VERT POND BERM EMBANKMENT, SEE SPECIAL PROVISIONS 1.3' FREEBOARD 15' EXTEND RIPRAP 1'-0" MIN ACCESS ABOVE TOP OF PIPE � EXISTING ROAD POND INTERNAL-"1-11jj'E' "11 = W EL 23.7 SLOPE 3H:1V, TYP o POND INLET FROM PUMP STATION, SEE DWGS DP-2 & PS-5 VARIES BEVELED END PER WSDOT STD PLAN B-70.20-00 BOTTOM OF SEDIMENT STORAGE EL 18.� SECTION -CELL 1 DDT S�"=20 HOORI71 =10 Vr�RTS GRADE _ DETENTION STORAGE _- GROUNDWATER STORAGE EXISTING EL 24.0 GRADE 1' SEDIMENT STORAGE 1' QUARRY SPALLS FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 DOWN SLOPE OF POND - POND BERM EMBANKMENT, SEE SPECIAL PROVISIONS POND BERM EMBANKMENT, 15' SEE SPECIAL PROVISIONS 1.3' FREEBOARD cV DETENTION EL 26.7 Irl�l=�111�1_, li 2 WQ EL 23.7 =1 EXISTING GRADE 1 DETENTION STORAGE - II -III III=III=III=III=III=III=11 II II- GROUNDWATER STORAGE — �—III—I 1=1 1=1=1TI=1 III — EL 24.0 3.4' VARIES c SECTION - CELL 2 DR-1 SCALE: 1 =20 HORIZ 1 =10 VERT BEE FC—HE—ivns REVISION BY DATE APPR ^" �� DATUM FOR DETAIL ON POND D MAINTENACE ROAD, SEE PIPE IE = 23.4� 15' 2.0% 15' POND BERM EMBANKMENT, SEE SPECIAL PROVISIONS EXISTING GRADE FOR DETAIL ON FLOW CONTROL STRUCTURE, SEE DWGS DP-2 & DD-3 POND INTERNAL SLOPE 3H:1V, TYP 3 �1 \--0.50' CRUSED SURFACING BASE COARSE CONSOLIDATED NATIVE MATERAILS, SEE SPECIAL PROVISIONS D POND MAINTENANCE ROAD SCALE: N.T.S. 12' 1 3 �__ 2.0' QUARRY SPALLS, TYP CONSOLIDATED NATIVE MATERAILS, SEE SPECIAL PROVISIONS E POND RAMP SCALE: N.T.S. R-369386 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction POND SECTIONS DD-2 O z TOP OF POND EL = +28.0� C5 g' EMERGENCY OVERFLOW WS = +27.5 OVERFLOW N EL = +27.0 DESIGN WSJ EL = +26.7 FILTER FABRIC BELOW QUARRY SPALLS, TYP r 2'-0" MIN CLEARANCE A SECTION - POND OVERFLOW SPILLWAY SCALE: N.T.S. B 2" LL PLAN - FLOW CONTROL STRUCTURE N SCALE: NTS o N Z E FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. STANDARD GALV STEEL LADDER/STEPS, SEE NOTES 8 AND 10 - LIFT HANDLE, SEE NOTE 3 POND DESIGN WS/ TOP OF RISER EL = 26.67 SHEAR GATE, 8 " 0 MIN, SEE NOTE 2 INLET Z INLET FROM POND ±11 LF 18" RCP IE (POND) =23.4 IE (NW) =23.85 SLOPE = -3.97 N QUARRY SPALLS, SEE 3 TYP 1�� 1'-0" THICK QUARRY SPALLS BEGINNING AT INSIDE FACE OF POND SLOPE RIM ELEVATION = +26.7 OVERFLOW STRUCTURE PER CITY OF RENTON STD PLAN 234.20 PIPE SUPPORT, SEE NOTE 1 0.42RECTANGULAR NOTCH BOTTOM ELEV = 25.8 RESTRICTOR PLATE WITH 1.12" ORIFICE CUT ROUND AND SMOOTH ELEV = 25.42 8" ORIFICE ELBOW, 1�d f SEE NOTE 5, TYP OUTLET PIPE SEE NOTE 9 L-- ffi�m.. -ELEV = +23.85 18"0 RESTRICTOR/SEPARATOR PIPE SEE NOTE 4 - RESTRICTOR PLATE WITH 1.125" ORIFICE CUT ROUND AND SMOOTH ELEV = +22.0 - 60"0 TYPE 2 CATCH BASIN MODIFIED AS SHOWN BOTTOM ELEVATION = +20.0 B SECTION - FLOW CONTROL STRUCTURE FOR POND SCALE: NTS CATCH BASIN, MANHOLE, WETWELL OR VALVE/METER VAULT 1 1 MIN CSBC CONSTRUCTION GEOTEXTILE FOR GRADE SEPARATION 6" MINIMUM QUARRY SPALLS A OVERLAP (TYP) 2 QUARRY SPALL PAD UNDER STRUCTURES SCALE: NTS FLOW CONTROL STRUCTURE NOTES: 1. REFER TO WSDOT STD PLAN B-10.40-00 AND ASSOCIATED PLAN NOTE 1 FOR VERTICAL PIPE SUPPORT(S). 2. REFER TO WSDOT STD PLAN B-10.40-00 AND ASSOCIATED PLAN NOTES 4, 7, 8, AND 9 FOR SHEAR GATE. 3. REFER TO WSDOT STD PLAN B-10.40-00 AND ASSOCIATED PLAN NOTE 7 FOR LIFT HANDLE. 4. REFER TO WSDOT STD PLAN B-10.40-00 AND ASSOCIATED PLAN NOTE 1, 2, 3 AND 5 FOR VERTICAL RESTRICTOR/SEPARATOR PIPE. 5. REFER TO ORIFICE ELBOW DETAILS SHOWN ON WSDOT STD PLAN B-10.40-00 6. PIPE SIZES AND SLOPES PER PLANS. 7. OUTLET CAPACITY: 100 YEAR, 24 HR STORM EVENT. 8. METAL PARTS: CORROSION RESISTANT. GALVANIZED PARTS TO HAVE ASPHALT TREATMENT 1 PER WSDOT STD SPEC. 9-05. 4 (4) 9. METAL OUTLET PIPE CONNECTS TO HDPE. OUTLET PIPE TO HAVE SMOOTH OD EQUAL TO CONCRETE PIPE ID LESS 1/4". 10. LADDER/STEPS SHALL EXTEND TO WITHIN 16" OF BOTTOM OF CATCH BASIN. 11. SEE DRAINAGE PROFILE PLANS FOR ADDITIONAL RIM ELEVATION, PIPE INVERTS, STRUCTURE TYPE, PIPE MATERIAL AND STATIONING. BergerABAM 333019th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD DRAWINGBEE �m- AS SHOW" `�"' DATUM RENTON TY OF Public Works Department Approved For Construction Rohert M. Hanson P.F. Date STRANPHASEER OIUSEGMENT A LEVARD EXTENSION DRAINAGE DETAILS SHEET 1 E� KK Nns �j°C NO. REVISION BY DATE APPR _ R-369387 ��51201 5 DD-3 S 0 LU PLANSFORSTRUCTURE INFORMATION DETAIL - STORM DRAIN STR PLAN VIEW 3 _..__.._..........._.....__. __...._ NOT USED DD-6 SCALE: N.T.S. o E o FEDAID: STPUL-1276(004) ()DRAWINGS 'a BergerABAM RECORD SOME DATA ON2RECORD IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 CONTRACTOR TO THE CITY OF y RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2260 i TO BE CONSTRUCTED FROM CON PIPE, IN E WITH ASTM C 14 UNLESS OJORWISE SHOWN ON TOTED IN THE STANDARD IFICATIONS. .E SIZE IS EQUA THE OUTLET PIPE OUTSIDE LUS AREA IN ALL THICKNESS. TO ET PIPE TO BE MORTARED AND MADE FLUSH HE AREA INLET WALL. SURFACE SHALL BE FINISHED TO ASSURE JG FIT WITH ANY POSITION. TABLE 1 OUTLET PIPE DIA 0 AREA INLET DIA 0 6" 12" 8„ 181, 1 24" BEE ° °NAS REVISION BY DATE APPR -- TOP OF SLOPE BEEHIVE GRATE, OLYMPIC FOUNDRY INC PART NO SM60BH OR EQUIVALENT. DRAINAGE DITCH, SLOPE VARIES 1'-0" THICK I-1 QUARRY SPALLS 1.00 J�- MIN p ' O j L-L p GRAVEL BACKFILL O a FOR WALL 3.5' MIN ;ONCRETE INLET DETAIL - STORM DRAIN PROVIDE 6" LEVEL BENCH AT THE BACK OF CURB CEMENT CONCRETE CURB AND GUTTER ASPHALT FINISH GRADE 1'-0" THICK QUARRY SPALLS, EXTEND TO TOP OF SLOPE 12" HDPE NOTE: SEE DRAINAGE PLANS FOR STRUCTURE INFORMATION. 1RE NO. DR1-SD1 WSDOT STD PLAN F-10.16-00 MODIFIED LIMITS OF REVISION 3.16 TO BE FIELD 3.16 DETERMINED 4-�4 7n CEMENT CONCRETE CURB & GUTTER N_ � I DR1-UD12 CB TYPE 2 - 72" SEE DRAINAGE PLANS FOR STRUCTURE INFORMATION NCRETE GUTTER TRANSITION DETAIL - N.T.S. WAS SHOWN 0P10H`"` ""° 10°'BB1 CITY OF RENTON DATUM Public Works Department Approved For Construction Kuc kco�ixc°v Rohert M. Hanson P.F. F DRAIN STRUCTURE NO. DR1-UD12 R-369390 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A DRAINAGE DETAILS DD-6 SHEET 4 - ,,, CREEK WETLAND M/T/GA T/ON BANK FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. _. FO FO BANK OF AMER/CA N X X III I I I �SWN SAAL ----------------- I CV ll, FO _ Fo Q X —W LU � L1J ------- —s---------------' W �DW�z EAST SHOOFLY I = ��---1Q I� —Dyy CONSTRUCTION DEWATERING PIPE 40 0 40 BergerABAM 33 301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD DRAWINGBEE cm- AS SHOWN xo "' DATUM RECITYNTON OF Public Works Department Approved For construction Rohert M. Hanson P.F. note STRANPHASE 1, S GMENT A BOULEVARD EXTENSION CONSTRUCTION DEWATERING DISCHARGE PIPE SHEET 1 E " Ans �� " °CO��""` NO. REVISION BY DATE APPR _ R-369391 �� 5 220115 DW-1 rn co C'') O LU H I z - - y G: N L a a m DEWATERING PIPE MAY BE o RUN THROUGH BNSF CULVERT W IN BNSF EMBANKMENT z � m Q V w' W _ CO LU LU � I zF-- -n� -- — ----- DW PL CONSTRUCTION DEWATERING PIPE (TYP) KIU � IU I I LL I o T IL - a 2 z >_ FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING DRAWING PROVIDED BY THE CONSTRUCTION 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 i BEE �NAS REVISION BY DATE APPR ^ WEST SHOOFLY r CITY OF RENTON DATUM Public Works Department Approved For Construction Rohert M. Hanson P.F. F LEGEND: —Dyy CONSTRUCTION DEWATERING PIPE 40 0 40 R-369392 STRANDER BOULEVARD EXTENSION 5/20/I5 PHASE 1, SEGMENT 2A CONSTRUCTION DEWATERING DISCHARGE PIPE DW-2 SHEET 2 DESIGN DATA ADDRESS/LOCATION STRANDER BOULEVARD, RENTON, WA LATTITUDEAONGITUDE 47'27'23"N 12214'29"W FUNCTION SURFACE STORMWATER AND GROUNDWATER DEWATERING PUMP STATION PUMP STATION TYPE DUPLEX SUBMERSIBLE DESIGN STORM 100 - YEAR RECURRANCE INTERVAL DESIGN DUTY POINT 3,280 GPM ® 31.8 FEET TDH ESTIMATED FIRM PUMPING CAPACITY 3,375 GPM (SINGLE PUMP) (SEE NOTE 1) PUMP MOTOR DATA 45HP, 460V 30, 1,170 RPM PRIMARY LEVEL CONTROL PRESSURE TRANSMITTER BACKUP LEVEL CONTROL FLOAT -SWITCH WETWELL CONCRETE, 10-FEET INTERNAL DIAMETER WETWELL STORAGE VOLUME 588 GALLONS/FOOT PUMP OPERATING VOLUME (SEE NOTE 2) 6,322 GALLONS COLLECTION SYSTEM STORAGE VOLUME 4,264 GALLONS EMERGENCY STANDBY POWER GENERATOR DEDICATED ON -SITE, 20OKW, DIESEL TRANSFER SWITCH AUTOMATIC FUEL VOLUME STORED ON -SITE 336 GALLONS FORCE MAIN LENGTH 160 LF DIAMETER 24-INCH MATERIAL CL 52 DUCTILE IRON PIPE DISCHARGE 54-INCH DIAMETER MANHOLE 20 FEET NORTH OF WATER QUALITY POND FLOW METER 20" IN -LINE MAGNETIC ESTIMATED PUMP CYCLING FREQUENCY CONDITION INFLOW (Qi) PUMP CYCLES (SEE NOTE 3) DEWATERING 400 GPM 1.7 STARTS PER PUMP PER HOUR 2-YEAR STORM 1,575 GPM 4.0 STARTS PER PUMP PER HOUR 100-YEAR STORM 3,280 GPM 0.6 STARTS PER PUMP PER HOUR NOTES: 1. PUMP CURVES BASED ON ITT FLYGT MODEL NP3202 LT W/314MM IMPELLER & 45HP MOTOR 1170 RPM. CURVE NO. 63-617-00-6010. 2. BETWEEN LEAD PUMP ON AND PUMPS OFF SET POINTS. INCLUDING COLLECTION SYSTEM STORAGE VOLUME. 3. SEE DWG PS-7 FOR SET POINT ELEVATIONS BASED ON THE SYSTEM -HEAD -CAPACITY CURVES SHOWN. ASSUMES ALTERNATING LEAD -LAG OPERATION. WET WELL BOUYANCY - STANDARD BASE ASSUMED WATER LEVEL ELEVATION= 27.00 DATUM WET WELL DEPTH= 32.0 FEET WET WELL INSIDE DIAMETER= 10.0 FEET WET WELL WALL THICKNESS= 11.0 INCHES WET WELL WALL OD= 11.83 FEET BOTTOM SLAB WIDTH= 14.0 FEET BOTTOM SLAB BREATH= 14.0 FEET BOTTOM SLAB THICKNESS= 18.00 INCHES VOLUME OF WATER DISPLACED= 3,759 CUBIC FEET TOTAL UPLIFT FORCE= 234,546 LBF VOLUME OF CONCRETE= 1,300 CUBIC FEET WEIGHT OF CONCRETE= 195,021 LBF VOLUME OF SOIL ABOVE SLAB= 2,744 CUBIC FEET WEIGHT OF SOIL ABOVE SLAB= 301,803 LBS TOTAL RESISTIVE FORCE= 496,823 LBS SAFETY FACTOR= 2.12 WET WELL BOUYANCY - TREMIE BASE ASSUMED WATER LEVEL ELEVATION= 27.00 DATUM WETWELL INSIDE DIAMETER= 10.0 FEET WET WELL WALL THICKNESS= 11.0 INCHES CUTTING SHOE THICKNESS= 11.0 INCHES WET WELL WALL OD= 11.83 FEET TREMIE + FLOOR DEPTH= 7.0 FEET VOLUME OF WATER DISPLACED= 4,235 CUBIC FEET TOTAL UPLIFT FORCE= 264,244 LBF VOLUME OF CONCRETE= 1,776 CUBIC FEET WEIGHT OF CONCRETE= 266,412 LBF TOTAL RESISTIVE FORCE= 266,412 LBS SAFETY FACTOR= 1.01 !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !! !!!!!!!!!!!!!!!!!!!! !!!!!!!!lam=��!►� ��!!!!!!!!!!!!! !!! !!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! !!!!!!!!!!!!!!!!!!!!!!!!!!!!!! 111 11 111111 11 111 DISCHARGE, Q (gpm) NOTES: 1. PUMP CURVES BASED ON BARNES 8XSE-HA WITH 12.5" TRIMMED IMPELLER. FEDAID: STPUL-1276(004) HPP-1276(005) n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION is CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. �) B�ergerAB►AMMCH 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 206 431-2300 Fax: 206 431-2250 RECORD°��, D RAWI N G As SHOWN ° DATUM CITY OF • RENTON Public Works Department Approved For Construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A STORM PUMP STATION DESIGN DATA VKB E NAs "`�'""' NO. REVISION BY DATE APPR - R-369393 ��5/20/15 P�S-1 a Ee FEDAID: STPUL-1276(004) HPP-1276(005) IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. *J BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 RECORD DRAWING NO. 70 60 50 40 30 20 10 0 -10 . ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... .... DR1—SD3, CB TYPE 2 — 60" STA "S" 16+01.11 (39.9' RT) PS2—MH1, INLET MANHOLE — 72']: ... .... RIM = 11.67 STA "PA" 2+04.82 (65.3' LT) IE (N) = 1.50 (24" HDPE) RIM = 27.33 .......: :.......: ........: ......... . IE (E) = 5.33 (PVC) IE (NE) _ —0.90 (36" DIP) IE (SW) _ —0.50 (36" DIP (TO PUMP STATION)) :: IE (S) _ —1.00 (36" DIP) PS2—VV, VALVE VAULT STA "PA" 1+72.30 (65.3' LT) RIM = 27.42 ... ......... ......... ......... ......... ......... ......... .... " IE (N) = 21.50 (12" SS) IE (E) = 21.17 (20" DIP) NISH b GRADE: G. :PIPE: . 24" 45° VERT ELBOW (MJ) 24" 45' VERT ELBOW (MJ) 24"X20" CONCENTRIC REDUCER (MJ) 24" 45° HORIZ ELBOW (MJ) 61 LF ® 0.00% .... ......... ......... 108 LF CAD 0.00% ......... .. 18 LF 0 0.00% .... 24" DIP 24 DIP j 24" DIP 24" 45° HORIZ ELBOW PS2—MV, METER VAULT ......... ......... ......... .... STA "PA" 1+72.30 (42.9' �\f22 RIM = 27.14 LF ® 0.00% IE (W) = 21.17 (20" DIP) 20" DIP IE (E) = 21.17 (20" DIP) 68 LF © 0.59% PS2—WW, CONCRETE WETWELL — 120' 36" DIP STA "PA" 1+ 91.32 (65.3' LT) RIM = 27.50 N — — ( — 1.00 36' DIP IE ........ ......... ......... ......... ......... .... IE (E) = 21.15 (8" PVC) IE (S) = 21.50 (12" SS) 36" DIP 20 0 1"= 20' scale REVISION 20 40 feet c' MCH " VK13 KK i4AS BY DATE APPR - — PROFILE SCALE: 1"=20'(HORIZ), 1"=10'(VERT)PS (PS —LINE) AS SHOWN '"m"` ""° 1H0.'1B°' CITY OF RENTON DATUM Public Works Department Approved For Construction Kuc kco�ixcw Roherf M. Hanson P.F. F STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A STORM PUMP STATION SEWER PLAN AND PROFILE 70 60 50 40 30 20 10 0 -10 R-369394 72512015 C) n ti lei 6 LL FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 SURVEYED: SCALE: DESIGNED: AS SHOWN MCH DRAWN: VKB ONE INCH CHECKED: AT FULL SCALE NAS IF NOT ONE INCH NO. REVISION BY DATE AP P R APPROVED SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 t CITY OF RENTON Public Works Department Approved For Construction Robert M. Hanson P.E. Date CONSTRUCTION NOTES: O SEE POND PLAN FOR LIMITS OF FENCING. O REFERENCE CITY OF RENTON STD PLAN — 350.2. O REFERENCE CITY OF RENTON STD PLAN — 200.0. O SEE PUMP STATION ELECTRICAL DRAWINGS FOR ADDITIONAL ELECTRICAL SITE REQUIREMENTS INCLUDING POWER FEED AND CONDUIT ROUTING. 5 0 5 10 scale fE R-369395 STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A STORM PUMP STATION SITE PLAN 8/6/14 FIELDBOOK: PAGE: DRAWING NO: PS-3 102 231 0 PUMP DISCONNECT PANEL (SEE PUMP STATION ELECTRICAL DRAWINGS) ELECTRICAL & CONTROLS BUILDING (SEE PUMP STATION STRUCTURAL DRAWINGS) 0.33, 'ACTED DEPTH GEOTEXiILE FABRIC X�COMPACTED LL SUBGRADE a GRAVEL PAVING DETAIL 2-3 SCALE: NTS o Z E v FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 CABLE TRENCH COVER SCHEDULE COVER LENGTH 1 LENGTH 2 A 13'-3 1 /2" 12'-5 1 /2" B 3'-10" 2'-2" C 27'-1" 25-51/2" D S-10" 2'-2" E V-31/2" 0'-51/2" CABLE TRENCH SYSTEM DETAIL PS-3 SCALE: 1/2"=1'-0" 6" A SECTION SCALE: 1-1 2 =1 —0 6" CL UTILIDOR GRAVEL 3 PAVING — GEOTEXTILE FABRIC 3/4"-0 CRUSHED ROCK COMPACTED TO 95% MAXIMUM DRY DENSITY c MCH " VK13 `°`Mans REVISION BY DATE APPR ^" _ AS SHOWN �� DATUM CL CABLE TRENCH (BEYOND) WETWELL TOP SLAB . .g. d a.. Q 4 I a Q. d d dd d I .. .d ° a o d d. I d a a d d d Q 2" PVC CONDUIT 1 1/2" PVC CONDUIT e SECTION SCALE: 1-1/2"=V-0" R-369396 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction STORM PUMP STATION PS-4 . , „_____ I CIVIL DETAILS - SHEET 1 , WQ POND EMERGENCY OVERFLOW EL=27.5 WQ POND DETENTI( = EL=26.7 �] WQ POND WQ ELE\ EL=24.0 L_ A 5tL I IUN - SCALE: 3/8"=1'-0" 5 8 1 4 4 3 9 n U - - - - - - - - - - - - - �� i FORCEMAIN DISCHARGE MANHOLE - DETAIL PS-2 SCALE: 3/8"=1'-0" 2" WATER LINE FROM RPBA 3 2" NON -FREEZE WEST WALL ELECTRICAL BUILDING z a YARD HYDRANT AND HOSE BIB - DETAIL N PS-3 SCALE: 3/8"=1'-0" a z `o x PS R. 4, FEDAID: STPUL-1276(004) — �O p4 wA'�LC� auxin RUNG END 00NNECnans. HPP-1276(005) f BergerABAM F z x CALL 48 HOURS `_' 33301 9th Avenue South, Suite 300 �o RP�gowa BEFORE YOU DIG otsTE� �n Federal Way, Washington 98003-2600 sSjoNAL �o 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 NO. REVISION 1.0 aw AS SHOWN 01�01R1961/10B MCH VKB '_ JSG �� DATU M m� BY DATE APPR jsc m•" �. CONSTRUCTION NOTES: Q1 54" DIA. STORM MANHOLE WITH FLAT TOP LID AND OUTSIDE DROP CONNECTION. REFERENCE CITY OF RENTON STD PLANS - 400.1 AND 402.1. FOR ADDITIONAL REQUIREMENTS. O2 24" DIA. MANHOLE FRAME AND COVER. REFERENCE CITY OF RENTON STD PLAN 401. O3 24" DI FORCEMAIN. SEE DRAWING PS-2 FOR ALIGNMENT AND PROFILE. ® 24" DI 45' ELBO (FLxMJ). Q 1 O5 24" DI TEE (FLxFL). 0 © 24" DI BLIND FLANGE. 07 24" DI 90' ELBOW (FLxPE). 0 ® 24" DI GRAVITY SEWER TO WQ POND. SEE DRAWING PS-2 FOR ALIGNMENT AND PROFILE INFORMATION. O9 24" DIP (PExPE). LENGTH AS REQ'D. CITY OF N RENTON Public Works Department Approved For Construction STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A STORM PUMP STATION CIVIL DETAILS - SHEET 2 R-369397 10/25/12 PS-5 Last So, e o 7ue Feb 012011 at 070" by A,Ilh,xley File N e: I INAR77NIP,I.,ti20091FAPW7-09-1751CA00120010wg I12_PSO4dV S-le: I ti lei 0 U) 0 U (D ry WETWELL � VAL VAULT L c Lr C a- N N N CD N 0 Q Q 0 I FEDAID: STPUL-1276(004) w HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION > PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. Al C PS-9 � VALVE VAULT 8" PVC DRAIN FROM YARD CATCH BASIN 4'-0" 11'-10" 0. WETWELL NOTES CONT.: 1' —0 3/4" /__� PS REINFORCED 40 WETWELL VENT. SEE 3 P 3 CONCRETE r4 TOP SLAB S-29 41 PROVIDE REMOVABLE CHAIN ACROSS OPENING WHEN HATCHES ARE IN THE "UP" POSITION. CHAIN SHALL ATTACH TO REMOVABLE BOLLARDS WHERE SHOWN REMOVABLE OR TO EYELETS INSTALLED ON THE UNDERSIDE OF THE ACCESS HATCHES. 44 BOLLARD 1 MAX. CHAIN HEIGHT=45" (TYP OF 2) S-30 MIN. CHAIN HEIGHT=42 NDICATES HATCH OPENING DIRECTION REINFORCED O 3 CONCRETE 17 20" CL 53 DI SPOOL. (FLG). LENGTH AS REQ'D. S-29 TOP SLAB 18 6'-0" x 4'-0" (CLEAR OPENING) DOUBLE LEAF ALUMINUM ACCESS HATCH. H2O RATED. LW PRODUCTS HDSBS-3C OR APPROVED EQUAL. NOTES: 19 9'-0" x 7'-6" (INTERNAL DIMS) PRE —CAST CONCRETE FLOW —METER VAULT. FULL THICKNESS. UTILITY VAULT CUSTOM OR APPROVED EQUAL. 01 SUBMERSIBLE WASTEWATER PUMP WITH QUICK DISCONNECT ASSEMBLY AND LIFTING RAILS. ITT FLYGT 20" CL 53 DIP (PE). LENGTH AS REQ'D. MODEL CP 3202 LT WITH 314 MM IMPELLER, OR APPROVED EQUAL. 21 24"x20" CONCENTRIC REDUCER (MJ). O2 10 INSIDE DIAMETER WETWELL. WALL C. ASTM C-478. O3 12'-0" x 12'-0" (INTERNAL DIMS) PRE —CAST CONCRETE VALVE VAULT. FULL THICKNESS. UTILITY VAULT 0 24" DI FORCEMAIN. SEE DWG PS-2 FOR ALIGNMENT AND PROFILE. CUSTOM SIZE OR APPROVED EQUAL. �3 20" IN —LINE MAGNETIC FLOW METER (FLG). SIEMENS SITRANS FM OR APPROVED EQUAL. ® 8'-0" x 5-0" (CLEAR OPENING) DOUBLE LEAF ALUMINUM ACCESS HATCH. H2O RATED. LW PRODUCTS HD—SBS-4D OR APPROVED EQUAL. 2 ® MOUNTING PLATE FOR PORTABLE DAVIT CRANE. SEE PS-11 O5 36" DI INFLUENT GRAVITY SEWER. C 20" RESTRAINED FLANGE COUPLING ADAPTER. ROMAC RFCA OR APPROVED EQUAL. TYPE 1 REMOVABLE BOLLARD (TYP OF 5). REFERENCE CITY OF RENTON STD PLAN H019. 7 72" DIAMETER INLET MANHOLE. WALL C. REFERENCE CITY OF RENTON STD PLAN 400.1 © 4" PVC VAULT DRAIN PLUMBED TO WETWELL. ® 1 ® FLEXIBLE RUBBER GASKET. KOR—N—SEAL OR APPROVED EQUAL FOR PIPE SIZES 1" AND LARGER. GROUT FRP RETRACTABLE LADDER. SEES-28 SEAL PIPES UNDER 1" WITH NON —SHRINK GROUT. �9 9'-0%6'-0" (CLEAR OPENING) DOUBLE LEAF ALUMINUM ACCESS HATCH. H-20 RATED LW PRODUCTS O9 12" SS 90° ELBOW. (WELDED) HD-5 OR APPROVED EQUAL. 30 1 10 12" SCHED 80 SS DISCHARGE PIPE. LENGTH AS REQ'D. (FLG X PE OR WELDED) LEVEL SENSOR INSTALLED IN STILLING WELL. SEEPS-11 31 1 11 12" FLEXIBLE PIPE COUPLING FOR DISSIMILAR PIPE MATERIAL WITH RESTRAINT SYSTEM. ROMAC 501 W/ CABLE TRENCH SYSTEM. SEEPS-4 600 SERIES RESTRAINT OR APPROVED EQUAL. EMBED LUG BOLTS MIN. 3" IN SUPPORT BLOCK. 30 12" CL 53 DI DISCHARGE PIPE (PE). LENGTH AS REQ'D. 12" IN —LINE PRESSURE GAUGE. ASHCROFT OR APPROVED EQUAL (FLG). 12" FL SWING CHECK VALVE. M&H VALVE CO., STYLE 259-02 OR APPROVED EQUAL (FLG). 12" PLUG VALVE W/GEAR OPERATED HAND WHEEL. APCO SERIES 500 OR EQUAL (FLG). 15 20" BLIND FLANGE (FLG). 16 20"X12" REDUCING TEE (FLG) ri` STORM PUMP STATION WETWELL AND VAULTS - PLAN �i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 SCALE: 1 /2"=1 '-0" NO. 33 CONCRETE SUPPORT BLOCK. MINIMUM DIMENSIONS AS NOTED. �4 12" RETAINER GLAND EMBEDDED IN CONCRETE SUPPORT BLOCK. 35 20" RETAINER GLAND EMBEDDED IN CONCRETE SUPPORT BLOCK. 36 20" FLEXIBLE RESTRAINED PIPE COUPLING FOR PE DI PIPE. ROMAC 40ORG OR APPROVED EQUAL. 30 4'-0" X 4'-0" SINGLE LEAF ALUMINUM ACCESS HATCH. H-20 RATED. LW PRODUCTS HS-5 OR APPROVED EQUAL. 38 36" KNIFE GATE VALVE (FLG) ON INLET SEWER. MANUALLY OPERATED W/ HANDWHEEL. RED VALVE SERIES G OR APPROVED EQUAL. 39 36" FLANGE WELDED TO INLET SEWER. R-369398 SURVEYED: SCALE: "��' NAVD 19� HORIZONTAL: NAD 1983/1991 ,� Y C, "� CITY OF STRANDER BOULEVARD EXTENSION UAit: 8/6/14 AS SHOWN � � RENTON PHASE 1 SEGMENT 2A DESIGNED: MCH ALDBOOK: � �' , DRAWN: VKB ONE INCH DATUM Public Works Department Approved For Construction STORM PUMP STATION WET WELL AND VAULT PLAN DRAWING NO: PS - 6 CHECKED: NAS AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY REVISION BY DATE APPR APPROVED: SHEET: OF: - Robert M. Hanson P.E. Date 105 231 AAAINTFNANIr F PI ATP70PKA FI OOP? FI - 11 S' PLACE ALL ATTACHMENTS TO WETWELL AND MANHOLE FOR PIPES, LADDER, EQUIPMENT, ETC. MIN. 12" FROM SECTION JOINTS LAG PUMP ON/HIGH LEVEL ALARM-+3.5' � STORM PUMP STATION WETWELL AND VALVE VAULT — SECTION S-6 SCALE: 1/2"=1'-O" NOTES: O SUBMERSIBLE WASTEWATER PUMP WITH QUICK DISCONNECT ASSEMBLY AND LIFTING RAILS. ITT FLYGT MODEL NP 3202 LT W/314 MM IMPELLER, OR APPROVED EQUAL. O2 10'INTERNAL DIAMETER PRE -CAST CONCRETE WETWELL. ASTM C478. WALL C. O3 12'-0"x12'-0" (INTERNAL DIMS) PRE -CAST CONCRETE VALVE VAULT. FULL THICKNESS UTILITY VAULT CUSTOM SIZE OR APPROVED EQUAL. ® 36" DI FLANGE WELDED TO INLET SEWER. OS 36" DI GRAVITY SEWER FROM STORM COLLECTION AND UNDERDRAIN SYSTEM. © 4" SCHED 40 PVC SUMP DRAIN PLUMBED TO WETWELL. PROVIDE 4" CHECK VALVE ON DISCHARGE. TIDEFLEX SERIES TF-4 OR APPROVED EQUAL. O7 72" DIAMETER INLET MANHOLE. REFERENCE CITY OF RENTON STANDARD PLAN - 400.1 FOR ADDITIONAL REQUIREMENTS. ® 8'-0"x5'-O" (CLEAR OPENING) DOUBLE LEAF ALUMINUM ACCESS HATCH. H2O RATED. LW PRODUCTS HD-SBS-4D OR APPROVED EQUAL. O9 CONTINUOUS LINER. FULL HEIGHT AND DEPTH OF WETWELL ON ALL INTERIOR CONCRETE SURFACES. RAVEN 405 OR APPROVAL EQUAL. 10 FLOAT SWITCHES AND CABLE HOLDER (TYP. OF 3). SWITCHES SET FOR LEAD PUMP ON, LAG PUMP ON, & PUMPS OFF, 11 LEVEL SENSOR INSTALLED IN STILLING WELL. SEE 1 PS-11 12 SS ANCHOR BOLT (TYP OF 8). REFER TO PUMP MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR SPACING PATTERN AND BOLT SIZE. 13 SS DISCHARGE PIPE ANCHOR BRACKET (TYP OF 6) EQUALLY SPACED. 4 PIPE PENETRATION. PROVIDE FLEXIBLE BOOT (KOR-N-SEAL OR APPROVED EQUAL) FOR PIPE SIZES 1" AND LARGER. GROUT SEAL PIPES UNDER 1" WITH NON -SHRINK GROUT. 15 3" SCHED 40 STAINLESS STEEL GUIDE BAR RAILS (2 PER PUMP). ATTACH TO LIP OF WETWELL ACCESS HATCH OPENING WITH SS GUIDE BAR BRACKETS. BRACKETS TO BE PROVIDED BY PUMP MANUFACTURER. 16 PUMP DISCHARGE ELBOW W/INTEGRAL BASE PLATE (TYP OF 2). FURNISH WITH PUMPS. 17 12" PLUG VALVE W/GEAR OPERATED HAND WHEEL. APCO SERIES 500 OR EQUAL (FLG). 18 12" SWING CHECK VALVE. M&H VALVE CO., STYLE 259-02 OR APPROVED EQUAL. (FLG). g 12" SS 90' ELBOW (FLG OR WELDED). 2 �0 MOUNTING PLATE FOR PORTABLE DAVIT CRANE. REFERENCE PS-11 21 12" SCHED 40 SS DISCHARGE PIPE. LENGTH AS REQUIRED (FLG X PE IF WELDED). SS LIFTING CABLE (TYP OF 2). SUPPLY WITH PUMPS. 36" KNIFE GATE VALVE (FLG) W/STEM EXTENSION ON INLET SEWER. MANUALLY OPERATED W/ HAND WHEEL, RED VALVE SERIES G OR APPROVED EQUAL. PROVIDE STEM GUIDES W/ NUMBER & SPACING PER MANUFACTURER. 1 ® FRP WALL MOUNTED LADDER W/RETRACTABLE EXTENSION. SEE S-2 �5 STAINLESS STEEL INTERMEDIATE GUIDE BAR BRACKET. SUPPLIED BY PUMP MANUFACTURER. 26 PROVIDE 12" CONCENTRIC REDUCER AS NECESSARY TO MATE PUMP DISCHARGE ELBOW (TYP OF 2). (FLG) 4'-0"x4'-O" SINGLE LEAF ALUMINUM ACCESS HATCH. H-20 RATED. LW PRODUCTS HS-5 OR APPROVED EQUAL. ® 9'-0"x6'-0" (CLEAR OPENING) DOUBLE LEAF ALUMINUM ACCESS HATCH. H-20 RATED. LW PRODUCTS HD-5 OR APPROVED EQUAL. 29 12" DIAMETER SUMP CAST INTO BASE OF VALVE VAULT. 30 CUTTING SHOE AND TREMIE BASE, SEE DETAIL 6 5-29 31 EXPLOSION PROOF LIGHT FIXTURE. SEE ELECTRICAL DWGS. STALL 6' ABOVE PLATFORM. 3� CONCRETE SUPPORT BLOCK. MINIMUM DIMENSIONS AS NOTED. 3� MORTAR JOINT(S) (3/8" MIN.) (TYP.). ® 12" RETAINER GLAND EMBEDDED IN CONCRETE SUPPORT BLOCK. 35 12" FLEXIBLE PIPE COUPLING FOR DISSIMILAR PIPE MATERIAL WITH RESTRAINT SYSTEM. ROMAC 501 W/ 600 SERIES RESTRAINT. OR APPROVED EQUAL. EMBED LUG BOLTS MIN. 3" IN SUPPORT BLOCK. 36 12" FL IN -LINE PRESSURE INSTRUMENT W/GUAGE AND ISOLATION VALVE. ASHCROFT OR APPROVED EQUAL. 0 FRP MAINTENANCE PLATFORM. 38 ADJUSTABLE PIPE SUPPORT. COOPER B-LINE B3094 OR APPROVED EQUAL. R - 3 69399 FEDAID: STPUL-1276(004) �U"� — Cf 1 MOVED LIGHTS AND STILLING WELL. MCH 3/16/12 MCH aRi ,R�ro CITY OF HPP—,276(D05> 3ergerABAM F rzo� �� AS SHOWN;,, . mM°H RENTON CALL 48 HOURS ,e ': vKa Public Works Deportment BEFORE YOU DIG 333019th Avenue South, Suite 300 �oRF�rgE9 DATUM Approved For Construction Federal Way, Washington 98003-2600 syp c "`�Jsc 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2260 oNAL NO. REVISION BY DATE APPR . Ro�o-SG E oaoRrrr Robert M. Hanson P.E. STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A STORM PUMP STATION WET WELL AND VAULT SECTIONS - SHEET 1 CEO @PAVING GRAVEL -EL=27.L RIM G WETWELLCIO EL27.5 I r) LU 10 F_ 10 CD N 5 16 16 DISCHARGE PIPES-- EL=22.0 m a 11 of 11 p 0 HIGH GROUNDWATER 9 r = EL=+19.0' Q m / a _ G SUMP DRAIN INLET _ 0 EL=17.7 - - - - 2 1 S-2 14 MAINTENANCE PLATFORM FLOOR EL = +11.5' 8 13 1 11 VAULT DRAIN OUTFALL EL=+4.5' N LAG PUMP ON/HIGH LEVEL ALARM=+3.5' a LEAD PUMP ON=+2.5' o PUMPS OFF/INVERT IE=-1.O' U " 1 I N LL r4 � I 2 a WETWELL FLOOR EL=-4.5 1 N 0 p S R. R, FEDAID: STPUL-1276(004) -_ opts' aF was1� t MOVED S1N1! HPP_1276(005) -= BergerABAM h y z CALL 48 HOURS -= BEFORE YOU DIG 33301 9th Avenue South, Suite 300 i GlS ERY n Federal Way, Washington 98003-2600`�rrnvn�o 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 NO. O1 SUBMERSIBLE WASTEWATER PUMP WITH QUICK DISCONNECT ASSEMBLY AND LIFTING RAILS, ITT FLYGT MODEL NP 3202 LT W/314 MM IMPELLER, OR APPROVED EQUAL. Q2 10'INTERNAL DIAMETER PRE -CAST CONCRETE WETWELL. ASTM C478. WALL C. Q3 4" SCHED 40 PVC SUMP DRAIN FROM VALVE VAULT. PROVIDE 4" CHECK VALVE ON DISCHARGE. TIDEFLEX SERIES TF-4 OR APPROVED EQUAL. ® 8'-0" x 5'-0" (CLEAR OPENING) DOUBLE LEAF ALUMINUM ACCESS HATCH. H-20 RATED LW PRODUCTS HD-SBS-4D OR APPROVED EQUAL. Q5 CONTINUOUS LINER. FULL HEIGHT AND DEPTH OF WETWELL ON ALL INTERIOR CONCRETE SURFACES. RAVEN 405 OR APPROVAL EQUAL. © FLOAT SWITCH AND CABLE HOLDER. SWITCH SET FOR LEAD PUMP ON, FLYGT MODEL ENM-10 OR APPROVAL EQUAL. O7 LEVEL SENSOR AND STILLING WELL SEE @. ® SS DISCHARGE PIPE ANCHOR BRACKET (TYP OF 6). FURNISHED BY PUMP MANUFACTURER. INSTALL PER MANUFACTURER'S INSTRUCTIONS. Og PIPE PENETRATION. PROVIDE FLEXIBLE BOOT (KOR-N-SEAL OR APPROVED EQUAL) FOR PIPE SIZES 1" AND LARGER. GROUT SEAL PIPES UNDER 1" WITH NON -SHRINK GROUT. 10 3" SCHED 80 STAINLESS STEEL GUIDE BAR RAILS (2 PER PUMP). ATTACH TO LIP OF WETWELL ACCESS HATCH OPENING WITH SS GUIDE BAR BRACKETS. BRACKETS TO BE PROVIDED BY PUMP MANUFACTURER. 11 12' SCHED 80 SS DISCHARGE PIPE. LENGTH AS REQUIRED (FLG X PE OR WELDED). 1© SS LIFTING CABLE (lYP OF 2). SUPPLIED BY PUMP MANUFACTURER. 1© STAINLESS STEEL INTERMEDIATE GUIDE BAR BRACKET. SUPPLIED BY PUMP MANUFACTURER. NUMBER AND SPACING PER MANUFACTURER. 14 FRP MAINTENANCE PLATFORM. 15 CABLE TRENCH SYSTEM. SEE e. PS-4 16 12" SS 90' ELBOW (FLG OR WELDED). STORM PUMP STATION - SECTION S- SCALE: 1/2"=1'-O" �AS SHOWN CITY OF `M °" RENTON w.r vx8 q Np1 DATUM Public Works Department —JSG a� Approved For Construction • Im alp rr REVISION BY c JSG Robert M. Hanson P.E. Date R-3693100 STRANDER BOULEVARD EXTENSION �12/5/11 PHASE 1, SEGMENT2A_ STORM PUMP STATION PS-8 WET WELL AND VAULT SECTIONS - SHEET 2 Lost Smxd on Toe Noy 24 X/1 at U43V by W k..M,&Yy Fk Nona a lRdadMbyIJ&VIF4P#7-09-1751ftAgl I&AmNdr IF v $Mtb, IPlow SMMG aawbge 115-PSOAAy W. 0 Q O FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. In METER VAULT II & FLOW METER II � II CL PIPE EL=22.0' HIGH GROUNDWATER EL=+19.0' NOTES: O1 CORE AND SEAL PlrE 14- -L rrRUU LWUr FUR FIFE « I U —R—R. U1 J L FIr UI. R I VVIIr, NON -SHRINK GROUT. O2 6'-0" x 4'-0" (CLEAR OPENING) DOUBLE LEAF ALUMINUM ACCESS HATCH. H-20 RATED. LW PRODUCTS HDSBS-3C OR APPROVED EQUAL. O3 20" IN -LINE MAGNETIC FLOW METER (FLG). SIEMENS SITRANS FM OR APPROVED EQUAL ® 20" X 12" REDUCING TEE (FLG.) O FRP RETRACTABLE LADDER W/RETRACTABLE EXTENSION. SEE S-2 © 24" x 20" CONCENTRIC REDUCER (MJ). O7 20" CL 53 DIP (PE). LENGTH AS REQ'D ® 12'-0" x 12'-0" (INTERNAL DIMS) PRE -CAST CONCRETE VALVE VAULT. FULL THICKNESS. UTILITY VAULT CUSTOM SIZE OR APPROVED EQUAL. 0 9'-0" x 6'-0" (CLEAR OPENING DOUBLE LEAF ALUMINUM ACCESS HATCH. H-20 RATED LW PRODUCTS HD-5 OR APPROVED EQUAL. 10 SUMP CAST INTO WETWELL NTH 4" SCHED 40 PVC DRAIN PLUMBED TO WETWELL. 11 24" DI FORCEMAIN. SEE DWG PS-2 FOR ALIGNMENT AND PROFILE. 0 20" RESTRAINED FLANGE COUPLING ADAPTER. ROMAC OR APPROVED EQUAL. 13 SS ADJUSTABLE PIPE SUPPORT STAND. COOPER B-LINE B3095 OR APPROVED EQUAL. 14 9'-0" x 7'-6" (INTERNAL DIMS) PRE -CAST CONCRETE FLOW -METER VAULT. FULL THICKNESS. UTILITY VAULT CUSTOM OR APPROVAL EQUAL. 15 20" BLIND FLANGE (FLG). 16 20" FLEXIBLE RESTRAINED PIPE COUPLING FOR PE DI PIPE. ROMAC 40ORG OR APPROVED EQUAL. 17 CONCRETE SUPPORT BLOCK. MINIMUM DIMENSIONS AS NOTED. 18 4" PVC DRAIN TO WETWELL. c STORM PUMP STATION VAULTS - SECTION PS-6 SCALE: 1 2 =1 -0 BergerABAM RECORD `" M°H AS SHOWN H°H"'BB CITY OF � RENTON DRAWING """ v,. Public Works Department DATUM 33301 9th Avenue South, Suite 300 E �� Approved For Construction Federal Way, Washington 98003-2600 KK Nns (206) 431-2300 Fax: (206) 431-2250 N0. REVISION BY DATE APPR _ ""0��""` Rohert M. Hanson P.F. r. STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A STORM PUMP STATION WET WELL AND VAULT SECTIONS - SHEET 3 R-3693101 Iw: 5/20/15 PS-9 rn c0 M O fr� LU H a C E FEDAID: b CALL 48 HOURS N BEFORE YOU DIG 1-800-424-5555 J EXHAUST FAN ACME VQ 300 OR APPROVED EQUAL; FAN TO MOUNT INSIDE ATTIC SPACE EXHAUST VENT ACME LUV10 OR APPRO� EQUAL; MOUNT TO ROOF. PROVIDE INSE SCREEN AND MOUNTING CU HVAC PLAN 2" = 1'-0" OSED COMBINATION LOUVER i; POTTORFF EFO-445 ERR OR APPROVED EQUAL; 12' x 12" HIGH; MOUNT 16' E FINISHED GRADE. PROVIDE ITING SLEEVE AND INSECT EN; PROVIDE MOTOR ATOR FOR OPERABLE BLADES PROPOSED ELECTRICAL EQUIPMENT (TYPICAL) SEE PS-15 FOR DETAIL. B .i. e BAM SHOWN ,a rmor P Lh NCI t=tiS �� u =rJ; �s; s �rl l 33341 9Ut Avenue South, Suite 300 `� c wry DATUM Federal Way, Washington 98003-2600 C8 )72D-8D52 (206) 431-230D Fax: (206) 431-225D R 2PR JEC N.. NO. REVISION BY DATE APPR oeau zi 1.Das HVAC NOTES 1. SEE DWG NO. PS-16 FOR HEATER SCHEDULE 2. ELECTRICAL CONTRACTOR SHALL PROVIDE CONDUIT AND CONDUCTORS TO POWER AND CONTROL HVAC. SEE DWG NO. PS-15. CITY OF RENTON Works Dev9rtmept 1 Ib727 9faleRfi ff$fy, �1 SIGNED: I21115A1 �1yL oa Y i 3e617 g SIGN R-3693102 STRANDER BOULEVARD EXTENSION 12/5/2011 PHASE 1, SEGMENT 2A ;an axx CONTROLS BUILDING HVAC PLAN, DETAILS, AND NOTES PS-1 Q 109 231 O TOP OF STILLING WELL EL=+13.75 8" DIA. PERFORATED PVC SUBMERSIBLE LEVEL SENSOR. KPSI SERIES 705. NO EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS BOTTOM OF SENSOR EL=-2.5 r BOTTOM OF STILLING WELL I d` EL=-3.0 WETWELL FLOOR EL=-4.5 WALL 1. ALL FASTENERS SHALL BE STAINLESS STEEL. 2. THE CONTRACTOR SHALL BUILD THE STILLING WELL BRACKET. 3. ALL ALUMINUM PLATE SHALL BE GRADE 5085 H34. 4. ALL ALUMINUM EXTRUSIONS SHALL BE GRADE 6061 T6. 5. USE REDHEAD'S "TRUBOLT" STAINLESS STEEL ANCHOR BOLTS FOR THE STILLING WELL BRACKETS. 6. THE STILLING WELL MUST NOT BE POSITIONED IN FRONT OF THE INLET PIPE. 7. STILLING WELL PIPE TO BE 8" SCHEDULE 40 PVC OR 3034 PIPE. LEVEL SENSOR AND STILLING WELL S-6 SCALE: 1/2"=1'—O" CONCRETE WETWELL LID NOTES: 1. DETAIL SHOWN IS APPLICABLE TO THERN MODEL 5124 CRANE AND PEDESTAL. IF ACTUAL CRANE AND PEDESTAL MODELS DIFFER SUBMIT REVISED DRAWINGS AND SUPPORTING CALCULATIONS FOR ALTERNATE PRODUCTS. 1SE ER) /8" DIA SS ANCHOR BOLTS 1/NUT AND WASHER EACH GRNER. TYP. OF 4. 2 CRANE PEDESTAL BASE DETAIL S-7 SCALE: NTS 0 STAINLESS STEEL NUT & LOCK WASH d c d A SECTION SCALE: NTS FEDAID: STPUL-1276(004) RECORD w HPP-1276(005) ') BergerABAM SOME DATA ON RECORD DRAWINGS c� MCH IS BASED UPON INFORMATION `� VKB PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 D RAW I N G in E CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 KK NAS .. RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 N0. REVISION BY DATE APPR DATA HAS NOT BEEN VERIFIED. ) ) — OPENING OF WET WELL TOP SLAB ABOVE no AS SHOWN �� DATUM 8" SS 90' ELBOW /IAILI —C /TVA — 7% FLEXIBLE RUBBER AT PIPE PENETRA- KOR-N-SEAL OR APPROVED EQUAL t*-3� WETWELL VENT DETAIL S-6 SCALE: 1 "=1'-O" 3/8 OR 5/16 STAINLESS STEEL "U" BOLT RADIUSED MOUNTING PLATE a 8" P71 IPE WELD REDHEAD'S TRUBOLT STAINLESS STEEL NIA STAINLESS STEEL ANCHOR BOLT "U" BOLT a 2"x2".125 SQUARE ALUMINUM PIPE ai WELDED BOTH SIDES d ' - ALUMINUM GUSSET ° bJ GUSSET CUT TO SHAPE AND WELDED B SECTION SCALE: NTS R-3693103 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A°°� Public Works Department Approved For Construction STORM PUMP STATION PS-11 . - 11_---_ I -- MECHANICAL DETAILS (y) Cy) (D M r) LLI R ONE -LINE DIAGRAM SYMBOLS PANELBOARDS, SWITCHES,_AND EQUIPMENT -" --- "- -": CIRCUIT BREAKER SERVICE ENTRANCE, SWITCHGEAR, XXX/a - CS SIZE & NO. OF POLES - - MOTOR CONTROL CENTER. OR ET - ELECTRONIC TRIP PANEIBOARD TM - THERMAL MAGNETIC BREAKER MCP - MDTOR CIRCUIT PROTECTOR SE - SERVICE ENTRANCE SURFACE MOUNTED PANEBOARD OR - GROUND FAULT INTERRUPTER - FUSE —moo FUSED DISCONNECT SWITCH ��--- PLUG-IN CONNECTION_ FLUSHED MOUNTED PANELBOARD RTM RUN TIME METER OC MOTOR OPERATION COUNTER N`X ❑e FIELD CONTROL STATION WITH NEMA REQUIREMENTS. N1 - NEMA I N3R - NEMA 3R SSRVS N4 -NEMA 4 N4SS - NEMA 4 STAINLESS STEEI * t SSRVS - SOLID STATE N6 - NEMA 4 FIBERGLASS I REDUCED VOLTAGE STARTER N6 -NEMA 6 N12 - NEMA 12 GASKETED VARIABLE FREQUENCY DRIVE EQUIPMENT MOUNTING STAND ® MOTOR STARTER ELI HEATER, WATTAGE NOTED A B MOTOR STARTER W/ OPERATOR C D DEVICE' ® EQUIPMENT CONNECTION A - HAND -OFF -AUTO B - OPERATIONAL COUNTER C - RUN TIME METER SINGLE PHASE MOTOR. D - RUN EIGHT M HORSEPOWER AS NOTED E - FAIL LIGHT F - EMERGENCY STOP O KIRK KEY INTERLOCK 100 THREE PHASE MOTOR. HORSEPOWER AS NOTED nni5 POWER TRANSFORMER nn CONTROL POWER TRANSFORMER Hp SINGLE PHASE MOTOR. HORSEPOWER AS NOTED 4 TRANSFORMER ' CURRENT TRANSFORMER VOLTAGE TRANSFORMER CONTACTOR T CAPACITOR T ENGINE GENERATOR GENERATOR CONNECTION ® RECEPTACLE N SOLID NEUTRAL OTERMINAL BLOCK SURGE PROTECTION DEVICE SPD SURGE PROTECTION DEVICE 0 0 (ALTERNATIVE) GROUND I I I I METAL PIPE GROUND ---FJ CONNECTION POINT, EXOTHERMIC WELD. CADWELD OR APPROVED EQUAL GROUND ROD SIZED PER N.E.C. USE 6 O EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. 1 PIGTAIL. BARE COPPER, LENGTH AS REWIRED, B' MINIMUM. q _ CONNECTION POINT, MECHANICAL, m COMPRESSION TYPE. FEDAID: CALL 48 HOURS N BEFORE YOU DIG 1-800-424-5555 T ELECTRICAL PLUG DISCONNECT SYATCH L r 1 FUSED DISCONNECT SWITCH COMBINATION MOTOR STARTER AND DISCONNECT SWITCH QJ CEILING JUNCTION BOX WALL JUNCTION BOX �j FLOOR JUNCTION BOX DUPLEX WALL RECEPTACLE , 120V WP = WEATHERPROOF G = GROUNDED IG = ISOLATED GROUND GF - GROUND FAULT INTERRUPTER DOUBLE DUPLEX SINGLE RECEPTACLE, 120V b SINGLE RECEPTACLE, 208V ® DUPLE! FLOOR RECEPTACLE, 120V IAO SPECIAL PURPOSE WALL RECEPTACLE, I �10 RATING AS NOTED 0 [0 CLOCK N❑ TELEVISION . TELEPHONE Q TELEPHONE/DATA WITH CABLE LIGHTING FIRTURES/DEVICES FLUORESCENT FIXTURE WALL/CEIUNG MOUNTED FIXTURE ® EMERGENCY LIGHT WITH SELF CONTAINED BATTERY O SURFACE OR PENDANT MOUNTED FIXTURE RECESSED FIXTURE MO MOTION DETECTOR PC PHOTO CONTROL CELL SWfTCH OUTLETS S ® STANDARD SWITCH, 120VAC, 20 AMP 3-WAY SWITCH, 120VAC, 20 AMP 3 3WAY S ® 3-POSITION SWITCH, 12OVAC, 20 AMP, HOA HOA LABEL SWITCH POSITION HAND -OFF -MOTION OR PHOTO UEE SINGLE -POLE Sp PILOT -LIGHTED 2 DOUBLE -POLE K KEY -OPERATED 3 THREE WAY LV LOW VOLTAGE S FOUR WAY S MASTER 4 M S DIMMER ❑ PUSHBUTTON D FIRE SYSTEM SYMBOLS O HEAT DETECTOR 0 SMOKE DETECTOR QO FIRE ALARM DISPATCH STROBE ALARM ❑A FIRE ALARM AUDIBLLNLSUAL ALARM ❑F FIRE ALARM MANUAL PULL STATION ADDITIONAL SYMBOLS OS SOUND SYSTEM SPEAKER SOUND SYSTEM VOLUME CONTROL ((B� DOORBELL VALVE SYMBOLS PILOT VALVE SOLENOID VALVE II V I CHECK VALVE CONTROL VALVE ELECTRICAL SITE: PLAN SYMBOLS () E-- UTILITY POLE AND GUY WIRE HH MANHOLE OR HANDHOLE HIT © BURIED POWER VAULT OR MANHOLE O TELEPHONE VAULT OR PEDESTAL ,�"7O-C FIBER OPTICS VAULT OR PEDESTAL 7...1 LUMINAIRE 11 PAD -MOUNT TRANSFORMER Im ROAD ABBREVIATIONS SPOT - SINGLE POLE, DOUBLE THROW SPO - SURGE PROTECTION DEVICE SPST - SINGLE POLE, SINGLE THROW EG - ENGINE GENERATOR DPST - DOUBLE POLE, SINGLE THROW MCC - MOTOR CONTROL CENTER WP - WEATHER-PROOF MCP - MOTOR CIRCUIT PROTECTION GET - GROUND FAULT INTERRUPT KAIC - KILO -AMPERES P - POWER INTERRUPTING CAPACITY C - CONTROL RN - TELEMETRY PANEL J - INSTRUMENTATION FCP - TIRE ALARM CONTROL PANEL PC - POWER & CONTROL CJ - CONTROL A INSTRUMENTATION CKT. - CIRCUIT C.O. - CONDUIT ONLY N.L - NIGHT TIGHT AL - ALUMINUM CU. - COPPER BOA HAND -OFF -AUTO SWITCH RUN TIME METER OC OPERATION COUNTER TMRIL MOTOR RUN INDICATION LIGHT SFII. SEAL FAIL INDICATION LIGHT SETT SEAL FAIL TRIP RESET OHL OVER TEMPERATURE INDICATION LIGHT MOIL MOTOR OVERLOAD INDICATION LIGHT LADDOR INDICATOR HGHT INDICATOR EIGHT A - AMBER C - GREEN B - BLUE R - RED C - CLEAR W - WHITE RELAY XYZ RELAY TR - Timed relay 123 CR - CoDlrol relay LIMIT SWITCH FLOAT SWITCH O LIMIT SWITCH, NORMALLY OPEN O -� ` FLOAT SWITCH, NORMALLY OPEN LIMIT SWITCH FLOAT SWITCH O.zz:Z:T--0 LIMIT SWITCH, NORMALLY CLOSED Q—� —� FLOAT SWITCH, NORMALLY CLOSED TIME DELAY CONTACT PUSHBUTTON 0.` DELAY CONTACT, NORMALLY OPEN, �I PUSHBUTTON, NORMALLY CLOSED _1TIME � THE TO CLOSE I�� TIME DELAY CONTACT PUSHBUTTON TIME DELAY CONTACT, NORMALLY _L PUSHBUTTTN, NORMALLY OPEN �O CLOSED, TIME TO OPEN O O INDICATE TYPE BY "LETTER INSTRLTMENTMETER - TIME DELAY CONTACT O`er O DELAY CONTACT, NORMALLY OPEN. A -AMMETER VAR - VRR AH -AMPERE-HOUR VAHO YARH - VARHOUR METER TTIME jME TO OPEN - POWER FACTOR W - WATTMETER NV V - VOLTMETER WH - WATIHOUR )AFTER TIME DELAY CONTACT AM VA - VOLT AMMETER v TIME DELAY CONTACT, NORMALLY CLOSED, TIME TO CLOSE RACEEWAYLEGEND SIffFLMI.EGfND RELAY CONTACT, NC P PROPOSED POWER RELAY CONTACT. INSTANTANEOUS CHANGE T11 PROPOSED TELEPHONE RELAY CONTACT. NO True PROPOSED INSTRUMENTATION PRESSURE SWITCH Fo PROPOSED GROUND BER OPTICS c PROPOSED CRQUC O PRESSURE SWITCH, NORMALLY OPEN aVIIDINGORP/iGIW PI W If6PND EXPOSED RACEWAY CONCEALED, UNDERGROUND, EMBEDDED, OR CONCRETE ENCASED RACEWAY HOME RUN TO PANELBDARD OR AS INDICATED CONDUIT RUN, BROKEN AND CONTINUED SAME SHEET OR AS NOTED FLEXIBLE CONDUIT Hs r CONDUIT RUN. HATCH MARKS INDICATE NUMBER OF CONDUCTORS CALLOUT INDICATING CONDUIT SIZE, NUMBER h' GRC 2 jI2 AND SIZE OF WIRE. CALLOUT INDICATING CONDUIT PER SCHEDULE CONDUIT BUT UP OR TOWARD J CONDUIT BENT DOWN OR AWAY 3 CAPPED CONDUIT ELECTRICAL A SIGNAL PLAN DEVICES SY S SOLENOID VALVE COIL ZS INTRUSION SNITCH MV MOTORIZED VALVE COIL MD MORON DETECTOR OMOTOR FS LT FLOOD SWITCH HE LEVEL TRANSDUCER HEATING ELEMENT OLIMIT SWITCH PS PRESSURE SWITCH PD PANIC BUTTON PE PRESSURE ELEMENT OTHERMOSTAT SWITCH O FLOW ELEMENT FY ZS INTRUSION SWITCH - KEY AE ANALYSIS ELEMENT THERMOSTAT 0-�0 TRERMO SWITCH, NORMALLY OPEN THERMOSTAT O— C-]—O THERMO SWITCH, NORMALLY CLOSED FLOWSWITCH 1 0 FLDWSWITCH, NORMALLY OPEN FLOWSWITCH FLDWSWITCH, NORMALLY CLOSED PRESSURE SWITCH n ( r) PRESSURE SWITCH, NORMALLY CLOSED 2 POLE SWITCH -1—� C+O 3 POLE SWITCH 1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON THIS PACE WILL APPEAR IN THIS SET OF PLANS. 2. THESE DRAWINGS ARE CIAGRAMMATIC ONLY. EXACT LOCATIONS OF ELECTRICAL EQUIPMENT SHALL BE DETERMINED IN THE FIELD BY THE CONTRACTOR. THE INSTALLATION OF ALL EQUIPMENT SHOWN ON THESE CRAWINGS OR DESCRIBED IN THE SPECIFICATIONS SHALL CONFORM TO THE REQUIREMENTS SET FORTH IN THE LATEST EDITIONS OF ALL APPLICABLE CODES AND UTILITY COMPANY STANDARDS CONTACT THE UTILITY COMPANY REPRESENTATWES AND VERIFY THEIR REQUIREMENTS 3. NOTIFY THE ENGINEER IMMEDIATELY IF CONFLICTS IN EOUTMENT LOCATIONS ARE DISCOVERED OR IF PROBLEMS ARISE DUE TO FIELD CONDITIONS, LACK OF INFORMATION OR ANY OTHER REASON. NO PAYMENT WILL BE MADE FOR CHANGES WHICH HAVE NOT BEEN FAVORABLY REVIEWED BY THE ENGINEER. �..7kr3 m-rABAM - SHOWN sE nw, 33301 9th Avenue South, Su Re 3W DATUM �@ Federal Way, Washington96003-2600 (aoo172o.eos2 (206) 431-2300 Fax: (206) 431-2250 z ; - NO. REVISION BY DATE APPR CITY OF RENTON Works Department -d For Constrictio0 MILL �Tg oe •+e r 4J0613.0 Sll:f R-3693104 STRANDER BOULEVARD EXTENSION 1~12/5i2011 PHASE 1, SEGMENT 2A ELECTRICAL LEGEND .p 16727 h.srsac°tr" SIMD. 12/VS/Yl PS-12 -1 1 1 "231 rn cm M O W H -_OUTSIDE l i O - - � GROUNDING PER DETAIL THIS SHEET. I ` -- -I © N 4DO/31 )TM I 1007 RATED - PROPOSED CURRENT P3 TRANSFORMER a PROPOSED UTILITY METER -- a Lm O I PROPOSED PAD -MOUNT TRANSFORMER BY UTILITY PRIMARY SERVICE PER SERVING Y UTILITY REQUIREMENTS. _ I 40D/277 - VOL F SED175KW OAD BANK T I I f 1 )400/3 �400/3 1 TM TM I I PROPOSED 11/0 GROUND PER N.E.C. 1 INSIDE ELECTRICAL NOTES 1. PROPOSED MAIN REVENUE METERING. METER BASE AND ENCLOSURE BY CONTRACTOR PER SERVINC UTILITY REQUIREMENTS. METER BY PUGET SOUND ENERGY. 2. PROPOSED MAIN SERVICE DISCONNECT SWITCH IN A NEMA 4X STAfNLESS STEEL ENCLOSURE 3. PROPOSED AUTOMATIC TRANSFER SWATCH IN A NEMA 1 ENCLOSURE. 4. SEE DWG NO. PS-18 FOR CONTROL LOGIC DIAGRAMS. 5. PROPOSED NEMA to MOTOR CONTROL CENTER. G. (2) - 5/0" X 8' COPPER GROUND RODS SPACED APART AS SHOWN ON DWG NO. PS-15. 5 MOTOR CONTROL CENTER, 4BOV, 30, 4W, 600A BUS, 42 KAIC WITHSTAND._ STATION LOAD CALCULATIONS 45 HORSEPOWER MOTOR 59.OA X 1.25 = 73.8 AMPS 45 HORSEPOWER MOTOR 59.OA X 1.00 = 59.0 AMPS MISC. STATION LOAD (15KVA) 20.8A X 1.00 = 31.3 AMPS 1 TOTAL 164.1 AMPS FUTURE STATION LOAD CALCULATIONS 75 HORSEPOWER MOTOR 96.OA X 1.25 = 120.0 AMPS 75 HORSEPOWER MOTOR 96.OA X 1.00 = 96.0 AMPS 45 HORSEPOWER MOTOR 59.OA X 1.00 = 59.0 AMPS 45 HORSEPOWER MOTOR 59.OA X 1.00 = 59.0 AMPS MISC. STATION LOAD (15KVA) 20.8A X 1.00 = 31.3 AMPS TOTAL 365.3 AMPS ® 7. SEE DWG NO. PS-16 FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE CL N XXX B. SEE DWG NO. PS-16 FOR CONDUIT/CONDUCTOR SCHEDULES. R 9. PUMP CABLES IN CABLE TRENCH SYSTEM. 0 -� FEDAID: r _. QJ BemlffABAM CALL 48 HOURS `/ ENC VEtF3 BEFORE YOU DIG 333019th Avenue South, Suite 300 Federal Way, Washington 98003.2600 leoa�zo-eoez 1-800-424-5555 (206) 431-23DO Fax: (206) 431-2250 P,' ;; N0. REVISION t 4OD/3 I TM )TO/3 ) /2 � DIGITAL METER J48'OV pMR 15KVA, PHASE MONITOR 14, 0V 240/120V RELAY R 0 SPD TM 240%120V �i J �o PROPOSED a z TERMINATION, TYP. z� r=o a PROPOSED TERMINATION BOX FOR HAZARDOUS TO UNCLASSIFIED LOCATION TRANSITION. SEE DETAIL ON OWG NO. PS-20 ONE -LINE DIAGRAM NO SCALE SERVICE ENTRANCE S DISCONNECT SWITCH s� a > GND BUS a N1/0 MIN.------- jt/0 �.� BOND TO PIPE IN VALVE VAULT GROUNDING NO SCALE PROPOSED WET WELL #1/0 BUILDING REBAR MAT LIFER CONNECTION MCP SSRVS )MCP SSRVVSS I` 45HP PP-1 werWELL CLA551 DA/!ylON I AK! A A SHOWN �n.anrw wn �oey,w� �� OATUFA I II I' )MCP )MCP I I �R�I �SRVS �� I I' P9 P10 FUTURE EQUIPMENT. FURNISH MCC TO ALLOW ADDITION OF FUTURE SECTIONS. r i �7 I � 1 i CONTRACTOR TO SUPPLY AND INSTALL _j TERMINATION BOXES FOR FUTURE PUMPS P-3 AND P-4. ........... FUTURE EQUIPMENT, NOT INSTALLED THIS CONTRACT k ep FUT'1r47E PUMP 3 FUTURE PUMP 4 i H a 16727 .q 38613 OW.1. SIPaD: 12105111 sxy R-3693106 CITY OF 12/5/2011 STRANDER BOULEVARD EXTENSION �°"°� RENTON ks Oeparlmen� PHASE T, SEGMENT 2A or.cs�'u�ctidn� f -14 ONE -LINE DIAGRAM PS � SEE ELECTRICAL SITE PLAN CO DWG NO. PS-13 FOR CO CONTINUATION, SEE INLET O MANHOLE ELECTRICAL PLAN ON DWG NO. PS-21 0 LU 27 d z RPBA 'I a llK a II � IIm d rn P21. In II I I ♦ / /i 0 li U } I IIII�� IIII II I IIIIII I IIIIII IIIIIIIII lilll�ill I I I I I IIII 11111 I�IIIIIIT I�IIIII�IL lil t IIII III I'1111111 11111111 I�IIIIIII I�III��II II I I�IIIIIII IIII 11111 IIII IIII! 1�II 11111 I�IIIIIII I;11IIIll IIII IIII I III IIII 3 Illll II CABLE TRENCH SYSTEM. PROVIDE 12" SEPARATION 8ETWEEN a _ ICI I I � a F: SEE �ELECTRICAL SITE PLAN DWG 73 NO. PS-13 FOR CONTINUATION In -9 FECAD: CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ACCESS HATCH SEE ELECTRICAL "L" SITE PLAN OWG� •R¶J^ NO. PS-13 FOR "FLOWMETER CONTINUATION TRANSMITTER SEE FLOAT AND LEVEL TRANSMITTER DETAIL ON OWG NO. PS-21 PROPOSED FIRE EXTINGUISHER. LOCATE BOTTOM AT 5'-0" ABOVE PROPOSED WET WELL FINISHED FLOOR. PROPOSED VALVE VAULT SEE ELECTRICAL ME% SITE PLAN DWG NO. PS-13 FOR CONTINUATION INSTALL AT HIGHEST POINT POSSIBLE ON WALL, TYP., IN VAULTS. ELECTRICAL PLAN - WET WELL AND VALVE VAULT 2 - 1 -G 10� Berort-.rABAM� 3330t 9th Avenue South, Suite 300 Federal Way, Washington 9BOD3-2600 1e00i720-6052 (206) Fax; I 431-2300 F20fi 431-2250 RH2PraoJEcrno. NO. A9AM 211.aO9 PROPOSED FLOW METER CCESS ATCH ELECTRICAL PLAN -'� FLOW METER-VAUILT — 1 —n �' , "RN" / -" :A., P22 1ke y a c ACCESS HATCH INSTALL WET WELL LIGHT SWITCH AND INLET MANHOLE LIGHT SWITCH INSIDE WET WELL LIGHT TERMINATION ENCLOSURE. PROPOSED TERMINATION BOXES, TYP. SEE DETAIL — ON DWG NO. PS-20 EXHAUST FAN, "EF-1 PROPOSED MOTOR CONTROL CENTER, "MCC" LOCATION OF FUTURE MOTOR STARTERS PROPOSED EQUIPMENT PAO, SEE DETAIL ON DWG NO. PS-20 REVISION PROPOSED ELECTRICAL BUILDING ELECTRICAL NOTES ® 1, SEE DWG NO. PS-16 FOR ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE. 2. SEE DWG NO. PS-16 FOR CONDUIT/CONDUCTOR SCHEDULES. 3. TO PROPOSED PAD —MOUNT TRANSFORMER. SEE ELECTRICAL SITE PLAN FOR CONTINUATION. 4. GROUND ROD PER M.E.C. (TYPICAL). USE EXOTHERMIC WELD CONNECTION AT THE GROUND ROD. SEE DWG NO. PS-20 FOR ADDITIONAL DETAIL. LOCATE GROUND RODS 2' MINIMUM FROM BUILDING FOUNDATION. 5. CONNECTION TO REINFORCEMENT GRID (TYPICAL OF 2 LOCATIONS). SEE DWG NO. PS-20 FOR ADDITIONAL DETAIL. 6. DOUBLE GANG BOX AND SWITCH RECESSED IN WALL. 0 7, SEE DWG NO. PS-16 FOR HEATER SCHEDULE Al S. SEE DWG NO. PS-16 FOR LIGHTING FIXTURE SCHEDULE. 9. PROVIDE AND INSTALL LABELS FOR ALL LIGHT SWITCHES. LABEL SHALL INDICATE THE DEVICE CONTROLLED BY THE SWITCH. 10. LOCATE ALL LIGHT FIXTURES, SWITCHES AND DEVICES IN LOCATION SHOWN ON THE PLANS USING ENGINEERING SCALE ADJUST LOCATION AS NECESSARY TO AVOID INTERFERENCE WITH OTHER EQUIPMENT. n 11. FOR PENETRATION INTO WET WELL DETAIL SEE DWG NO. PS-4. TYPICAL OF ALL CONDUIT PENETRATIONS INTO WET WELL. 12. SINGLE GANG BOX AND SWITCH RECESSED IN WALL 13. CONDUIT C&) , TO THE TELEMETRY ANTENNA. SEE DWG NO PS-21 FOR DETAIL. 14. CONDUIT /J TO FLOOD SWITCH BELOW RTU. SEE DWG NO. PS-21 FOR DETAIL. 15. PROPOSED FIRE ALARM CONTROL PANEL, "FCP" WITH INTERNAL CELLULAR PHONE DIALER. FIRE ALARM CONTROL SYSTEM, INCLUDING WIRING AND CONDUIT SIZING, SHALL BE DESIGNED BY SUB —CONTRACTOR. PROPOSED STANDBY GENERATOR. SEE STRUCTURAL DRAWNGS FOR GENERATOR PAD DETAILS. "Mcc" -I p , •FCP" Cts'� u e`t� r t I "FCP" „ TO +AWE A2 PROPOSED TELEMETRY }TERMINATI •L� cFl E n ` PANEL, "RTU" Box s 1 P9 I P24' P23 N !t FLOWMETER cGENERATOR CONTROL I TEMIINATION . .' © ®® `__ P2 I TRANSMITTER PANEL AND CIRCUIT —� LOUVER ACTUATOR, BREAKERS ON THIS ENO YX6, SPCE' "F" 'M C' L ^ I I CENTERLINE OF CONDUITS RESERV : I P13 PE4 . 0 Ps FUTURE I G — — — ' _ J FOR 4 MCC SECTIONS. Cam— — — — — — — — — — — — :�j I t 3 7Ct5� QD5 SEE ELECTRICAL — SITE PLAN DWG — J 5 A2 " P4PROPOSED AUTOMATIC NO. PS-13 FOR — 1 CONTINUATION P20 14 P2 p3 TRANSFER SWITCH, "ATS' PROPOSED UTILITY METER PROPOSED MAIN H. aA11 LCEPt :3 SERVICE DISCONNECT PROPOSED CURRENT SWITCH TRANSFORMER ELECTRICAL PLAN - Ifi72 � �.iF.513 �. ELECTRICAL BUILDMIG •�,s,�.� SSSSSS lava. � R-3693107 �wnea ruo`O inn, 72 5 2011 SHOWN CITY OF STRANDER BOULEVARD EXTENSION RENTON �� DATurn blip Works Depa mt 1r PHASE 1, SEGMENT 2A �S-15 wed For C 1 L ELECTRICAL PLMS BY DATE APPR Ho son - - Oot-114�Z 31 C'') (D M O LU I— PANELSCHEDULE1. NO.LOCATION: L MCC SERVING: ELECTRICAL 8UILDING 1 3 15 7 9 11 13 15 17 2 4 6 8 10 12 14 16 18 240/120 BO AMP VOLTS 3 WIRE MAIN CIRCUIT DESCRIPTION KVA AMP AMP KVA CIRCUIT DESCRIPTION BULGING HEATER 300 30 20 .13 ELECTRICAL ROOM LIGHTING 2P 20 .34 BUILDING OUTDOOR LIGHTING T-LEMETRY PANEL .50 20 20 .34 ENGINE GENERATOR BATTERY CHARGER FLOWMETER TRANSMITTER .25 20 30 4.33 ENGINE GENERATOR BLOCK HEATER VALVE VAULT RECEPTACLE .is 20 20 .54 BUILDING RECEPTACLE CIRCUIT METER VAULT RECEPTACLE .la zo 20 .20 WETWELL INTERIOR LIGHT EXHAUST FAN. °EF-1' 5 2o 20 .20 INLET MANHOLE INTERIOR LIGHT FIRE ALARM CONTROL PANEL 'PCP' 2D .18 RPBA RECEPTACLE SPARE 20 1 20 SPARE CONNECTION LOAD: DEMAND: LIGHTING AND CONTROL LOAD DEMAND LOAD: 11.12 KVA 46.33 AMPS 11.12 KVA 46.33 AMPS ELECTRICAL EQUIPMENT AND INSTRUMENTATION SCHEDULE : ITEM DESCRIPTION MANUFACTURER MODEL NO. ® IN DISCONNECT SYATCH - NEMA 4X STAINLESS STEEL [ENCLOSURE,HEAVY DUTY BREAKER, SERVICE ENTRANCE RATED, ERMAL MAGNETIC, 400 AMP, BOB VOLT, 42 KAIC WITHSTAND, SIEMENS HO6 OR APPROVED EQUAL RCUIT BREAKER SWITCH. MOUNT TOP OF ENCLOSURE 5'-0" OM FIMSHED GRADE. TOMATIC TRANSFER SWITCH - NEMA 1, 40D AMP. 600 VOLT SEE SPECIFICATIONS SEE RATED, 3 PHASE, 3 POLE, 42 KAIC WIT'NSTAND. SPECIFICATIONS © FLOAT SMIRCH SEE SPECIFICATIONS SEE SPECIFICATIONS Q LEVEL TRANSMITTER SEE SPECIFICATIONS SEE SPECIFICATIONS O INTRUSION ALARM SWITCH - CONTRACTOR SHALL SELECT HEAVY DUTY TYPE ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING SQUARE 0 K CLASS 9007 CONFIGURATION. WIRE SWITCHES IN SERIES. APPROVED EQUAL FLOOD SWITCH - N.O. REED TYPE FLOAT SWITCH, 20 VA. SEE OMEGA MODEL LVN-20 OR © DWG NO. PS-21FOR DETAIL APPROVED EQUAL © VALVE LIMIT SWITCHES - CONTRACTOR SHALL SELECT SQUARED HEAVY DUTY TYPE ACTUATOR LEVER ARM BEST SUITED FOR MOUNTING C, CLASS 9007 OR CONFIGLIRATKAL. SEE DETAIL ON DING NO, PS-21. APPROVED EQUAL O WALL MOUNTED HEATING THERMOSTAT - 24V, SPSL RANGE HONEYWELL T80DOC1002 OR 40' - 99T, SET AT 60-F, MOUNT 4 FEET ABOVE FINISHED APPROVED EQUAL FLOOR. O INTRUSION DISABLE KEY SWATCH BOX - WITH CONSTRUCTION BEST 1W7JZNT NO CORE AND INTERIOR BOX. SPOT SWITCH WITH A MINIMUM SUBSTITUTIONS CONTACT RATING OF 15 AMPS AT 30 VDC. KEY SHALL BE REMOVABLE FROM THE OPEN OR CLOSED POSITION. MOUNT ENCLOSURE 4'-D' ABOVE FINISHED FLOOR. © PHOTO ELECTRIC SMOKE DETECTOR - 24 V POWERED, WITH SYSTEMS SENSOR 4WTA-B OR LOCAL AND AUDIBLE ALARM SIGNAL AND CONTACTS FOR APPROVED EQUAL REMOTE ANNUNCIATION THROUGH FOUR WARE CONNECTION TO RTU. O FLOW METER SEE WETWELL AND SEE WETWELL VAULT PLAN AND VAULT PLAN O WALL MOUNTED ODDLI14G THERMOSTAT - SNAP ACTION, SPDT HONEYWEI.I T631CII03 OR LINE VOLTAGE AIR SWITCH CONTROLLER. RANGE: -30' - 100'F, APPROVED EQUAL SET AT 75'F. MOUNT 4 FEET ABOVE FINISHED FLOOR. ' CONTRACTOR SHALL INSTALL ALL EQUIPMENT AND DEICES PROVIDED BY OTHERS. HEATER SCHEDULE. ITEM DESCRIPTION MANUFACTURER MODEL NO. PUMP ROOM ELECTRICAL HEATER WITH UNIVERSAL MOUNTING BRACKET - 3KW, 24OV, SINGLE PHASE, WITH 24V CONTROL TRANSFORMER AND _ 1 OR POWER CONTRACTOR FOR THERMOSTAT CONNECTION. MOUNT BOTTOM OMARK APPROVED EQUAL OF HEATER T-C' ABOVE FLOOR. 1.14314TING FIXTURE SCHEDULE MANUFACTURER * LAMP TYPE DESCRIPTION NAME CATALOG NO. OTY. CATALOG NO. REMARKS FLUORESCENT, LIGHT FIXTURE, 120 VAC, 4'-2' LONG, HIGH -IMPACT ACRYLIC LENS, MOLDED FIBERGLASS 32WT8 Al REINFORCED POLYESTER HOUSING, (2)-32W LAMPS, ENERGY UTHONIA DMW 2 32 ARDP 120 2 32 WATT SAVING BALLAST, CEILING MOUNTED, ILL.LISTED FOR WEL LOCATIONS. FLUORESCENT OUTDOOR AREA LIGHT - (2)-42W FLUORESCENT LAMPS, 120V BALLAST, 9"H, 13' W. 7 3/8" 42 IRT PHOTOCELL A2 D. BIE-CAST ALUMINUM HOUSING, WAREGUARD, MOUNT TOP UTHONIA TWIRL 2/427RT 12D PE WG LPI 2 42 WATT CONTROL OF FIXTURE 6' BELOW ROOF EAVE, ILL LISTED FOR WET LOCATIONS Al EXPLOSION PROOF LIGHT FlXIURE, 120 VAC, - 20DW INCANDESCENT LAMP. MOUNT TO STRUCTURT CDUNG. APPtETON AAUI5N 1 INCANDESCENT r CLASS 1, DIVISION 1 RATED, U.L LISTED FOR WET I_ 200 WATT LOCATIONS _J X gUM11M aF LAMPS PIN 1111=I 0 n FEDA D: CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 POWER CONDUIT AND CONDUCTOR SCHEDULE . CIRCUIT SOURCE DESTINATION TRADE SIZE (QUANTITY) CONDUCTORS NOTES P1) UTILITY TRANSFORMER CURRENT TRANSFORMER ENCLOSURE 4' (3) - JIM MCM, (0 - i600 MCM N �P2) CURRENT TRANSFORMER ENCLOSURE UTILITY METER 1 I/4' (1 - /14 (_P3) CURRENT TRANSFORMER ENCLOSURE MAIN SERVICE DISCONNECT SNITCH +' (3) - /600 MCM (t) - 116OU YCY N P4 _ 4 MAIN SERVICE DISCONNECT SWITCH AUTOMATIC TRANSFER SWITCH, 'ATS' 4" - JIM MCM, 1) - fSDO MCM N, (1) - 13 GRD P5) STANDBY GENERATOR AUTOMATIC TRANSFER SWITCH, °ATS' 4' (3 - j6D0 MCM, I - #600 MCM N. 1 - J3 GRD -P6 AUTOMATIC TRANSFER SWITCH, 'ATS' MOTOR CONTROL CENTER, 'MCC" 4' (3) - /16DO MCM, (t) - A60D 912J N. (1) - R3 ORD -P7 MOTOR CONTROL CENTER, "MCC' PUMP Na 1 TERMINATION BOX 1 Ile (3) - y4, (1) - j6 GRD P8. MOTOR CONTROL CENTER, 'MCC' PUMP 14 2 TERMINATION BOX 1 1/4' (3) - ]4, (1) - J6 GRD . P9 MOTOR CONTROL CENTER, 'MCC' PUMP NO, 3 TERMINATION BOX 1 1/4' NYLON PULL -CORD CONDUIT FOR FUTURE USE 'PTO MOTOR CONTROL CENTER, -MCC' PUMP NO. 4 TERMINATION BOX 1 14' NYLON PULL -CORD CONDUIT FOR FUTURE USE .0.11 PIMP NO. I TERMINATION BOX PUMP N0. 1, P-1 - PUMP MOTOR CABLES CONDUCTORS RUN IN CABLE TRENCH SYSTEM :P.12 PUMP NO. 2 TERMINATION BOX PUMP N0. 2, P-2 - PUMP MOTOR CABLES CONDUCTORS RUN IN CABLE TRENCH SYSTEM 0 UGIDING PANEL, -L- ENGINE GENERATOR BATTERY CHARGER 3/4' (2) - 412. (1) - 112 GRD LIGHTING PANEL, 'L' ENGINE GENERATOR BLOCK HEATER 3/4" (2) - 110. (1) - /10 GRD P75. LIGHTING PANEL, 'L- TIRE ALARM CONTROL PANEL, 'FCP' 3/4" (2) - #12. (1) - 012 CRD �P16 UDOM PANEL, 'L- BUILDING HEATER 3/4' (2) - #10, (1) - 110 GRD R17� LIGHTING PANEL, 'L" TELEMETRY PANEL, "RTU- 3/4' (2) - 112. (1) - p2 GRD P1B LIGHTING PANEL, 'L" VALVE VAULT RECEPTACLE 3/4* 2) - #12, (1) - 112 GRD -PUB: LIGHTING PANEL, °L" METER VAULT RECEPTACLE 3/4* (2) - /12. (1) - #12 GRD P20 ENGINE GENERATOR LOAD BANK 4' 3 - X6DO MCM, (Q - J5011 MCM N. 1 - #3 GRD --P2E WETWELI INTERIOR LIGHT WETWELL LIGHT TERMINATION BOX - MULTICONDUCTOR FLEXIBLE POWER CABLE, 3 - 2 CONDUCTORS RUN IN CABLE TRENCH SYSTEM P22 WETWELL LIGHT TERMINATION BOX LIGHTING PANEL, 'L' 3/4' (4) - #12. (1) - 112 CRD -P2 , LIGHTING PANEL, 'L- COOLING THERMOSTAT 3/4' (2) - /12, (1) - 112 CRD -P24 COOUNG THERMOSTAT EXHAUST FAN, "EF-Y 3/4' (2) - /12, (1) - 112 CHI) Q25) UGHRNG PANEL, 'L' FLOWMETER TRANSMITTER 3/4' (2) - #12. (1) - /12 GRD -P2fi COOLING THERMOSTAT EXHAUST LOUVER, 'LA-1' 3/4' (2) - /12. (1) - /12 ORD RY7) NLET MANHOLE INTERIOR LIGHT WETWELL LIGHT TERMINATION BOX 1' MULTKXINOUCTOR FIEXRE POWER CABLE, (3) -- #12 CONDUCTORS RUN IN CABLE TRENCH SYSTEM -P2D LIGHTING PANEL, 'C RPBA RECEPTACLE 3/4" (2) - r12, (1) - /12 ORD _ __ _ _________ '.. ' ._::::CONTROL'CONDUIT AND CONDUCTORSCHEDULE ; CIRCUIT SOURCE DESTINATION TRADE SIZE C41ARTICONDUCTORS NOTES ACID WETWELL FLOATS CONTROL TERMINATION BOX ImANuFArTURER FLOAT CABLES CONDUCTORS RUN IN CABLE TRENCH SYSTEM C2. WE10€L1. INTRUSION SWITCH CONTROL TERMINATION BOX IMULUCONDUCTOR FLEXIBLE CONTROL CABLE, (3) - /14 CONDUCTORS RUN IN CABLE TRENCH SYSTEM CWD CHECK VALVE LIMIT SWITCH VALVE VAULT JUNCTION BOX 3/4' (2) - 114, (1) - 114 GRD CHECK VALVE LIMIT SWITCH VALVE VAULT JUNCTION BOX 3/4" (2) - /14, (1) -- j14 DID) 05 VALVE VAULT INTRUSION SWATCH VALVE VAULT JUNCTION BOX 3/4' (2) - 114, 1) - /14 GRD 06 VALVE VAULT FLOOD SWATCH VALVE VAULT ,AINCTION BOX 3/4' (2) - /14. (1) - #14 ORD T>7 VALVE VAULT JUNCTION BOX TELEMETRY PANEL, 'RTU" 3/4' (9) - /14, (1) - #14 GRD :T2T ELECTRICAL ROOM INTRUSION SWITCH TEUUIETRY PANEL, -RTU- 3/4' (2) - 114. (1) - /14 ORD .C9D ELECTRICAL ROOM SMOKE DETECTOR FIRE ALARM CONTROL PANEL, 'FCP" 3/4 (4) - #14. (1) - (14 GRD .C10 FIRE ALARM CONTROL PANEL, 'FCP° TELEMETRY PANEL, 'RTU' 3/4' (2) - 114. (1) - 014 GRD :Cll INTRUSION DISABLE SWITCH TELEMETRY PANEL, -RTU' 3/4' (2) - /14, (1) - #14 ORD C12) HEATING THERMOSTAT HEALER, 'Hf' 3/4' (2) - 4, 1 - 114 GRD 13 MOTOR CONTROL CENTER, 'MCC' TELEMETRY PANEL, "RTU" 1' (22) - #14. (1) - §14 GRD C14: ENGINE GENERATOR LOAD BANK 3/4 12 - 4, 1 - 04 GRD .C15 AUTOMATIC TRANSFER SWITCH, 'ATS' ENGINE GENERATOR 3/4" (2) - /14. (1) - 014 GRD D16. TELEMETRY PANEL, 'RTU' ENGINE GENERATOR 3/4' (8) - /14, (1) - 014 ORD C17: METER VAULT INTRUSION SWITCH METER VAULT CONTROL JUNCTION BOX 3 4 2 - 4, 1 - 14 GRD C18) CONTROL TERMINATION BOX TELEMETRY PANEL. 'RTif (9) - j14, (1) - #14 GRD MITER VAULT FLOOD SWATCH METER VAULT CONTROL JUNCTION BOX ;31'r /+' 2) - 1114, (1) - #14 GRD 20 a DING FLOOD SWATCH TELEMETRY PANEL, 'RTLr /4 (2) - /14, (1I - A4 GRD (C21 METER VAULT CONTROL JUNCTION BOX TELEMETRY PANEL, 'RTU" 3/4 (4) - /14, (1) - 014 GRO INSTRUMENTATION CONDUIT AND CONDUCTOR SCHEDULE CIRCUIT SOURCE DESTINATION (QUARTITY) CONDUCTORS NOTES Jf WETWELL LEVEL TRANSMITTER CONTROL TERMINATION BOX LEVEL TRANSMITTER CABLE CONDUCTORS RUN IN CABLE TRENCH SYSTEM J2 METER VAULT FLOWMETER METER VAULT JUNCTION BOX MANUFACTURER's CABLES METER VAULT JUNCTION BOX FIDWMETER TRANSMITTER F11 MANUFACTURER'S CABLES CAAD TELEMETRY PANEL "RTU' FLOWMETER TRANSMITTER (2) - j14, (1) - 114 GRD CIRCUITS "J4A' AND 'J4B' SHARE CONDUIT'.W TELEMETRY PANEL. -RTU" FlOTIIEIFR TRANSMITTER (1) 2-CONOUCTOR SHIELDED CABLE CIRCUITS "J4A" AND "Afl" SHARE CONDUIT'.W rMICONTROL TERMINATION BOX TELEMETRY PANEL, -RIU- 3/4 (1) 2-CONDUCTOR SHIELDED CABLE .J6 TELEMETRY PANEL. "RTU' ANTENNA 1 2' IANTENNA CABLE H r 16727 Rya ff r[M5C `� sfcxefl: IziDs��r f\' 38513 �- ST�. R-3693108 - Qy. SHOWN a �"n°°' CITY OF STRANDER BOULEVARD EXTENSION BergerABAM _ ry y RENTON F �� ; �, "'Ic works Deportment PHASE 1, SEGMENT 2A 333019thAvenue South, Suita300 ed For oggtrtfCi'a Dale Federal way, Washington 98003-2500 reoonzo-eosz�. ELECTRICAL SCHEDULES (206) 431.23DO Fax: (206) 431-2250 R.... ` o N0. 8613 REVISION BY DATE APPR Roh H nson .E. 0 PS-161 MOTOR STARTER EQUIPMENT IN MCC, SEE SPECIFICATIONS — — — — — — — — — — — — — I CB 1Fll 1 2Fu 48OV, 3 PHASE PMR 00 VAC I ` a rr3FU 120 VAC, 10. CPT "0 SEC. SET ®ID SEC. LOSS OF POWER RESTART I I — TR1 AM I CAPACITOR CONTACTOR �� RESET 1 SIZE PER CHART 6 MINICAS 120 5 II — I ��_ 120VAC 12 7 MOTOR PUMP MOTOR AMMETER SELECTOR T1 10 -c 120VAC CT 3 4Rr',�. RI— PUMP CAL- ' . POWER CORRECTION CUTOFF E-STOP CAPACITOR OVERTEMP 4o R 'PUMP OVERIEMP' MOTOR PFCC LIGHT 45HP 1OXVAR LEAK 8 CRC . 75HP 15XVAR CUTOUT PUMP OVERTEMP I 11120VAC LEAK 9 R 'PUMP SEAL FAIL' FAST -ACTING LIGHT ' SCR --1 FUSING - !SCR `�__ PUMP SEAL FAIL I 0-60 SEC. I I SET 0 5 SEC. VS S A TER UNIT CR.2 7R SSRVS CALL WITH SOFT START AND I i - 2 START BE AY STOP CAPABILITIES �.._.% AND INTERNAL BYPASS MANUAL BYPASS I ICIONCTOR I W ENABLED OR 2 BYPASS ( OF I START IC: gyp } OL EXTERNAL BYPASS CONTACTOR CALL -- "CON r' I BYPASS ISOLATION BY? IC : ISOLATION CONTACTOR CONTACTOR. `I _ I CONTACCTOR, KEYSWITCH`CONJ CALL INPUT TO START SOFT START UNIT SOFT STARIER ALARM RESET MOTOR SOFT SOLID ``'JI 11 MECHANICAL INTERLOCK --��-- (M51) (MS 1) STARTER ) RESET STATE MST PON FROM SOFT STARTER ti I �. ! OR ? _ MOTOR SOFT STARTER 5 (MS 1) RUN MST FAIL FROM .SOFT STARTER }—,"-•'� CR MOTOR SOFT STARTER 6 ,�- (MS 1) FAIL DC START COUNTS I RT�M ELAPSED TIME BYP (HOURS) CR'S G _ 'PUMP RUN' - �CR ? PUMP RUN 7 1 IYI TR OFF AUTO CR 7 1'CAP,, POWER FACTOR - f CORRECTION `ICON,% � CAPACITOR CALL I CR 6 mOR CR 3 OR 4 CR 7 OR 8 — - �. - B \; - PUMP FAR PUMP — — — - - — - -�^R — FAIL—'— [i L I I I I I l I I I 1 I I I I I f l I I I LL �, a FROM PUMP CALL PUMP PUMP PUMP PUMP I P4 VAC OVERTEMP SEAL FAIL RUN FAIL `(� H. MIA ( } Oy r.a i r.a G COIL PUMP FAIL CONDUCTORS N BOTTOM OF R,U DIAGRAM 1. PUMP P-1, P-2 N 16727 38513 n. NO SCALE SfC1 R-3693110 SfGN6Ik !2/MS/fi - FEDAID: .w:w: Y"4" CITY OF 12/5/201 T �Ey ;�)�) STRANDER BOULEVARD EXTENSION Ber � SHOWN r *�bl,.� ` ,ate CALL 48 HOURS �� E^`' _ RENTON n>+ works Deportment PHASE 1, SEGMENT 2ABEFORE YOU DIG 333019UTAvenue5oulh,Suite300 "_5-u;w--� DAnMd For ry Ion P5-18 w Federal way, Washington 98003-2600 aoo rzo•eosz a as CONTROL LOGIC DIAGRAM1-800-424-5555 (206)431-2300 Fax:(206)431-2250 ReuizE%so NO. REVISION BY DATE APPR "` Robnson P.E. �� D� �117�`231 (y) (0 M i 120 VAC wUM17 SWITCH WET WELL INTRUSION SWITCH v LIMIT SWITCH PUMP 1 CHECK t C -�• VALVE LIMIT SWITCH LIMIT SWITCH m PUMP 2 CHECK VALVE LEMIT SWITCH Q d LIMIT SWITCH m ® VALVE VAULT t •c INTRUSION SWITCH T o HIGH LEVEL VALVE VAULT FLOOD I - SWITCH LIMIT SWITCH METER VAULT INTRUSION SWITCH HIGH LEVEL. METER VAULT FLOOD 6 - SWITCH CJ I LIMIT SWITCHES (WRED IN SERIES) ELECTRICAL BUILDING INTRUSION SWITCHES (TYPICAL OF 2) HIGH LEVEL ELECTRICAL BUILDING FLOOD SWITCH FIRE ALARM CONTROL PANEL - HIGH LEVEL ALARM PUMP START WET WELL LEVEL PUMP STOP (FLOAT) SWITCHES CONTRACTOR TO INSTALL OWNER PROVIDED RTU PANEL CONTRACTOR SHALL TERMINATE INSTRUMENTATION AND CONTROL RTU PANEL FIRE ALARM SIGNAL FLOW RATE (4-20 mA) FLOW TOTAL SIGNALS AT I/O LOCATIONS SHOWN ON RTU AS -BUILT DRAWINGS PROVIDED WITH / RTU (TYPICAL). WET WALL LEVEL LTI LEVEL (4 20 mA) COAXIAL AN TRANSMITTER k�L_ _ _ y a INTRUSION DISABLE n INTRUSION DISABLE KEYSWITCH RTU PANEL 1/0 CONNECTIONS NO SCALE o FEDAID: BercrprABAM CALL 48 HOURS `I s BEFORE YOU DIG 33301 9U1 Avenue South, Suite 300 y Federal Way, Washington 98G03-2600 laool�aososz '1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 AH2PROJEGYNO. �� z z om NO. 3e613 REVISION /aNl1, 11� PUMP I RUN COMMAND PUMP I RUNNING PUMP 2 RUN COMMAND PUMP 2 RUNNING 0 PUMP I HIGH TEMP o 0 A 0 0 z PUMP I SEAL FAIL z PUMP 2 HIGH TEMP PUMP 2 SEAL FAIL PUMP 1 FAIL PUMP 2 FAL PHASE FAIL GENERATOR RUN ET 4 c� z GENERATOR FAIL A 0 A GENERATOR TROUBLE GENERATOR LOW P FUEL FT FLOW METER TRANSMITTER TO TELEMETRY ANTENNA L L 120V ON NUMBER OF FIXTURES VARY DEPENDING ON HANOSWITCH OFF CIRCUIT. AUTO PHOTOCEU -1 PROVIDE ON/OFF/AUTO TOGGLE SWITCH. PHOTOCELL SHALL CONTROL LIGHTS IN AUTO POSITION. DIAGRAM 2: BUILDING EXTERIOR LIGHTING CIRCUIT NO SCALE H. �,pe MILL Y. Y°e R .A e 16727 6613 p. �: SIGNED. 21 /US/1 SICK R-3693111 CITY OF a� wo i 2�5�201 1 SHOWN 0.3\.1STRANDER BOULEVARD EXTENSION RENTON DATUM Public Works Deportment PHASE 1, SEGMENT 2A ed For Cons o ion ]r TELEMETRY BLOCK DIAGRAM PS-19 a .wva 6 BY DATE APPR ^^�•� H son P_ _ a to �"1 18 °f231 ('') Cy) CO M O LU a m WETWELL EIGHT TERMINATION BOX FLOATS AND LEVEL TRANSMITTER TERMINATION BOX 1 PUMP NO. 1 TERMINATION BOX PROPOSED NAMEPLATE, TYP. TERMINATION BOX, STAINLESS STEEL NEMA 4 ENCLOSURE, 12"H X 12"W X 8" D. PROVIDE MEANS FOR - PAD LOCKING. SECURE TO WALL WITH (4) STAINLESS STEEL CMU ANCHORS. NAMEPLATE SCHEDULE TERMINATION BOX TAG NAMEPLATE SCHEDULE NP1 TERMINATION BOX — WET WELL FLOATS AND LEVEL TRANSMITTER NP2 TERMINATION BOX — WET WELL LIGHT NP3 TERMINATION BOX — PUMP NO. 1 NP4 TERMINATION BOX — PUMP NO. 2 NP5 TERMINATION BOX — PUMP NO. 3 NP6 TERMINATION BOX — PUMP NO. 4 PUMP NO. 4 TERMINATION BOX PUMP NO. 3 TERMINATION BOX PUMP NO. 2 TERMINATION BOX PROPOSED ELECTRICAL —/ "-r i "I!' "i'1fHiri'il'I!rlll�lll ��flf I Ill%i� Irlf r I i��fJ' �i nI I!�� BUILDING 1If iI !III' jll�ili'�Ill(i (j'Ir i�''Ii,I Ill j1111 LEAVE MINIMAL SEPARATION BETWEEN EDGE OF BUILDING I�i II AND TRENCHBOX COVER TO ALLOW PASSAGE OF ALL TRENCH BOX CABLES. MAXIMUM SEPARATION OF 6". TERMINATION BOX OBLIQUE DETAIL CADWELD TYPE TA. CADWELD CABLE TO CABLE TEE CONNECTION. #1/0 COPPER CONDUCTOR GROUND TEE DETAIL NOT TO SCALE Al CADWELO TYPE GR NOT TO SCALE CADWELD TYPE RR. CADWELD END CABLE TO UPP�" CC #11/0 COPPER CADWELD CABLE TO GROUND _ CONDUCTOR ROD CONNECTION. 5/8" X 8' COPPER GROUND ROD. r REBAR PROPOSED CABLE TRENCH SYSTEM #1/0 COPPER CONDUCTOR GROUND REBAR DETAIL NOT TO SCALE CADWELD TYPE XA. -ED CABLE TO CABLE i CONNECTION. Y1/0 COPPER CONDUCTOR (TYPICAL) GROUND TEE DETAIL GROUND CROSS DETAIL 73 NOT TO SCALE NOT TO SCALE 0 :� ... �� 'r rAB" - AS FEDND: CALL 48 HOURS BEFORE YOU DIG 33301 9th Avenue South, Suite 300 N 1-800-424-5555 Federal Way, Washington 98003-2600 teoor7zososz� A ee ro'scrno. N0. J 206 431-2300 Fax: 206 431-2250 I ) I ) A.A 211.pa9 BOX, TYP. ` NPi 18' TIP. I U K t U NP3 S-2 PROPOSED ELECTRICAL BUILDING PROPOSED CABLE TRENCH SYSTEM INSTALL WET WELL AND INLET MANHOLE LIGHT SWITCHES INSIDE TERMINATION BOX TO PANEL "L" LN-P-51 (INP6 "MCC" -=TO 'MCC" TERMINATION BOX ELEVATION DETAIL NOT TO SCALE PROPOSED CONCRETE COVER. PROPOSED CONCRETE GROUND ROD PROTECTOR 13" DEPTH X 12" HEIGHT WITH COVER. PIPE INC. #12R-12A & 12R-12T, OR EQUAL. 5/8"x8' LONG COPPER GROUND ROD. GROUND ROD DETAIL NO SCALE "MCC ELECTRICAL BUILDING WALL SHOWNfit Uii i V� _ �`" RENTON ublic Works Department ved For �pn ru r REVISION BY DATE APPR nor _ H neon P F —r CABLE, NECESSAR TERL TERMINATION BOX ENCLOSURE CABLE FR06 TRENCH SYSTLI PROPOSED TERMINAL BLOCK WITHIN TERMINATION BOX ENCLOSURE FIELD WIRE CONNECTIONS CORD GRIP (CGB), SIZE TO CABLE DIAMETER CABLE TRANSITION , DETAIL (TYPICAL) S-2 NOT TO SCALE CAST -IN -PLACE CONCRETE HOUSEKEEPING PAD, SEE DWG NO. PS-16 FOR LOCATION. ROUGHEN FLOOR UNDER PAO PRIOR TD POURING PAD. % PROVIDE 44 W1.4xW1.4 WWM AT TOP FACE WITH 1-1/2" CLEAR COVER FY MIN. BEYOND EQUIPMENT BOLTS, TYP. 7/8" CHAMFER, ALL OUTER EDGES #4 DOWEL, EACH CORNER AND IS' O.C. 3" EMBEDMENT INTO FLOOR CONCRETE FLOOR AND REINFORCEMENT PER BUILDING STRUCTURAL DRAWINGS. TYPICAL EQUIPMENT PAD NOT TO SCALE r rass,dx" ti s' aw a 16727 � n_. R4ra,exw9 R-3693112 SfCNSA� !2/t15/ri SfCA �12/5�201i STRANDER BOULEVARD EXTENSION, PHASE 1, SEGMENT 2A ELECTRICAL DETAILS - SHEET i PS-20 119°f231 SO CORD CONNECTOR SURFACE MOUNTED INTRUSION SWITCH. MOUNT (TYPICAL). J BOX. - (fl PER MANUFACTURER'S M RECOMMENDATIONS. PROVIDE STAINLESS STEEL CALUMS GRIP RIP BASE (CGB) A CONDUIT - SO TYPE CORD. il PENETRATION INTO MANHOLE. =. LU :s 0x9r - Y . „ GRS CONDUIT STRAPPED TO i MOUNT FIXTURE TO MANHOLE i WALL WITH MINIMUM OF (2} WALL NEXT TO ACCESS LADDER. h = :' STAINLESS STEEL PIPE CLAMPS PROPOSED INLET s PROPOSED BRUSHED - SPACED EQUALLY APART- I MANHOLE t STAINLESS STEEL I n f--P..22 PLATE MOUNTED TO "'"' LIQUID LEVEL SNATCH. SET I --,,_; 3 VALVE FLANGE. TO SWITCH WITH 1/2" OF 3 F SEE OWG NO. I - r m WATER ON FLOOR. PS-16 x x x X X x x x PROPOSED WETWELL GO PROPOSED LIMIT SNATCH. a BUILDING INTRUSION SWITCH DETAIL CHECK VALVE LIMIT SWITCH DETAIL VAULT FLOOD SWITCH DETAIL L NOT TO SCALE NOT TO SCALE NOT TO SCALE .i PENETRATE CABLE TRENCH SYSTEM• I Z (, ri -II tl,Y},I S.S. 1"X3" LYEBOLTS, S.S. \ SPRING TYPE CARABINER. USE S.S. TO SUPPORT FLOAT CORDS, 1 c!L`� S.S. UNISTRUT, SPAN ACROSS ;444 AVAILABLE SPACE IN WEl1MELL. MOUNT TELEMETRY ANTENNA, ANTENNA FEED LINE LB CONDUIT BODY WITH 3 8"0 SST EYE BOLT, NUT, AND POSITIONED 20' ABOVE GRADE. CORD GRIP BUSHING I 1 ' � ,\� f TO 4—HOLE S.S. L" BRACKET- / ANCHOR CONTRACTOR SHALL COORDINATE I WITH OWNER ON DIRECTION TO I 2" LENGTH OF 3/16" 0 SST POINT ANTENNA. CABLES SST CARABINER SIZE TO 1Y,' GALVANIZED RIGID r- FIT LIFTING CABLE ! / STEEL x 12" LONG € i i PROVIDE CABLE SLACK TO E --• - — '" ALLOW FLOAT ELEVATION MALLEABLE IRON OR I t PROPOSED CABLE CHANGE OF 1° (TYP.) STEEL REDUCER SEE ELECTRICAL SITE TRENCH SYSTEM PLAN OWG NO. PS-13 INLET MANHOLE ELECTRICAL PLAN b FOR CONTINUATION FLASHING 1/2 TRANSDUCER PROVIDE STRAIN RELIEF I CABLE i 2' RIGID BUILDING WALL ALL FLOAT SWITCHES SHALL BE GALVANIZED STEEL € 4" DI SCH 40 PVC PIPE. POWERED BY INTRINSICALLY SAFE I s _a' TELEMETRY PANEL, "RTU" MOUNT FLUSH WITH RELAYS PER ANSI/UL 913. SHOWN - ; ? GRS CONDUIT STRAPPED TO BOTTOM OF WET WELL TYPICAL FOR ALL FLOATS. MOUNT Cp FLOATS APPROXIMATELY 45 WALL WITH MINIMUM OF (2) b s DEGREES TO THE WALL AND IN THE "U CLAMP STAINLESS STEEL PIPE CLAMPS :PROVIDE AND INSTALL ': 6 DIRECTION OF FLOW AS TO 2" GRS TO � FLOOD SNATCH fiMALL SPACED EQUALLY APART. STAINLESS- STEEL PREVENT HITTING THE WALL DURING PROPOSED TO "RTU" CONDUIT "T" FITTING BE LOCATED BELOW -MOUNTING BRACKETS. ON I TURBULENT FLOW, TELEMETRY PANEL a LIQUID LEVEL SWITCH- SET TO PVC -PIPE, 30 O,C; ? EXTERIOR CMU WALL �,•, SWITCH WITH 1/2" OF WATER ON WET WELL PUMP "U" CLAMP; FASTEN TO CMU SEE DWG NO. BUILDING FLOOR. P I WALL AND PROVIDE BLOCKING PS 16 OF a LEVEL TRANSDUCER SEE AS REQUIRED PUMP STATION s MECHANICAL DRAWINGS #6 BARE COPPER GROUND n FOR MOUNTING DETAILS TO GROUNDING SYSTEM. BLOCKING BUILDING FLOOD SWITCH DETAIL ELECTRICAL BUILDING NOT TO SCALE a p H."� MILL _ WET WELL LEVEL TRANSDUCER AND FLOAT ANTENNA INSTALLATION DETAIL 1/2 V—D" a�s9 eAo SWITCH DETAIL o �Q'flL �, NOT TO SCALE SIGNEQ' 12/b5/f1 .f.H R-3693113 m FEDAID: * scx„m sr„c wnam w", „ea °A1e �,� SHOWN '°P1R""=NV°1°°'�"9i CITY OF STRANDER BOULEVARD EXTENSION 1z/s/zo11 eraerABAM =�' i�__a� %r RENTON ; CALL 48 HOURS �/ aNNE �_ �"* PHASE i, SEGMENT 2A BEFORE YOU DIG 333019th Avenue South, Suite 300 "'T _ �� DATUM Pub3iced oFor Conorfine Federal Way, Washington 98003-2600 leoa��-+ Z ELECTRICAL DETAILS - SHEET 2 PS—Z 1 1-800-424-5555 (206)431-2300 Fax: (206)431-2250211 NO. REVISION BY DATE APPR"�01 ern e .Han on P.E. ate 120 231 DESIGN STANDARD 2009 INTERNATIONAL BUILDING CODE (IBC) WITH WASHINGTON AMENDMENTS. DESIGN CRITERIA 1. DESIGN LIVE AND SNOW LOADS FOR NEW CONSTRUCTION, UNO: A. LIVE LOADS: GROUND FLOOR.... 125 PSF MAINTENANCE ACCESS.... 40 PSF B. SNOW LOADS: ROOF ......................... 25 PSF MINIMUM ROOF SNOW LOAD 2. DESIGN LATERAL LOADS FOR NEW CONSTRUCTION, UNO: A. WIND 100 MPH EXPOSURE C Iw = 1.00 B. SEISMIC: SITE CLASS = D Sds = 0.98 Sd1 = 0.51 le = 1.00 SEISMIC DESIGN CATEGORY = D GFNFRAI 1. THESE STRUCTURAL NOTES ARE A SUPPLEMENT TO THE STANDARD SPECIFICATIONS. 2• STANDARDS AND CODES REFERENCED IN THESE NOTES ARE THE VERSIONS MOST RECENTLY ADOPTED BY THE PERMITTING AUTHORITY. 3• VERIFY DIMENSIONS AND CONDITIONS WITH THE CIVIL DRAWINGS. FIELD VERIFY (FV) DIMENSIONS, ELEVATIONS AND CONDITIONS RELATIVE TO ANY EXISTING COMPONENTS PRIOR TO FABRICATION OF MATERIALS. 4. FOR FEATURES OF CONSTRUCTION NOT FULLY SHOWN, PROVIDE THE SAME TYPE AND CHARACTER AS SHOWN FOR SIMILAR CONDITIONS, SUBJECT TO REVIEW BY THE ENGINEER. 5• APPLY, PLACE, ERECT OR INSTALL ALL PRODUCTS AND MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 6• ADEQUATELY BRACE STRUCTURE AND ALL STRUCTURAL COMPONENTS AGAINST SELF -WEIGHT, SNOW, WIND, LATERAL EARTH AND SEISMIC FORCES UNTIL THE PERMANENT LATERAL -FORCE RESISTING SYSTEMS HAVE BEEN INSTALLED. 7, SUBMITTALS: A. SUBMIT SHOP DRAWINGS OR MANUFACTURER DATA FOR: 1. CONCRETE AND MASONRY REINFORCING STEEL 2. CONCRETE MIX DESIGN 3. UNIT MASONRY 4. METAL ROOF SYSTEM 5. MAN DOORS B. SUBMIT SHOP DRAWINGS AND CALCULATIONS SEALED BY A STRUCTURAL ENGINEER REGISTERED IN THE STATE OF WA. 1. LIGHT METAL PLATE CONNECTED WOOD TRUSSES. 2. ANCHORAGE OF EQUIPMENT. 3. FIBERGLASS REINFORCED PLASTIC (FRP) PLATFORMS AND LADDERS. 4. WETWELL AND MANHOLE PRECAST COMPONENTS AND ASSEMBLY DETAILS. 5. WETWELL AND MANHOLE BASE DESIGN AND DETAILS. 6. SHORING DESIGN AND DETAILS. C. SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION OF MATERIAL. D. DETAILS OF WETWELL AND MANHOLE PRECAST COMPONENTS AND BASE SHALL ACCOUNT FOR OUT -OF -PLUMB AND ELEVATION TOLERANCES OF CONSTRUCTED FACILITIES. CONTRACTOR SHALL PROVIDE MEASURES TO CORRECT FOR EFFECTS OF THESE TOLERANCES AT NO ADDITIONAL COST TO THE AGENCY. 3 SITE PREPARATION y 1. REMOVE EXISTING FILL AS REQUIRED TO CONSTRUCT BUILDING FOUNDATION. °0 2. BACK -FILL EXCAVATED AREAS WITH STRUCTURAL FILL AS DESCRIBED BELOW. 3. NOTIFY THE ENGINEER OF ANY SOILS CONSIDERED UNSUITABLE FOR THE SUPPORT OF THE BUILDING PRIOR TO CONSTRUCTION OF THE FOUNDATION. STRUCTURAL FILL OR BACK -FILL g 1. STRUCTURAL FILL MATERIAL: g A. SAND AND GRAVEL MIXTURE OR CRUSHED ROCK. T B. WELL GRADED FROM COARSE -TO -FINE WITH LESS THAN 10% BY WEIGHT OF THE MINUS 3/4" FRACTION PASSING THE NO. 200 SIEVE. C. FREE OF ORGANICS, RUBBISH, CLAY BALLS AND ROCKS LARGER THAN 4". a 2. PLACE STRUCTURAL FILL IN LOOSE LIFTS, MAXIMUM OF 8" IN THICKNESS, 3. COMPACT STRUCTURAL FILL TO A MINIMUM DENSITY OF 95% OF MAXIMUM DRY DENSITY, AS DETERMINED BY ASTM D 698 a 4. VERIFY ADEQUACY OF STRUCTURAL FILL COMPACTION WITH RANDOM FIELD DENSITY TESTS. N N it e 12 FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. FOUNDATIONS 1. FOUNDATION SIZES BASED ON AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF. 2. PLACE FOOTINGS ON FIRM, UNDISTURBED ORIGINAL SOIL, OR ON STRUCTURAL FILL. PLACE A MINIMUM OF 6" OF CRUSHED ROCK BELOW SLAB -ON -GRADE. SEE "STRUCTURAL FILL OR BACK -FILL" NOTES FOR STRUCTURAL FILL INFORMATION. 3. PRIOR TO PLACEMENT OF CONCRETE, REMOVE ALL DISTURBED SOIL FROM FOOTING EXCAVATION TO NEAT LINES. 4. PLACE VAPOR RETARDER ABOVE CRUSHED ROCK COURSE BELOW SLAB ON GRADE. VAPOR RETARDER SHALL BE ASTM E1745 CLASS A OR B. INCLUDE MANUFACTURER'S RECOMMENDED ADHESIVE OR PRESSURE SENSITIVE TAPE. DO NOT PUNCTURE VAPOR RETARDER. CONCRETE REINFORCING STEEL 1. REINFORCING STEEL (TYPICAL, UNO): ASTM A 615, GRADE 60 2• DETAIL, FABRICATE AND PLACE REINFORCING ACCORDING TO ACI 315, "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT". 3. TYPICAL REINFORCING (MINIMUM, LINO ON DRAWINGS): A. CORNERS AND INTERSECTIONS OF WALLS AND FOUNDATIONS: CORNER BARS EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. LEG LENGTH: 48 BAR DIAMETER (2'-6" MINIMUM). 4• DO NOT FIELD BEND, DISPLACE, WELD, HEAT OR CUT REINFORCING UNLESS INDICATED ON THE DRAWINGS, OR APPROVED BY STRUCTURAL ENGINEER OF RECORD. 5. PLACE ELECTRICAL CONDUIT NEAR CENTER OF SLAB. 6. MINIMUM COVER FROM CONCRETE SURFACES TO REINFORCING: A. 3" + 1/2" TO BOTTOM OF FOOTING B. CENTER OF SLABS -ON -GRADE 7• REINFORCING LAP SPLICES: CONFORM TO ACI 318 "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE", AS SHOWN BELOW, UNO ON DRAWINGS: BAR SIZE 4000 PSI TOP BARS OTHER BARS 3 24 19 4 32 25 5 40 31 6 48 37 LAP SPLICE NOTES: A. "TOP BARS" ARE DEFINED AS HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12" OF CONCRETE IS PLACED BELOW THE BARS. B. SPLICE LENGTH BASIS: CLASS B SPLICE, WITH CENTER TO CENTER BAR SPACING OF GREATER THAN 2 BAR DIAMETERS, AND COVER GREATER THAN 1 BAR DIAMETER. CAST -IN -PLACE CONCRETE STRUCTURAL MASONRY 1. CONCRETE MASONRY CONSTRUCTION: A. MASONRY UNITS: TYPE N, MEDIUM WEIGHT, 1900 PSI MIN. ON NET SECTION, CONFORM TO ASTM C 90. SIZE: 8x8x16 (NOMINAL), 2 CELL UNITS. TEXTURE: SPLIT FACE (ONE TEXTURED FACE) B. 28 DAY COMPRESSIVE STRENGTH, f'm OF 1500 PSI. 2. GROUT: PER SPECIFICATIONS. ONLY GROUT CELLS CONTAINING REINFORCING BARS, 3• STRUCTURAL MASONRY MORTAR: PER SPECIFICATIONS 4. LOOSE GRANULAR INSULATION A. MATERIAL: PERLITE COMPLYING W/ ASTM C 549 OR VEMICULITE COMPLYING WITH ASTM C 516. SURFACE TREAT FOR WATER REPELLENCY. B. INSTALLATION: INSTALL IN ALL NON -GROUTED CELLS TO COMPLETELY FILL VOID SPACES. 5. TYPICAL REINFORCING (UNO): ASTM A 615, GRADE 60. A• HORIZONTAL REINFORCEMENT: (2) #4 CONTINUOUS IN BOND BEAMS AT 4 FT, 8 FT, TOP OF WALL. (2) #4 CONTINUOUS IN LINTELS ABOVE OPENINGS. B. VERTICAL REINFORCEMENT: (1) #5 AT 32" OC AND AT EACH SIDE OF OPENINGS AND AS SHOWN ON PLANS AND DETAILS. 6. TYPICAL REINFORCING DETAILING (UNO): A. LAP SPLICES: MINIMUM OF 48 BAR DIAMETER LENGTH, UNO. B. CORNERS AND INTERSECTIONS OF WALLS: HORIZONTAL CORNER BARS WITH 48 BAR DIAMETER LEGS (2'-6" MINIMUM), EQUAL IN SIZE AND NUMBER TO HORIZONTAL REINFORCING. C. ENDS AND INTERSECTIONS OF WALLS: 2 VERTICAL BAR EQUAL IN SIZE TO TYPICAL VERTICAL REINFORCING. D. WALL OPENINGS: HEAD: 2 HORIZONTAL BARS, EQUAL IN SIZE TO TYPICAL HORIZONTAL REINFORCING, OPENING WIDTH PLUS 4'-0" IN LENGTH. JAMBS: 2 VERTICAL BAR, EQUAL IN SIZE TO TYPICAL VERTICAL FNDTIN'LELSOFVEE. OUAIOWALDOW:1 WALL. DOWEL, EQUAL IN SIZE TO TYPICAL VERTICAL REINFORCING, AT EACH VERTICAL BAR. F. PROVIDE BAR POSITIONING DEVICES FOR ALL VERTICAL REINFORCING. 7. COMPLETE GROUTING OF ANY SECTION OF WALL IN 1 DAY WITH NO INTERRUPTIONS GREATER THAN 1 HOUR BETWEEN GROUT POURS. FORM A HORIZONTAL CONSTRUCTION JOINT BY STOPPING ALL WYTHES AT THE SAME ELEVATION AND STOPPING THE GROUT A MINIMUM OF 1-1/2" BELOW THE MORTAR JOINT. STOP GROUT POUR A MINIMUM OF 1/2" BELOW THE TOP OF THE MASONRY AT BOND BEAMS. CONCRETE MASONRY UNITS SHALL BE DARK COLORED. COORDINATE COLOR SELECTION WITH THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. 1. PROVIDE CONCRETE MATERIALS, FORM WORK, MIXING, PLACING AND CURING FRAMING LUMBER ACCORDING TO ACI 301, "STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE". 2. CONCRETE MIX DESIGN: CLASS 4000-1. SEE SPECIFICATIONS. 1. LUMBER SPECIES: DOUGLAS FIR -LARCH 3. DO NOT PLACE CONCRETE ON FROZEN GROUND. 2• GRADE LUMBER ACCORDING TO RULES OF WEST COAST LUMBER 4. CHAMFER EXPOSED CORNERS 3/4", UNO. INSPECTION BUREAU (WCLIB). 3. LUMBER GRADES: SIZE CLASSIFICATION GRADE ANCHORS IN CONCRETE AND MASONRY A. MISC 2X MEMBERS NO. 2 1. INSTALL ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. 4• MAXIMUM MOISTURE CONTENT: 19% AT 3X OR LESS 2. INSTALL WITH CONTINUOUS INSPECTION ACCORDING TO SPECIAL (LEAST DIMENSIONS) MEMBERS. INSPECTION PROGRAM. 5. PRESSURE TREATED MATERIAL: 3. EXPANSION ANCHORS (CONCRETE ONLY): A. PRESSURE TREAT PLATES AND LEDGERS IN CONTACT WITH A. ICC-ES-APPROVED; CONFORM TO FF-S-325, GROUP II, TYPE 4, CONCRETE OR MASONRY ACCORDING TO AWPA STANDARD C-2. CLASS 1. B. LABEL PRESSURE -TREATED LUMBER WITH THE AWPB B. MATERIAL: HOT -DIPPED GALVANIZED ACCORDING TO ASTM A 153 (AMERICAN WOOD PRESERVERS BUREAU) QUALITY MARK. C. ACCEPTABLE ANCHORS (OR APPROVED EQUAL): C. FIELD APPLY PRESERVATIVE AT FIELD CUTS OF 1. "TRUBOLT +", BY ITW RAMSET/RED HEAD. PRESSURE -TREATED LUMBER. 2. "POWER -STUD + SD1", BY POWERS FASTENING INC 6. SEE SCHEDULE AND DRAWINGS FOR NAILING. 3. "KWIK-BOLT TZ", BY HILTI FASTENING SYSTEMS, INC. 4. ADHESIVE ANCHORS (CONCRETE OR GROUTED MASONRY): A. ICC-ES-APPROVED B. ANCHOR COMPONENTS: ALL -THREAD ROD, NUT, WASHER AND ADHESIVE INJECTION GEL SYSTEM. C. ANCHOR RODS: 1. RODS WITH ROLLED THREADS. 2. ANCHOR ROD NUTS: CONFORM TO ASTM A 194. 3. ROD MATERIAL: ASTM A-36, HOT -DIPPED GALVANIZED ACCORDING TO ASTM A 153. D. ACCEPTABLE ADHESIVE INJECTION GEL SYSTEMS (OR APPROVED EQUAL): 1. "HIT HY-150 MAX SO", BY HILTI FASTENING SYSTEMS, INC. 2. "SET-XP", BY SIMPSON STRONG -TIE COMPANY, INC. 3. "POWER -FAST PE 1000+", BY POWERS FASTENING COMPANY, INC. CITY OF �� BergerABAM RECORD SHOWN M°H � RENTON DRAWING """" VKB DATUM Public Works Department 33301 9th Avenue South, Suite 300 Approved For Construction Federal Way, Washington 98003-2600 KK NAS (206) 431-2300 Fax: (206) 431-2250 N0. REVISION BY DATE APPR '_ Rohert M. Hanson P.F. r. PLYWOOD SHEATHING 1. PLYWOOD MATERIAL: A. GRADE: SHEATHING, EXP 1. B. MARKED WITH THE AMERICAN PLYWOOD ASSOCIATION PAPA) TRADEMARK. 2. SHEATTHHINGG TYPES: A. ROOF SHEATHING: 7/16" INDEX 24/16 3. PLYWOOD LAYOUT AND INSTALLATION: A. LAY OUT PLYWOOD TO ELIMINATE WIDTHS LESS THAN 1'-O" AT ROOFS, UNLESS ALL EDGES OF UNDERSIZED PIECES ARE SUPPORTED BY BLOCKING. B. PROVIDE PANEL SPACINGS ACCORDING TO APA RECOMMENDATIONS. C. NAIL ACCORDING TO SCHEDULE AND DRAWINGS. 4. PROTECT ROOF SHEATHING FROM EXTREME WET CONDITIONS. NAILING AND CONNECTION SCHEDULE 1. USE THE FOLLOWING MINIMUM NUMBER OF NAILS FOR WOOD MEMBERS, UNO ON DRAWINGS. 2. NAIL TYPE: COMMON, UNO ON DRAWINGS. CONNECTION NAILS BLOCKING TO JOISTS - EACH END (2) 1OD PLYWOOD SHEATHING CONNECTIONS 1. ROOF SHEATHING: 7/16" INDEX 24/16 A. BLOCK ALL EDGES WITH 2 X 4 FLATS, UNO B. NAILING: 4" SPACING AT EDGES OF EACH SHEET, BLOCKING & WALLS 8" SPACING AT INTERIOR OF SHEETS 4" SPACING AT BOUNDARIES OF ROOF CEILING INSULATION 1. PROVIDE CEILING INSULATION BETWEEN TRUSSES. INSULATION SHALL BE 3 1/2" THICK, R-19, GLASS FIBER INSULATION. PROVIDE AT LEAST 1" AIR SPACE BETWEEN ROOFING PLYWOOD AND INSULATION. 2. ACCEPTABLE MANUFACTURERS ARE: CERTAINTEED, GUARDIAN FIBERGLASS, JOHNS MANVILLE, KNAUF FIBER GLASS, OWENS CORNING, OR APPROVED EQUAL. LIGHT METAL PLATE CONNECTED WOOD TRUSSES 1. DESIGN TRUSS SYSTEM ACCORDING TO PROVISIONS OF "DESIGN SPECIFICATIONS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES", BY THE TRUSS PLATE INSTITUTE, UNO. 2. TRUSS DESIGN CRITERIA: A. ROOF TRUSSES: 1. DEAD LOAD: 10 PSF 2. LIVE LOAD: 20 PSF 3. SNOW LOAD: 25 PSF 4. WIND INWARD LOAD: 35 PSF 5. NET WIND UPLIFT LOAD: 19 PSF 6. MECHANICAL LOADS: AS SHOWN ON DRAWINGS 7.LIVE LOAD OR SNOW LOAD DEFLECTION: L/360, MAX 8. DEAD + LIVE LOAD DEFLECTION: L/240, MAX 3• PROVIDE TRUSS AND COMPRESSIVE MEMBER LATERAL BRACING AND CONNECTIONS FOR CONSTRUCTION AND PERMANENT LOADS, INCLUDING BRACING FOR WIND UPLIFT. 4• CONNECTION PLATE DESIGN: DEVELOPE FULL DESIGN STRESS IN A MEMBER. PROVIDE A MINIMUM TRANSFER AT ANY MEMBER OF 2,000 POUNDS. OTHER WOOD CONNECTIONS 1. FRAMING CONNECTORS: SIMPSON STRONG -TIE OR APPROVED. FILL ALL NAIL HOLES WITH NAILS AS SPECIFIED BY THE CONNECTOR MANUFACTURER, UNO. 2. ANCHOR BOLTS: ASTM F 1554 GR 36. 3. PROVIDE HOT DIPPED GALVANIZED FINISH ON ANCHOR BOLTS, EXPANSION ANCHORS OR THREADED RODS USED TO CONNECT PRESSURE TREATED LUMBER TO CONCRETE OR MASONRY. 4. PROVIDE STANDARD PLATE WASHERS UNDER HEADS OR NUTS OF BOLTS BEARING ON WOOD. R-3693114 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A°°°°° STORM PUMP STATION PS-22 STRUCTURAL NOTES - SHEET 1 y J METAL ROOFING SYSTEM PROVIDE AND INSTALL A COMPLETE, WEATHERTIGHT ROOFING SYSTEM, INCLUDING INTEGRAL FLASHING AND VENTED RIDGE ASSEMBLY. SUPPLIER: TAYLOR METAL PRODUCTS, SALEM, OR; OR EQUIVILENT APPROVED BY ENGINEER. WARRANTY: 30 YEARS ON PAINT FINISH, 50 YEARS ON RUST THROUGH ROOF PANELS: A. PROFILE: 1 1/8" BY 12" PANELS W/ SNAP -TOGETHER LOCK SEAMS B. MATERIAL: 26 GAUGE STEEL, CONFORM TO ASTM A-653 G-90 HOT DIP GALVANIZED C. FINISH: THREE COAT, THERMO-CURED W/ 70% RESINS FASTENERS: GALVANIZED; DESIGN FOR MINIMUM OF 55 PSF WIND UPLIFT. PANEL FABRICATION: FABRICATE PANELS AT FACTORY. ROOFING SHALL BE DARK COLORED. COORDINATE COLOR SELECTION WITH THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. MAN DOOR PROVIDE AND INSTALL ALL COMPONENTS FOR A COMPLETE DOOR, FRAME AND LOCKSET. PRODUCTS: A. DOOR: AMWELD 25LE SERIES, BY AMWELD BUILDING PRODUCTS, GARRETTSVILE, OH, OR EQUIVALENT APPROVED BY ENGINEER; FULL FLUSH, 1-3/4" THICK, 18GA PANELS, GALVANIZED FINISH, POLYSTYRENE INSLULATING CORE W/ FULL ADHESIVE BOND. B. FRAME: AMWELD 400 SERIES, OR EQUIVALENT APPROVED BY ENGINEER; 16 GA GALVANIZED MATERIAL, WELDED AND GROUND SMOOTH CONSTRUCTION. C. CYLINDERS: THE CONTRACTOR SHALL FURNISH AND INSTALL ALL SCREW -IN TYPE CYLINDERS AND KEYWAYS TO ESTABLISH THE FACILITY STANDARD. THE CONTRACTOR SHALL PROVIDE CONSTRUCTION CYLINDERS AND KEYS FOR USE DURING CONSTRUCTION. FOLLOWING ACCEPTANCE, OWNER WILL RE -KEY THE CYLINDERS WITH BESTLOCK 5AAA CYLINDERS. D. DESIGN: PROVIDE LEVER HANDLES AT ALL LOCKSETS OF THE BEST 9K SERIES, UNLESS OTHERWISE NOTED. E. STRIKES: PROVIDE EACH LOCKSET, HANDSET, OR DEADLOCK WITH A BOX STRIKE. PROVIDE STANDARD TYPE STRIKES WITH EXTENDED LIPS WHERE REQUIRED TO PROTECT ADJACENT TRIM FROM BEING MARRED BY LATCH BOLT. VERIFY CUTOUT TYPES PROVIDED IN METAL FRAMES. F. FILL METAL FRAME WITH GROUT AFTER INSTALLATION. SPECIAL INSPECTION PROGRAM TYPES OF WORK CONTINUOUS PERIODIC SOILS GRADING, EXCAVATION & FILL X CONCRETE PLACEMENT OF REINFORCING STEEL X PLACING OF REINFORCED CONCRETE X STRUCTURAL MASONRY UNIT PLACEMENT X PLACEMENT OF REINFORCING STEEL X GROUT SPACE X GROUT PLACEMENT X ADHESIVE ANCHOR INSTALLATION X WOOD WOOD DIAPHRAGM FASTENING X CONCRETE ANCHORS X FEDAID: STPUL-1276(004) HPP-1276(005) IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF RENTON, THE CORRECTNESS TO THIS *J BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 SPECIAL INSPECTION PROGRAM NOTES: 1. PROVIDE SUFFICIENT ADVANCED NOTIFICATION OF CONSTRUCTION ACTIVITIES TO THE ENGINEER AND OWNER TO ALLOW FOR INSPECTION OF WORK. 2. MAINTAIN ACCESS TO WORK REQUIRING INSPECTION UNTIL IT HAS BEEN INSPECTED AND INDICATED TO BE IN CONFORMANCE. 3. DEFINITIONS: A. CONTINUOUS INSPECTION: THE INSPECTOR IS OBSERVING THE WORK REQUIRING INSPECTION AT ALL TIMES. B. PERIODIC INSPECTION: THE INSPECTOR IS ON SITE AS REQUIRED TO CONFIRM THAT THE WORK REQUIRING INSPECTION IS IN CONFORMANCE. 4• SPECIAL INSPECTIONS SHALL CONFORM TO SECTIONS 1704 AND 1707 OF THE 2009 IBC. 5• SPECIAL INSPECTIONS AND ASSOCIATED TESTING SHALL BE PERFORMED BY THE OWNER. 6. THE SPECIAL INSPECTOR SHALL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE INSPECTION REPORTS. 7. THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS FOR EACH INSPECTION TO THE BUILDING OFFICIAL, ENGINEER, CONTRACTOR, AND OWNER. THE SPECIAL INSPECTION AGENCY SHALL SUBMIT A FINAL REPORT INDICATING THE WORK REQUIRING SPECIAL INSPECTION WAS INSPECTED AND IS IN CONFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS AND THAT ALL DISCREPANCIES NOTED IN THE INSPECTION REPORTS HAVE BEEN CORRECTED. STRUCTURAL TESTING REQUIREMENTS 1. STRUCTURAL FILL OR BACK -FILL: VERIFY COMPACTION WITH RANDOM FIELD DENSITY TESTS. 2• CONCRETE, GROUT, AND MORTAR: VERIFY STRENGTH WITH COMPRESSION TESTING OF FIELD SAMPLES. STRUCTURAL OBSERVATIONS 1. STRUCTURAL OBSERVATIONS SHALL CONFORM TO SECTION 1709 OF THE 2009 IBC STRUCTURAL OBSERVATIONS SHALL BE MADE AT THE FOLLOWING STAGES IN THE CONSTRUCTION: * PRIOR TO FIRST CONCRETE POUR * DURING MASONRY CONSTRUCTION. * DURING ROOF SHEATHING INSTALLATION. 2• STRUCTURAL OBSERVATIONS SHALL BE PERFORMED BY THE ENGINEER OF RECORD OR HIS DESIGNEE. * THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE ENGINEER IN ADVANCE OF THE STAGES LISTED ABOVE. 3• THE ENGINEER OR HIS DESIGNEE SHALL OBSERVE THE INDICATED WORK FOR GENERAL COMFORMANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. ALL DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTOR FOR CORRECTION AND NOTED IN THE OBSERVATION REPORTS. 4• THE ENGINEER SHALL FURNISH OBSERVATION REPORTS FOR EACH SITE OBSERVATION TO THE OWNER. GUTTERS AND DOWNSPOUTS 1. GUTTERS AND DOWNSPOUTS SHALL BE MANUFACTURED, FORMED GUTTERS AND DOWNSPOUTS OF ZINC -COATED STEEL PRE -PAINTED TO MATCH METAL ROOF COLOR. THICKNESS OF GUTTERS AND DOWNSPOUTS SHALL BE 0.028 INCH, MINIMUM. GUTTERS SHALL HAVE CONTINUOUS REMOVABLE LEAF SCREEN WITH SHEET METAL FRAME. RECORD - MCH DRAWING jCH-j4AS VKB NO. REVISION BY DATE APP WAS SHOWN CITY OF V RENTON DATUM Public Works Department Approved For Construction Kuc kco�ixcw Rohert M. Hanson P.F. F STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A STORM PUMP STATION STRUCTURAL NOTES - SHEET 2 R-3693115 5/20/15 PS-23 O 8'-4" C 4" THICK GONG S-2 LANDING PAD W/ #4 18" O.C. EA WAY 10 6„ 6" 10" °O 7'-4" DOUBLE DOOR BLOCKOUT --------------, I �0 I SEE DOOR SCHEDULE ON I 8" CONC STEM DWG PS-26 WALL I I I I I I I I I I A I I 5-26 I I o I I � I I I I THICKENED 5 1/2" THICK CONC. CONC SLAB S.O.G. W/ #4 @ 18"O.C. EA. WAY I I I I I I I I I I I I I I L--------------- 8'-8" 8" 1 WALL CO 5-27 ELECTRICAL BUILDING - FOUNDATION PLAN SCALE: 3/8"=1'-0" FEDAID: STPUL-127 HPP-1276(005) 005) 4b BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 N0. DATA HAS NOT BEEN VERIFIED. (206)431-2300 Fax: (206)431-2250 7'-4" 1,_d,. DOUBLE DOOR I,—d„ 12'-0" 10'-0" D S-2 4 I I I I I 7/16" (PLYWOOD SHEATHING) I I I I I I I 20 BLOCK -OUT FRAMING FOR EXHAUST FAN vw OPENING SIZE PER FAN A I I I I o S-2 O U 0 3C5 o 5-26 IG ACCESS HATCH E, 1'-8" X 2'-6" MIN. B I I m =R BETWEEN TRUSSES S-2 RIDGE _ SLOPE SLOPE _ 6/12 6/12 I I I I I I I I I I I I L_ J ELECTRICAL BUILDING - WALL PLAN SCALE: 3/8"=1'-0" ' MCH " VK13 Mans REVISION BY DATE APPR ^" _ �� DATUM ELECTRICAL BUILDING - ROOF FRAMING PLAN SCALE: 3/8"=1'—O" R-3693116 CITY OF STRANDER BOULEVARD EXTENSION —5/20/15 RENTON PHASE 1, SEGMENT 2A :7 Public Works Department Approved For Construction STORM PUMP STATION PS-24 . ,. „_____ I STRUCTURAL PLANS , O DOWNSPOUT INTAKE LOUD (16"X16") Cb DOWNSPOUT SPLASH PAD 4" CONC. LANDING PAD LL a N N it E v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. / R A ELECTRICAL BUILDING - EAST ELEVATION 5-24 SCALE: 3/8"=1'—O" K-B-'� ELECTRICAL BUILDING - WEST ELEVATION 5-24 SCALE: 3/8"=1'-0" *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 r CMU, T c ELECTRICAL BUILDING - SOUTH ELEVATION �4 SCALE: 3/8"=1'-0" D ELECTRICAL BUILDING - NORTH ELEVATION 5-24 SCALE: 3/8"=1'-0" R-3693117 AS SHOWN '"m"` ""Dr"i"71.1 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 �cN CH , RENTON PHASE 1, SEGMENT 2A VKB Public Works Department �. DATUM Approved For Construction STORM PUMP STATION PS-25 Mans REVISION BY DATE APPR _j°CO��""` Rohert M. Hanson P.F. Date STRUCTURAL ELEVATIONS O DOWELS TO MATCH WAL REINF CMU WALL - SLAB ON \ GRADE u� 6" DEPTH 3/4"-0" CRUSHED AGGREGATE A SECTION 5-24 SCALE: 1'=1'-0' FINISH SCHEDULE ROOM FLOOR BASE WALL CEILING N0. NAME OF ROOM MATERIAL FINISH MATERIAL FINISH CEILING HEIGHT 101 ELECTRICAL BUILDING CONCRETE CONCRETE CMU EGGSHELL GYPSUM BOARD EGGSHELL 8'-8" SEE DETAIL 2 s-27 12 6 I / R-19 BATT INSULATION 1/2" GYPSUM X WALL BOARD 2X WOOD TRUSS 5 1 /2" CONIC SLAB 2% _ DOOR SCHEDULE N0. MATERIAL DIMENSIONS TYPE FRAME SIZE HARDWARE GROUP REMARKS O1 H. METAL 2 3'-6" X 7'-0" X 1 DOUBLE DOOR 7 3 4" X 2" 16GA / HVd1 DOOR INSULATION FACTOR: DOOR SHALL HAVE A U VALUE OF 0.6 3/4") PASSAGE OR LOWER LL a N N Z E v FEDAID: STPUL-127005) HPP-1276(005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 c MCH VK13 FC-HE°"Mans REVISION BY DATE APPR ^" _ VAPOR RETARDER THING 12 g STANDING SEAM METAL ROOF OVER ROOFING FELT 8" SPLIT FACE CMU WALL FF 27.67' 2% _ FINISHED GRADE 27.5' �- /�\\ BTM OF FTG 26.17' -6" CRUSHED ROCK B SECTION 5-24 SCALE: 3/8"=V-0" SECTION 5-29 SCALE: 2 =1 —0 AS SHOWN o CITY OF � � � RENTON DATUM Public Works Department Approved For Construction Rohert M. Hanson P.F. Date R-3693118 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A°'°°' STORM PUMP STATION PS-26 STRUCTURAL SECTIONS O LL a N N m it E v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. (1) #6 IN 3 CORNER CELLS HORIZ BOND BEAM REINF 2'-6" (2) #4 x r CORNER BARS. STACK CORNER BARS OVER BOND BEAM REINF NOTES: SEE STRUCTURAL NOTES FOR TYP WALL REINF. i�1 TYP. CMU WALL CORNER REINF SECTION IQ-24 SCALE: 1"=1'—O" CMU WALL (_Z SECTION S-30 SCALE: 1 2 =1 —0" BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 k 7 1/2" EQ " VENT HOLES, TYP 2 x 4 BLOCKING TRUSS TOP CHORD, TYP x x (3) —13d NAILS J1 1 2 x 4 WALL BRACE, 3 AT NORTH END, 6 AT SOUTH END SIMPSON GABLE BRACE CONNECTOR EA. SIDE SON A34 ANGLE .C. T TOP PLATE 9" ANCHOR BOLTS W/ HARDENED 13 WITHIN 6" OF EA WALL BRACE W/ 6" EMBED INTO BOND BEAM c MCH VK13 FC-HE°"Mans REVISION BY DATE APPR ^" _ (1) SIMPSON A35 ANGLE STANDING SEAM (1) H2.5A TIE EACH TRUSS METAL ROOF OVER ROOFING FELT ROOF BOUNDARY SHEATHING NAILING 12 6 2X SOLID BLOCKING W/ (2) 2" 4 DRILLED VENT 2X SOLID BLOCKING AT GYPSUM HOLES W/ SCREENS WALL BOARD SEAMS (TYP) BETWEEN EACH TRUSS PRE —PAINTED SHEET METAL GUTTERS 2X FASCI� ' THERMAL INSULATION, CONT L SEE STRUCTURAL NOTES PAINT FASCIA 2X ROOF TRUSS MATCH GUTTER TOP OF CMU WALL 5/8 GYPSUM WALL BOARD EL 36.33' 3 x 8 PT TOP PLATE 5/8" 4 x 9" ANCHOR BOLTS W/ HARDENED WASHERS 0 32" OC 8" SPLIT FACE CMU WALL W/ 6" EMBED INTO BOND BEAM SPACED TO MISS TRUSSES NOTES: 1. ALL METAL ROOFING, TRIM, FASCIA AND GUTTERS SHALL SECTION BE CONTINUOUS. 5-26 SCALE: 1"=1'-0 REQ'D #4 x (— 3 0 8" O.C. 2 ALT HOOKS -(2) #4 x CORNER BARS. STACK CORNER BARS OVER BOND BEAM REINF VERT EA CELL HORZ. BOND BEAM REINF NOTES: SEE STRUCTURAL NOTES FOR TYP. CMU WALL REINF. �4 TYP. CMU WALL CORNER REINF. 5-24 SCALE: 1"=1'-0" R-3693119 AS SHOWN '"m"` ""°1H"'1B°' , CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A DATUM Public Works Department. Approved For construction STORM PUMP STATION PS-27 scut .ccormixc`v Rohert M. Hanson P.F. Date STRUCTURAL DETAILS - SHEET 1 ti X PANEL HINGED SIDE L6x6x1 /2 PIPE PENTRATION THROUGH FRP PLATFORM (TYP.) a LEVEL SENSOR STILLING WELL L6x4x1 /2 2,-3"x2,-2" REMOVABLE FIBERGLASS GRATING PANEL L6x4x1 /2 � WETWELL 2'-2" 2'-10" / \ I PvAvl 7 / °a a ° 4'-10"x3'-7" HINGED FIBERGLASS GRATING PANEL OVER WASTEWATER PUMP. APPROX. OUTLINE SHOWN. CUT—OUT AROUND GUIDERAILS, LADDER, AND STILLING WELL. 00 N U) I ao 0 36 O OU iT a- N N M O N O M Q Q C O 111 (TYP. OF 2) NOTES: 2%8" CHANNEL WETWELL GRATING PLAN SCALE: 1 /2"=1'—O" 0 a I d'. O PROVIDE OPENINGS IN FIBERGLASS GRATING FOR LADDER, LEVEL SENSOR, STILLING WELL, DISCHARGE PIPING, AND LIFTING RAILS. FIELD VERIFY LOCATIONS. O2 FIBERGLASS REINFORCED PLASTIC (FRP) GRATING, LADDERS AND THEIR SUPPORT ARE TO BE DESIGNED BY THE CONTRACTOR. O3 GRATING FOR PANELS EXTEND OVER FULL EXTENT OF OPENINGS LESS CUT—OUTS REQUIRED FOR PIPE AND EQUIPMENT PENETRATIONS. FULL EXTENT OF GRATING NOT SHOWN IN GRATING PLAN FOR CLARITY. FEDAID: STPUL-1276(004) w HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION > PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. i" DIA. DI LET SEWER I- nv \/11"1Y1YLL INLET MANHOLE GRATING PLAN SCALE: 1 /2"=1'—O" �i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 WETWELL INDICATES HATCH OPENING DIRECTION � WETWELL WETWELL CHANNELING PLAN SCALE: 1 /2"=1'-0" F SECTION SCALE: 1 /2"=1'-0" I� WELL ;OUT CIRCLE � WETWELL 17 Z N z o � w z o co L.Li z x w r-0 w w INSTALL FRP GRATE OVER FIRST LADDER RUNG. ALL LOCATIONS. 3" MAX) ORT BRACKET =D W/ LADDER (TYP) TE 1) �ULAR FRP LADDER 1 1 /4" X 1 1 /4" SQ. RUNGS) NOTES: \—SS FLOOR BRACKET FURNISHED W/ LADDER (SEE NOTE 1) 1. ATTACH SUPPORTING BRACKETS W/ 5/8" DIA. SS ANCHOR RODS IN ADHESIVE ANCHORS (5" MIN. EMBEDMENT). 2. PROVIDE CATCH ON VAULT/MANHOLE/WETWELL WALL TO HOLD EXTENSION IN PLACE WHEN LADDER IS EXTENDED. RETRACTABLE LADDER DETAIL SCALE: 1 /2"=1'-0" S.S. SADDLE CLIPS WITH 1 /4" DIA. CAP HEAD S.S. BOLTS. TYP. SPACING PER MANUFACTURER (USED ON EDGE GRATING ONLY) FIBERGLASS GRATING GRATING SUPPORT SEE PLAN FIBERGLASS GRATING CONNECTION - DETAIL SCALE: 3/8"=1'-0" R-3693120 SURVEYED: SCALE: "��' NAVD 19� HORIZONTAL: NAD 1983/1991 ,� Y C, "� CITY OF STRANDER BOULEVARD EXTENSION UAIt: 8/6/14 AS SHOWN � � RENTON PHASE 1 SEGMENT 2A DESIGNED: MCH ALDBOOK: DATUM � �' Public Works Department Approved For Construction , STORM PUMP STATION DRAWN: VKB ONE INCH DRAWING NO: P S - 2 8 CHECKED: NAS AT FULL SCALE IF NOT ONE INCH N0. REVISION BY DATE APPR SCALE ACCORDINGLY STRUCTURAL DETAILS -SHEET 2 APPROVED: SHEET: OF: - Robert M. Hanson P.E. Date 127 231 O (4) ASSEMBLIES: PL3/8x6x1'-0" ° w/ 5/8"4 SS ANCHOR BOLTS. EMBED 5.5" MIN w/ HILTI ADHESIVE PRE -CAST 2 i1 1p' p"p a 12" NOMINAL CONIC WETWELL FLOOR SLAB CUTTING SHOE e..: a W/ #6 ® 12" ON -CENTER EACH WAY FF EL=-4.5' ' 6" STANDARD 10-0"' INSIDE 11" CONIC KEYWAY DIAMETER PRE -CAST CONCRETE RISER SECTION p ASTM C 478 z NOTES d . d 1. DETAILS 1 AND 2 ON THIS DRAWING ARE SHOWN FOR THE a.:.: 1'-6" 10-FOOT DIAMETER WETWELL. DETAILS FOR THE 60-INCH a ° ° ° �. " DIAMETER INLET MANHOLE ARE SIMILAR. w 5 ®12" DOWELS W # / ro 5 ®12" °' . o THREADED ANI RE DED MECH CAL � . d° W DO ELLS I DETAILS 1 N I DRAWING A VI 2. DE LS 2 3 & 4 0 THIS DR G RE PROVIDED FOR e•''. a � COUPLER ° a ' � GUIDANCE AND ONLY SHOW THE MINIMUM REQUIREMENTS FOR " o o a °. a 12" X 1 °° ° ° a o THE CUTTING SHOES TREMIE BASES AND LIDS. CONTRACTOR ° SHALL SUBMIT SIGNED AND STAMPED SHOP DRAWINGS FOR w KEYWAY ° THESE ITEMS IN ACCORDANCE WITH THE GENERAL NOTES ON a DRAWING PS-22. Z — X d k' W O 4 K O U Q a' O S :o U w p TREMIE CONCRETE ®� d am Z_ 1 CUTTING SHOE AND TREMIE BASE - DETAIL a ° d PS-7 SCALE: 1/2"=1'-0" e� 3" UNDISTURBED 8" NATIVE SOIL CUTTING SHOE DETAIL 2 - - SCALE: 3 4'=1'-O' GENERATOR/TRANSFORMER PAD SKID WIDTH + 6" ON ALL SIDES 3/4" CONCRETE SLAB W/ #4 ® 12' ON CENTER EACH WAY, CHAMFER , TYP. TOP & BOTTOM FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206)431-2300 Fax: (206)431-2250 RECORD DRAWING n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. N0. 6" DEPTH 3/4"-0" CRUSHED AGGREGATE s ELECTRICAL EQUIPMENT PAD SECTION PS-3 SCALE: 1 2 =1 -0 R-3693121 AS SHOWN '"m"` ""°�1J7111.1 CITY OF STRANDER BOULEVARD EXTENSION 5/20/I5 �c 1ACH ,RENTON PHASE 1, SEGMENT 2A VKB Public Works Department. DATUM Approved For Construction STORM PUMP STATION PS-29 ° �NAs REVISION BY DATE APPR _j°CO��""` Rohert M. Hanson P.F. pate STRUCTURAL DETAILS - SHEET 3„R�„ O EXIST MAIN 1 EXIST MAIN 1 14'-3%" EXISTING BNSF EMBANKMENT CONSTRUCTION NOTES: a 1. BALLAST, TIES AND RAIL TO BE CONSTRUCTED BY OTHERS. N 2. REFER TO BNSF SHOOFLY PLAN RR-6 TO RR-9 SHEETS FOR ALIGNMENTS, PROFILES AND ELEVATIONS. 3. SEE DETAIL ON GD-1 FOR SETTLEMENT INDICATING DEVICES TO BE INSTALLED ALONG SHOOFLY EMBANKMENTS. o E v FEDAID: STPUL-127RECORD HPP-1276(005) 005) n SOME DATA ON RECORD DRAWINGS �� BergerABAM IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 25' PHASE 1B EXIST MAIN 1 MAIN 2 SHOOFLY I � 17'-101X6 PHASE 1B MAIN 2 SHOOFLY 14'-0" VARIES 2.22' TOP OF SHOOFLY EMBANKMENT r EAST '•+�%„5:s.`x•'a;,. BNSF ---------------\-- 12 SUBBALLAST' ROW \//\//\//\//\//\/ / .:• "... ::, EAST SHOOFLY EMBANKMENT KEY -IN AT EACH STEPMAY NOT EXCEED 2 FEET VERTICALLY, TYP A TYPICAL SECTION - EAST SHOOFLY LOOKING NORTH SCALE: 1 =4' H 1 =4' V STA "PHASE 1B MAIN 2 SHOOFLY" 41021+90 RT TO 41028+45 RT STA "PHASE 1B MAIN 2 SHOOFLY" 41029+45 RT TO 41036+55 RT TEMPORARY SURCHARGE WALL BLOCK, TYP MIN TOPSOIL TYPE B TOE OF EAST SHOOFLY EMBANKMENT 12'-0" SHOOFLY MAINTENANCE ROAD CTION GEOTEXTILE FOR SEPARATION, TYP VARIES TOP OF SHOOFLY 1 SURCHARGE ---------- �__; / /� EAST SHOOFLY EAST o SURCHARGE //j BNSF ------------------------------------- Y / \i v \ \ \ \ \\ \\`'\y/� ROW TOE AST SHOOFLY 77 EMBANKMENT TOP OF SHOOFLY EXISTING BNSF /\// // // // // // // // // / l/' �r ; •:. :. ,, ..... EMBANKMENT ..... 2 EMBANKMENT/VA/VA/VA/VA/VA/VA/VA/VA VAA VA \ V <. 1 EAST SHOOFLY EMBANKMENT KEY -IN AT EACH STEP - -- -----='--- =- MAY NOT EXCEED 2 FEET VERTICALLY. TYP B DETAIL - EAST SHOOFLY EMBANKMENT PLACEMENT & SURCHARGE - SCALE: 1'=4' H 1 =4' V STA "PHASE 1B MAIN 2 SHOOFLY" 41024+20 RT TO 41028+65 RT STA "PHASE 1B MAIN 2 SHOOFLY" 41029+25 RT TO 41033+50 RT BEE NO. REVISION BY DATE APPR ^" 12'-0" SHOOFLY MAINTENANCE ROAD ISTRUCTION GEOTEXTILE FOR SEPARATION, TYP VARIES LS, 1 FT DEPTH, TYP �� DATUM GROUND KEY -IN GEOTEXTILE FABRIC, TYP EXISTING GROUND KEY -IN GEOTEXTILE FABRIC, TYP R-3693124 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction SHOOFLY EMBANKMENT PLACEMENTR"R-1 . ,. „----- I EAST „" ,,, O LL a a N N N o Z E v FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. PHASE 1A PHASE 1B EXIST MAIN 1 MAIN 2 MAIN 1 SHOOFLY SHOOFLY 14'-0" 1 15'-0" VARIES 2 22 TOP OF SHOOFLY Y WEST EMBANKMENT' M. BNSF TOE OF WEST , 2.0% «��"---------- ---------------- TOPSOIL TYPE B •, ��'S "V` Rw ROW SHOOFLY ;;12" SUBBALLAST �1 EMBANKEMENT\// 12'-0" 2 '+• �t> VAVA%�V�A/V�A/��%�A//��//��//��//i�/ SHOOFLY MAINTENANCE ROAD �•. WEST SHOOFLY'" \~~ /\�/\ EXISTING BNSF GROUND EXISTING I EMBANKMENT = �/ / \/ EMBANKMENT I `, " " \\,/- /------------- ------ '. ...: ..:. >' . •.. '=--'_--T=_---_...,. . - � \\\� MAY NOT EXCEED 2TEP FEET VERTICALLY, TYP KEY -IN GEOTEXTILE CONSTRUCTION GEOTEXTILE FOR SEPARATION, TYP FABRIC, TYP VARIES QUARRY SPALLS, 1 FT DEPTH, TYP C TYPICAL SECTION - WEST SHOOFLY LOOKING NORTH SCALE: 1"=4 H 1"=4' V STA "PHASE 1A MAIN 1 SHOOFLY" 11021+15 LT TO 11036+55 LT VARIES 8'-0" MIN CE PHASE 1A EXIST MAIN 1 MAIN 1 TOP OF SHOOFLY SHOOFLY TEMPORARY SURCHARGE SURCHARGE 1 WALL BLOCK, TYP 1 TOE OF WEST 1��/ / WEST SHOOFLY IN, WEST SHOOFLY / SURCHARGEBNSF /�\ o i ROW EMBANKEMENT \\`\\�\\�\\�\\�\��\��\�%\�\%\%� 12'-0" I 2 TOP OF SHOOFLY':'..:. ••. EMBANKMENT><<�\ QUARRY SPALLS, 1 FT DEPTH, TYP 1 EXISTING I WEST SHOOFLY GROUND 1 EMBANKMENT KEY -IN AT EACH MAY NOT EXCEED PP /�//��/i/%//✓/.v//,A/\��V/AwVwA.AA,AA,Aw\�yA�AA,AAiVAiVAi\/\/�/i�/i,.// /� FEET VERTICALLY, TYP KEY -IN GEOTEXTILE CONSTRUCTION GEOTEXTILE FOR SEPARATION, TYP FABRIC, TYP VARIES QUARRY SPALLS, 1 FT DEPTH, TYP D DETAIL - WEST SHOOFLY EMBANKMENT PLACEMENT & SURCHARGE SCALE: 1 =7 H 1"=4' V STA "PHASE 1A MAIN 1 SHOOFLY" 11024+10 LT TO 11033+60 LT BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 r ' BEE —vns REVISION BY DATE APPR ^" AS SHOWN �� DATUM EXISTING BNSF EMBANKMENT CONSTRUCTION NOTES: 1. BALLAST, TIES AND RAIL TO BE CONSTRUCTED BY OTHERS 2. REFER TO BNSF SHOOFLY PLAN RR-6 TO RR-9 SHEETS FOR ALIGNMENTS, PROFILES AND ELEVATIONS 3. SEE DETAIL ON GD-1 FOR SETTLEMENT INDICATING DEVICES TO BE INSTALLED ALONG SHOOFLY EMBANKMENTS R-3693125 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction SHOOFLY EMBANKMENT PLACEMENT RR-2 . - „----- I WEST L:� z a EE TOP OF SHOOFLY WEST EMBANKMENT BNSF ROW TOE OF WEST TOPSOIL TYPE SHOOFLY 2 EMBANKEMENT 7 EXISTING 12 0" / GROUND SHOOFLY MAINTENANCE ROAD KEY -IN CONSTRUCTION GEOTEXTILE FOR SEPARATION, TYP SOUTH END TERMINATION DETAIL SCALE: 1"=20' o FEDAID: STPUL-1276(004) m HPP-1276(005) �) Berger ABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD DRAWING T SOME DATA ON RECORD DRAWINGS a IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF y RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. NO. VARIES Z PHASE 1A MAIN 1 SHOOFLY 14'-0" j TOP RAIL 2.0% EXISTING BNSF EMBANKMENT KEY IN AT EACH STEP 12" SUBBALLAST MAY NOT EXCEED 2 FEET VERTICALLY, TYP I QUARRY SPALLS, 1 FT DEPTH, TYP I TYPICAL SECTION - WEST SHOOFLY TERMINATION SCALE: 1"=4' H 1"=4' V " BEE REVISION BY DATE APPR TOP TIE CONSTRUCTION NOTES: 1. BALLAST, TIES AND RAIL TO BE CONSTRUCTED BY OTHERS. 2. REFER TO BNSF SHOOFLY PLAN RR-6 TO RR-9 SHEETS FOR ALIGNMENTS, PROFILES AND ELEVATIONS. _I 11036+00 i1 11037+00 �� DATUM Y- c NORTH END TERMINATION DETAIL SCALE: 1 "=20' R-3693126 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction SHOOFLY EMBANKMENT PLACEMENT RR-3 . ,. „----- I -- WEST END DETAILS rn (m M O LLI z a EE o FEDAID: STPUL-1276(004) m HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION CONTRACTOR TO THE CITY OF y RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. PHAE1B MAIN 2 SHOOFLY 14'-0" TOP RAIL TOP T E 2.0% EXISTING BNSF EMBANKMENT 12" SUBBALLAST KEY IN AT EACH STEP MAY NOT EXCEED 2 FEET VERTICALLY, TYP TOP OF SHOOFLY EMBANKMENT -TOPSOIL TYPE B TOE OF EAST SHOOFLY �2 EMBANKEMENT 11 I SHOOFLY MAINTENANCE ROAD VARIES QUARRY SPALLS, 1 FT DEPTH, TYP A TYPICAL SECTION - EAST SHOOFLY TERMINATION SCALE: 1"=4' H 1"=4' V EAST BNSF ROW EXISTING GROUND KEY —IN CONSTRUCTION GEOTEXTILE FOR SEPARATION, TYP CONSTRUCTION NOTES: 1. BALLAST, TIES AND RAIL TO BE CONSTRUCTED BY OTHERS. 2. REFER TO BNSF SHOOFLY PLAN RR-6 TO RR-9 SHEETS FOR ALIGNMENTS, PROFILES AND ELEVATIONS. SOUTH END TERMINATION DETAIL SCALE: 1"�20'c NORTH END TERMINATION DETAIL SCALE: 1 "=20' R-3693127 BergerABAM RECORD "�� AS SHOWN ""°�10"'1 _ CITY OF '9 RENTON STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A 5/20/15 33301 9th Avenue South, Suite 300 DRAWING" BEE E DATUM KK Public Works Department Approved For construction SHOOFLY EMBANKMENT PLACEMENT Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 NO. NAs� REVISION BY DATE APPR _ �j°CO��""` Rohert M. Hanson P.F. Date EAST END DETAILS RR-4 O LL a N 01 it E v FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. PHAEIA CL MAIN 1 EXIST 14'-0" SHOOFLY MAIN 1 6'-0" 2.22' SEE DETAIL C ON DWG RB-3 TOP OF SHOOFLY EMBANKMENT FOR ECOLOGY BLOCK DETAIL 2.0%��5a".,s�� "�"x WEST BNSF TOPSOIL TYPE B .�-��`•�?'�''A'� ' SUBBALLA SEE DRAWING ROW RB-2 FOR CONSTRUCTION 2 < ACCESS BRIDGE DETAILS /WEST 18 0 SHOOFLY''' ,..' ,'.;• :; ;. EXISTING BNSF t/ EMBANKMENT EMBANKMENT KEY —IN AT EACH STEP \\ MAY NOT EXCEED 2 FEET VERTICALLY, TYP CSBC EXISTING GROUND VARIES EXTENT OF SPU CASING ----------------------------------------------------------------------------------------- I I I X� EXISTING 60"4 CONCRETE X �/ / SPU WATERLINE WITH CASING I I I / _/ EXIST PHASE 16 MAIN 1 GAIN 1 SHOOFLY 14'-38„ E TYPICAL SECTION - WEST SHOOFLY LOOKING NORTH SCALE: 1'=4' H 1 =4 V BNSF MT1 1034+25, AT SPU WATERLINE CROSSING q EXIST PHASE 1B MAIN 2 MAIN 2 SHOOFLY VARIES EXISTING BNSF EMBANKMENT 14'-0" SEE DETAIL B ON DWG RB-3 FOR ECOLOGY BLOCK DETAIL TOP OF SHOOFLY EAST 2.0% _ EMBANKMENT BNSF OW SEE SHEET 2 I RB-2 FOR CONSTRUCTION ACCESS BRIDGE DETAILS 011 KEY —IN AT EACH STEP MAY NOT EXCEED 2 FEET VERTICALLY. TYP CONSTRUCTION NOTES: 1. BALLAST, TIES AND RAIL TO BE CONSTRUCTED BY OTHERS. 2. REFER TO BNSF SHOOFLY PLAN RR-6 TO RR-9 SHEETS FOR ALIGNMENTS, PROFILES AND ELEVATIONS. EXTENT OF SPU CASING /— /TX I I I X> EXISTING 60"0 CONCRETE �I SPU WATERLINE WITH CASING �I F SECTION AT SPU - EAST SHOOFLY LOOKING NORTH SCALE: 1 =4 H 1 =4 v STA "EXIST MAIN 1" 1034+05.00 RT TO 1034+53.00 RT BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD D RAW I N G NO. REVISION W AS SHOWN CITY OF V RENTON BEE Public Works Department E71vns � DATUM Approved For Construction BY DATE APPR Rohert M. Hanson P.F. f EXISTING GROUND STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A SHOOFLY EMBANKMENT PLACEMENT SPU SECTION R-3693128 5/20/15 RR-5 .-1 " —i "-I " N a �I• ai � ai a' S 31 �I 'i ZI 1i 21 14.0' VARIES ! VARIES 14, / I — -- V/� \\ EXISTING TOP OF \ \ PHASE IA EUBM0111ENT SUBBALLAST W SLBBALLAST EMBANKMENT TYPICAL SECTION STA 1019+50 TO STA 1028+40.10 STA 1029+36.60 TO STA 1036+50 FACING NORTH N.T.S. N r N Z. icl xl X W W WI �I 32.0' 15.0' 3.0' 14.3' 14.0' 8.0' 9.3' a LO' 2Y. ----- v ---r-� ----------+� —_— --� 34.0' �\\ EXISTING GROUND PHASE IA EIBANKbIIEN1- — — — — — — — — — z — — --------- 12" SUBS WOOD T IE 12" BALLAST (TYP.1 PHASE IA (SHOOFLY TO WEST) TYPICAL SECTION AT STA 11028+78.44 FACING NORTH N.T.S. � — — — — — — — — — — — — — — — — — — — — — — — — — — — — — PHASE 18 E1BAN(1ENT 12" SLIBBALLAST _ ry XI X W W W I i 14.3' i 17.9' 17.7' ai O.r EXISTING GROUND .� - - _ — — — — — — \ a --_----r 34.0' \�— 1--------------- PHASE IB (SHOOFLY TO EAST) TYPICAL SECTION AT STA 41028+78.45 FACING NORTH N.T.S. 5 ai 7 a OF TRACK dl WI W t I4.3' I18.0 � I � I � 136• RAIL EXISTING GROUND ------------- PAD I \ 77 I RAIL 0.61 a, 0'4" 7" l WOOD TIE -r PAD 0.03 \ ° BALLAST ! TIE 0.58 ----i SUBBALLAST BALLAST L00 �" SUB -BALLAST 1.00 \ — — 1 — — — — — — — — — — — — — — — —' 3 2.35 FT. Q 27 SLOPE 0.047 FT. DROP SLOPE OF Sll9GRADE 0.05 3.17 FEET AFTER CONSTRUCTION ELEVATION DIFFERENCE TYPICAL SECTION AT STA 1028+78.7I OFROM P OFT�UBGRADERAIL T TO FACING NORTH 0 R-3693129 a FEDAID:STPUL-1276(004) CITY OF STRANDER BOULEVARD EXTENSION PHASE II 12/05/2011 $ HPP-1276(005) �) Berg,,ABAM I�� I�� RECORD DRAWINGS 7/31/2014 ° AS SHOWN RENTON CALL 48 HOURS �/ ,C �A1 �ISUI V "" AtR Public Works Deportment a DATUM P BNSF SHOOFLY - TYPICAL SECTIONS RR— 6 33301 9th Avenue South, Suite 300 Approved for Construction BEFORE YOU DIG Federal Way, Washington 980D3-2600 � ' NO. REVISION BY DATE APPR 140'231 J - - - eJ rJ (206) 431-2300 Fax: (206) 9314250 H Robert M. Hanson P.E. Date 3 3 o = a y M w m I 35 1 j 35 i i '• 30 30 I / 1 25 20 20 30 25 1W 90 90 70 50 50 40 30 20 U 0 U 20 30 40 50 60 70 80 90 1p0 STATION 1020+00 3 3 a In W VWf m 1 1 m I j � 1 — — ---- --- — 100 90 80 70 60 50 40 30 20 10 15 20 10 0 10 20 30 40 50 60 70 80 90 100 STATION 1019+00 3 3 O o W Cr u- y M y m W m i i 1 1 I I 1 I I 35 j 35 i 1 1 / 30 25 20 20 100 90 60 70 60 50 40 30 20 FEDAID:STPUL-1276(004) s HPP-1275(005) BergerABAM ► RECORD DRAV CALL HOURS �.w IQ ! i" �ANSON BEFOREE YOU DIG 333019thAvenue South, Suite 300 �� y Federal Way, Washington 98003.2600 H 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 NO. REVISION 10 0 10 20 30 40 50 60 70 80 90 100 STATION 1018+00 1/2014—ASSHOWN -�'w-' CITY OF RENTON SLR Public Works Deportment SLL y DATUM Approved For Construction By DATE APPR M Robert M. Honson P.E. Dote 10 0 10 20 SCALE FEET HORIZONTAL 5 0 5 10 SCALE FEET VERTICAL R-3693133 I STRANDER BOULEVARD EXTENSION PHASE II 12/05/2011 BNSF SHOOFLY -CROSS SECTIONS SHEET 1 RR-10 'a' 1 44'231 T� 'V'^J (/ M I W H m 35 41 CD O' L Q m ` 25 In a 20 M, x 25 20 33 30 25 5 10 25 20 100 90 80 70 50 50 40 30 20 10 0 X1 20 30 40 50 60 70 80 90 100 STATION 1023+00 Y J J J N N 3cc ? 3 V> N Z ap 11 W z j 111 1 1 j j 21 I II I I \ 2X I ` I — — — — — — ---- --- Y J J J N N s Z 10 cli N N In WL i m 1 1 I i 2X 1(i0 90 80 70 60 50 40 30 20 15 f0 25 20 ID 0 10 20 30 40 50 60 70 80 90 100 STATION 1022+00 3 3 0 Z O z z m I I W I 1 m i i i I I i 2X i __ i / I — — — — — 1 / i / 1 — -- -- —1— —— — — — — — — — — --- — — — — — — — 10 0 10 20 SCALE FEET 15 HORIZONTAL 5 0 5 10 SCALE FEET 10 VERTICAL 15 20 20 IDO 90 BO 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 as STATION 1021+00 R-3693134 H FEDND:STP-1276(005) � 1G" w '..o ,w:„, CITY OF STRANDER BOULEVARD EXTENSION PHASE II t2/05/2Dii HPP-1276(005) AS SHOWN CALL 48 HOURS '� BergerABAM RECORD DRAWINGS 7/31 /2014 RENTON <,OHANSON Public Works Deportment .rc u ' BEFORE YOU DIG 33301 9th Avenue South, suite 300 ti. DATUM P BNSF SHOOFLY -CROSS SECTIONS Approved For Construction SHEET2 RR-11 in Federal Way, Washington 98003-2600 �� • .a ac .a 1—800-424-5555 ( ( 206 431-2300 Fax: 206 431-2250 No. REVISION BY GATE APPR 'w' ' om: s N Robert M. Hanson P.E. Date 145 231 '61 6 35 30 25 20 15 30 25 20 too 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 1w STATION 1025+00 r J J J N N Z 3 d ? m W a] i 2r i ii 2x ! I ; r J r J N N O � Z Q � 4 m ! W I I I 1 1 m I 35 35 --;- -- — —?. 2x ' 2x 30 i i i i E 30 .; 20 40 Iw VU 17U M CO w 40 30 20 10 0 10 20 30 40 50 60 70 80 90 1pp STATION 1024+00 'a FEDAID:STPUL-1276(004) rw s HPP-1276(005) �) Berge RECORD DRAWINGS 7/31/2014 SUL CALL E HOURS �� <� HANSON °- uR BEFORE YOU DIG 333019th Avenue South, Suite 300 LL Vi 1-800-424-5555 Federal Way, Washington 960031-220 NO. REWSION BY DATE APPR J (206)431-2300 Fax:(206) 431-2250 M AS SHOWN �� DATUM CITY OF RENTON Public Works Deportment Approved For Construction t M. Hanson P.E. Date 10 0 10 20 SCALE FEET HORIZONTAL 5 0 5 10 SCALE FEET VERTICAL R-3693135 STRANDER BOULEVARD EXTENSION PHASE II 12 005/2011 BNSF SHOOFLY -CROSS SECTIONS R SHEET 3 RR-12 O) (0 M O UU H it m L a 0 3! bI 25 20 35 30 25 J N N Z dZ N N m W m I ��• � 1 i 1 i i 1 --1 — -- --�\ i i 27. / 2X j i ti-- i 100 90 80 70 60 50 40 30 20 20 10 0 10 20 30 40 50 60 70 80 90 100 STATION 1027+00 � J � J J { CIO 2i S = 9P d N � N D] W O] I t I 1 I i i r i 1 1 I 1� 2X / i i i 27 i — — — — — — — $5 10 0 10 20 I SCALE FEET HORIZONTAL $0 5 0 5 10 SCALE FEET VERTICAL 15 20 1 20 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 1D0 STATION 1026+00 R-3693136 FEDAID:STP-1276(6(004) .'�°"� CITY OF STRANDER BOULEVARD EXTENSION PHASE II 8 HPP—t276(oO5) RECORD DRAWINGS 7/31/2014 °""" AS SHOWN »v " 12/OS/2011 CALL 48 HOURS �� BergerABAM �` « RENTOnt > 33301 9th Avenue South, Suite 300 <0!HANSON a... N.e DATUM Public works DeportmentBNSF SHOOFLY -CROSS SECTIONSBEFORE YOU DIG Approved For Construction in Federal Way, Washington 98003-2600 �� SHEET 4 1-800-424-5555 NO. REVISION BY onrE APPR - wmwn. RR-13 (206) 431-23D0 Fax- 431-2250 H '� _____ _ Robert M. Hanson P.E. Dote '��147 '231 0) (0 M O w H m 2 m N N L Q 19 35 F1 25 J > J J J /v N 3 Z ; a< (W m W i i 1 i •♦ I i i i i i I 211 2z i I 1 1 i M 20 100 90 BD 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 10(1 STATION 1028+39.15 J J N 7N S 7 2 I 3 :9 : so 90 Z m w m ♦• i 3S ! 35 i I i i I 1 2Z / ; I ' 2Z i 1 i \ i 30 30 1 I / i •`�i i i \ 1 -A 25 --- —_-- ---- — / I ---- —--- 25 20 20 100 90 60 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 q0 STATION 1028+00 10 0 10 20 SCALE FEET HORIZONTAL 5 0 5 10 SCALE FEET VERTICAL R-3693137 FEDAID:STPUL-1276(004)`'� HPP-1276(005) �i BergerABAM �/ 333019thAvenue5oulh,Suiie300 Federal Way, Washington 98003-2600 (206) 431-230o Fax: (206) 431-225D <f ! I"'ANSON ° SAS SHOWN '"'Q0141"° ""^"� DATUM v CITY OF ' RENTON Public Works Deportment Approved For Construction Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE II BNSFSHOOFLY-CROSS SECTIONS SHEET 5 12/05/2011 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWINGS 7/31/2014 "°°�°° "°` w °"aa „� NO. REVISION BY DATE APPR su u�—� �.a tO RR-14 ..a s 148 231 Cy) co M O w I— W m P K Q C. S C C I 35 30 25 20 35 30 25 20 J J J J = Z � Z � a a a ; < _ < {{Sit m W m I I I i 2X 15 0 25 20 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 STATION 1029+00 15 10 25 20 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 w STATION 1028+78.71 Y J 1r J N ;N = 3 C. 3 W as i I I 1 1 i I 1 1 I I 1 2Z I i ___ 10 0 10 20 SCALE FEET HORIZONTAL 5 0 5 10 SCALE FEET VERTICAL R-3693138 FEDAID:STPUL-1276(004) HPP-1276(005)� *) Berg,,Il �/ 333019th Avenue South, Suite 300 Federal Way, Washington 6) 431-225 (206)431-2300 Fax: (206)931-2250 (� 'C1! 17ANSON SAS SHOWN DATUM CITY , CITY OF RENTON Public dWorksFor Deportment Approved For Construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE II BNSF SHOOFLY -CROSS SECTIONS SHEET 6 12/05/2011 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWINGS 7/31/2014 � .moo., °""Irs ^K '� su RR N0. REVISION BY DATE APPR " ° H °m'149"231 a n 35 30 25 35 30 25 J J N N 3 I 3 3 s s Z o N 1` Z m W m 1 1 i i I 1 I 1 ii i i i i 21 i i 2z --- ---- --• J_ --- ---- 1. 100 90 80 70 60 50 40 30 20 15 0 25 20 10 0 10 20 30 40 50 60 70 80 90 100 STATION 1030+00 J J N lV i 3 Z 3 C5 Z s m 1 w zm i 1 I I i i 21 2Z 1 i --- --- _ �� —i— — — — — — — — -- 15 0 10 0 10 20 SCALE FEET HORIZONTAL 15 5 0 5 10 SCALE FEET VERTICAL 20 20 I00 90 80 70 60 50 40 30 20 M 0 10 20 30 40 50 60 70 80 90 IDO STATION 1029+33.77 a FEDAID:HPP 1276( W5)O4) � CALL48 HOURS 11"w4wo, BergerABAM RECORD DRAWINGS 7/31/2014SILL ' BEFORE YOU DIG 333019thAvenueSoutn,sufte300 <,0HANSON Federal Way, Washington 9W03-2600 Su. 1-800-424-5555 (206) 431-23DO Fax: (206) 431-2250 NO. REVISION BY DATE APPR M R-3693139 AS SHOWN��CITY OF STRANDER BOULEVARD EXTENSION PHASE II 12/05/2011 RENTON ICI DATUM Public Works Department BNSF SHOOFLY -CROSS SECTIONS l Approved For Construction SHEET RR-16 e� .o Robert M. Hanson P.E. Dole 150"f 31 t) c0 M O UJ H a z m IY Q In 35 1f 25 20 35 30 25 20 IS 10 25 20 top 90 60 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 STATION 1032+00 > > 3 3 W m m i I I I I I i I I I I 1 2x i i 1 I i i \ I — — — — — — — — — — — — — > z 3 Z 3 97 i0 z a In In z cp I x Wj z cp ' i — — tr — -- i 2Y. i II 1 j i 100 90 Bo 70 60 50 40 30 20 55 10 0 10 20 SCALE FEET 1 HORIZONTAL 10 5 0 5 10 SCALE FEET VERTICAL 15 20 10 0 10 20 30 40 50 60 70 80 90 100 STATION 1031+00 R-3693140 a FEDAID:STPUL-127005) .w ,Ce .'?.. CITY OF STRANDER BOULEVARD EXTENSION PHASE II 12/05/2011 HPP-1276(005) BergerA.BAM RECORD DRAWINGS 7/31/2014 SLL AS SHOWN (9RENTON „� CALL 48 HOURS �� ICE! �"�ANSON °- �.� Publie works Deportment ■rc.x > 33301 9fh Avenue South, Suite 300 OaTUM BNSF SHOOFLY -CROSS SECTIONS BEFORE YOU DIG Federal Way, Washington 98003-2600 ,..r am Approved for Construction SHEET8 RR-1 7 1-800-424-5555 2D6 431-2300 Fax: 2D6 431-2250 NO. REVISION 13Y DATE APPR •� ` ( ) ( ) N Robert M. Hanson P.E. Dole 151'231 Q p� U O p C Z:9 a t m W m 35 35 i i i i i i i ! 2G -1—tt ---1— 't-`\ 2Z ! 1 / I I I 1 I i 30 30 \\ 25 ! // i 25 ! / i 3! 30 25 20 1W w 611 i0 613 50 40 30 20 10 0 U 20 30 40 50 60 70 80 90 1100 STATION 1034+00 r ' 3 3 1 ; 6 Z a � m W m 1 i I I I 1 1 i I I I 1 i ! i Y ��----T i 1 i —t-- i —^ I 2X i i I i j / t 100 90 80 70 60 50 40 30 20 A 0 10 STATION 1033+00 15 10 0 10 20 SCALE FEET HORIZONTAL 10 5 0 5 10 SCALE FEET VERTICAL 5 20 20 30 40 50 60 70 80 90 100 9 R-3693141 .a $ a FEOAID:STP-1276(6(004) HPP-1276(005) ') Berg,,ABAM �/ 33301 9th Avenue south, suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 <�,OHANSON SAS SHOWN : .,, DATUM CITY OF (8 RENTON Public works Deportment Approved For Construction Robert M. Monson P.E. Date STRANDER BOULEVARD EXTENSION PHASE II BNSF SHOOFLY -CROSS SECTIONS SHEET 9 12/05/2011 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWINGS 7/31 /2014 .� L '�°m` — "" KR N0. REVISION BY DATE APPR Su . � a .a "�` �°"" R R —18 H `a 1 52'231 cf) rn co M O LU I— 2 m N m a to 35 30 25 20 35 30 25 20 35 30 25 20 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 STATION 1036+00 J N �i a z Cki V_ V I 4 2 m 2 fc a S Z W 4 a] i 2y - �- - - - - --\\ 2z 35 10 0 10 20 SCALE FEET HORIZONTAL 30 5 0 5 10 SCALE FEET VERTICAL 25 a 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 1000 STATION 1035+00 Y j J 3 ; c5 < o z m I 1 I 1 I i i ii r—�\ i 21 iii 2x i 1 II I I i / \ i — — — — — — — — — — — J — — — — — / \ j 5 a $ a FEDAID:STPUL-1276(004) HPP-1276(005) �) BergerABAM <0! HANSON RI CALL HOURS E BEFORE YOU DIG 333019thAvenue5outh,Suite300 N J 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 931-2250 N0. RAWINGS 7/31 /2'014 AS SHOWN `- --'»' CITY OF RENTON e... wR Public Works Deportment SILLoa ru '°i�'�' —I DATUM Approved For Construction REVISION BY DATE APPR i+ Robert M. Hanson P.E. Dote R-3693142 STRANDER BOULEVARD EXTENSION PHASE II 12/05/2011 BNSF SHOOFLY -CROSS SECTIONS SHEET 10 RR-19 °`r` 1 53'231 k< X 3 ; O p o: zcli a m W 11Z m 1 I � ! I \ i 100 90 80 70 60 50 40 30 20 55 10 15 b 15 10 0 1D 20 30 40 50 60 70 80 90 100 STATION 1038+00 3 _ 3 0 0 Z 4. LZ I i i I / \ i ! \ i / \ i — — — ------ — — — — -1— 15 10 10 0 10 20 SCALE FEET HORIZONTAL 15 5 0 5 10 SCALE FEET VERTICAL !o 15 100 90 80 70 60 50 40 30 20 10 0 10 20 30 40 50 60 70 80 90 100 STATION 1037+00 'E FEDAID:STPUL-1276(004) .e1M1 s HPP-1276(005) ') BergerABAM �r RECORD DRAWINGS 7/31/2014 SLLASSHOWN CITY OF ' CALL E HOURS �/ <�,# HANSOM RENTOnt d 33301 9t11 Avenue South, Suite 300 DATUM Public Works Department 0 BEFORE YOU DIG Federal Way, Washington 98003-2600 su Approved For Construction 1-800-424-5555 (206) 431-23DO Fax: (206) 431-2250 NO. REVISION BY DATE APPR ii Robert M. Hanson P.E. Dote R-3693143 STRANDER BOULEVARD EXTENSION PHASE II 12/05/2011 BNSF SHOOFLY -CROSS SECTIONS SHEET 11 7R-20 �`1 54'231 3! 3C 25 20 3 3 O 4 Z Q �F O Z m 1 I 1 x WLi I I 1 Z m I I 1 ! I I � i I / i 1 \ i 1 / i i \ — — — ! / - — ---- ---- --- 15 100 90 80 70 60 50 40 30 20 10 0 10 STATION 1038+61.26 R c FEDAID:STPUL-1276(004) 1 1 1-- *«� HPP-1276(005) BergerABAM RECORD DRAWINGS 7/31/2014 CALL 48 HOURS *) BEFORE YOU DIG 333019thAvenue5outh,Sui[e300 <�► HANSON A' Federal Way, Washington 98003-2600 sLL 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY DATE APPR w 35 10 0 10 20 SCALE FEET HORIZONTAL t5 5 0 5 10 SCALE FEET VERTICAL !o 15 I 20 30 40 50 60 70 80 90 100 _ AS SHOWN : ' ', CITY OF i°""r^"� RENTON Public Works Department Approved For Construction scYar a n. Robert M. Hanson P.E. Date J R-3693144 STRANDER BOULEVARD EXTENSION PHASE II 12/05/2011 BNSF SHOOFLY -CROSS SECTIONS SHEET 12 RR-21 155231 co rn co co O c � a Cc Uj GENERAL (VOTES 1. GENERAL: ALL MATERIAL AND WORKMANSHIP SHALL BE AS PER THE CURRENT A.R-E-M.A- MANUA✓_S FOR RAILWAY ENGINEERING: CHAPTER B CONCRETE STRUCTURES AND FOUNDATIONS. CHAPTER 15 STEEL STRUCTURES. THE BNSF STANDARD CONSTRUCTION SPECIFICATIONS INCLUDED IN THE PROJECT SPECIAL PROVISIONS SUPPLEMENT THE ABOVE A�R.E.M.A. MANUALS AND SHALL GOVERN. WSOOT SPECIFICATIONS SHALL BE FOLLOWED FOR REMAINING ITEMS. 2. STRUCTU E EXCAVA.`(ION AND BACKFILL: ALL STRUCTURE EXCAVATION AND BACKFILL SMALL BE IN ACCORDANCE WITH WSDOT SPECIFICATIONS AND THE SPECIAL PROVISIONS. 3. REINFORCEMENT: STEEL BARS FOR REINFORCEMENT SHALL BE DEFORMED BILLET -STEEL BARS CONFORMING TO THE REQUIREMENTS OF THE CURRENT A.Z.T.M. DESIGNATION: A615, GRADE 60, OR A706 U.N.D. FABRICATION FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH CHAPTER T OF THE CURRENT C.R-S.I. MANUAL OF STANDARD PRACTICE. REINFORCEMENT WIRE BAR SUPPORTS THAT ARE IN CONTACT WITH FORMS SHALL BE CLASS 1. PLASTIC PROTECTED. IN ACCORDANCE WITH CHAPTER 3 OF THE CURRENT C.R.5.1. MANUAL OF STANDARD PRACTICE. 4. CAST_,j1�-PLACE CO C1CRETE: ALL CONCRETE, CONCRETE WORK AND PLACEMENT OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISION. U.N.O. DETAILED FALSEWORK PLANS. IN ACCORDANCE WITH PARAGRAPH 2.11 OF SPECIAL PROVISION 6-U2, ARE REQUIRED AS NECESSARY. ALL E,iPOSED CONCRETE SURFACES SHALL RECEIVE A PIGMENTED SEALER FOR CONCRETE SURFACES IN CONFORMANCE WITH WSDOT SPECIFICATION 6-02.3(14)C AND OF WSDOT COLOR "WASHINGTON GRAY". THE PORTLAND CEMENT USED IN ALL CONCRETE SHALL BE TYPE II OR TYPE IIA. ALL CONCRETE SHALL BE AIR -ENTRAINED CONTAINING NOT LE5 THAN 5 PERCENT NOR MORE THAN 7 PERCENT AIR BY VOLUME. CONCRETE SHALL BE CLASS 40. IN ACCORDANCE WITH SPECIAL PROVISION 6-02. WITH AN ULTIMATE COMPRESSIVE STRENGTH OF NOT LESS THAT 4000 PSI IN 28 DAYS, MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE ONE INCH. THE MINIMUM CONCRETE COVER ON REINFORCEMENT SHALL BE TWO INCHES UNLESS INDICATED OTHERWISE. Eti'POS6D CONCRETE EDGES SHALL BE BEVELED ale. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE A STRUCTURE WITH LIMITED SHRINKAGE CRACKS. THE CONTRACTOR WILL DEVELOP A PROCEDURE THAT, DURING THE PERIOD OF HEAT DISSIPATION FOLLOWING CONCRETE PLACEMENT. THE TEMPERATURE DIFFERENTJAL BETWEEN THE INTERIOR OF THE SECTION AND THE OUTSIDE SURFACE OF THE SECTION COMPLIES WITH THE PROJECT SPECIFICATIONS. THE MAXIMUM TEMPERATURE SHALL BE 160 DEGREES F. PROCEDURES OPEN TO THE CONTRACTOR INCLUDE, BUT ARE NOT LIMITED TO THE FOLLOWING: COOLING COMPONENT MATERIALS PRIOR TO ADDITION OF MIX ADDING ICE TO THE MIX WATER CONTROLLING RAZE OF CONCRETE PLACEMENT USING LOW OR MODERATE HEAT OF HYDRATION CEMENT OTHER ACCEPTABLE METHODS DEVELOPED BY THE CONTRACTOR ALIERNATE DIRECTION AND LOCATION OF HOOKED ENDS FOR "K" BARS. 5. PERVIOUS RACKFIII MATERIAL BEHIND A&TffA 5: PERVIOUS BACKFILL MATERIAL BEHIND ABUTMENTS SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 6. ELLING: PILES SHALL MEET THE MATERIAL REQUIREMENTS OF A.S.T.M. A25E. GRADE 3 AHD SHALL BE DRIVEN IN ACCORDANCE WITH SPECIAL PROVISION 6-05. ALL PILES ARE TO BE DRIVEN WITH CAST STEEL CONICAL PILE POINTS. PIPE PILES SHALL BE DRIVEN IN ACCORDANCE WITH THE DETAILS AND NOTES ON RA-12 AND RA-13. AFTER PILES ARE DRIVEN. THEY SHALL BE CUT OFF AT THE PROPER ELEVATION. THE SPECIFIED SHEAR STUDS SHALL THEN BE WELDED TO THE PILE AT EVEN SPACING 1N ACCORDANCE WITH THE DETAILS ON RA-s3, THE DESIGNATED REINFORCING CAGE SHALL BE CENTERED IN EACH PILE. EACH PILE SHALL THEN BE FILLED WITH WSDOT CLASS 4000? CONCRETE HAVING AN ULTIMATE COMPRESSIVE STRENGTH HOT LESS THAN 4000 P.S.I. IN 28 DAYS. 7. DAHPPROOFING: THE BACK FACE OF THE ABUTMENT STEMS, 9ACKWALLS. AND WINGWALLS SHALL BE DAMPPROOFED iN ACCORDANCE WITH THE SPECIAL PROVISIONS, 8. ELASTOMERIC BEARING PADS: ELASTOMERIC BEARING PADS SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 9, HANDRAIL: HANDRAIL PANELS ON WALKWAYS ;HALL BE ERECTED PLUMB AND 1N LINE. 10. REPAIR OF DAMAGED -GALVANIZED SURFACES: DAMAGED GALVANIZED SURFACES SHALL BE THORUUGHLY CLEANED TO REMOVE ALL CONTAMINANTS INCLUDING WELD SLAG. WELD SPATTER AND RUST AND SHALL THEN BE PAINTED WITH TWO COATS OF ZINC DUST - ZINC OXIDE, TYPE 1, LINSEED OIL PAINT MEETING FEDERAL SPECIFICATION TT-P-641. IT. UOIH7 WATERPROOFING: THE CONSTRUCTION JOINF BEfWEEN EACH FOOTING AND STEM SHALL BE WATERPROOFED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. 12. BRIDGE DECK WAIFRPRODFINC_ SEE SHEET RA-43 AND RA-44 FOR WATERPROOFING DETAILS AND NOTES. 13. 0,vJ ?L61E-j-. THE DECK PLATES SHALL BE ADJUSTED AS NECESSARY TO INSURE THE PLATES FIT TIGHT AGAINST THE BEAMS AND CURBS. 14. STRUCTURAL STEEL: ALL MATERIALS, FABRICATION, AND ERECTION SHALL BE 1N ACCORDANCE WITH CHAPTER 15 OF THE CURRENT A.R.E.M.A. MANUAL FOR RAILWAY ENGINEERING AND THE SPECIAL PROVISIONS. ALL WELDING OPERATION PROCESSES. EQUIPMENT, MATERIAL. OUALIFICATIONS OF WELDERS, WORKMANSHIP. TESTING AND INSPECTION SHALL BE IN ACCORDANCE WITH THE CURRENT A.R.E.M.A. MANUAL AND CURRENT AWS STOUCTUR% WELDING CODE 61.5. ALL WELD MLIAL MUST BE EQUIVALENT TO OR STRONGER THAN THE BASE METAL IN STRENGTH AND APPEARANCE. FIELD WELDING OF CONSTRUCTION ACCESSORIES TO THE BEAMS WILL NOT BE PERMITTED. ALL HOP AND FIELD WE DING SHALL BE EITHER SMAW OR SAW UNLESS APPROVED BY THE ENGINEER. A6o-I'I f tCA I V 4c)- i ALL SHOP DRAWINGS SHALL BE CHECKED BY THE FABRICATOR BEFORE SUBMITTING THEM FOR APPROVAL. DRAWINGS SHALL INCLUDE A BORDER WTTH TITLE BLOCK REFERENCING THE PROJECT. THESE DRAWINGS SHALL BECOME THE PROPERTY OF, AND SHALL BE DELIVERED TO THE CITY OF RENTON UPON COMPLETIDN OF THE CONTRACT, _SagM Aj-1 ALS p q 1 04 L 2- DURING THE PREPARATION OF SHOP DRAWINGS, THE FABRICATOR SHALL CHECK ALL GENERAL DIMENSIONS OF THE STEEL WORK AND SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER FOR REVISION AND CORRECTION BEFORE FABRICATION 1S BEGUN. NO ALLOWANCE WILL BE MADE TO THE FABRICATOR FOR MATERIAL FABRICATED TO INCORRECT DIMENSIONS NOT 50 REPORTED. STRUCTURAL STEEL FABRICATORS SHALL BE CERTIFIED UNDER THE AISC DUALITY CERTIFICATION PROGRAM FOR "MAJOR STEEL BRIDGES", OR ANOTHER SUITABLE PROGRAM AS DETERMINED BY THE ENGINEER. ALL STRUCTURAL STEEL STALL CONFORM TO ASTM A709. GRADE 50, UNLESS NOTED OTHERWISE. ZONE 2 CONDITIONS CONTROL FOR CHARPY V-NOTCH TESTING (CVN). BEAMS AND BEARING STIFFENERS SHALL BE TESTED {CVNi ZONE 2, ACCORDING TO A.R.E.M.A. TABLE 15-1-2. ZONE 2. H FREQUENCY IN ACCURDANCE WITH ASTM A673. BALLAST PLATE. DIAPHRAGMS AND OTHER SECONDARY MEMBER SHALL BE EXEMPT FROM IMPACT TEST REQUIREMENTS. FASTENERS SHALL BE ASTM A325 SLIP CRITICAL CLASS A HEAVY HE! HIGH STRENGTHi BOLTS. TYPE 1. BOLTS 7/8" OIA., OPEN HOLES 15/16' DIA. UNLESS OTHERWISE NOTED. BOLTED CONNECTIONS SHALL USE ASTM A563. GRADE C3. HEAVY ILEX NUTS AND ASTM F436 HARDENED STEEL WASHERS FOR HIGH STRENGTH BOLTS UNDER THE TURNED ELEMENT. HIGH STRENGTH BOLTS SHALL BE TIGHTENED BY THE "TURN-DF-NUT" METHOD TO OBTAIN PROPER BOLT TENSION. BEARING PLATES ARE TO BE FLAT AND LEVEL AFTER WELDING. TI+E TOP SURFACE OF THE BEAMS SHALL BE ADJUSTED TO FORM A STRAIGHT LINE AT ANY FRANVERSF SECTION THROUGHOUT THE SPAN, TOLERANCE IS PLUS OR MINUS I"e". f� F l_ 000 ge SPANS SHALL BE FULLY :HOP ASSEMBLED TO ASSURE ACCURATE FIT. DISASSEMBLE AS REQUIRED FOR SHIPPING. ALL REENTRANT CUTS TO BE FILLETED TO A MINIMUM 3/4" RADIUS. UNLES. OTHERWISE SHOWN. ALL CORNER CLIPS TO BE 1" X I". UNLESS OTHERWISE SHOWN. ALL HOLES THROUGH MAIN STRUCTURAL MEMBERS ARE TO BE DRILLED FULL. SIZE OR SUBURILLED 1/4" LESS AND REAMED TO FULL SIZE. FABRICATOR IS TO SHOW WELD CONFIGURATION AND JOINT PREPARATION ON ALL DETAIL DRAWINGS - FABRICATE SPANS WITH NATURAL BEAM CAMBER UP. SEE SHEET RA-39 FOR ESTIMATED LIFTING WEIGHTS. 15. PAINTING OF ST.iI1CfURAL STEEL: ALL STRUCTURAL STEEL SHALL BE CLEANED AND PAINTED IN ACCORDANCE WITH WSOOT SPECIFICATION 6-07 AND 9-09 WITH THE FOLLOWING THREE COAT SYSTEM: PRIME COAT_ INORGANIC ZINC -RICH PRIMER (9-OB.1I21C! INTERMEDIATE COAT: MOISTURE -CURED POLYURETHANE 19-08.1(2)GY TOP COAT: MOISTURE -CURED POLYURETHANE 19-08.1(21H) THE INSIDE FACE OF BALLAST CURBS. THE TOP OF THE BALLAST PLATE. AND THE TEMPORARY BALLAST RETAINER SYSTEM SHALL NOT BE PAINTED. ALL SURFACES. EXCEPT FOR THOSE NOTED, SHALL BE PAINTED WITH THE PRIME COAT. LAYING SURFACES AND SURFACES THAT WILL BE FIELD WELDED SHALL BE MASKED OFF OR COVERED DURING THE INTERMEDIATE AND TOP COATS. CONNECTIONS AND FIELD WELDED LOCATIONS SHALL RECEIVE THE INTERMEDIATE AND TOP COATS AFTER THE BRIDGE IS ERECTED, THE TOP COAT SHALL BE WSOOT COLOR "WASHINGTON GRAY" AND MATCH THE PIGMENTED SEALER FOR COATING OF THE CONCRETE SURFACES PER WSDOT SPECIFICATION 9-08.3. 16, OEWAERINfiREMREMENTS; SEE SHEET RA-12. 1T. SHORINGZRRJylIjj LIMITS: ALL TEMPORARY TIEBACKS AND SHEET PILES TO BE REMOVED TO A MINIMUM OF 3'-0" BELOW BASE OF RAIL OR FINISHED GRADE, WHICHEVER IS LOWER. REMAINDER OF TEW09ARY SHORING MATERIAL. TIEBACKS, AND TIE RODS, TO REMAIN U.N,O. LIST OF SHEETS: RA-01. GENERAL NOTE5 AND LIST OF SHEETS RA-31. FRAMING PLAN - SPAN 2 (MAIN 3) RA-02. GENERAL PLAN RA-32. FRAMING PLAN SPAN 1 IMA[N 1 6 2) RA-O3. ELEVATION AND TYPICAL SECTION RA-33. FRAµINC PLAN - SPAN 2 IMAIN 1 6 21 RA-Q4. TEMPORARY SHEET PILE NOTES RA-34. FRAMING DETAILS (MAIN 3y RA-05. TEMPORARY SHORING PLAN - STAGE I RA-35. FRAMING DETAILS (MAIN 1 3 2) RA-06. TEMPORARY SHORING ELEVATION - STAGE I RA-36. BALLAST PAN PLAN RA-07. SHORING PLAN - STAGE 11 RA-37. BALLAST PAN DETAILS RA-08. SHORING ELEVATION - STAGE 1T RA-38. BEARING DETAILS RA-09. TEMPORARY GROUND ANCHOR DETAILS RA-B. MISCELLANEOUS STEEL DETAILS {1 OF 21 RA-10. WATER DETAILS RA-40- MISCELLANEOUS STEEL OETAILS 12 OF 21 RA-11. SHORING AND TIEBACK LIMITS RA-41. HANDRAIL PANEL DETAILS (I OF 21 HA-12. PILE LAYOUT PLAN AND FOOTING REINFORCEMENT RA-A2. HANDRAIL PANEL DETAILS (2 OF 2) RA-13. PILE DEIAILS RA-43. BRIDGE DECK WATERPROOFING DETAILS (1 OF 2) RA-14. BEARING ELEVATIONS T RA-44. BRIDGE DECK WATERPROOFING DETAILS 12 OF 21 RA-15. TYPICAL SECTION RA-45. WALER DETAIL-, INORTH 8 SOUTH TEMPORARY WALLS ONLY) RA-16. ELEVATION - ABUTMENT 01 (STAGE II LEGEND RA-11. ELEVATION - ABUTMENT 111 {STAGE III TIT = TOP OF TIE RA-1°. PLAN - ABUTMENT #1 RY = RAILWAY F.S. = FAR SIDE RA-19. ELEVATION - ABUTMENT #3 ISTAGE 1) H.S. = NEAR SIDE RA-20. ELEVATION - ABUTMENT #3 (STAGE 111 B.S. = BOTH SIDES U.N.O. = UNLESS NOTED OTHERWISE RA-21. PLAN - ABUTMENT 43 cts. = CENTERS E.F. = EACH FACE RA-22. STAGE LINE WALLS Af ABUTMENTS F.F. = FRONT FACE B.F. = BACK FACE RA-?3. ELEVATION - PIER #L (STAGE IT O.F. = OUTSIDE FACE RA-24. ELEVATION - PIER +:2 ISTAGE 111 T. = TOP R. = BOTTOM RA-25. PLAN - PIER 92 E. = EXPANSION BEARING F. = FIXED BEARING RA-26. ABUTMENT AND PIER SECTIONS E.E. = EACH LND G.E. = GROUND ANCHOR ELEVATION AT WALL RA-27. MISCELLANEOUS FOUNDATION DETAILS F.L. = FLOW LINE RA-28. FOUNDATION REINFORCEMENT TABLES W.P. = WORK POINT I.O. = INSIDE DIAMETER RA-29. FOUNDATION ESTIMATED QUANTITIES F.D. = FIBER OPTIC ± = APPROXIMATE DIMENSION, SUBJECT TO CHANGE RA-30. FRAMING PLAN - SPAN 1 (MAIN 31 REFERENCES BNSF STANDAODS PLAN NO. 0000-11902-094 PLAN NO. 0000-17902-095 DESIGN DATA 2010 A.R.E.M.A. DESIGN SPECIFICATIONS LOADING: COOPER E 80 W/ DIESEL IMPACT AND A.R.E.M.A. CHAPTER 15 ALTERNATIVE LIVE LOAD. ATTENTION !_!_ - UTILITY NOTE THE IMPLIED PRESENCE OR ABSENCE BP UTILITIES 15 NOT TO HE CONSTRUED BY OWNER. ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY HOT EXIST ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND UTILITY LOCATION. imwifICATIUN. AND MARKING ARE THE SOLE RE5PMIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION. PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED AMONG THE CONTRACTOR. UTILITY COMPANY, AND OWNER. SITE SAFETY. INCLUDING THE AVOIDANCE OF HAZARDS, ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. BNSF/DDT CROSSING NUMBER 929044V R - 3 6 93 1 46 rEDAID: STFUL-1279 004) HPP-1276(DD5) �� IiergerABAM 333DI 9Mh Avenue South, Suite 300 Peed way, Washington 981103-2600 {2a6} 431-23D0 Fax: [206) ""_:So HANSOM (Copyright Ho .an Proteuiml Ser.km NC. 2011 fEMPDRARY RETAINING WALLS CONTRACTOR ,� :EQUENCE PREFERENCE TJH 6-24- MAF 2013 ".5 SHOWN Np1®RW 1°'O'° °A1uM' CITY OF 8 RENTON Puhiic woks D�part�e�t Approved For Conatr�ction Rghart M. Hgmon P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A BNSF BRIDGE NO. L.S.0051 GENERAL NOTES AND LIST OF SHEETS 6/24/13 CAI 4s HOURS BEFORE YOU DIG 1-$QQ-424-5555 RECORD DRAWINGS 7/31/2014 Hxc °""�°P ry RA- al p � �--{ . �� NO. RE BY PAY£ APPR i - 1 57 231 rn To Tocomo cCe) MY South) 0 Q BNSF R.O.WLU . _BFO—BFO— FO FO C 4 6 1 m O -� N o � BFO BF'0 8F0 o + m � n m j m y1 N ' m Q. 3 FO F0 +I BFO BFO BFO BFO BF-O BFO BFO BFO BFO BFO BFO BFO FO FO �o Proposed Permonent Sheet Pile Shoring w/ Tiebacks N IStage II) _ _ _ _ — _ _ _ _ _ _ _ _ _ _ 1 111' ------------------ 10 yQ 0 _ f +I I _ _ 1 FO FO FO FO i i Construction "S-line" Proposed PeSheet Pile Shoringng w/w/ Tiebacks (Stage II) S-line Sto. 18+13.56 = Sto. 'BNSF MT1" 1028+79.08 BFO BFO BFO —�-}� BFO FO FO Fiber Optic Lines. Typ. -_---- 11:1 --L. p 1111 r -_ - _ _ _ - .. _ L.. T' ---- ------- ----------- -- - - -- - ---- - --- _ ,. - -- r i 0 t L To Seottle MY North) NSF R.0•W. ._.__. _wy.__.._--_.__..—.._.._.._.._ to BFO 8F0 BFO N — FO .n ll an a 1 r V IN m T T 0 N O U l Ia m f OI FO FO FO 4 7 FO FO F0; ' n i ' —T T T T T T I T T T _ T T T T T I Ji BNSF R.O.W. ' ---------------------------------------1--------------------------------------------------------- --' BNSF R.O.W. See Sheet SW-13 for P Wingwoll Details E O ID O O � L � i1 i °�0 ' ♦� W� 5° o m 1 Span 2 Span 1 / o OP 0 OP an Abut. #3 OP OP Pier #2 OP OP Abut. #1 OP OP ' m Sto. "BNSF MT1" 1028+40.10 Sto. "BNSF MT1" 1028+81.85 Sto. "BNSF MT1" 1029+36.60 a ; T/T Elev. 33.58 T/T Elev. 33.61 T/T Elev. 33.64 U si r I 100'-6" Face-to-Foce of Parapets -New Bridge -- °JEP I I PLAN s N 8 0 8 16 scale feet R-3693147 a FEDAID: STPUL-1276(004) HPP-1276(005) AS SHOWN ""^� ^' ; CITY OF STRANDER BOULEVARD EXTENSION 12/05/11 a BergerABAM . CALL 48 HOURS �� <01 HANSON RECORD DRAWINGS 7/31 /2014 ""G RENTON PHASE 1, SEGMENT ry a s" cDP Public Works Deportment 33301 9th Avenue South, Suite 300 G'.7UM A n ed For Construction BEFORE YOU DIG I� cp BNSF BRIDGE N0.11.07 L.S. 0051 RA—�2 Federal Way, Washington 98003-2600 OCopynght Hanson Professional Servl:es Inc. 2011 ,,,,. GENERAL PLAN 1-800-424-5555 (206) 431-230D Fax: (206) 431-2250 N0, RE ISION BY DATE APPR MAF sc r mew. Robert M. Hanson P.E. Date 1 58'231 rn (m M O W F- To Tacoma MY South) Face of Parapet 2„ HP11.07-1 (N.S.) HP11.07-IA (F.S.) Fnra-+n-Fnrp of Pnrnna+s - Npw Rririnp To Seottle MY North) Face of 2„ Parapet 43'-5" 56'-5" End of Beam HP11.07-3 (N.S.) 4 HP11.07-6 (N.S.) End of Beom HP11.07-3A (F.S.) End of Beam HP11.07-6A (F.S.) HP11.07-2 1N,5.1 HP11.07-4 (N.S.) HP11.07-5 (N.S.1 HP11.07-7 IN.S.) HP11.07-6 fN.S.) HP11.07-2A 1F.5.) HP11.07-4A (F.S. 1 HP11.07-5A (F.5.1 HP11.07-7A (F.S.) HP11.07-6A (F.S.) Main 1 Main 2 ¢ Main 2 Shoofly Shoofly 17'-1" Min. Main 1 i 14'-358' 18'-0" HP11,07-8 (N.S.) HP11.07-BA IF.S. ) V-71,e' T/Tie (+0.067 Grade) KP11.07-3 IF.S.1 t" n KP11.07-6 IF.S.1 KP11.07-4 (N.S.) --- E KP11.07-1 (B.S.) KP11.07-4 IFS.1 F F KP11,07-5 (F.S.) KP11.07-2 (B.S. 1 E KP11.07-5 IN,S,1 i TYP. U.N.O. KP11.07-3 (N:S.) KP11.07-6 IN.S.) TYP. U.N.O. 32' -614' C I ear 4 7' -53,4' C I ear l i i ' I I � ll evxposac for shall i a. i pe aep i gmentedesealer 20" Did. casing for pp ; (Ty ,) p I eD concrete surfaces in conformance with O 12" Did. stormdroin O O WSDOT specification 6-02.3(14)C and WSDOT "Washington Gray", Typ. pipe. see Drainage Plans for details of color ELEVATION (Looking RY West) Main 1 E 2 Bridge Future Main Main 1 i � Main 2 14'-35r8"± 7' -11% " 18'-0" Main 3 TYPICAL SECTION - (STAGE I) (Looking Ry North) Main 3 a or See RA-39. RA-40 & RA-41 for KP and HP Details. R -3693 1 48 FED'JD: STPUL-127f;004) HPP-1z76(oos) i BergerABAM �� 333019thAvenue5outh,Suite3D0 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 HANSON C Co ht Hanson Professiaml Services Inc. 2011 P9riq ° As sr+owN ,�, DnTUM CITY OF ':R� RENTON Public Wxks Department Approved For Construction Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSFBRIDGEN0.11.07 LS.0051 ELEVATION AND TYPICAL SECTION 2/05/ 1 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWINGS 7/31/2014 i+Nc wwcw "cop man .us pl� SCtlL w.�r w RA - 03 N0. REVISION BY DATE APPR w uAr 1 59 p231 CIO SHEET PILE NOTES: CT) CD 1. SHEET PILES SHALL BE HOT -ROLLED SECTIONS AND CONFORM TO THE REQUIREMENTS OF ASTM A572 GR 50 OR CY) APPROVED EQUAL. COLD FORMED SHEET PILE SECTIONS WILL NOT BE CONSIDERED FOR THIS PROJECT. O 't 2. THE SHEET PILING SHALL BE NEW MATERIAL. IDENTIFIABLE. IN GOOD CONDITION FREE OF BENDS AND OTHER STRUCTURAL DEFECTS. THE INTERLOCKS MUST BE FREE SLIDING, PROVIDE A SWING ANGLE SUITABLE FOR THE 6 INTENDED INSTALLATION. BUT NOT LESS THAN 6 DEGREES WHEN INTERLOCKED. THE SHEETS SHALL MAINTAIN W CONTINUOUS INTERLOCKING WHEN INSTALLED THROUGHOUT THEIR ENTIRE LENGTH. 3. SHEET PILES SHALL BE SHOP FABRICATED SUCH THAT NO FIELD WELDING 15 REQUIRED. SHEET PILES SHALL BE SUPPLIED AND DRIVEN WITHOUT SPLICES. 4. ALL SHEET PILE SHALL BE PZ 40 SHEET PILING WITH S = 61.3 IN.3/FT AND 1 = 502.7 IN.4/FT. OR PZC 37 SHEET PILING WITH 5 = 68.5 IN.3/FT. AND I = 719.6 IN.4/FT., OR PZC39 SHEET PILING WITH S = 72.3 IN-3/FT. AND I = 762.1 IN-4/FT. OR APPROVED EQUAL. THE CONTRACTOR SHALL FURNISH A COPY OF THE PUBLISHED SHEET PILE SECTION PROPERTIES TO THE OWNER FOR VERIFICATION PURPOSES. THE OWNER'S APPROVAL WILL BE REQUIRED PRIOR TO DRIVING ANY SHEETING. ALL DRIVEN SHEETING NOT APPROVED BY THE OWNER SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE. 5. COMPLETE DESCRIPTIONS OF DRIVING EQUIPMENT INCLUDING HAMMERS. EXTRACTORS. PROTECTION CAPS AND OTHER INSTALLATION APPURTENANCES SHALL BE SUBMITTED FOR APPROVAL PRIOR TO THE COMMENCEMENT OF WORK. 6. THE CONTRACTOR SHALL SUBMIT TO THE OWNER A COMPLETE AND ACCURATE RECORD OF EACH DRIVEN SHEET PILE. WITHIN 3 DAYS OF COMPLETION OF DRIVING. THE RECORD SHALL INDICATE THE SHEET PILE LOCATION. DRIVEN LENGTH, EMBEDDED LENGTH. FINAL ELEVATIONS OF TIP AND TOP, PILE WEIGHT AND THE TOTAL DRIVING TIME. THE CONTRACTOR SHALL ALSO PROVIDE THE BLOWS REQUIRED FOR EACH FOOT OF THE FINAL 5 FEET OF PENETRATION FOR SHEET PILE INSTALLED WITH AN IMPACT DRIVING HAMMER. OR THE INSTALLATION RATE FOR EACH FOOT OF THE FINAL 5 FEET OF PENETRATION FOR SHEET PILE INSTALLED WITH A VIBRATORY HAMMER, THE RECORD SHALL ALSO INCLUDE A DESCRIPTION OF THE DRIVING EOUIPMENT USED. THE RATE OF OPERATION, AND THE TYPE OF PROTECTION CAP AS APPLICABLE. ANY UNUSUAL CONDITIONS ENCOUNTERED DURING PILE INSTALLLATION SHALL BE RECORDED AND IMMEDIATELY REPORTED TO THE OWNER. THE REQUIRED INFORMATION SHALL BE PROVIDED ON A SUMMARY FORM FOR EACH PIECE OF SHEETING. 7. SHEET PILES TO BE STORED SHALL BE PLACED ON SKIDS ABOVE GROUND AND A SUFFICIENT NUMBER USED TO PREVENT VISIBLE DEFLECTION IN THE STORED SHEETING. SHEET PILES SHALL BE KEPT CLEAN AND FULLY DRAINED AT ALL TIMES. THE METHOD OF HANDLING SHALL BE SUCH THAT NO DAMAGE WILL RESULT TO THE SHEET PILES. 8. SHEET PILES SHALL BE DRIVEN WITH STEAM. AIR. OR DIESEL POWERED HAMMERS APPROVED BY THE OWNER PRIOR TO USE. THE USE OF DROP HAMMERS WILL NOT BE PERMITTED. THE WEIGHT OF THE RAM OF THE HAMMER SHALL NOT EXCEED 7000 LB. UNLESS APPROVED IN WRITING BY THE OWNER. THE HAMMER TO BE USED SHALL HAVE THE APPROVAL OF THE OWNER, STEEL SHEET PILES MAY BE DRIVEN WITH VIBRATORY HAMMERS UNDER CONDITIONS APPROVED BY THE OWNER. 9. THE HAMMER SHALL BE OPERATED AT ALL TIMES AT PRESSURES AND SPEEDS RECOMMENDED BY THE MANUFACTURER. IF STEAM OR AIR HAMMERS ARE USED. BOILER OR AIR COMPRESSOR CAPACITY SHALL BE ADEQUATE TO MAINTAIN FULL RATED PRESSURE THROUGHOUT THE DRIVING PERIOD OF ANY PILE. THE BOILER OR AIR COMPRESSOR SHALL BE EQUIPPED WITH AN ACCURATE PRESSURE GAGE AT ALL TIMES. 10. PILE DRIVERS SHALL BE EQUIPPED WITH LEADS WHICH ARE CONSTRUCTED IN SUCH A MANNER AS TD AFFORD FREEDOM OF MOVEMENT OF THE HAMMER AND TO PROVIDE ADEQUATE SUPPORT OF THE PILE DURING DRIVING. THE LONGITUDINAL AXIS OF THE LEADS AND HAMMER SHALL COINCIDE WITH THE LONGITUDINAL AXIS OF THE PILE. THE LEADS SHALL BE LONG ENOUGH SO THAT A FOLLOWER WILL NOT BE NECESSARY. 11. SHEET PILES SHALL BE DRIVEN TO SATISFY THE FOLLOWING TOLERANCES: A. THE CENTERLINE OF THE SHEET PILE SHALL BE WITHIN 11•2 IN, OF PLAN LOCATION AND 1 IN. OFFSET AT THE TOP OF THE PILE. B. THE OUT OF VERTICAL PLUMBNESS OF THE SHEET PILE SHALL NOT EXCEED 1.0 PERCENT. C. THE TOP OF THE SHEET PILE SHALL BE A MIN. OF 6 1N. ABOVE THE RETAINED SOIL ELEVATION. D. ALL SHEET PILES SHALL BE DRIVEN TO A PENETRATION SATISFACTORY TO THE OWNER. 12. STEEL SHEET PILES SHALL BE DRIVEN WITH A DRIVING HEAD COMPATIBLE WITH THE SPECIFIC PILE SHAPE DRIVEN. CARE SHALL BE EXERCISED TO AVOID DAMAGE TO SHEET PILES FROM OVERDRIVING. ANY SHEET PILE a THAT 15 DAMAGED TO THE EXTENT THAT, IN THE OPINION OF THE OWNER. IT WILL NOT PERFORM ITS DESIGN FUNCTION OR ANY SHEET PILE THAT 15 DRIVEN OFF LOCATION OR ALIGNMENT BEYOND THE ALLOWABLE TOLERANCES SHALL BE PULLED. SPLICING OF SHEET PILES WILL NOT BE PERMITTED. IF THE DEFECTIVE PILE CONDITION IS DUE TO CONTRACTOR'S NEGLIGENCE. THE COST OF REPLACEMENT AND REDRIVING SHALL BE BORNE BY THE 3 CONTRACTOR. 13. SHEET PILES SHALL BE CUT OFF, WITH A CUTTING TORCH, OR BY OTHER ACCEPTABLE METHODS, TO THE ELEVATION SHOWN ON THE PLANS OR ESTABLISHED BY THE OWNER. ALL HOLES IN SHEET PILING FOR GROUND ANCHOR m INSTALLATION MAY BE DRILLED OR TORCHED. HOLES IN BEARING PLATES MUST BE DRILLED AND REAMED TO THE SPECIFIED DIAMETER. 14. NO SHEET PILING SHALL PROTRUDE ABOVE THE TOP OF RAIL IN ANY LOCATION WHERE IT IS WITHIN TEN FEET OF E THE CENTER LINE OF AN ACTIVE TRACK. s m 15. THE CONTRACTOR SHALL VERIFY ALL LOCATIONS OF UNDERGROUND AND ABOVE GROUND UTILITIES BEFORE a, DRIVING SHEET PILING, s 16. ALL SPECIALTY SHEETING SECTIONS OR CONNECTORS REQUIRED AS A RESULT OF A KINKED SHEETING ALIGNMENT ARE CONSIDERED INCIDENTAL TO THE COST OF THE SHEETING. 0 m' 17. SURVEY READINGS SHALL BE TAKEN OF THE DRIVEN SHEET PILES IN ACCORDANCE WITH THE REQUIREMENTS 3 OF THE GROUND ANCHORS SPECIFICATIONS AND NOTES. 18 AFTER THE SHEET PI E IS RI E T Main 2 Shoofly 10'-0" Min. 5u�-la/ L7SL Walkway and Safety Railing Proposed Temporary Sheet Pile Shoring w/ Tiebacks Proposed Temporary Sheet Pile Shoring w/ Tiebacks Bottom of excavation SECTION A -A (Stage I excavation) Temporary Walkway and Safety Roiling by Contractor Temporary Bracket and Walkway System to be contractor provided. Bottom of excavation Safety Roiling, Typ. Main 2 NOTES; CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF A WALKWAY AND RAILING SYSTEM ALONG THE TRACK SIDE OF THE EXCAVATION. AND DESIGN AND INSTALLATION OF A RAILING/PROTECTIVE FENCE ALONG THE EXCAVATION PERIMETER. THE WALKWAY, RAILING. AND PROTECTVE FENCING SYSTEM SHALL BE INSTALLED AND MAINTAINED PER OSHA, FRA. AREMA AND BNSF REQUIREMENTS. HANDRAIL, WALKWAY, AND PROTECTIVE FENCE. AS REQUIRED. REMAINS THE RESPONSIBILITY OF THE CONTRACTOR. TEMPORARY WALKWAY SYSTEM AND BRACKETS TO BE PROVIDED DURING STAGE 11 SHALL BE DESIGNED BY THE CONTRACTOR. APPROPRIATE DETAILS AND CALCULATIONS SHALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THE TEMPORARY WALKWAY SYSTEM. SEE SHEET RA-11 FOR SECTION CUT LOCATIONS. It Main 3 I Construction L D V N 0 ITS FINAL LOCATION. NO EXCAVATION IN FRONT OF THE WALL SHALL = BE MADE IN EXCESS OF V-6" BELOW THE GROUND ANCHOR HOLE LOCATION IN THE SHEET PILE UNTIL THE LL GROUND ANCHOR. WALERS. ETC. HAVE BEEN INSTALLED, TESTED, AND APPROVED. 19. ALL TEMPORARY TIEBACKS AND SHEET PILES SHALL BE REMOVED TO A MINIMUM OF 3'-0" BELOW BASE OF RAIL OR FINISHED GRADE. WHICHEVER IS LOWER. REMAINDER OF SHORING MATERIAL, TIEBACKS. AND TIE RODS, CAN REMAIN U.N.O. SECTION B-B 20. THE EXTERIOR SURFACE OF THE PERMANENT SHEET PILING, WALERS, AND OTHER NON -WEATHERING STEEL o SHALL BE PAINTED WITH COLOR "WASHINGTON GRAY". IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION (Stage II excavation) ii 6-07. R-3693149 FEDAID: STPUL-1276(004) p HPP-1276(005) BergerABAM �...as SHOWN CITY OF PENTON STRANDER BOULEVARD EXTENSION PHASE I, SEGMENT2A 12/05/11 "" CALL 48 HOURS �/ < ! HANSON RECORD DRAWINGS 7/31/2014 " N BEFORE YOU DIG 333019thAvenueSouth,Suite300 coFI °�N DATUM Public works Department A roved For Construction PP BNSF BRIDGE N0. 11.07 L.S.051 RA-04 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: 431-2250 pCopyrg�t Hanson Professonol Services iM. 20n N0. REVISION BY DATE APPR �" m ° SHEET PILE NOTES °m (206) ianr Robert M. Hanson P.E. Dote 1 600 231 CA (D M O LU F_ ............................................ _.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.-_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._..__._.._I._.._.._.._.. BNSF R.O.W. To Tocomo MY South) FO FO FO FO FO FO FO FO FO FO FO +1 O U` c_ �O t3+ - � o 0 u, E4' +I m � FO ti — T T^ BNSF R.O.W. OP C � :E L - - - _ - _ - _ _ _ _ - - _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ - - - _ _ _ _ _ _ _ _ _ _ _ _ -0 T N — 3 �8 N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - -\- - - Note 3 -- - --�—T --- - - - - - - T - - - - - - - - T - - - - - - - - -T- - - - - - - - - T - - - - - - - - - T- - - - - - - Note 3 - - T - -- - - - - - T - - - T- -- ------------------------- - i- - . --- - - -- - - 4 o ti --- - - ---"--'- -- -- -- --'-- - --- - - -- - ----------- --- - ----------- --- - - 777777T i NOTES; 4. PILE SUPPORTED RETAINING WALLS NOT SHOWN. 5• STATION CALLOUTS REFERENCE MAIN 1. M T T T T T T T ............................ _..................................................................................... I 1 Teflporory Shoring 6 7 to be designed by Contractor between node 2 and node 5. I I i I -OP OP OP OP OP OP OP C.lOP- 41'-9" 54'-9" Span 2 Span 1 Abut. #3 Pier #2 Abut. #1 Sta. 102E+40.10 Sta. 1028+81.85 Sta. 1029+36.60 18'-31,2" 100'-6" Face-to-Foce of Parapets -New Bridge 1 18'-31r," 137'-1" iZf�l Jvo3v PLAN �u��E�� 1141 04-3 f?'4hMo /(� 3.1 0 8 16 `Jli�lirLiC C� `F �J r 7i stole feet 0 u` FO a 0 -T T ' T T NSF R.O. W. .._.._.._.._..--.----.._.._.._.._.._.._.._ ............................. Proposed Temporary Sheet Pile Shoring w/ Tiebacks n (Stage I) 5 OP OP NOTES: 1. SHORI OR EXTRA EVATION CLASS A BETWEEN NODE 2 AND NO5 TO BE DESIGNED BY THE CONTRA TOR IN ACCOR ANCE WITH WSDOT STANDARD SPECIFICATION 2-09. 2. ALL TEMPORARY TIEBACKS AND SHEET PILES SHALL BE REMOVED TO A MINIMUM OF 3'-0" BELOW BASE OF RAIL OR FINISHED GRADE. WHICHEVER IS LOWER. REMAINDER OF TEMPORARY SHORING MATERIAL. TIEBACKS, AND TIE RODS, TO REMAIN U.N.O. 3. SHEET PILE TO REMAIN AS REOUIRED FOR RELOCATION OF UTILITIES BEHIND BRIDGE ABUTMENT. MAXIMUM SHEET PILE CANTILEVER RETAINED HEIGHT = 4'-0".9 OX = KEY POINT LOCATION ON UNFOLDED SHORING ELEVATION DRAWING R - 3 693 1 50 FEC.1.0: STPUL-1276(004) HPP-1276(005) �i BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 HANSON C ;op, right Hanson Professional Services Inc. 2011 swnxa ZZ A'- SHOWN .m+rmwsin.n0 DATUM CITY OF UNTON Public Works Department Approved For Construction Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE NO.11.07 L.S.0051 TEMPORARY SHORING PLAN - STAGE I 12/05/11 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 -RECORD DRAWINGS 7/31 /2014 H"G �°- �� CL:' � `u r �R0 a' oa+ AAN RA_05 NO. RE.ISION BY DATE . PPR uAF = 161 231 Temporary Retaining Wall 'A' IBy Contractor) CY) O Ground line at LU Back of Wall T/T Elev. See RA-Oi ao Excavation Line Elev. (-)I . 00 42'-8" Temporary Retaining Wall #1 Elev. 36-00 G.E. = 30. G.E. - 32.50- \ Elev. 33.82--1 134'-63,4" Temporary Retaining Wall W2 Abut. #3 16'-01'4" 102'-6" Bk.-to-Bk. of Abutments New Bridge ............... .... ....... . ... ........... ........... ...... ........ ........................ . ........................ ........... 6 S120. @ 6' -0 36' -0 5 Si2a. @ 6'-0' 30 ' -0 7 - -0" 5'-0" 8 SDCl- 6'-0" = 48'-D" 42'-8" Abut. $11 16,-0"2 E I ev. 33.82 ........ G.E. = 30.57- Ion 7 Spa. @ 5'-6" = 38'-6" ki U-t-LTUUT s Be I ow 3'-0. 3'-0" 3 -03,4" V-- ----- ------ - ------- - --- ------- ----- --- Bottorn of Sheeting Elev. 1-)18.00 SHORING ELEVATION STAGE I NOTES: 1. AFTER THE SHEET PILE IS DRIVEN TO ITS FINAL LOCATION, NO EXCAVATION IN FRONT OF THE WALL SHALL BE MADE IN EXCESS OF 1'-6" BELOW THE GROUND ANCHOR HOLE Temporary Retaining Wall 'B' LOCATION IN THE SHEET PILE UNITL THE GROUND ANCHOR. WALERS, ETC. HAVE BEEN IBy Contractor) INSTALLED. TESTED. AND APPROVED. 134'-63,4" -8 42' Temporary Retaining Wall 'C' j 2. SEVERAL ANCHORS WILL NEED TO BE RELEASED. AND PORTIONS OF WALER BEAM REMOVED, Temporary Retaining Wall #3 (By Contrector) IN ORDER TO CONSTRUCT THE REINFORCED CONCRETE ABUTMENTS AND PIER. ONCE THE CONCRETE FOUNDATION HAS ACHIEVED ADEQUATE STRENGTH, BLOCKING (OR OTHER MEANS Elev. 36.00 FINAL GROUND ANCHOR LOCATIONS SHALL BE PROVIDED AT THE DISCRETION OF THE CONTRACTOR) SHALL BE INSTALLED FULL DEPTH OF THE Elev. 33.82 G.E. = 32.50 i AT LOCATIONS THAT DO NOT EXCEED THE INDICATED FOUNDATION SLAB FOR A MINIMUM OF 10'-0" (MEASURED PARALLEL TO FACE OF Tee RA-02 /T Elev. SPACINGS BY MORE THAN 6". THE ANCHOR LOCATIONS SHEETING) ON BOTH SIDES OF ANCHORS TO BE REMOVED. BLOCKING 15 TO BE C.E.30.57-7,1 -- - - - - - SHALL BE REVISED TO BE LOCATED AWAY FROM PILE INSTALLED SUCH THAT NO MOVEMENT OF THE SHEETING BELOW THE TOP OF THE KNUCKLE LOCATIONS AND TO LIMIT THE AMOUNT OF FOUNDATION SLAB WILL OCCUR AFTER THE ANCHORS INDICATED BELOW ARE RELEASED. SHEETING WEB REMOVAL REQUIRED TO PROVIDE THE NECESSARY HOLES THROUGH THE SHEETING. THE FOLLOWING ANCHORS ARE ANTICIPATED TO INTERFERE WITH THE ABUTMENTS AND PIER: GROUND ANCHORS 14C-16C, 21C. 22C. AND 30C-32C 0 GROUND ANCHORS 148-168, 21B. 22B. AND 308-32B THE GROUND ANCHORS AT LEVEL C (14C-16C. 21C. 22C. AND 30C-32C) SHALL BE It li. I #el 0 0, 1 RELEASED FIRST GROUND ANCHORS AT LEVEL B 114B-16B. 21B. 22B. AND 30B-32B) d, L RELEASED ONLY AFTER GIVEN ABUTMENT OR PIER HAVE BEEN RELEASED. THE SHORING SYSTEM DETAILED IN 35B o T 4 THE PLANS HAS BEEN DESIGNED FOR RELEASE OF ONLY THOSE ANCHORS INDICATED ABOVE. b SHOULD THE CONTRACTOR DESIRE TO RELEASE ANCHORS OTHER THAN THOSE LISTED ABOVE. THE CONTRACTOR SHALL SUBMIT DESIGN CALCULATIONS AND DETAILS FOR APPROVAL PRIOR TO ALTERING THE SHORING SYSTEM DETAILED IN THE PLANS. THE CONTRACTOR SHALL NOT PROCEED WITH MODIFICATIONS TO THE SHORING SYSTEM UNTIL THE ENGINEER HAS 35C PROVIDED APPROVAL. E 3. SHORING OR EXTRA EXCAVATION CLASS A BETWEEN NODE 2 AND NODE 5 TO BE DESIGNED BY THE CONTRACTOR IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 2-09. Excavation Line Elev. (-)1.00 OWNER HAS NOT SECURED RIGHT-OF-WAY To INSTALL GROUND ANCHORS FOR SHORING BETWEEN o NODES 2 TO I OR NODES 6 TO 5 EAST OF THE EASTERN BNSF ROW LINE SHOWN ON THE PLANS. Continued 4. ALL TEMPORARY TIEBACKS AND SHEET PILES SHALL BE REMOVED TO A MINIMUM OF 3'-0" 6'-0' 5'-B" 5 Spa. @ 5'-0" 25'-0' 3, -0' BELOW BASE OF RAIL OR FINISHED GRADE. WHICHEVER IS LOWER. REMAINDER OF TEMPORARY Above Anchor Locations SHORING MATERIAL. TIEBACKS. AND TIE RODS, TO REMAIN U.N.O. 3' -0 CONTRACTOR DESIGNED TEMPORARY SHORING AND GROUND ANCHORS BETWEEN NODES 7 TO 6 SHALL BE REMOVED TO AN ELEVATION BELOW -1.0. ANCHOR DESIGNATION WHERE 'X' 15 THE COLUMN NUMBER ai Bottom of Sheeting AND 'Y' IS THE LEVEL. Elev. (-)18.00 G.E. = GROUND ANCHOR ELEVATION AT WALL SHORING ELEVATION STAGE I (CONT.) F.L. = FOLD LINE 0 WORK WITH SHEETS RA-05. RA-09. AND RA-10. R-3693151 FEDAID: STPUL-1276(004) I -=In- CITY OF STRANDER BOULEVARD EXTENSION 12/05/11 HPP-1276(005) AS SHOWN .4- 1/ a- - RENTON PHASE 1, SEGMENT 2A BergerABAM N RECORD DRAWINGS 7/31/2014 VPT 8 CALL 48 HOURS N�w,;o- <0!HANS0 Public Works Department BEFORE YOU DIG 33301 9th Avenue South, Suite 300 Approved For Construction BNSF BRIDGE NO, 11.07 L.S. 0051 RA-06 Federal Way, Washington 98003-2600 L �11 APPR ANN F - - - TEMPORARY SHORING ELEVATION - STAGE I - -2311 C Copyright Flown Pro!essicnol Smices Inc. 2011 REVISION BY --MAF Robert M. Hanson P.E. Date 162 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 CY) rn (m C'7 O W H LL a To Tacoma MY South) BNSF R.O.W. FO FO FO y C +1 D O p OI N a m � m O z 1 xe � CQ I lj ^ O m N CIL _ O O ', O � O d d 1 � T P O _ I N - y of o +I m T M 1 C O N O o L ` i Stage I Sheet Pile ISee Note 3) 10 ' �' tom+- c - - - - •- -•---• - m T N p M C 8 C � N •O +1 o 1 Fp FO FO — T T T T BNSF R.O.W. -- OP 112' FO FO FO FO FO FO ,��i � I _E3-1--�� ---------_E I -"___ ___ ____________ I _______ __ _ �._.___..___,._________,________________________ ____ .--- ___ ___--- ________ _ ___ .____-•___.. i 6 1 T T I T T T T ---------------------------------------------------------------------------------------------- -- — .._.._.._.._.__..____.__.._.._.__.._.._.._..-._-•._.._.._.._.. _.._.._.._.._..__._.._.._.._......................................................... ..-_.-L._.._.._. ' I IIUII I I i I i I i I I I 41'-9" —op aP 1 54'-9"—OP Spon 2 Spon 1 Abut. u3 ¢ Pier $$2 Sta. 1028+40.10 Sto. 1028+81.85 100'-6" Face -to -Face of Parapets -New Bri NOTES: PL AN 4. PILE SUPPORTED RETAINING WALLS NOT SHOWN. O c 8 0 8 16 5. STATION CALLOUTS REFERENCE MAIN 1. t�" = 1' < scole feet 0 0 $ FEC'.ID: STPUL-1276(004) w� a HPP-127fi (005) ') BergerABAM RECORD DRAWINGS 7/31/2014 ��'"HN. CALL 48 HOURS '� HANSON aa. CDP as BEFORE YOU DIG 333019thAvenueSouth,suite30o w Federal Way, Washington 98003-2600 9 Copyright Hanson Professional Services Inc. 2011 �dN 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 PY 9 NO- RE,+SION BY DATE APPR �aP nl l DATUM nu uuul wu °.am`aen�. To Seottle MY North) JNSF R.O. W. ._.._.._..__._.._.._.._..__._.._.._..__._.__.._.._.__.._.._.._.._.._.._.._..__........................... u, to UI FO FO FO t y N Y L p N L7 t N~ 3 1 � a U y N O L } 0 0 = yC - c G. U a m T an N O C O r? '0 6 - N L e N ao V T T o� a� tage I y Sheet Pile (See Note 3) _ - V) xe y a � O N N FO FO T T T 1 BNSF R.O.W. T NOTES; 1. SHORIN OR EXTRA EXCAVATION CLASS A BETWEEN NODE T AND NODE 11 TO BE DESIGNED BY THE CONTRACTOR IN ACCORDANCE WITH WSOOT STANDARD SPECIFICATION 2-09. Abut. 41 2, ALL TEMPORARY TIEBACKS AND SHEET PILES SHALL Sta. 1029+36.60 BE REMOVED TO A MINIMUM of 3'-0" BE D F L W BASE 0 RAIL OR FINISHED GRADE, WHICHEVER IS LOWER. REMAINDER OF TEMPORARY SHORING MATERIAL. TIEBACKS. AND TIE RODS, TO REMAIN U.N.O. 3. SHEET PILE TO REMAIN AS REOUIRED FOR RELOCATION OF UTILITIES BEHIND BRIDGE ABUTMENT. MAXIMUM SHEET PILE CANTILEVER RETAINED HEIGHT = 4'-0". OX = KEY POINT LOCATION ON UNFOLDED SHORING ELEVATION DRAWING R -3693 1 52 CITY OF STRANDER BOULEVARD EXTENSION 12/05/11 RENTON PHASE 1, SEGMENT 2A Public Works Deportment Approved For Construction BNSF BRIDGE NO.11.07 L.S. 0051 RA-07 . M. Hanson P,E. Date SHORING PLAN - STAGE II —163a'231 22'-1158" lnent Retaining Wall 41 G,E. = 29.50 Ete.. 34.00--� Ground Line at Back of Wall Elev. 32.00 (Max.) 1 Excavation Line Elev. 16'-4 Retaining #1 I �--- Abut. #1 I�/3'-4" 109'-2" Structure ODeni 102'-6" Bk.-to-Bk. of Abutments New Bri Abut. #3 r + r r r r '�... - y. a. _ J..- •J-. - 1- - . - - - - 53a I i 538 -•� ---------- - - --- -- -- - ------ - --- - - --- -- - -------- ----- ----,- (-)1.00 -------- I � I i Anchor Locotions 2 -6 4 Spa. @ 6'-0" = 24'-0" 5'-61, � 5'-0"1 �2 41,2" tSee Note 6) - -- - - Al. Bottom -of -Sheeting Elev. t-)18.00 O O m •ar;es / _LEVEL A_ A Smooth PVC cr Polyethylene t e. 200 or 250 ` /j,A Typ. `eo Bpi.-� ;K -Seal end with taper Typ. �B SHORING ELEVATION - STAGE II * FINAL GROUND ANCHOR LOCATIONS SHALL BE PROVIDED AT LOCATIONS THAT DO NOT EXCEED THE INDICATED SPACINGS BY MORE THAN 6". THE ANCHOR LOCATIONS SHALL BE REVISED TO BE LOCATED AWAY FROM PILE KNUCKLE LOCATIONS AND TO LIMIT THE AMOUNT OF SHEETING WEB REMOVAL REQUIRED TO PROVIDE THE NECESSARY HOLES THROUGH THE SHEETING. ate 6" min. dia. casi th !� !� V C O ogee Cron t Prestressing steel strands with smootl d AnahOr c.._ plastic sheathing Spacer (1,2" minimum height) @ 5' maximum spacing, Typ. �iB Temporary Retaining Permanent wall #2 3 4 I 22' -11 sle ` Retaining Wall #2 G.E. = 30.50 ' I ,_'Elev. 34.00 T/T Elev. (See RA-02) I I 54C 60C i Excavation Line - - Elev. (-)l.00 2'-G" I 3 Spa @ 5'-6" 3 Spa. @ 6'-0" 2'-41,2" 1 (See Note 6) = 16'-6" = 18'-0" Anchor Locations .I I 1 J Bottom of Sheeting �, Elev. (-)18.00 10 it SECTION A -A )Encapsulation cier bond length with Internal grout ,2' dio. smooth prestressing steel it III astic sheathing strands pregrouted inside "1 )7I, Spacer & centralizers - alternating @ 5' moximum spc1ng xternal grout +1 Corrugated ,not in tension) Polyethylene or PVC YeH SEE NOTE 3 SECTION B-B External grout (in tension) Prestressing steel strands �o o- End Cap c NOTES• o Greased and Shoathed Prestressing -,. = D Steel Strands, Typ.->. 1. ALL 0.6" DIAMETER 7-WIRE, LOW RELAXATION 270 ksi PRESTRESSING STEEL STRANDS SHALL BE ASTM A416. Corrugated sheathing and 2. FOR DETAILS OF WALER d BRACKET ASSEMBLY, SEE SHEET RA-10. 'X' internal spacers/centralizers XY = ANCHOR DESIGNATION WHERE IS THE COLUMN NUMBER at 5' maximum spacing, Typ. 3. CONTRACTOR SHALL FURNISH AND INSTALL GROUND ANCHORS MEETING THE REQUIREMENT: FOR AND 'Y' 1S THE LEVEL. _. _LEVEL C DESIGN LOAD, UNBONDED LENGTH. AND LOCK -OFF LOAD SHOWN IN THE GROUND ANCHOR SUMMARY _-_ TABLE. ITEMS INDICATED WITH 3 ASTERISK () SHALL BE DESIGNED OR SELECTED BY THE G.E. = GROUND ANCHOR ELEVATION AT WALL CONTRACTOR. ALL MATERIALS AND WORK SHALL BE IN COMPLIANCE WITH THE PERFORMANCE F.L. = FOLD LINE SPECIFICATION FOR GROUND ANCHORS (SEE SPECIAL PROVISIONS). c„ 4. AFTER THE SHEET PILE 1S DRIVEN TO ITS FINAL LOCATION, NO EXCAVATION 1N FRONT OF WORK WITH SHEETS RA-07, RA-09, AND RA-10. Front Face SEE NOTE 3 THE WALL SHALL BE MADE IN EXCESS OF 1'-6" BELOW THE GROUND ANCHOR HOLE LOCATION IN THE SHEET PILE UNTIL THE GROUND ANCHOR, WALERS, ETC. HAVE BEEN INSTALLED. TESTED, AND APPROVED, PZ 40 Sheet Pile 5. THE PERMANENT PORTION OF THE RETAINING WALLS HAS BEEN DESIGNED FOR A TEMPORARY EXCAVATION DEPTH OF ELEV. -1.0, AND A PERMANENT FRONT FACE GRADE OF ELEV. 14.0 WITH A 3:1 SLOPE TO THE PROPOSED ROADWAY. ALL TIEBACK LEVELS SHALL REMAIN IN PLACE FOR THE PERMANENT PORTION OF THE WALLS. ANY EXCAVATIONS BELOW THE SPECIFIED DEPTH OR PEMANENT CONDITIONS WITH A LOWER FRONT FACE ELEVATION REQUIRE CONTRACTOR DESIGNED 1 WALLS APPROVED BY THE OWNER. LL SHEET PIKE WALL WITH PERMANENT GROUND AIJCHOR SESHOWNTED U�TO3'-O` �FROM A6. DJACONNDFAONCOHDRNE53ALLSOBHER3ANCHOFS T08BE&LOCATM R-3693153 FEDAID: STPUL-1276(004) HPP-1276(005) �i BergerABAMI Q7 ADDENDUM N0. 1 Ao,N/ MAF 7-10— 2013 asom "Hc AS SHOWN wssa"w"w,ti'urm� CITY OF �•" RENTON STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A t2/OS/11 " a CALL 48 HOURS �� `\ti HANSON RECORD DRAWINGS 7/31/2014 �' D A BEFORE YOU DIG 33301 9th Avenue South, suite 30o CDP ° � �,� �rl nu s�,,c 1 DATUM Public Works Department Approved For Construotlor, BNSF BRIDGE N0. 11.07 L.S. 0051 RA-08 w 1-800-424-5555 Federal Way, Washington 98003-2600 206 431-2300 Fax: 206 431-2250 ( ) ( ) /)Copyright Hanson Prolessimol Services Inc. 2011 N0. RE i` ION BY DATE -`,PPR ^^ T� nAr Da c LORD""" Robert M. Hanson P.E. Dote SHORING ELEVATION STAGE 11 —1 64 231 PA PERFORMANCE TEST PROCEDURE 1. THE PERFORMANCE TEST SHALL BE NAVE BY INCREMENTALLY LOADING AND UNLOADING THE GROUND ANCHORS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE. PERFORMANCE TEST SCHEDULE AL 4.500E AL G.25D1_ 0.250L* 0,7501_+ 0.250L 0.50DL AL AL 0.500E 0.150L 0.250L 0.25L 0.750L I.00DL 0.50014 0.50DL I.ODOL 1,200E AL 0.150L 1.200L■ 1.33OLa TEST LOAD 0.25DL 1.000Ls AL REDUCE TO LOCK-GFF LUAU 2. THE ANCHOR MOVEMENTS SHALL BE MEASURED FROM THE INITIAL ALIGNMENT LOAD AND RECORDED TO THE NEAREST .001 INCHES WITH RESPECT TO AN INDEPENDENT FIXED REFERENCE POINT AT THE ALIGNMENT LOAD AND AT EACH INCREMENT OF LOAD. THE ALIGNMENT LOAD 15 A NOMINAL LOAD MAINTAINED ON THE SOIL ANCHOR TO KEEP THE TESTING EQUIPMENT IN POSITION. 3. THE TEST LOAD SHALL BE MONITORED WITH A PRESSURE GAUGE. A REFERENCE GAUGE SHALL BE PLACED IN A SERIES WITH THE PRE55ME GAUGE DURING EACH PERFORMANCE TEST. IF THE REFERENCE PRESSURE GAUGE AND THE PRESSURE GAUGE READINGS DIFFER BY MORE THAN 10 PERCENT: THE JACK, PRESSURE CAUGE. AND REFERENCE GAUGE SHALL BE RECALIaRATED. AT LOAD INCREMENTS OTHER THAN THE MAXIMUM LOAD. THE LOAD SHALL BE HELD JUST LONG ENOUGH TO OBTAIN THE MOVEMENT READING, BUT NO MORE THAN ONE MINUTE. 4. THE PUMP SHALL BE CAPABLE OF APPLYING EACH LOAD INCREMENT IN LESS THAN 60 SECONDS. 5. THE WIMUM TEST LOAD 1N A PERFORMANCE TEST SHALL BE HELD FOR 10 MINUTES. THE ANCHOR MOVEMENT WITH RESPECT TO A FIXED REFERENCE SHALL BE MEASURED AND RECORDED AT 1 MINUTE, 2, 3, 4. 5. 6 AND 10 MINUTES. IF THE ANCHOR MOVEMENT BETNEENI MINUTE AND 10 MINUTES EXCEEDS 0.04 INCHES, THE MAXIMUM TEST LOAD SHALL BE HELD FOR AN ADDITIONAL 50 MINUTES. IF THE LOAD HOLD IS EXTENDED. THE ANCHOR MOVEMENT SHALL BE RECORDED AT 15 MINUTES. 20, 25. 30, 45 AND 60 MINUTES. THE LOAD HOLD 114E SHALL BEGIN WHEN THE PUMP STARTS TO RAISE THE LOAD FROM THE 1.200L LOAD INCREMENT TO THE 1.330E LOAD INCREMENT, 6. LOCK -OFF THE LOAD AT 100% OF THE DESIGN LOAD UNLESS NOTED OTHERWISE. (SEE THE GROIN ANCHOR SUMMARY TABLE,) 7. PLOT THE ANCHOR MOVEMENT VERSUS LOAD FOR EACH LUAU INCREMENT MARKED WITH AN ASTERISK Is) IN THE PERFORMANCE TEST SCHEDULE AND PLOT THE RESIDUAL MOVEMENT OF THE ANCHOR AT EACH ALIGNMENT LOAD VERSUS THE HIGHEST PREVIOUSLY APPLIED LOAD. GRAPH FORMAT SHALL BE APPROVED BY THE ENGINEER PRIOR TO USE, 8. A PERFORMANCE TESTED GROUND ANCHOR WITH A 10 MINUTE LOAD HOLD IS ACCEPTABLE IF: a. THE ANCHOR WILL CARRY THE MAXIMUM TEST LOAD WITH LESS THAN 0.04 INCHES OF MOVEMENT OETNEEN 1 MINUTE AND 10 MINUTES, AND b. THE TOTAL MOVEMENT AT THE MAXIMUM TEST LOAD EXCEEDS 80 PERCENT OF THE THEORETICAL ELASTIC ELONGATION OF THE UNBONDEO LENGTH. AND c. THE TOTAL MOVEMENT AT THE MAXIMUM TEST LOAD DOES NOT EXCEED THE THEORETICAL ELASTIC ELONGATION OF THE UNBOWED LENGTH PLUS 50% OF THE THEORETICAL ELASTIC ELONGATION OF THE 813NDED LENGTH. 9. A PERFORMANCE TESTED GROUND ANCHOR WITH A 60 MINUTE LOAD HOLD IS ACCEPTABLE IF: a. THE ANCHOR WILL CARRY THE MAXIMUM TEST LOAD WITH LESS THAN 0.00 INCHES OF MOVEMENT BETWEEN 6 MINUTES AND 60 MINUTES, AND b, THE TOTAL MOVEMENT AT THE MAXIMUM TEST LOAD EXCEEDS 80 PERCENT OF THE THEORETICAL ELASTIC ELONGATION OF THE UNDONOED LENGTH, AND c. THE TOTAL MOVEMENT AT THE MAXIMUM TEST LOAD DOES NOT EXCEED THE THEORETICAL ELASTIC ELONGATION OF THE UNBONOED tENGTH PLUS 50% OF THE THEORETICAL ELASTIC ELONGATION OF THE BONDED LENGTH. IO. SEE GROUND ANCHOR SPECIFICATION 6-17 AMA 6-19 IN THE SPECIAL PROVISIONS FOR COMPLETE GROUND ANCHOR REQUIREMENTS AND PROCEDURES REGARDING ANCHORS THAT HAVE UNACCEPTABLE MOVEMENTS. 11, 5% OR A MINIMUM OF 3 GROUNO ANCHORS SHALL OF PERFORMANCE TESTED AND CREEP TESTED. PROOF TEST PROCEDURE ANCHOR NO.: I. THE PROOF TEST SHALL BE MADE BY IRCREMENTALLY DESIGN LOAD: LOADING THE GROUND ANCHORS IN ACCORDANCE WITH THE FOLLOWING SCHEDULE - PROOF TEST SCHEDULE AL 0.250L 0.500L 0.75UL I,OODL 1.20DL 1.330L REDUCE TO LOCK -OFF LOAD 2. THE ANCHOR MOVEMENTS SHALL BE MEASURED FROM THE INITIAL ALIGNMENT LOAD AND RECORDED TO THE NEAREST .001 INCHES WITH RESPECT TO AN INDEPENDENT FIXED REFERENCE POINT AT THE ALIGNMENT LOAD AND AT EACH INCREMENT OF LOAD. THE ALIGNMENT LOAD IS A NOMINAL LOAD MAINTAINED ON THE ANCHOR TO KEEP THE TESTING EQUIPMENT IN POSITION. 3. THE TEST LOAD SHALL BE MONITORED WITH A PRESSURE GAUGE. AT LOAD INCREMENTS OTHER THAN THE MANIMUM TEST LOAD, THE LOAD SHALL BE HELD JUST LONG ENOUGH TO OBTAIN THE MOVEMENT READING, BUT NOT MORE THAN DNE MINUTE. A. THE PUMP SHALL BE CAPABLE OF APPLYING EACH LOAD INCREMENT IN LESS THAN 60 SECOHOS. 5. THE MAXIMUM TEST LOAD IN A PROOF TEST SHALL BE HELD FOR 10 MINUTES, THE ANCHOR MOVEMENT WITH REPPECT TO A FIXED REFERENCE SHALL BE MEASURED AND RECORDED AT 1 MINUTE. 2. 3. 4. 5. 6 AND 10 MINUTES. IF THE ANCHOR MOVEMENT BETWEEN 1 MINUTE AND 10 MINUTES EXCEEDS 0.04 INCHES, THE MAXIMUM TEST LOAD SHALL BE HELD FOR AN ADDITIONAL 50 MINUTES. IF THE LOAD HOLD 15 EXTENDEOI THE ANCHOR MOVEMENT SHALL RE RECORDED AT 15 MINUTES, 20, 25, 30, 45 AND 60 MINUTES. THE LOAD HOLD TIME SHALL BEGIN WHEN THE PUMP STARTS TO RAISE THE LOAD FROM THE 1.20DL LOAD INCREMENT TO THE 1.33DL LOAD INCREMENT. G. LOCK -OFF THE LOAD AT 100% OF THE DESIGN LOAD UNLESS NOTED OTHERWISE. SSEE THE GROUND ANCHOR SUMMARY TABLE., 7. PLOT IRE ANCHOR MOVEMENT VERSUS LOAD FOR EACH LOAD INCREMENT GRAPH FORMAT SHALL BE APPROVED BY THE ENGINEER PRIOR TO USE. 8. A PROOF TESTED GROUND ANCHOR WITH A 10 MINUTE LOAD HOLD IS ACCEPTABLE IF: a. THE ANCHOR WILL CARRY THE MAXIMUM TEST LOAD WITH LESS THAN 0.94 INCHES OF MOVEMENT BETWEEN 1 MINUTE AND 10 MINUTES, AND b. THE TOTAL MOVEMENT AT THE MAXIMUM TEST LOAD EXCEEDS 80 PERCENT OF THE THEORETICAL ELASTIC ELONGATION OF THE UNBOWED LENGTH, AND c. THE TOTAL MOVEMENT AT THE MAXIMUM TEST LOAD DOES NOT EXCEED THE THEORETICAL ELASTIC ELONGATION OF THE UNBONQEn LENGTH PLUS 50% OF THE THEORETICAL ELASTIC ELONGATION OF THE BONDED LENGTH. A PROOF TESTED GROUND ANCHOR WITH A 60 MINUTE LDAO HOLD IS ACCEPTABLE IF: a. THE ANCHOR WILL CARRY THE MAXIMUM TEST LOAD WITH LESS THAN 0.08 INCHES OF MOVEMENT BETWEEN 6 MINUTES AND 60 MINUTES. AND b. THE TOTAL MOVEMENT AT THE MAXIMUM TEST LOAD EXCEEDS 80 PERCENT OF THE THEORETICAL ELASTIC ELONGATION OF THE UNBDNOED LENGTH. AND c. THE TOTAL MOVEMENT AT THE MAXIMUM TEST LOAD DOES NOT EXCEED THE THEORETICAL ELASTIC ELONGATION OF THE UNBONDED LENGTH PLUS 50% OF THE THEORETICAL ELASTIC ELONGATION OF THE BONDED LENGTH. 10. SEE GROUND ANCHOR SPECIFICATION 6-17 AND 6-19 IN THE SPECIAL PROVISIONS FOR COMPLETE GROUND ANCHOR REQUIREMENTS AND PROCEDURES REGARDING ANCHORS THAT HAVE UNACCEPTABLE MOVEMENTS. 11. EACH PRODUCTION ANCHOR SHALL BE PROOF TESTED. ■" 6" min. dia. cash, &*& Prestressing Steel Strands with smooth plastic sheathing SECTION A -A PERFORMANCE TEST REMARKS: AL = AL{GNAENT LOAD OIL = DESIGN LOAD, FOR GROUND ANCHOR • GRAPH REQUIRED. SEE NOTE T OF TEST PROCEDURE L.U. = LOCK -OFF LOAD. SEE NOTE 6 OF TEST PROCEDURE ANCHDR NO.: DESIGN LOAD: &taMLTTAL G5'4 SL,L f3 r, tTrA L 0 -6 O Q F T_ ❑0o36A VFf 0Gr,55 at# 5pocer 6 centrOI i 2ers alternating La 5' maximum spaing External grout snot in ten5ionl ails See Nate 3 SECTION B-B External grout I in terrsio 11 esfressing Steel Strands w�m Front Fcce -Spacer fl+;' minillum��, F,n 7.,i.F 1 f• L� �. centraIIzers at 5' maxiHum spacing, Typ. SHEET -PILE WAIL WITH TEMPORARY GROUND ANCHORS TEMPORARY GROUND ANCHORS E 5f D UNBONDEO LENGTH 6 (FT.] ESTIMATED BONDED [FT.? 75 RS 75 20 75 15 40 29 25 18 90 15 90 90 15 15 15 15 40 29 40 37 25 18 25 - 9Q 22 - Tl 75 28 40 43 25 32 1. ALL 0.6" DIAMETER 7-WIRE. LOW RELAXATION 270 ksi PRESTRESSING STEEL STRANDS SHALL BE ASTM A416. 2. FOR DETAILS OF WALER A BRACKET ASSEMBLY, SEE SHEET NO. RA-10, AND RA-45, 1 3. CONTRACTOR SHALL FURNISH AND INSTALL GROUND ANCHORS MEETING THE REOUIREMENTS FOR OESICN LOAD, UHBDNDEO LENGTH, AND LDCK-OFF LOAD SHOWN IN THE GROUND ANCHOR SUMMARY TABLE. ITEMS INDICATED W1TH 3 ASTERISK I*"I SHALL BE DESIGNED OR SELECTED BY THE CONTRACTOR, ALL MATERIALS AND WORK SHALL BE IN COMPLIANCE KITH THE PERFORMANCE SPECIPICATION FOR GROUND ANCHORS ISEE SPECIAL PROVISIONS). 4. AFTER THE SHEET PILE 15 DRIVEN TO ITS FINAL LOCATION, NO EXCAVATION IN FRONT OF THE WALL SHALL BE MADE IN EXCESS OF 1'-6" BELOW THE GROUND ANCHOR ROLE LOCATION IN THE SHEET PILE UNTIL THE GROUND ANCHOR. WALERS, ETC. HAVE PEEN INSTALLED. TESTED, AND APPROVED. S. ANCHOR DESIGN LOADS S4 M ARE SERVICE LOADS. ESTIMATED BONOED LENGTH SHOWN. THE CONTRACTOR SHALL DETERMINE THE BONDED LENGTH NECESSARY TO SATISFY THE TEST LOAD REQUIREMENTS AND THE DESIGN LOAD REQUIREMENTS, 6. REFERENCE NOTE 161 OF THE PERFORMANCE TEST PROCEDURE AND NOTE 161 OF THE PROOF TEST PROCEDURE. LOCK -OFF THE LOAD AT 20% OF THE DESIGN LOAD FOR ANCHORS 47A-SOA AND 57A-60A, LOCK�FF THE LOAD AT box OF THE DESIGN LOAD FOR ANCHORS 4TC-50C AND SIC-60C. R - 3 6 93 1 54 FEDNDP STPUI_-127C(004) HI P-1276(005) �� BergerA.I3AM �w 33301 9th Avenue South, SL to 3U0 Fed&WWay, Wafiingtnn990o3-250U 206 431-2300 FaK; (206 431-2250 I } ] HANSOM n00 9ht Hcnsan Pralessiwad San Des Inc. 2911 1 TEMPORARY RETAINING WALL_.: CONTRACTOR TJHj ❑ SEOUENCE PREFERENCE MAF 6--24- 2013 �A- SHOWN ,�, „po4 q, OAYUN CITY OF � P! PI RE'` TO Pu6e. works Cnnstructio rwc rr .ed Fvr Cnttstt lion Rasher[ M. Munson A.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A 6NSFBRIL1Gi=NO. 11.07 L.S.0451 GROUND ANCHOR DETAILS s�2s�13 �vPT CAI_f_48 HOURS BEFORE YOU DIG 1-$00-424-5555 RECORD DRAWINGS 7/31/2014 - - ----'-------.- .-. NO } REV610N gf DAME APR'R `�.v� �> � RA'-�� iu ur r esaw. �165'231 CA (D M O LU F_ PZ 40 Varies. See Shts. RA-06 8 RA-08 for Spacing r - Varies. See Shts. RA-06 d RA-08 for Slicing ' (1 ea. C15x33.9). Typ. FTcp of sheet -pile elev. varies bott. VE Varie „ See Shts. RA-06 3 RA-08 for Spacing Prestressing Steel Strands 1 and 1'2" stiffener plates (1 ea. C15x33.9). Typ. i i 3'-0" max. cont IIe�er 2'-6" min, cantilever see note 4 Pipe separator spacing (Typ.) PLAN VIEW 3'-0" 1" dio. droin hair in upp=- channel spa. @ 6'-D" cts. (Typ.) ' as shown in plan . iew 7�A 8 1,zx23,4"xl'-21,2"stiffener plate (Typ.)(cut to fit Anchor Plate Wedge Plate 2 - C15x33.9 Walers (Typ.) spaced 5" back to back. (Contractor to verify waler adequacy to fit the Contractor / `\ strand ad angement. h=ad and strand arrangement. ) 7" dia. Max. hole for Typ. Prestressing '-feel Strands 71e" dia. A325-SC, type —� I. with heavy hex nut. 1 std. washer 6 / 11r4" dia. x 5" (ASTM A53) pipe separator See bracket detail J PZ 40 W.P. = F.F. of PZ 40 at ground anchor elev. shown On plans NOTES: 1. ALL STRUCTURAL STEEL TO BE ASTM A572, GRADE 50 UNLESS NOTED OTHERWISE. PRESTRESSING STEEL STRANDS SHALL BE 0.6" DIAMETER 7-WIRE. LOW RELAXATION 270 ksi, ASTM 416. ALL SHEET PILE SHALL BE ASTM A572. GRADE 50. 2. FASTENERS SHALL BE ASTM A325 SLIP CRITICAL CLASS A HEAVY HEX HIGH STRENGTH BOLTS, TYPE 1 BOLTS TSB" DIA. UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL USE ASTM A563, GRADE C3. HEAVY HEX NUTS AND ASTM F436 HARDENED STEEL WASHERS. 3. CONTRACTOR TO VERIFY REQUIRED ANCHOR PLATE THICKNESS AND SIZE WITH GROUND ANCHOR REPRESENTATIVE. A. CANTILEVER PORTION OF WALER TO HAVE 1,4 FILLET WELD ALONG FULL WIDTH OF ADJACENT BRACKET AT CHANNEL EXTERIOR EDGES. 5. AFTER THE SHEET PILE IS DRIVEN TO ITS FINAL LOCATION, NO EXCAVATION IN FRONT OF THE WALL SHALL BE MADE 1N EXCESS OF V-6" BELOW GROUND ANCHOR HOLE LOCATION IN THE SHEET PILE UNTIL THE GROUND ANCHOR, WALERS, ETC. HAVE BEEN INSTALLED, TESTED. AND APPROVED. 6. CONTRACTOR MAY DESIGN AND SUBMIT FOR APPROVAL DETAILS FOR AN ALTERNATIVE BRACKET DETAIL. 7. THE GROUND ANCHORS SHALL BE LOCATED AWAY FROM PILE KNUCKLE LOCATIONS, AND SHALL 8E LOCATED TO LIMIT THE AMOUNT OF SHEETING WEB REMOVAL REOUIRED TO PROVIDE THE NECESSARY HOLES. Prestressing Steel Strands (sheathing not shown for clarity) / Field cut hole in PZ40 sheet pile for Prestressing Steel Strands. Holes shall ro m be Iccated away from pile knuckles and PARTIAL WALL ELEVATION SECTION C—C shall ove only sheetingmweb moteriamited portions of Cut line— N ` Web r, j t V S T �//]bill,ij i/ / w.P. o w� o D I �' � 06 (- Suhi�� 0.30" Cut line E'� m ^� h W. P. 6 w c� o � - m 0 o o 0 0.42" a " 2"x438'xO'-10° x h m ti o stiffener plate W/ 1"xl" clip "_' x } z'x6%e'x0'-9" cl2 1 3 -.- per bracket) m 3 •— u7 stiffener plate W� 11'2 X 1 �2' c l i p ° 516 m ir, ( 2 per bracket ) ml Q rn Typ. 516 5% Q ----, Shc Typ. U W.P. LL Back of Channels D� 3" 6" 3" m for 20" Angle 6.68" 5.29" W.P. W.P. E 3" 6" 3" for 25" Angle 6.68" 6.69" Back of Channels 7,88 8.72 .4] BRACKET DETAIL SECTION D—D BRACKET DETAIL (350 ANGLE) SECTION E—E A R-3693155 r FEDAI D: STP-1276(005) HPP-1276(005) ') BergerABAM RECORD DRAWINGS 7/31/2014 su�xxn AS SAS SHOWN �'"'""" CITY OF STRANDER BOULEVARD EXTENSION PHASE E12/05/11 CALL 48 HOURS ,/ r 'C1��G/ HANSON " car Pu Works RENTON I, SEGMENT2A BEFORE YOU DIG 33301 9th Avenue South, Suite 300 AAN '� �� I �TUM rc Apprc-?d For Construction Construction BNSF BRIDGE N0. 11,07 L.S. 0051 RA-10 N 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 GCopyrtght Hanson Proksslanal Service Inc. 2011 NO. REVISION BY DATE APPR "^"� MAF »m «2 ""` C0A0 ` Robert M. Hanson P.E. Date WALER DETAILS _ a '� 1 66 231 co CO CY) O LU I— To iR 11 PLAN 16 0 16 32 tie _ 1 scale feet NOTES: ALL TEMPORARY TIEBACKS AND SHEET PILES SHALL BE REMOVED TO A MINIMUM OF 3'-0" BELOW BASE OF RAIL WHICHEVER IS LOWER. REMAINDER SIG MATERIAL. TIEBACKS. AND TIE N. 0. DE WALKWAY AND RAILING SYSTEM to-04. UTILITY NOTE THE IMPLIED PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY OWNER. ENGINEER, CONTRACTOR. OR SUBCONTRACTORS TO BE AN ACCURATE AND COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EK15T ON THE CONSTRUCTION SITE. BURIED AND ABOVEGROUND UTILITY LOCATION. IDENTIFICATION. AND MARKING ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. REROUTING, DISCONNECTION. PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED AMONG THE CONTRACTOR, UTILITY COMPANY, AND OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS. ASSOCIATED WITH BURIED AND ABOVEGROUND UTILITIES REMAINS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. LEGEND TIE -BACK LIMITS (STAGE 1) TIEBACK LIMITS (STAGE II) +t+It PORTION OF STAGE I WALL TO REMAIN IN PLACE DURING STAGE II TO FACILITATE FIBER OPTIC RELOCATIONS. SEE UT-i THRU UT-4 FOR UTILITY DETAILS. SEE SHEET RA-04 FOR SECTION A -A AND SECTION B-B R -3 69 3 1 5 6 FEDAID: STP-1276(005) HPP-1276(005) �i BergerABAM �/ 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 206 431-2300 Fax: 206 431-2250 t ) ( ) HaNso q OCopyrght Howson Professional Se vices Inc. 2011 � [HC`NN °iA �� DATUM CITY OF '. RENTON Public Works Deportment A rc ad For Construction pp Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION 12 / PHASE /os" BNSF BRIDGE NO. 11.07 L.S.0051 ��167�231 SHORING AND TIEBACK LIMITS 16— 23 RECORD DRAWINGS 7/31/2014 "�H CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 �w COP � v -- M. ear "C09CM ` °MAD Ann NO. REVISION BY C 7E APPR w— v.�r rn c0 C'7 O W F_ To Tacoma MY South) BNSF R.O.W. Notes: 1. The following bars shall be mechanically bar spliced: 1450 to 14,11 and 14J2 14,13 to 14J5 gpl c V o y q 14,14 to 14,16 17-6 to 541-2 6WO •� 3 17-6 to 641-2 / 20" Dia. casing for �tro Dip. storm *4* drain pipe. see Drainage Plans for details Ina '-,n" 2'-0" 3 Spa. @ 6'-4" = 19'-0" 19'-7" 2 Spa. @ 32'-7" 3 Spa. @ 6'-4" = 19'-0" 2'-0" Spacing of 24" dic. 31- 617-6 @ 6'-4" = 12'-8" Pipe Piles _ 5" 46 -14J5 d 14J6 @ 6" cts. (Top) 33--14J5 8 57- 617-6 @ 6" cts. (Top) 46 - 14J5 8 14J6 @ 5" 6" cts. (Top & Bott.) 2 Layers of 14J6 @ 6" cts. 2 Layers of 29•- 617-6 6" cts. (Top & Bott.) 16- 617-6 @ (Top & Bott.) @ Eq. Spa. (Bost.) L 6" Eq. Spa. (Gott.) 6„ 6- Woterstop N 517-6 — --- --- _ q10 -a I I - I11 p — 1 I 537-6 -- ------ (�41 - - - j 1 {0 { I III 531-6 537-6 I I -I :o o I 1 5-517-6 @ Ea. Spa. III 1 -1 III pl III I I 517-6 Q between piles. Typ.CD 01� III lop �I U 10 O III 111 LI l� l0 OI Olyl Q o Q o b 6E3 - 1 I 6E3 6E31� . - - - II 6E3 6E3�1 I I 6E3 ° _ U U _ O v7 $ If - 11 waterstop 11 _ _ - - - _ 111(�- - �-� — Q Itl I I I III III g -I" III III I I; NI g E o 0 4) 11 I I i 110 , 0 toil ; all 1110 0 V 0111 a all o ZE 6E2 } bI I I I Ir III 6E2 u 6E2 I 1110 10 I 6E2 I 6E2 r 6E2 0 o t 0 �-y NO 101 O0 : `I II III 0 -t-r-t-r; - 01II II O 10 a �11 g } , _ ar-m------- r ---� - - --Itr---------------m---t---- ----ql _ T I "' Q III III __� Ij—71------- II --� -N- --__III I = u IT� �-24" Dia. n T e `• � : ,=t '�'-' Iq I I ; ; III II pipe III I @ 111 pile. (Typ.) III ql + o Q - Ld I_.I `111--- 11-. _ I I t __ 0 llr- Q I I e= I I Qi 0 N i 6E1 i 1I,1 , 1I I 6E1 6E1J11 11p ; ; Oil 11. O - - 16E1 m 6E1 IVV-Y� I 0111 I I b O� 6E1 t u; U I I 111 �' U O; III II CD 541-2 N-541-2 @ Eq. spa. i1 1 '1 I tween piles. T p. II 1� I /yll y r-537-6 II O - Q a I III III I I tl1 1 537-6 537-6 II 1 1 541-2 �__-- — — — — ---- 1L--= -- --- ---�K - —___ I----------- D-U -- — ._.._.._..-.._.._ .._.._,._.._.._.._.._.._.._..�.,_.._. .._.._.._.._---..-.._..-. .._.......... .............. _.._.._................................... .._.._.._.._.._.-_.._.._.._.._.._.._...._.._.._.._.._.._.._.._.._.._.._.._.. ._.._.._.._.._.._.._.._. 31 •- 641-2 @ 6" Woterstop 6" '- 5" 4b-14J3 d 14J4 @ 6'" cts. ITop) 33-14J3 & 57-641-2 @ 6" cts. (Top) 46-14J3 d 14J4 @ 5" 6" cts. ITop 8 Bott.1 2 Layers of 1414 @ 6" cis. 2 Layers of 29 - 641-2 6" cts. (Top & Batt.) N ' 16 - 641-2 @ (Top & Bott.) @ Eq. Spa. (Gott.) o d Ea. Spa. (Boti.) 5'-2". 41'-9" 54'-9" 5'-2" o 2. The Contractor shall field adjust the bottom mot of reinforcement to occomindate the reinforcing coges IRC1) protruding from the 1�/ fja1 0 Fillh 6 3 24" diameter pipe piles. The Contractor sholl submit a ¢ Abut. #3 J ,/ I ¢ Pier u2 St/lJ,�yJ / ! 3 u reinforcement field adjustment pion for approval to the Engineer. eir 1 U U U 1, �' The Contractor shall not commence reinforcement layout or field '- 7i 0� work until the adjustment plan is approved. y��j 0eu is 3. The Contractor sholl design. install, operate. maintain and remove dewatering systems to facilitate excavation. PILE LAYOUT AND FOOTING ° all eorthwork, and construction. All dewatering operations shall be integrated and coordinated with shoring REINFORCEMENT PLAN ry operations. Any conflicts between dewotering and shoring shall be resolved by the Contractor at his expense and v at no cost to the Owner. The Contractor sholl be responsible for the design and implementation of a construction leizt Q C) V b a dewotering system that lowers ground water and piezometric levels below subgrode for all excavations to the level F'�F o specified in the project special provisions. The information noted on this sheet is general and does not represent the full dewatering requirements. See the project special provisions for the full dewotering requirements. 1-1 I C Cro S 1- 0 FEDAID! STPUL-1276(004) aHPP-1276(DJ5) CALL 48 HOURS h BEFORE YOU DIG 1-800-424-5555 v — Abut. #1 U C To Seattle MY North) BNSF R.O. W_ BNSF R.O. W. 4. Pile supported retaining walls not shown. 5. Test pile locations to be estimated by the Engineer with Contractor input. G. Contractor to develop and submit a footing pouring sequence to the Engineer for approval. Reinforcement shall be continuous through all construction joints. R-3693157 BergerABAM 33301 9th Avenue South, suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 HANSON QCopyright Hanson Professional Senices Inc. zo„ DATUM CITY OF F�ublic vdorRENTON ks Deportment tpproved For Construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE NO. 11.07 L.S. 0051 PILE LAYOUT PLAN AND FOOTING REINFORCEMENT °fS�"HNC " Cc'. I� o°a+ _ %Ar RECORD DRAWINGS 7/31/2014 N0.T77— REVISION BY DATE APPR AS SHOWN RA-12 "168 °r231 C'') rn (D ce) O LLI F_ NOTES: 1. PILES SHALL MEET THE MATERIAL REQUIREMENTS OF ASTM A252. GRADE 3 WITH A MINIMUM YIELD STRENGTH OF 50 KS] OR APPROVED EQUIVALENT AND SHALL BE DRIVEN IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND THESE NOTES. 2. ALL DIMENSIONS ARE GIVEN AT PILE CUTOFF. 3. STEEL CONICAL PILE POINTS WITH DULL TIP SHALL BE WELDED ONTO ABUTMENT PILES AND PIER PILES. REINFORCED TIP SHALL BE FLUSH WITH OUTSIDE OF THE PILE. THE CONTRACTOR SHALL ANTICIPATE OBSTRUCTIONS CONSISTING OF COBBLES. BOULDERS AND LOGS DURING THE PILE INSTALLATION. 4 THE CONTRACTOR SHALL FOLLOW ANY NOISE ORDINANCE ESTABLISHED BY THE CITY OF RENTON. A TIME LIMITATION ON PILE DRIVING ACTIVITY MAY BE IMPLEMENTED AND THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A SOUND SHIELD DURING PILE DRIVING ACTIVITIES IF THE NOISE ORDINANCE CANNOT BE MET. 5. THE CONTRACTOR SHALL MONITOR FOR VIBRATION AND LOCAL GROUND SETTLEMENT WITHIN 20 FT. OF THE PILE BEING DRIVEN. THE CONTRACTOR IS RESPONSIBLE FOR ANY VIBRATION INDUCED DAMAGE TO ALL ADJACENT STRUCTURES SUCH AS RAILROADS AND UTILITIES. Notes: 1. Rotate leg of hook bar to ovoid interference with other bars. 2. Headed studs shall meet the requirements of section 7 of the current A.W.S. structural welding code D1.1 for grade 1020 solid flux fixed headed studs. Headed studs shall be outomlotically end welded with complete fusion in accordance with section 7 of the current A.W.S. structural welding code 01.1 3. The cost of headed studs and pile reinforcement (RC1) and installation are incidental to the cast of the structural steel pile. 4. The quantity of concrete used to fill the piles is not included in C.I.P. Concrete Class 40 Ouantitles for Slab/Footings. Concrete to fill piles shall be WSDOT Class 4000P concrete. 5. Piles shall be filled with concrete on a day with a minimum temperature greater than 40'F. After the piles are filled with concrete. the Contractor is responsible for nuintoining on ombient air temperature above 40'F surrounding the exposed piling until the footing slob is poured. PILE DATA TABLE DESCRIPTION N0. SIZE CUTOFF ELEV. ESTIMATED TIP ELEV, MINIMUM TIP ELEV. ESTIMATED LENGTH (FT.) MAX. DESIGN LOAD (KIPS) COMPRESSION I * LC TENSION * LC FOUNDATION SLAB 1 110 24" DIA. w/ 1.2" WALL 1 0.00 -86.5 -86.5 86.5 1 479 1 GM3 MGM3 6. THE CONTRACTOR SHALL FURNISH THE MANUFACTURER'S SPECIFICATIONS AND CATALOG FOR THE PILE DRIVING HAMMER PROPOSED. AT A MINIMUM. THE CONTRACTOR SHALL FURNISH THE INFORMATION ON THE PILE DRIVING EQUIPMENT DATA SHEET FOUND IN THE SPECIAL PROVISIONS. IF THE PROPOSED HAMMER IS FOUND INSUFFCIENT BY THE OWNER, RE -MOBILIZING AND REPLACING EQUIPMENT SHALL BE AT THE CONTRACTOR'S EXPENSE. 7. ALL PILES SHALL BE DRIVEN TO THE MINIMUM PILE TIP ELEVATION SPECIFIED AND TO THE REQUIRED FINAL DRIVING RESISTANCE AS DETERMINED BY WAVE EQUATION ANALYSIS FOR PILE DRIVING (WEAP) WITHIN THE LAST FOOT, IN THE EVENT THE PILE DRIVING * GROUP LOADING COMBINATIONS ARE FOR SERVICE LOAD DESIGN PER A.R.E.M.A. CHAPTER B. SECTION 2.2.4 d 4.2.2. AND CHAPTER 9. SECTION 1.4.6. ESTIMATED QUANTITIES DESCRIPTION I EST. LENGTH (FT.) QUANTITY FURNISH d INSTALL STRUCTURAL STEEL PILES (CLOSED END 24" DIA. PIPET I LF 9.515 RESISTANCES AT THE MINIMUM PILE TIP ELEVATION ARE LESS THAN THE MINIMUM PILE DRIVING CRITERIA SET FOR THE PROJECT. THE CONTRACTOR SHALL CONTINUE DRIVING UNTIL THE REQUIRED DRIVING RESISTANCE IS MET, EXCEPT FOR PILES THAT ARE WITHIN 6" OF FINAL CUTOFF. FOR PILES THAT ARE WITHIN 6" OF FINAL CUTOFF DRIVING MAY BE DISCONTINUED FOR AT LEAST 24 HOURS AND REDRIVEN UNTIL THE MINIMUM DRIVING RESISTANCE IS ACHIEVED. `rj��/ L3L- IF THE RESTRIKE RESISTANCE DOES NOT ACHIEVE THE KK /_ Cc ` J 3 SPECIFIED VALUES. THE ENGINEER WILL DETERMINE THE SUBSEQUENT /N47 /N / PROCEDURES TO BE TAKEN. SHOULD THE MINIMUM PILE DRIVING RESISTANCE BE ACHIEVED ABOVE THE MINIMUM PILE TIP ELEVATION, THE PILES SHALL BE DRIVEN TO "REFUSAL" WITHIN THE SPECIFIED NON-LIOUIFIABLE LAYER, TO THE REQUIRED DEPTH. WITHOUT OVERSTRESSING THE PILE SECTION. "REFUSAL" WILL BE DETERMINED BY THE ENGINEER. B. A TEST PILE PROGRAM BY PERFORMING DYNAMIC PILE TESTING WITH A PDA (PILE DRIVING ANALYZER) AND CAPWAP ANALYSES (CASE PILE WAVE dG ANALYSIS PROGRAM) SHALL BE UNDERTAKEN TO ESTABLISH DRIVING bl� 1 CRITERIA AND DETERMINE LENGTHS FOR PRODUCTION PILES, PILES SHALL BE DRIVEN TO A MINIMUM ULTIMATE RESISTANCE OF 479 TONS. 9. CHECK ALL PILES FOR POSSIBLE HEAVE PRIOR TO CUTOFF BY SURVEYING THE ELEVATION OF EACH PILE BUTT AFTER A PILE IS DRIVEN WITHIN THE GROUP. THE HEAVE DATA SHOULD BE PROVIDED TO THE ENGINEER TO DETERMINE IF REDRIVE IS REQUIRED. IN GENERAL, IF THE HEAVE IS GREATER THAN 0.25 INCH. THE PILE SHOULD BE REDRIVEN TO THE ORIGINAL PILE TIP ELEVATION. FOR PILE GROUPS. THE CENTRAL PILES SHOULD BE DRIVEN FIRST AND SUBSEQUENT PILES SHOULD BE INSTALLED FROM THE CENTER OUT. 10. NO SPLICES WILL BE PERMITTED IN THE UPPER 30 FEET OF THE PILES, MEASURED FROM THE PILE CUTOFF ELEVATION. DRIVE SPLICES ARE NOT PERMITTED AT ANY LOCATION. 11. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STRUCTURAL WELDING CODE AWS D1.1. 12. NONDESTRUCTIVE TESTING - THE ENTIRE LENGTH OF THE COMPLETE JOINT PENETRATION GROOVE BUTT WELDS OF PILE SPLICES SHALL BE EXAMINED BY ULTRASONIC TESTING. THESE INSPECTIONS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE AWS D1.1. 9---IF---I-9 QII 5 c: a-%4600,' o -, NOTE A•' THE CONTRACTOR SHALL FURNISH CONICAL PILE POINTS CONSISTING OF A SINGLE PIECE AS SHOWN. THE PILE POINTS SHALL BE CAST IN ONE PIECE STEEL ACCORDING TO ASTM A 148 RADE 90-60 (A.A.S.H.T.O. M 103 GRADE 65-35) AND SHALL PROVIDE FULL BEARING OVER THE FULL CIRCUMFERENCE OF THE PILE. THE PILE POINT SHALL HAVE TAPERED LEADS TO ASSURE PROPER ALIGNMENT AND FITTING AND SHALL BE SECURED TO THE PILE WITH A CIRCUMFERENTIAL WELD. KFA 00076 Steel Pile STEEL CONICAL PILE POINT (See Note A) /Shop or \Field Weld d Steel Pii RC1- See reinf. cage See Note 1 d Section A -A detail this Sheet C.I.P. Class 40 Conc.Foundction Slab A I I --- i I A c 10 M r---- r ----fir Top of pile = w 24" dio. pipe pile headed studs field '\ I 10 - #7 Hook Bars (IT wall thickness) welded to pile W equally spaced - even spacing Concrete to fill pipe - piles shall be WSDOT ti - G�T aI� #5 Hoop Tie Edge of Foundation Slab (Maintain 4" clearance w/ Hook Bars) SECTION A -A (Shear Studs not shown for clority) PILE SPLICE DETAIL 23>+, Clr. t— — C I I� ---- 1 N 24" DIA. PIPE PILE Ties @ 4 #5 Hoop Ties - splice shall be mode by butt splice. Reber shall be ASTM A706. %Zlc/ 00033 0 0 E U + m o co a + 10-#7 Hook Bars. r-1- rr -1-1- -1 T__r - , - ��equally spoced. No splice permitted. Field fabricated I I I I I I I I I I I I I I I I I jl Reber shall be ASTM A706. or comrc i a l I I I I I I I I I I I I I I I I I I me backing ring I I I I I I I I I I I I I I I I I I I I \ o Top of Pile o i -vj I 27'A" 29'-91r2' S�c�77i'1/ ��h�•l � Y�i REINFORCING CAGE - RC1 10-#7 Hook Bars 83-#5 Hoop Ties Weight (Each Cage) = 817 Lbs. 5ubrll�i��1 0�.�3� Z R-3693158 FED: ID: STPUL-1276(004) HPP-1276(005) ') BergerABAM �I 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-22SO ' IIIIII HANSON ®Copyright Hanson Professional Services Inc. 2011 a1ME1° ors sr+owN �" '�'^� DATUM CITY OF RENTON Public Works Deportment A roved For Construction PP Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A BNSF BRIDGE N0.11.07 L.S. 0051 PILE DETAILS 12/05/11 RECORD DRAWINGS 7/31/2014 °"�`ina "aoaaa CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 '"" CDP ��.,� 1 r..�i':cco.o RA-13 oxccu ,,,�, NO. REVISION BY DATE APPR ,,,,,,,f, s 1 69'231 rn m CY) O LU I — To Tacoma MY South) Abut. Face of Pcropet---� DP100 or DP101 ABUT. #3 Iran Tlon it Pone) It Pier 4" 2 End of beam i1' / PIER #2 ELEVATION (Looking Railway West) (Handrails not shown for clarity) acTlon Ireaa me I To Seattle MY North) Abut. 2" Face of Parapet r OP100 or DP101 ABUT. #1 NOTE: See sheet RA-38 for bearing BP11.07-1 & BP11.07-2 details. If jacking of bearings is required, position jacks under each girder in front of bearings. Jocks shall be centered under each girder and lifted simultaneously R-3693159 x FECAID: STPUL-1273(004) CITY OF STRANDER BOULEVARD EXTENSION u�12/05/11 HPP-1276(0�,.) S AS SHOWN r �i BergerABAM<q!HANSONRECORD DRAWINGS 7/31 /2014 {N� RENTON PHASE 1, SEGMENT 2A �°° CALL 48 HOURS �� ouw CDP PublicW. rks Deportment BEFORE YOU DIG 333019Lh Avenue South, Suite 300 pep DATUM Approved For Construction N Federal Way, Washington 98003-2600 pcooydyht Hanson Pr-te.;ionai Services Inc. eon aaN BNSF BRIDGE EL VAT( L.S. DD51 RA-14 J 1-800-424-55555 (206) 431-2300 Fax: (205) 431-2250 N0. RE iSION BY LATE <PPR ... � Robert M. Honson P.E. Date BEARING ELEVATIONS y`e11 70 231 rn c0 C'7 O LLI H Future Main I I I It Main 1 I I It Main 2 i i 1 B' -D" Main 3 I , 9' -2 ire' Walkway bracket WB11.07-1 1" Tie. Typ. 8" Min. ballast depth D 6" Dia. rigid Typ. Panel. Conduit and Steel Conduit or WB11.07-2. fasten w/ 6 - 1," Did. A325 bolts. e below ties. T yp' Kick Plate. details to be provided a provided by Contractor. Typ. 11 gage Traction 12" Dia. Schedule Tread Plonk, Typ. Typ, Waterproofing 40 Steel Casing Galv.. Typ. Top of Tie • A r. Low Chord d 5x5x ,a — -- -- — -- .4 u1 u" u """ u a u u u u u u 10" Dio. Schedule " M e " " u " "" 40 Steel Casing , n 4'-11%ib" 4 $Da• W 2'-7" = 10'-4" 4 SDo. W 2'-i" = 10'-4" _2'-6�16" h'�' rLL107,L -101e' 4 Spa. a 2'-7" = 10'-4" 4'- 1'-31r2" 1'-31,2 Q o r Q Stage 11 Construction Stage I Construction 0 0 t t iF f Q ` TYPICAL SECTION m •� •� (Looking Ry North) Note: The depth of ballost varies across the bridge. > o 1�l U0 j Z 1Z / �0 13 4 -4 /3 Sc(h�N, �lGi `(5. L 0 i o+ jIn -3,4" Dia. x 2" A325 H.S. Bolts w/ y hex nuts d 4 hardened carbon teel circular washers. Typ. 2-3,8" dia. x 31r2" Carriage Bolt 2 -Standard Washer 2-Lock Nut 2 - Anchoring Device clip. Typ. Curb Support w/ 10 78° Dia. A325 H.S. bolts @ 3" cts. (Typ.) R-3693160 FEDAID: STPUL-1276(004) HPP-1276(005) Z� BergerABAM<0!HANSON 33301 9th Avenue South, Suite 300` Federal Way, Washington 98D03-2600 206 431-2300 Fax 206 431-2250 ( ) • ( ) �CoDYright Hanson Professbnal Servces inc. 2011 `�`"" 'S SNOWN — ""°'�° DATUM CITY OF ., xENTON Public Works Department Approved For Construction Robert M. Hon- .n P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE N0.11.07 L.S. 0051 TYPICAL SECTION 12/05/11 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWINGS 7/31 /2014 ` `�^� K CDP I R.m o«r w• �"� 0"00q ^^N RA-1 5 N0. REVISION BY GATE APPR MAF y"'�1 71 '231 C'') CA (D C'7 O W F- Future Main Elev. WATERSTOP 900 ELBOW Stage Construction Joint I l 5" 5" m 10" Back Face of Abutment Backwall or, Bottom of Foundation Slab WATERSTOP DETAIL Notes 51d7m,IEez / U 4-4 1. Slope area around bearings o minimum of 2" per foot to drain. Bearing areas to be level. 2. Provide 3,q chamfer on all exposed edges and corners. 3. The following bars shall be mechanically bor spliced 1450 to 14,11 and 114,12 14J3 to 14,15 14,14 to 14,16 517-6 to 541-2 617-6 to 641-2 4. Contractor shall locate bars around conduit as shown. The Contractor shall use PJF to fill the space between the outside of the conduit and the inside of the PVC sleeve. 5. For Section A -A see sheet RA-27. 6. Cut 541-2 bar into needed lengths on each side of conduits and provide 2" clearance. 7. See RA-17 for Woterstop Protection Detail. It Main 1 14' It Main 2 18'-0" 41' It Main 3 16'-4' 13'-73,4" 5'-0" 13'-0" 9'-10" 14-4E1 @ ± 12" cts. 5-4E1. 1010-4 13-4E1 @ ± 12" cts. 11-4E1 @ ± 12" cts. 14-1009-1 @ ± 12" cts. (B.F.) & 13-1009-1 @ t 12" cts11- 1010-4 @ ± 12" cts. IB.F. of Bockwall) 507-10 (F.F.) (B.F. of Backwall) °i„ (B.F. of Backwall) 504-8 (E.F.I 503 @ mid -thickness. 1) II--- al ~ -�---- ----- Typ, - -I� ?-h See Note 6 Li ----- - - - - - - I _ ----- ---- --- _------------------------2' --- - - - T4 507-- @ 12" cts. IF.F. of backwoll only) T T I 23 - 507-10 @ 12 - - (F.F'� of back - only) -------------------- -}-I I-1--f - -----------------r--------------- -�-� -------------------------------- :F:r- -� ,-,• -» •-- I- --„ - -- �, --., .--�I-I--.-•----------------- I ;I LI I II I I. II L, LI III ;J Li II II II II ;; I I ��li J IJ LI IJ LI IJ I I I I I I dl 4-541-2 IJ LI IJ LI L� I I I I I I I I II I I PVC Sleeves for F.O. 3" dia. x 1'-0IM2" deep I III I I I I I I I Conduits. See Note 4. blackout for anchor bolt. Waterstop �I I I I I Typ. Adjust reinforcement as necessary to clear blackout. Blackout form shall be removed before 3 -3 1 -B 3 anchor bolt is set. Typ. I 1 I 1,-0. 42- 5E1 @ 12" cts. I � I � I 2"X12" Keyed Construction Joint I �m I� 2"X12" Keyed Construction Joint Typ. Woterstop III III II; Ir I I; 83 - 827-t @ 6" cts. (F.F.) I C 83 -1427-1 @ 6" cts. IB.F.) II; I I; I I; II IR I 4-827-1J I i; 42- 14,12 @ 12" cts. I I; I 41 - 14,11 @ 12" cts. d — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —T ----------------- ---•1--------------•_---_v_—___•__---•—___—•---__v_--__-_a• •_1_L•1--___� --------------14J4 @ 6" cis. --------------- ----------- -------- ... ......... 8x41- 501 @ 12" cts. 14J3 @ 6" cts.- ---------------------------------------- O 1 — 42-14J1 @ 12" cts. - 608-6 @ 6' cts.—�� 0 t o 41 - 14J2 @ 12" cts. �2 v II w 14,14 @ 6" cts- _ 14J3 @ 6" cts. — — — — — — — — — — — — — — — — — — — — —----------------------- ---- — _—_ ::---.—.::--.—.::. —.— ::—• —: ::—.—.—.:— rIr- :--.—.::-. ::--.-------- ----.----- ....... 4 - 537-6U ` 541-2 (TYD• t 6E2Ll (Typ. between piles) , between piles) Qv _. W T 1 24" Dia. pipe to i pile. )Typ.) ^. 3'-0" 6 Spaces @ 6'-D" = 36'-0" )ubr„a Hd/ b 3J ELEVATION - ABUTMENT #1 ( STAGE 1 ) (Looting RY North) V o 44 (Temporary Shoring Not Shown) 6E1 i // 2'- juhHr�>ta� �7Z pq See Sheet SW-13 for Wingwoll Details At �1 Elev. 33.32 I Woterstop w/ a N Protection Shooth 2"X12" Keyed Construction Joint d_ � N y U L N aD N N L '0 4 .# 1 ,� W O Q N + U O N A � v t0 el 0 v t� U N v •� 1 PJ L � 'o M , X 1 EIev. -1.00 >zicI ob; -1z R-3693161 FEDA10: STP-1273(005) HPP-1273(005) ) BergerAliAM<q!RECORD �/ 333019thAvenueSouth,Sulte300� Federal Way, Washington 98003-2600 (206)431-2300 Fax: (206) 431-2250 HANSON ®rappighl Hanson Professional Services Inc. 2011 w�xxo �� - AS SHOWN MdniONf`""'w '9i DATUM CITY OF RENTON Public Works Deportment A rr ed For Construction PP Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A BNSF BRIDGE N0.11.07 L.S. 0051 ELEVATION - ABUTMENT #1 (STAGE 1) CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 DRAWINGS 7/31/2014 HNG a'122/05/11 CCP �a I �� "`°'�"°-' RA-16 NO. RE- ISION sv DATE APPR �•pm IeAr 172 231 CY) d) (D M O LLI F_ Future Main Main 1 It Main 2 Main 3 Notes: 1. Provide protection sheath over partially 17'-9, embedded woterstops prior to bockfilling. 2. Provide protection sheath over full height 4'-1I«4" 13'-734' Ifwoterstops construction oand hthe awestern stern dedge ge foftage Stage Il construction. 4 - 4E1 @ ±12" cts. 14 - 4E1 @ ± 12" cts. e 4 B 4 - 1010-4 @ 14-1009-1 @ 12" cts. (B.F.) 3. The field fit cap plate shall fully cover the top opening of the protection sheath. ±12' cts. (B.F. of Backwall) - EIev. 33.32 (B.F.) 4. The protection sheath shall be of continuous one-piece construction above elevation 24.0. + o 503 @ mid -thickness. M {� TYD• Elev. 31.97 iT1 —'T —(\�.— — — — — — — — — — — — — — — — - 1� v 503-9 IE!F. )� III I I I jII 18-507-10� @ 12" cts. (F.F. of backwall only) i j j Eastern edge of Stage I — — — — — — — — — — — — — — — — — — — — — — — — I Western edge of Stage II of backwol I Waterstop w/ �II� L4-517 6 JLJField fit 16 gage Protection 3" dio.x1'-012tleeD II galvanized sheet 6« Sheath I blackout for anchor bolt. i I I I Waterstop metal custom cop N Adjust reinforcement as i I plate. Tack weld t necessary Blackout clear I I I I to secure in the blackout. Blackout form I � (- � Waterstop. shall be removed before I I I field. 1 _ Typ. N 110, B I anchor bolt is set. Typ. j l 18-5E1 @ 12" cts. I I I I I 2"X12" Keyed I , I 2 x12 J Keyed Secure to foundation with 1,4" Construction I I Construction I J dip.. hex washer head corrosion r Joint I I I Joint I I 16 gage galvanized resistant. self topping concrete I I I I I sheet. Typ. screws at 6" cts.. Typ. 36 -827-1 @ 6" cts. IF.F.) II 16 Gage bent galvanized I X o x 136-1427-1 @ 6" cts. (B.F.) I I I ~ram sheet metal protection 1 sheet. Install to protect 0 o u g I; I I I M partially embedded U, I I I I waterstop WATERSTOP PROTECTION DETAIL SECTION J—J I �4 -827-1 1 i 1 U I II I I.F- M, z S I I I I x =a I 18 - 14J2 @ 12' cts. I I I + l l 1 18 - 14J1 @ 12" cts. X I I 11 '- - - - - -_ - - - - - - - - - - - - - - - - -_ - - - _ ..==-ram=r-r�-r.�.r-r r. t---- =t --«--=" X:-1'-I-_= -- — 14J5 @ 6" cts. �14JG @ 6 cts.1 I N 8x18- 5G1 @ 12" cts. II I I Notes: ti = ull�1 _ — — — — — - - ----------------IT �- - - 1. Slope area around bearings a minimum 608-6 @ 18 -14J1 @ 12" cts. _ `- ` I .o w I of 2' per foot to drain. Bearing areas 0 6" cts. 0 I I o + I i N to be level. a N M ItII 18--14J2 @ 12" cts. II I I ., 2, Provide 1y" chamfer on all exposed _ _ 14J5 @ 6" cts. 14J6 @ 6" cts•II I edges and corners. II I Y - 1I L = — o 1----------------------- 3. The following bars shall be mechanically —--------- . 4 bar spliced —. :z M M '..'.i'..'....... E3 , Elev. -1.00 " V 1 ' '� :��6 1L = 1450 to 14J1 and 14J2 ''„"�<� '��„"` . ao t4J3 to 14J5 517-6 (Typ. c 4- 537-6 14J4 to 14J6 between piles) (Typ. between piles) 41-2 to 17-6 64t-2 to 617-6 T U cc 4 r 4. For detail of waterstop see sheet RA-1 6. �/L---'--�i o�i �s 24" Dia pipe 5. For Section B-B see sheet RA-27. 2"X12" Keyed pile. (Typ.) 2"x12" Keyed Construction Joint 2 Spaces @ 6'-0" = 12'-0" 3'-p" Construction Joint ELEVATION — ABUTMENT #1 ( STAGE I I) Woterstop (Looking RY North) R -3693 1 62 (Temporary Shoring Not Shown) FEDAID: STPUL-1276(004) HPP-1276(005) �) BergerABAM �/ 333019thAvenueSouth,Suite300 Federal Way, Washington 98003-2600 206 431-2300 Fax: 206 431-2250 ( ) ( ) <0!HANSON OCopYrght Honson Professional Services Inc. 2011 f° °�'HNG`AsS�.�w"-...0'RENTON w�.ivinn CITY OF Public works Department apprc ed For Construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE I, SEGMENT2A., BNSF BRIDGE N0. 11.07 L.S. 0051 ELEVATION -ABUTMENT #1 (STAGE II) "'12/05/11 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWINGS 7/31/2014 .� °�." COP I- N � � ° ".1 nay= anN RA-17 REVISION BY W'TE APPR i<ar 173 °'231 CA (D M O LU F— Future Main 18,-0" It Main 1 14'-35,8't Main 2 18,-0" 41' 13'-73'4" 5'-0" 13'-0" 9'-10" See Sheet SW-13 for Wingwall Details / Waterstop 1 -4" M I Waterstop M =o }} `o M ,I 4 ©o-ce eo-oo 0 0 00 00 00 00 o-- -- } ` erg.-o -1 J= li 2"x12" Keyed c 2"x12" Keyed v+ Construction Joint Construction Joint `� Q 10 1 -61116 , 21% 101'2" 5" V-9" 10" 1'-9" 10" V-9" 10" V-9" 10" V-9" 6'-75,16" V-9" 10" V-9" 10" V-9" 10" 1'-9" 10" V-9" 10'-31 Z' on !� 3" I.D. Blackouts PLAN — ABUTMENT #1 (STAGE I) Future Main Main 1 ¢ Main 2 It Main 3 16'-4" 18,-0" 17'-9" I I 4' -11,4" 13' -73q" I I I I I i I 1 I I Waterstop 1 _q M 6' r, Waterstop I I � I Waterstop — - — - Protection o Sheath M- ©- Q Q---Q-Q-- - 0--0----a- -- B o erg. O = I i ` 2"x12" Keyed c I u Construction Joint I I m I I I I 11 I 1 I I I I I I I I II 1 1 I 1 2"02" Keyed I Construction Joint V-0" u i 2316" 1'-016 I � I I on 3" I.D. Blackouts 5'-3" 1'-9"10" 1'-9"10" 1'-9"10" 1'-9"10" 1'-9" 5'" PLAN — ABUTMENT #1 (STAGE 11) x1`1 a c 0 e S7 18'-0' IZ F I C10D 7 Z Main 3 I 1 I I I I Note: For detail of waterstop see sheet RA-16. For detail of Waterstop Protection see sheet RA-17. R-3693163 FELAID: STP-1 7 6(005)4) HPP-1276(005) BergerABAM �� 33301 9th Avenue South, Suite 300 Federal Way, Washington 6) 431-220 (206) 4314300 Fax: (206) 431-225D '`1,4/ iiANSONr°Hc CCopyr; Copyright Hanson Prolecaunol Services Inc. 2011 9 AS SHOWN w,n «� - DATUM CITY OF RENTON Public Works Deportment Approved For Construction PP Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE N0. 11.07 L.S. 0051 PLAN ABUTMENT #1 12/05/11 RECORD DRAWINGS 7/31 /2014 _ �"o CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CDP = su,.=a`o�xa RA-18 NO. REM' -ION BY DATE APPR MAF '�' 1 74'231 ('') 0) C0 C'7 O W H �I It Main 3 16' -4 " 18'-0" It Main 2 14'-35a'± 41 ' —53,4" 13'-0" 5'-0" 13'-73,4" 11-4E1 @ ± 12" cts. 13-4E1 e ± 12" cts. 5-4E1. 1010-4 14-4E1 @ + 12" cts. roo. C 11- 1010-4 @ + 12" cts. 13 -1009-1 @ + 12" cts. (B.F.1 8 14-1009-1 @ ± 12" cts. e M (B.F. of Backwal() �t' (B.F. of Backwoll) 507-10 (F.F.) (B.F. of Backwoll) Q Elev. 3 3. 32 504-8 (E.F.1 �-T-------_See � thickness.T-yp ., __-- ��---------------- I nl a, Waterstop w/ NI e Protection Sheath _ 509-6 (E.F. )- ------ -- - - - - - - - - - - - - - - - 1 !1 23 - 507-10 @ 12" cts. (F.F. of backwoll only) i T T T ---- --- -- ----- - - - - - 1 14 - 507-10 @ 12 cts. (F.F. of backwall only) _ --------------'--1----------------- -- t---r�Oi- — — — — — — — — — — — — — — — — — — — — I o+ ' — — — — — — — — — — — — — — — — — - 1.1 2"xl2" Keyed 1 1 - - - - - - - - - - - - - - --- TT •J•-- �J - J - IIr L' IJ L. 11 L. IJ L: :L -oII II , „, Construction Joint Joint .11 r F.O.---III 4 - 5411-2 " a. x 1-0I,2" deep P-VC—Sleeve-II1 I I 1I1I y ef blackout for anchor bolt. Conduits. Se Note 5. 1 1 I I 1 1 1 11� Adjust reinforcement as Typ. G 13" I Waterstop /- 1I I` necessary to clear 3„I 1'_g" _3 I 1 1' Y m I 1 I blackout. Blackout form ;7" N III I I shop be removed before 1'-0" I f I •� I a 1 I anchor bolt is set. Typ. 42 - SE1 @ 12" cts. 16 I — L _----------- III 2"x12" Keyed Construction - - - - - - - ---- ------------- GCGG o t ----------- ------------ ____-_ 1I ' N W , ; I l 111 ;II IIG IIG 1 N I ' 1 Q a) t — N U ;I I I III lit N 'o. ;111 r IIG 83 - 827-1 @ 6" cis. IF.F.) 11R I c1 i v 83 - 1427-1 @ 6" cts. (B.F.) Ilh, I I III 4--827-1 � it I M 41 - 51`1 @ 12" cts. IBump-out) llh I r b 1 1 III 1I Q III; 42 - 14,11 @ 12" cts. III' 1 1 X ;111 --------- ---- 41- 14,12 @ 12" cts. III ----------------------------------------------------- I MI }^ U1 1I1� • • • ----- _--------------------------- _—_—_—___—_—_—_—_------------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �14J4 _� N `� I 11 14J3 @ 6" cts. Bx41 � 5G1 @ 12" @ 6" cts. j1 I D cts. — — — — — — — — — — — — — — — — — — — — — — N — — — — — — — —i.— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 - _- °' I I _O N -1— 608-6 @ 6 cts. Q 42 - 14J2 @ 12 cts. I h I ' U N + 18 I N °• 41-- 14J1 @ 12" cts. I 1 1 14J3 @ 6" cts. .. 14J4 @ 6" cts. - — - - - - - - - - - - - - - — - - - - - - - — -- - - - - - - - - - — - - - - - - - - — I 1 4-1 o Elev. -1.00 . L - .. Li - T�� 541-2 )Typ. 6E1 C between piles) T o 2'-534' 6 S Mj : I1 1 4-537-6 (Typ. between p les) @ 6'-0" = 36'-0" ELEVATION — ABUTMENT #3 (STAGE I) (Looking RY South) (Temporary Shoring not Shown) 24' Dio. pipe pile. (Typ.) 6E2 --/ 3.-0„ Main 1 �jcIA-III l-%! UfiZ �F/ o(-)v 4-�- 2"X12" Keyed Construction Joint. Typ. - Waterstop Future Main 18,-0" Ele� , jZ(cl vc'ti?Z Notes: 1. Slope area around bearings a minimum of z' per foot to drain. Bearing areas to be level. 2. Provide 3,4" chomfer on all exposed edges and corners. 3. The following bars shall be mechanically bar spliced 1450 to 14J1 and 14,12 14J3 to 14J5 14,14 to 14JG 541-2 to 517-6 64 1 -2 to 617-6 4. For detail of waterstop see sheet RA-16. 5. Contractor shall locate bars around conduit as shown. The Contractor shall use PJF to fill the space between the outside of the conduit and the inside of the PVC sleeve. 6. For Section C-C see sheet RA-27. 7. Cut 541-2 bar into needed lengths on each side of conduits and provide 2" clearance. 8. See RA-17 for Waterstop Protection Detail. R-3693164 FEDAID: STPUL-1276(004) i BergerABAM Z/ 333019thAvenueSouth,Suite3000L? Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 'C1' HANSOM O Copyright Hanson Professional Services Inc. 2011 ate. �. ti SHOWN �_ "°'°" r,°�„»� °. TUM CITY OF .� RENTON Public Works Department Apprc ad For constriction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A BNSF BRIDGE N0. 11.07 L.S. 0051 ELEVATION - ABUTMENT #3 (STAGE 1) 12/OS/11 -'*HPP-1276(005) CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD D RAW I N G S 7/31 /2014 HNG .� a.oa � ""` °�"' RA-19 NO. REVISION BY DATE APPR Nu "" 1 75a231 Ch Main 3 It Main 2 It Main 1 Future Main (3) M _ O � 17'-9" 13' -73,4' 4' -1 I,q" LLI ~ 14-4E1 @ ± 12" cts. 4-4E1 @ ±12" ct . _ 14-1009-1 @ 12" cts. (B.F.) 4 - 1010-4 @ p e Q (B.F. of Backwall) +12" cts. w (B.F.) EIev. 33.32 � N ' 503 @ mid -thickness. 1 0 h Elev. 31.97 - y �I-1--------------- I III ° % 508-9 (E.F.) 18 507-10 @ 12" cts. (F.F. of backwall only) I� Ii-------------------------- I 'III 3" dia. x 1'-OIrZ' deep 4 -517-6 it Waterstop w/ I III blockoui for anchor bolt. Ilt Protection I ; I Adjust reinforcement as I Sheath Waterstop I necessary to clear I I I blackout. Blackout form I ( L sh011 be removed before I t 2"xl2" Keyed > I I I anchor bolt Is set. Typ. I t Construction N I I I 18-5E1 @ 12" cts. I t Joint 2"x12" Keyed I Construction I 1 I I 36 - 821-1 @ 6" cts. IF.F.) I U �_ e Joint I _ 36-1427-1 @ 6" cts. (B.F.) ^ Ik Y _ __ ` W LL n, t i III --------------------- i •3 ti -m N i I I N r1'1 H C j I UO N 1 o I N o° N I III m 18 -5F1 @ 12" cts. (Bump -out) n+ I ail 4-827-1---'ej o N ;Ili F Ili ej� iI I 18 -14J1 @ 12" cts. I ; III N III a� 14J2 @ 12" cis. III > °m _--- III xV N - - - ---------------------- ----------------------- ui 114J6 @ 6 cts.---- ------ ^ W I ( 8x18-5G1 @ 12" cts. _ 6 cts. II1Q1 M : �L ` I----------------- III 16 --14J2 @ 12" cts. = "' 608-6 @ I M N O I I I O G" cts. I O Notes: „, i III 18^14J1 @ 12" cts. � W L E 1. SI a area around bearings a minimum - - I- 1114J6 @ 6" cts. 14J5 @ I b s of�z per foot to drain. Bearing areas I II 6° cts- - ----------------- m to be level. o---------------------�- -0 2. Provide q chamfer on al I exposed ;,, • • •..'..'�.'..• • • • • • ..........� -`t•-• • • ..'..',....... ;,., > `I edges and corners. . J 1 ; 6E3 LI X Elev. -1.00 $I 3. bar solicetlbetween following bars shall be mechanically (Typ4- 537-6 (Typ D 1D . between piles) ", piles) 1450 to 14,11 and 14,12 m 14.13 to 14J5�- LL 14.14 to 14J6 W e� Q 541-2 to 617-6 24" Dia. pipe o _ r- Ie r 641-2 to 17-6 1 2"x12" Keyed pile. (Typ.) __ 2"x12" Keyed 4. For detail of waterstop see sheet RA-16. Construction Joint 3'-0" 2 Spaces @ 6'-0" = 12'-0" 2'-9" Construction Joint 5. For Section D-D see sheet RA-27. 0 6. See RA-17 for Woterstop Protection Detail. Waterstop ELEVATION -ABUTMENT #3 (STAGE I I ) (Looking RY South) an (Temp Shoring Not Shown) R-3693165 § FEDAID: STPUL-1276(004) : a. HPP—i276(005) ') BergerABAM RECORD DRAWINGS 7/31/2014 "' sr+owN CITY OF STRANDER BOULEVARD EXTENSION %o5/tt s Department CALL 48 HOURS �/ '`11 HANSON °""" CDP Public WorkRENTON PHASE 1, SEGMENT 2A 33301 9th Avenue South, Suite 300 DATUM roved For G instruction BEFORE YOU DIG I .,� APP BNSFBRIDGEN0.11.07 L.S.0051 RA-20 N Federal Way, Washington 98003-2600 ®Copyri ht Hanson Prolessionol Services Inc 20tt 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 B NO- REVISION BY DATE APPR inn Robert M. Hanson P.E. Date ELEVATION ABUTMENT #3 (STAGE II) 1 76'231 Main 3 Main 2 Main 1 Future Main IWoterstop Protection Sheath 16'-4" 18'-0" 14'-35,8 t 41 ' -53,4" 13'-0" 5'-0" 13'-73,4" CDWoterstop , 1-4" Woterstop o I , o O O © - O -O - O - - - - - - - - - O O O --0- O - - 9 Q - O O - 9 -I Brg �- -M L L2"x12" Keyed I 1 1 i i l l l I I I I I I II I � I I 2"x12" Keyed Construction Joint Construction Joint 1 T m I I I I I I I I 1 I I I 1 I I N , „ 10"2" on 3" I.D. Blockouts 10'-31 " V -9" 10' 2 1 2 '1'-9"'10"1-9" 10"1-9" 10"1'-9" 6'-75�I6" 1'-9"10" 1'-9"10" 1'-9"10" 1'-4"10" t'-9" 5" PLAN — ABUTMENT #3 (STAGE I) Main 3 Main 2 Main 1 Future Main 18'-0" 14'-358'± 18'-0" I I I 13' -73,4' 4' -11,4' I I I I I I I Woterstop Woterstop M t'-4" 0 I M I I UvC 7 Z - - - — — Waterstop =o f o Protection Sheath P Brg. o 2"x12" Keyed Construction Joint I iI I I I I I rn i I I I II I I I ,•'+ v ' I N I I I I N 1'-61as" 21%" 1'-D" 2'xl2" Keyed Construction Joint ILL 5" V -9" 10"1'-9" 10"1'-9" 10"1'-9" 10" V-9" 5'-3" on ¢ 3" I.D. BIockouts PLAN — ABUTMENT #3 (STAGE 11) 16'—D" Note: For detail of waterstop see sheet RA-16. m 0 For detoil of Woterstop Protection see RA-17. c 0 0 R-3693166 a x i FEDAID: STPUL-1276(004) HPP-1276(005) �% BergerABAM A` SHOWN "" 'p' CITY OF xENTON STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A 12/05/11 ��° CALL 48 HOURS ��`��' 'll��\/ HANSON RECORD DRAWINGS 7/31/2014�""D "v""- m BEFORE YOU DIG 33301 9th Avenue South, Suite 300 CDa � i —{ DATUM Public Works Department Approved For Construction BNSFBRIDGE NO.11.07 L.S. RA-21 y 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 9C�>�e ht Hanson Professional Services Ina 2011 NO. REVISION BY DATE APPR 'UN ,��r' PLAN ABUTMENT #3 MAF Robert M- Hanson P.E. Date 1 77231 rn C0 M O W H Elev. 33.32 0 Elev. 28.18 ,y a D p p D D D P Front Face (F.F.) ° p D D p D D > 0 p D D D a p D D ' u Q D D O D as 18" wide. 3 ply o D o D ° joint waterproofing of around, Typ. o V o• _ D o D 0 p D • ° D ° D ° D D 0 0 o o D p D D p p p p p p D Fill behind abutment with pervious structure backfill per special provision 2-09. P9 vUv"7Z- Proposed Temporary Sheet Pile Shoring w/ Tiebacks 101 I Front Face (F.F.) MTV L ...I It GT5. tt.t.l SECTION A -A See Notes for Top of Stage Line Wall Elev. — Elev. 28.18 o� N U Front Face o IF.F. ) —� U D• L O t N C O IV 18" wide. 3 ply joint waterproofing all around. Typ. Bottom of 2"x12" Keyed excavation o Construction Joint L 24" Dia. pipe Pile, (Typ.) HEAD OF BANK DETAILS Notes' r� 1. For Stage Line Walls between Stages 1 and 2. �1 f U L o Top of Stage Line Wall Elev. = 31.97 IZ� i 00u V 2. For Stage Line Walls on Western edge of Stage 2. Top of Stage Line Wall Elev. = 33.32 6'-0" 3'-3" Top of Stage Line Wall (See Notes) 5'-0" b" 6 =r 4 •- 523-7 1. 12" cts. (E•F.) Elev. 33.32 � I I Q I I A ° Waterstop d I t I I I :I I :I I I I :I I I I :I I :I I :I I �I I :I I :I I I I I I �I I :I I €I I I I L ua Q ti I I I I I I I I I I I :I I I I I I I I h-4 508-10 I I I I I I I I 12" cts. " (E.F.) v C) t U i I up,� v II I I '� ( ao Waterstop 24" Dia. pipe pile, (Typ.) Su b rn t �•� � u � Z ).Ft coo C-• 3 STAGE LINE WALL AT ABUTMENT (Stage Line Wail between Stages 1 and 2 shown. Stage Line Walls at western edge of foundation similar) R-3693167 FEDAID: STPUL-1276(004) HPP-1276(005) *� Berge �/ 33301 9th Avenue South, Suite 300 Federal way, Washington 98003-2600 431-2300 Fax: (206) 431-2250i�r HANSON OCopyright Hanson Professional Serves Inc. 2011 I I I RECORD DRAWINGS 7/31/2014 — r su. AS SHOWN "°d7w' DATUM - CITY OF �• RENTON Public Works Department A ro• ed For Construction PP RoNrt M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A BNSF BRIDGE N0.11.07 L.S. 0051 STAGE LINE WALLS AT ABUTMENTSQ06) - 12/05/11 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ""a oaww xa: eU� CDP anti r PA- 22 NO. REVISION BY DATEHAPR 1 78 p231 rn co M O W F— L ` N I W 0 tim N ` U M 2 N � Y- 1 � Q X O v N U Elev. -1.00 Main 3 8'-4" 18'-0" Main 2 14'-35r8"± 33' -13.4" LI IJ L IJ LI �J LI )J LI LI LI IJ LI IJ LI IJ LI IJ LI r I I_ I I 3-532-11 k o I J I I 3" dia. x 1'-0112' deep u I blockout for anchor bolt. I 2"xl2" Keyed a Adjust reinforcement as Construction 4 I necessary to clear Joint L I blockout. Blackout form Z I shall be removed before I anchor bolt is set. Typ. m o I 33-5E2 @ 12" cts. Z 1 I ( N un z I � ---'� O — — — — — — — It co 33 -1127 @ 12" cts. (E.F.) l on O II N II 2 N II 4 Ir A 3 -1127 II w 33 - 5F1 @ 12" cts. (Each Bump -out) II O @ 12" cts. I (.i I I N @J ri it N it F! It O� II II N II II N II 2"x12" Keyed IR _Q II r Cons + 1450 @ 6" cts. Jonntruction I( __�1 — — — — � = — — — — — — — — — — — — — — — — _ —•-------i{-------,----------------•---------- -----•—� ------------ III I I _N 14J3 @ 6" cts. II 14J4 @ 6" cts. ui M N I W t h 608-6 @ 6" cts. I M ; I 4x41-5G1 @ 12" cts. ^ Woterstop w/ Protection 1 14,13 @ 6" cts. 1450 @ 6" cts. 14,14 @ 6" cts. Woterstop Sheath , -------------------— — — — — — — — — — — — — — — — — — �i .------------------------------------- : ---- � 6E541-2 (Typ. n piles) o m � n W T 0 '-53r4'- _ 6 S 5Lt6mi 4aI o -1 Z I� I1 1 4-537-6 1 M (Typ. between piles) II 6E2 @ 6'-0" = 36'-0" ELEVATION - PIER #2 (STAGE I) (Looking RY South) 24" Did. pipe pile. (Typ.) fo 44-40'+0 ei A JeFl cgcfcJ z/ j4 goe I o U U ¢-2 g,C1 000 (,.4- 2"X12" Keyed Construction Joint. Typ. Main 1 18'-0" Elev. 28.39 IZ (r ( c Lyu 7 Z It Futuire Main Notes: 1. Slope area around bearings a minimum of z per foot to drain. Bearing areas to be level. 2. Provide 3,4" chomfer on all exposed edges and corners. 3. The following bars shall be mechonically bar spliced 1450 to 14J1 and 14,12 14,13 to 14J5 14J4 to 14,16 517-6 to 532-11 517-6 to 541-2 4. For detail of waterstop see sheet RA-16. 5. For detail of waterstop protection see sheet RA-17. R-3693168 FEDA10: STPUL-1276(004) HPP-1276(005) �i BergerJABAM �/ 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206)431-2300 Fax: (206)431-2250 <' ,O HANSON O Copyright Hon:nn Professional Services Inc. 2011 19"""r' —HNC �qC sr+OwN �^mw�� ^°� DATUM CITY OF RENTON Public Works Department Pa q ro ad For ConstructionA-23 R. Sert M. Honson P.E. Dale STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSFBRIDGEN0.11.07 L.S.LS0051 ELEVATION PIER#2 (STAGE 1) 12/a`!11 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWINGS 7/31 /2014 ow«. c0r i-. �'=i �0M .�E�,N NO. RE.ISION BY DATE APPR .=ma. uu n 179a231 rn cm M O LLI F_ Main 3 18'-01, ,d, Elev. 28.39 U teFI o-uo-7 z Main 2 14'-3 Main 1 17' -9" 18'-0" Future Main 3" dio. x V-01,2" deep 3 ^517-6 i i 2"x12" Keyed blockout for anchor bolt. Construction Adjust reinforcement as I Joint necessary to clear I blockout. Blockout form m CD c1 I shall be removed before R anchor bolt is set. Typ. o t } R o o I 18-5E2 @ 12" cts. k I 65 i o a m n N t �____ _____________ V _ ` N n N I I a U O U O N I 24 18 -1127 @ 12" cts. (E.F.) h N Q x II Ii a � �� o II t t II o u O I ^^ I I a w I� II ± 18 - 5F1 @ 12" cts. (Each Bump -out) II I1450 @ 6" cts. ----------- I =' ------ N �I ILL. I r------- ------ T-.� j ^ x U 14J6 @ 6" cts. 614cts. K w - I °r = _________________ _ I —I------ 60B-6 @—�-1 M = e 1 6" cts. L I 4x18 - 5G1 @ 12" cis. 14J5 @ 114J6 @ 6" cts. 1450 @ 6" cts. 6" cts. N + U o L — . . ........ — ; N Elev. -1 DO x 1 I 4- 537-6 I 517-6 (Typ. ao b E tO(Typ. between piles) d-` between piles) Notes: m a1 1. Slope area around bearings a minimum L2'xl2' Keyed 0 of z per foot to drain. Bearing areas 24" Dia. pipe o _ Construction Joint to be level. 2"x12" Keyed pile. (Typ.) -1 Waterstop w/ Protection Sheath - I 2. Provide 3,4' chamfer On oil exposed Construction Joint 3'-0" 2 Spaces @ 6'-0" = 12'-0" 3'-13�4' edges and corners. s Waterstop 3' Docetl The r spI ing bars shall be mechanically ELEVATION — PIER #2 ( STAGE I I ) a 1450 to 140 and 14,12 (Looking RY South) 14,13 to 14J5 m 14J4 to 14,16 r 517-6 to 532-11 /Z Q CJ G 517-6 to 541-2 9 0 4. For detail of waterstop see sheet RA-16. etc/ a UU �G" 5. For detail of waterstop protection see sheet RA-17. gF! V 0U R-369 3 1 69 0 FEDAID: STPUL-1276(004) :o..r,e :v°t CITY OF STRANDER BOULEVARD EXTENSION 12/05/11 HPP-1276(005) ...,. A- SHOWN �� BergerABAM HAN50N RECORD DRAWINGS 7/31/2014 n� RENTON PHASE I, SEGMENT2A CALL 48 HOURS `/ °"" coP Public Works oepo tment BNSF BRIDGE NO. L.S. 0051 0 33301 9th Avenue South, Suite 300 DATUM A rc ed For C'nstruction RA— 24 BEFORE YOU DIG PP Federal Way, Washington 98003-2600 °AN i..m wr �.w 1-800-424-5555 206 431-2300 Fax: 206 431-225D 0C°DYri9nt Han Professiarol Servzes Inc. 2011 N0. REVISION BY DATE APPR ELEVATION - PIER q2 (STAGE II) � ( ) � ) AInF Robert M. Hanson P.E. Dote 1807231 CA c0 C'7 O LU H It Main 3 Main 2 It Main 1 It Future Main 14'-35,8"± 33'-13,4" I Sloped 1,11 Limits of partial Typ' height wall. Typ. o I I 1 -- - Q -O O O O O O - O O ON `O ¢ Brg - I I , -O O O - O 0 -O 9 0 C - O - - - -- - 0 - A -4 - C G O C - --0 O O '�' L2"x12" Keyed Construction Joint z � , I I I i • � I I I � I I I I I I p 101'2" 101•', 21%" on 3" I.D. BIockouts 1'-111,211'-9" 10" 1'-9" 10"1'-9" 10"1'-9" 10"1'-9° 6'-75g6" 1'-9" 1011'-9" 10"1'-9" 10" 1'-9" 10" V -9" 5" PLAN — PIER #2 (STAGE I) IZ rL i ojz-. -T Z Main 3 ¢ Main 2 Main 1 Future Main 18'-0" 14'-35,Ct 17'-9" I I � I I I I I I , I I I I i I I C I e ^C I X Brg• 0 0 O 2"x12" Keyed - - Construction Joint N cV m I li I 23g6" 2"x12" Keyed Construction Joint 5" 1'-9"10" 1'-9"10": V-91110" 1'-9"10" 1'-9" 5'-3" on It 3" I.D. Blackouts PLAN — PIER #2 (STAGE II) R-3693170 FEDAID: STPUL-1276 OJ400r HPP-1276(005) `J BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 99003-2600 (206) 431-2300 Fax: (206) 431-2250 HANSOM BCopyrighl Ronson Professional Services Inc. 20i1 �J: SHOWN we °oi n DA7UM CITY OF FENTON Public Works Deportment Approved For Construction Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE NO. 11.07 L.S. 0051 PLAN - PIER #2 w 12/05/11 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWINGS 7/3U.—MAI °�HN� "°"°° ° "�"'� CDP w PAN RA— 25 NO. RE ISION — 181 '231 M O 6'-0" Varies 6'-0" See Pion QV-0" 5'-0"" 5'-0. 11-0" W e ' 4Et All exposed concrete surfaces shall Varies 4'-6" Varies EIeev• 33.32 receive a pigmented sealer for See Plan See Plan Elev.33.32 ,1 Waterstop concrete surfaces in conformance with V Woterstop (Centered in bockwal I 1 507-10 WSDOT spec i f i cation 6-02.3 (14 )C and 3- 532-11 or 517-6 507-1 D ( Centered in bockwol I l of WSDOT color Washington Gray. Typ. @ 12" cts. r o-6 1010-4 or 4- 541-2 54 54141-2 1010-4 1009-1 or 517-6 3. 1127 @ 12"ter -+ or 1009-1 =01 ' 4-827-1 cts. (Each End) 4-827-1 541-2 or SE2 .. 541-2 or ' 517-6 I @ 12" cts. 5E1 - 5E1 517-6 I h Elev. 28.18 EIev. 26.39 0, EIev. 28.18 ,r I ♦-tTr�_ r 2" cl., - +��- 6K2 T 1 T-rD_T_� Typ. U.N.O. v4 r_-1 t�J 2" cl., o Typ U.N.O. TI_CJ_1_ Front Face q' T r- - Typ. U.N.O. 20" Did. casing for _4--I--�-.d IF.F.) ^ 12" Did. storm -•a- -+-♦---{-+-••r,' �. •� I N drain pipe �•-+-�--I-+- -t-r-I-t 827-1 o J -I -I- r -- 1coordinate w/ Front Face if-t 1'--1-t ' +-F--I-� 1127 Drainage Plans) (F.F.) - _-_T_-r---T- 4-5J10 @ 12" - O.F., trim os req'd IStdge I) o f_T=[�-T= , Bock Face IB.F.) _1_L:1 1-5J10 - O.F.. trim as req'd (Stage II1 -r1_t \\ /i 1 LJ_1 Back Face (B.F. ) �. -r--1- t 504. Typ. �- - - I- ,I`--t-r-r-t- 541-Z or , _T r� T I - - 1 Typ. .m + 1 Typ. r1 I�-fl /y\\\ //r\ _T_( -1-_T_ 541-2 or =m <v 517-6 I -C�-Z- I o N M_'--_-'�tr\/N6-e -I-C�- 517-6 o _N.1 TYD• W N 1 TYP• / r2J ��\ - as req'd /, \-r--I-+ 0 N >'m ' o 6K1 5F1, trim 532-11 o r PIPE DETAIL AT 532-11 I - or 517-6 trq'51-6 FACE OF SLAB N cl.. , >0o -a-----4-c.on 541-2 o5F1, trim 3cl. on -+--'_ TYD• U.N.O. - Back FaceFoce517-6 as reqd 827-1Bock 2" cl., (0O.F. �+ 1- 5J10 - O.F,• T-��Ttrim as req'd Stage11) C5 TYD• U.N.D. 1127 -1 T (Stage I) 18" wide. 3 ply - �MWf }-+-1---I-4-- 1427-1 -+-F -i-+--'h { joint waterproofing I LJ_1_T { 14J3 or 14J5 2" cl.,-+-F -{-+- ' 1427-1 I oil around, Typ. 532-11 or �,r�_��_ I I @ 6" cts. 14J3 or 14J5 @ 6" cts. Typ. U.N.O. t—r 1-t y-� -1-+ 1 517-6 1 I I _ 11 1 1 I _T=[1=T- 2'-2-" 2'-2" - - - I I 14J3 or 14J5 @ 6" cts. 2"x12" Keyed 1_LJ_1 I Construction -t-ry- j 14J4 or 14J6-1_LJ_I_ t450 @ Joint I r T'll I I @ 6" cts. J.--I--I-�-. 2"x12" Keyed I + I { 14J1 @ 12'• cts. 8 6" ctS. r I I ff L _1 _ 1 I { 14J1 @ 12" cts. 8 2"x12"' Keyed -+-��-�-"I I = I I 14J2 @ 12" cts. I I 1 7 _�� I I 14J2 @ 12" cts. �"-+-~�-+- Construction Joint Construction J lint _r 1_t_,� +- -� (alternating) �I --4- L -loll-4- laIternoting) n I -t-I- 1- r-I- r t- ----__O--- -=--- -7- -!J.I -- -- -- 541-2 or 1 14J4 or 14J6 20" Did. casing for -fi�II , �IIII III ` --IIII +tIII 7rt�IIII1�- �-�-�I1 I��III il111 Ir 1 4t0517-6 @ 6`cts. 12" Did. storm drain 14JA or 14J6 T Drainage 5c1. 5Gt. 2 Plans for pipe ,I 15G1. D. details. See"c yp6�Tc Go I ' 144 o146 @ 6" cts.14J4 or 14J6 @ 6" cts• reinforcing detail o �o �I Ix T �14J4 or 14J6 xt - o - }othis sheet. 4Jt or t4J1a2 @12"cts.6" cts. ( lternatin ) 608-6 6s.14J1 or 14J2 @ 12" cts. ct1450 @ 6" cts 6 -6@6"cts. (alternating) I 14J3 or 14J5 t4J3 or 14J5 @ 6cts. T 643 o145 @ 6" cts. 6" cts. - :- - On ;[-�-� r -q. - _- - . ........':- /El.v. -_------_- .61 } T 537-6 between 6E1, 6E2 53716 between 6E1, 6E2 537-6 between T 9 Piles or 6E3 n M u piles 541-2 Or �^ or 6E3 Diles ,�1L)o0 m _ Woterstop LE1.6E2 517-6 m -Woterstop3, 541-2ord L541-2 or n „ w 517-6 24" Did. pipe or 6E3 6E1, 6E2 517-6 pile. (Typ.) Woterstop or 6E3 - 24" Did. pipe 24" DID. pipe pile. (Typ.) pile. ITyp.) _ LL a 2'-C" 3 Spaces @ 6'-4" = 19'-0" 2 Spaces @ 6'-4" = 12'-8" 1 - !! 3 Spaces @ 6'-4" = 19'-0" 2'-0" SECTION THRU ABUTMENT #3 �uh�� C SECTION THRU PIER #2 jLl 1'YI1.4.1 U-I 2 SECTION THRU ABUTMENT #1 r1 o�{�z Zr-t ucv �- - ,2,e1 vdu ,{-A / 000 54- $ / r Act d000�i v �!. R-3693171 x a FEDAID: STPUL-1275(004) HPP-1276(005) BergerABAM �/ 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-23DO Fax: (206) 431-2250 <� HANSON ®copyright Monson Professional Services Inc. 2011 """"`" SAS SHOWN0 =.M/- OATUM CITY OF �NTON Public WorMs Department Appro ed For construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE NO, 11.07 L.S.0051 ABUTMENT AND PIER SECTIONS 12/05/11 - RECORD DRAWINGS 7/31/2014 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 �" coP CLIP RA-2G "�182"231 = NO. REVISION BY DOTE APPR 0) (D M O LU H ILL m 5-507-10 @ 1 5-524-7 @ 2" cts. (E.F .I 12" cts. (E.F. 1'-0., 5-507-10 @ 2" cts. (E.F. EIev. 33.32 — — — — — — —I--- 3" cl. on Back Face L.I I I I I I I I I I Q 7- I I 3 ,'• I I I I r I I� H €I I I I H o G I I€ I I I I hElev. 28.18 rt--`�---1 --� ...........................i....', I I ' ...........................I ... VI I I •• I I e, I I � I I + 3 N I I I I I I I I I 1 h I I SECTION C—C (East End of Abut. tt3) SECTION H—H (East End of Abut. tt3) IP71e Supported Retoining Wall Not Shown) 32-4E1 @ 6" cts. 10-4E 6" cts 3" cl. on Bock Face 4 - 523-7 @ 12" cts. (E.F.) SECTION D—D (West End of Abut. tt3) SECTION G—G (West End of Abut. tt3) I I I G F LIL 1t ILL ILL T `m 66 } t U U .D l0 to ao IS, 0 ej e, Q N M lr'1 U'Y ul r r m an 5E3 3" cl. on Bock Face 4 - 523-7 J 12" cts. (E.F.) 3'-3" 5-507-10 @ 3- 524-11 @ 5-507-10 @ " cts. IE.F.) 12" cts. (E.F.) pI I Elev. 33.32 *--- — — — — — -- I I ��--- I� I I I I I I I 3" cl. on Back Face I I 3 I I I F o f i is E ...........................�......I I I Elev. 28.18 �..............--- fi=- f f... - - Y of N M 7 I 1 I R Ln J Ln� � I I SECTION B—B (West End of Abut. #1) 49-SJcts.S @ 6" 49-5J4 @ 1'-8 6" cts. i — — — -. 1'-0" 5 - 507-10 @ 1 cts. IE.F.) 12" cts. (E.F. SECTION F—F (West End of Abut. u1) SECTION A —A (East End of Abut. #11 10- 5J3 @ 6" cts. 10-• 5J2 @ 6" cis. '--49-4E1 @ 10-4E1— �JIJ 6" cts. 6" cts. s 3-524-11 @ 5-507-10 @ No 12" cts. (E.F.) ID L � N C ID a) ; N SECTION E—E (East End of Abut. #1) R-3693172 FEDAID: STP-1276(6(004) NPP-1276(005) CALL 48 HOURS 0) BergerABAM ,Zw 33301 9th Avenue South, Suite 300�� Federal Way, Washington 98003-2600 (206) 431-230D Fax: (206) 431-2250 <� HANSOM p Copyright Maruan Rofessu �;al Services Inc. 2011 AS SAS SHOWN ,«� DATUM CITY OF RENTON � Public works D^ a tmenl Apprc.ed For Constructi,m Robert M. Honson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE NO.11.07 L.S. 0051 MISCELLANEOUS FOUNDATION DETAILS w 12/05/11 RECORD DRAWINGS 7/31 /2014 "mwn. BEFORE YOU DIG1:DATEAIIR 1-800-424-5555 °°° RA-27 _ �N u``,��' N0. RE ISION 9Y W 183231 rn (0 M O LU F— LIST OF REINFORCING BARS REQUIRED FOR ABUTMENT #1 (STAGE I) MARK SIZE TYPE A B LENGTH NUMBER 503 5 STR. - - 3'-0" 6 504-8 5 STR. - - 4'-8" 6 507-10 5 STR. - - 7'-10" 52 509-6 5 STR. - - 9'-6" 6 523-7 5 STR. - - 23'-7" 8 541-2 5 STR. - - 41'-2" 98 1009-1 10 STR. - - 9'-1" 27 1010-4 10 STR. - - 10'-4° 16 4E1 4 E 7" 2'-1" 4'-9" 53 5E1 5 E 5'-7" 2'-4" 10'-3" 82 5E3 5 E 7" 1'-6" 3'-7" 34 5,11 5 J 3'-10" 10" 4'-8" 92 5,12 5 J 5'-7" 10" 6'-5" 10 5,13 5 J 5'-0" 10" 5'-10" 10 6K1 1 6 K 1 5'-7" 11" 7'-5" 1 2186 LIST OF REINFORCING BARS REQUIRED FOR PIER #2 (STAGE I) MARK SIZE TYPE A B LENGTH NUMBER 532-11 5 STR. - - 32'-11" 108 5E2 5 E 4'-1" 1'-0" 6'-1" 73 5,19 5 J 2'-10" 10" 3'-8" 12 6K2 6 K 4'-2" 11" 6'-0" 1360 LIST OF REINFORCING BARS REQUIRED FOR ABUTMENT #1 (STAGE 1I) MARK SIZE TYPE A B LENGTH NUMBER 503 5 STR. - - 3'-0" 2 503-9 5 STR. - - 3'-9" 6 507-10 5 STR. - - 7'-10" 28 517-6 5 STR. - - 17'-6" 98 523-7 5 STR. - - 23'-7" 8 524-11 5 STR. - - 24'-11" 6 1009-1 10 STR. - - 9'-1" 14 1010-4 10 STR. - - 10'-4" 4 4E1 4 E 7" 2'-1" 4'-9" 67 5E1 5 E 5'-7" 2'-4" 10'-3" 58 5E3 5 E 7" 1'-6" 3'-7" 35 5,11 5 J 3'-10" 10" 4'-8" 96 5,14 5 J 7'-4" 10" 8'-2" 49 5J5 5 J 6'-9" 10" 7'-7" 49 6K1 6 K 5'-7" 11" 7'-5" 954 LIST OF REINFORCING BARS REQUIRED FOR PIER #2 (STAGE 11) MARK SIZE TYPE A B LENGTH NUMBER 517-6 5 STR. - - 17'-6" 108 5E2 5 E 4'-1" 1'-0" 6'-1" 58 5.19 5 J 2'-10" 10" 3'-8" 13 6K2 6 K 4'-2" 11" 6'-0" 720 c g Face of Concrete Hook oround horiz. a and vertical bars a, N U N L O Vert. reinf. bar Horizontal 6K1 or 6K2 reinf. bar DETAIL 'B' A J:9 BENDING DIAGRAM 9� BAR E A � A5° A BAR J 1�5• BAR F BAR G All dimensions ore out -to -out of bars Si:-rl->mt-44n ( VU LIST OF REINFORCING BARS REQUIRED FOR ABUTMENT #3 (STAGE 1) MARK SIZE TYPE A B LENGTH NUMBER 503 5 STR. - - 3'-0" 6 504-8 5 STR. - - 4'-8" 6 507-10 5 STR. - - 7'-10" 52 509-6 5 STR. - - 9'-6" 6 523-7 5 STR. - - 23'-7" 8 524-7 5 STR. - - 24'-7" 10 541-2 5 STR. - - 41'-2" 112 1009-1 10 STR. - - 9'-1" 27 1010-4 10 STR. - - 10'-4" 16 4E1 4 E 7" 2'-1" 4'-9" 75 5E1 5 E 5'-7" 2'-4" 10'-3" 82 5E3 5 E 7" 1'-6" 3'-7" 34 5,11 5 J 3'-10" 10" 4'-B" 92 5,16 5 J 10'-0" 10" 10'-10" 32 5 J 9'-5" toll 10'-3" 32 ff 5 J 4'-6" 10" 5'-4" 14 6 K 5'-7" 11 1 7'-5" 2186 LIST OF FOR REINFORCING BARS REQUIRED FOUNDATION SLAB (STAGE I) MARK SIZE TYPE A B LENGTH NUMBER 504 5 STR. - - 4'-0" 16 508-10 5 STR. - - 8'-10" 8 532-11 5 STR. - - 32'-11" 18 537-6 5 STR. - - 37'-6" 84 541-2 5 STR. - - 41'-2" 78 608-6 1 6 STR. - - 8'-6" 379 639-2 6 STR. - - 39'-2" 39 641-2 6 STR. - - 41'-2" 204 827-1 8 STR. - - 27'-1" 174 1127 11 STR. - - 27'-0" 69 1427-1 14 STR. - - 27'-1" 166 1450 14 STR. - - 50'-0" 166 51`1 5 F 11'-6" 8'-10" 20'-4" 107 5G1 5 G 7'-11" - 9'-6" 820 5,11 5 J 3'-10" 10" 4'-8" 72 5J10 5 J 14'-0" 10" 14'-10" 5 6E1 6 E 20'-6" 12'-7" 45'-8" 10 6E2 6 E 26'-10" 12'-7" 52'-0" 10 6K1 6 K 5'-1" 11" V -5" 1494 6K2 6 K 4'-2" 11" 6'-0" 306 14,11 14 J 29'-2" 2'-7" 31'-9" 166 14,12 14 J 27'-2" 2'-7" 29'-9" 166 14,13 14 J 41'-2" 2'-7' 43'-9" 250 14,14 14 J 40'-10" 2'-7" 43'-S" 250 Ri�l /-/k- 01 ier( vdv 71l LIST OF REINFORCING BARS REQUIRED FOR ABUTMENT #3 (STAGE II) MARK SIZE TYPE A 8 LENGTH NUMBER 503 5 STR. - - 3'-0" 2 503-9 5 STR. - - 3'-9" 6 507-10 5 STR. - - V -10" 28 517-6 5 STR. - - 17'-6" 110 523-7 5 STR. - - 23'-7" 8 1009-1 10 STR. - - 9'-1" 14 1010-4 10 STR. - 10'-4" 4 4E1 4 E 7" 2'-1" 4'-9" 28 5E1 5 E 5'-7" 2'-4" 10'-3" 58 5E3 5 E 7" 1'-6" 3'-7" 35 511 5 J 3'-10" 10" 4'-8" 96 5,12 5 J 5'-7" 10" 6'-5" 10 5,13 5 J 5'-0" 10" 5'-10" 10 5J9 5 J 2'-10" 10" 3'-8" 12 GK1 1 6 K 5'-7" 11" 7'-5" 954 LIST OF REINFORCING BARS REQUIRED FOR FOUNDATION SLAB (STAGE 1I) MARK SIZE TYPE A B LENGTH NUMBER 504 5 STR. - - 4'-0" 16 508-10 5 STR. - - 8'-10" 8 517-6 5 STR. - - 17'-6" 100 537-6 5 STR. - - 37'-6" 36 606-6 6 STR. - - 8' 6" 284 617-6 6 STR. - - 17'-6" 204 639-2 6 STR. - - 39'-2" 39 827-1 8 STR. - - 27'-1" 80 1127 11 STR. - - 27'-0" 39 1427-1 14 STR. - - 27'-1" 72 1450 14 STR. - - 50'-0" 72 SF1 5 F 11'-6" 8'-10" 20'-4" 54 5G1 5 G 7'-11" - 9'-6" 360 5,11 5 J 3'-10" toll 4'4" 72 5,110 5 J 14'-0' 1D" 14'-10' 3 GE3 6 E 14'-0" 12'-7" 39'-2" 10 6K1 6 K 5'-7" 11" V -5" 648 6K2 6 K 4'-2" 11" 6'-0" 162 14,11 14 J 29'-2" 2'-7" 31'-9" 72 14,12 14 J 27'-2" 2'-7" 29'-9" 72 14,15 14 J 17'-7" 2'-7' 20'-2" 250 46 14 2'-7" 19'-10ll 250 R-3693173 FEDAID: STPUL-127C,,004) HPP-1276(005) �) BergerABAM �� 333019thAvenueSouth,Suite300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 HANSON OCoPyrignt Hanson Professional services Inc. 2011 °`�'"HN� a•,.� SHOWN ".";ww'w. DATUM CITY OF � RENTON Public Works Department Appro ed For Construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE I, SEGMENT2A BNSFBRIDGE NO. 11,D7 LS.0051 FOUNDATION REINFORCEMENT TABLES 12/05/11 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD DRAWINGS 7/31/2014 .0 " CDP pNfNp1 a N RA-28 NO. RE 'ISION BY DATE APPR MnF "� 1 84" 231 ESTIMATED QUANTITIES - ABUTMENT #1 (STAGE 1) DESCRIPTION UNIT QUANTITY C.I.P. CONCRETE CLASS 40 CU. YDS. 194.6 REINFORCEMENT LBS. 32.800 REINFORCEMENT (EPDXY COATED) LBS. 0 JOINT WATERPROOFING LIN, FT. 83 MECHANICAL BAR SPLICERS EACH 98 STRUCTURE BACKFILL CU. YDS. 919 WATERSTOP LIN, FT. 66 DAMPPROOFING SO. YDS. 169 ESTIMATED QUANTITIES - PIER #2 (STAGE I) DESCRIPTION UNIT OUANTITY C.I.P. CONCRETE CLASS 40 CU. YDS. 140.1 REINFORCEMENT LBS. 16,470 REINFORCEMENT (EPDXY COATED) LBS. 0 JOINT WATERPROOFING LIN. FT, 66 MECHANICAL BAR SPLICERS EACH 108 ESTIMATED QUANTITIES - ABUTMENT #1 (STAGE II) DESCRIPTION UNIT OUANTITY C.I.P. CONCRETE CLASS 40 CU. YDS. 88.3 REINFORCEMENT LBS. 15.990 REINFORCEMENT (EPDXY COATED) LBS. 0 STRUCTURE BACKFILL CU. YDS. 86 JOINT WATERPROOFING LIN. FT, 36 WATERSTOP LIN. FT. 34 DAMPPROOFING SO. YDS. 85 ESTIMATED QUANTITIES - PIER #2 (STAGE II) DESCRIPTION UNIT OUANTITY C.I.P. CONCRETE CLASS 40 CU. YDS. 81.2 REINFORCEMENT LBS. 8.880 REINFORCEMENT (EPDXY COATED) LBS. 0 JOINT WATERPROOFING LIN. FT. 36 ESTIMATED QUANTITIES - ABUTMENT 93 (STAGE 1) DESCRIPTION UNIT QUANTITY C.I.P. CONCRETE CLASS 40 CU. YDS. 255.7 REINFORCEMENT LBS, 34.380 REINFORCEMENT (EPDXY COATED) LBS. 0 JOINT WATERPROOFING LIN. FT. 83 MECHANICAL BAR SPLICERS EACH 112 STRUCTURE BACKFILL CU. YDS. 914 WATERSTOP LIN. FT. 66 DAMPPROOFING SO. YDS. 169 ESTIMATED QUANTITIES - FOUNDATION (STAGE 1) DESCRIPTION UNIT QUANTITY C.I.P. CONCRETE CLASS 40 CU. YDS. 1526.2 WSDOT CLASS 4000P CONCRETE CU. YDS. 711.7 REINFORCEMENT LBS. 424.000 REINFORCEMENT [EPDXY COATED) LBS. 0 STRUCTURE EXCAVATION CU. YDS. 7.796 MECHANICAL BAR SPLICERS EACH 1132 FURNISH STRUCTURAL STEEL PILES LIN. FT, 6661 DRIVE STRUCTURAL STEEL PILES EACH 77 WATERSTOP I LIN. FT. 202 ESTIMATED QUANTITIES - ABUTMENT #3 (STAGE Ill DESCRIPTION UNIT OUANTITY C.I.P. CONCRETE CLASS 40 CU. YDS, 98.8 REINFORCEMENT LBS. 15,300 REINFORCEMENT (EPDXY COATED) LBS. 0 STRUCTURE BACKFILL CU. YDS. 86 JOINT WATERPROOFING LIN. FT. 36 WATERSTOP LIN. FT, 34 DAMPPROOFING SO. YDS. 85 ESTIMATED QUANTITIES - FOUNDATION (STAGE 11) DESCRIPTION UNIT OUANTITY C.I.P. CONCRETE CLASS 40 CU. YDS. 643.3 WSDOT CLASS 4000P CONCRETE CU. YDS. 305.0 REINFORCEMENT LBS. 193.240 REINFORCEMENT tEPDXY COATED) LBS. 0 STRUCTURE EXCAVATION CU. YDS. 2715 FURNISH STRUCTURAL STEEL PILES LIN. FT. 2855 DRIVE STRUCTURAL STEEL PILES EACH 33 MECHANICAL BAR SPLICERS EACH 144 WATERSTOP I LIN. FT. 101 R-3693174 FEDAID: STPUL 27E,'0 5) HPP-127E;005) 0) BergerABAM �� 33301 9th Avenue South, Suite 300,, Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 OCopyright Hcnson Pr iessionol Services Inc. 2011 """m SAS SHOWN �� '"" DATUM CITY OF `� � RENTON Public Works Deportment Approved For Construction FP Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE N0. 11.07 L.S. 0051 FOUNDATION ESTIMATED QUANTITIES y�12/05/11 CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 RECORD RECORD DRAWINGS 7/31/2014 HN� nnoem� on.cw cop .�� s � �,, RA-29 N0. REVISION BY DATE APPR MAF "`� 1 85'31 Bearing it Bearing End of End of Beam Beam 5'-41% 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-41,s Vl Angle 3x3x3,8 conduit mounting bracket on this side only. Typ. W40x277. TYp• A 5 4 ( 1 [b 5 V 4 .¢..¢n....e,==�.n¢¢¢¢¢n=====_`-='_____¢_¢__¢____�_-;________________='______._._._.==};s�:=....¢...n....�.n...........¢�_ .............. V 5 V V 1 1 V V ^J z.v.vaz.sc____z_v__zzz--vzevvzzzzsec_e_xz_:_,.�C ---_ _ -_ V V V 5 J I Ja-o- J I I V V V V V 4 V i ...........................n===¢ _-______________________________'__ -__°___________==¢=¢n¢¢..=__•______ _ 4 { 4 1 V V V 4 W40x277. TYp• 5'-6" 5'-6 9., i End of Beam Bearing 9. 54'-11" FRAMING PLAN 56'-5" out -to -out of Beam 54'-11" MOMENT & SHEAR TABLE FOR STEEL DECK BEAMS DESCRIPTION MOMENT SHEAR Dead Load 479"" 35" Live Load 895 """' 74" Impact 432 ` "' 36 " Total 1,807 "'" 145 ` Steel A.S.T.M. A709 GR. 50 T2 Net 1 20,906 in^ Net S IBottom) 1,053 in3 fst (Bottom) 20.2 KSI Gross 1 21.900 in4 Gross S (Top) 1.100 in3 fsc (Top) 19.7 ksi I -Moment of Inertia of the Section S—Section Modulus fs-Max. unfactored Stress in the net section due to D.L. + L.L + Impact 5-474n 5A„ 9. End of Bearing Beam STEEL NOTES: DEAD LOAD: (ASSUMED) 9" RAIL 200 BALLAST IINCL. TIE) 1950 STEEL DECK 8 CURB 560 WATERPROOFING 78 WALKWAYS 67 FUTURE BALLAST +t 1572 STEEL 1772 CONDUIT 139 W40x277 TOTAL 6339 LBS. PER LIN FT. OF TRACK PROPERTIES: (W40x277) BEAM ELEVATION r d - 39.7" bf = 15.8" tf = a Total Design tw = 0,830" 0.630Ballast Depth = 2'-6" R-3693175 FEDAID: STPUL-1276(004) HPP-1276(005) - 0) BergerABAM �� 333019thAvenue South, Suite 300� Federal way, Washington 96003.2600 (206)431-2300 Fax: (206)431-2250 HANSON GCopyright Nanson Professlonol Services Inc. 201t s ,Ev SAS SHOWN w"0oe n' DATUM CITY OF RENTON Public W:rks Department P.yproved For Con: tructi_n Robert M. Ronson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A BNSF BRIDGE N0. 11.07 L.S. 0051 FRA G PLAN - PAN 1 (MAN 3) 12/05,'! 1 RECORD DRAWINGS 7/31 /2014 oown HNa ° CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 �D�ATEPR c0P � r �f rxi D°'""' AAp NO. REVISION BY RA-30 'i0186 ¢'231 C7) c0 C'7 O W F_ Bearing End of � I Beam 9' Bear ing End of Beam 41'-11° 9° 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-17/8 Sg" Angle 3x3x3rB conduit mounting bracket on this side only, Typ. W40x1991 1 TYD• 1 1 . �Srr--------•----rK,ti.............r�jT ................ sip.............. p{bu-'...............�-�7►-a�................ x-q•........................ r l 1 1 V 1 1 1 1 1 1 .j................................ ---.............•••••.........- . ........................... ---...••--•-••--••••••-•--•••••-. 1 1 V 4 1 1 1 1 V -4 ^- ^-- ^-•----- ^ �..._--------;=E�------------------------------- 4------------------------------- ;�;-------------•------------------1- V 1 1 -i-........---•---•--•-........... ...........................- - g--------------.--------------• �4` --------------------------------E- 1 1 V V 1 V 1 V V .{............... ..............................t� ........................... ...........:,�; ............;�....._.......�. V 1 V W40x199. J i TYp• 5,-174' 5'-3" 5'-3" 5'-3" 5'-3" 5'-3„ 5'-3" 5'-17A" 6. 9" 41'-11' 9" i End of FRAMING PLAN End of Beam Beam Bearing ¢ Bearing 43'-5' out -to -out of Beam Wdn�tOG j L 11h 11A i v BEAM ELEVATION MOMENT & SHEAR TABLE FOR STEEL DECK BEAMS DESCRIPTION MOMENT SHEAR Dead Load 262' "' 25' Live Load 626 "-"' 65' I rrpocf 316 ' "' 33' Total 1.203"""1 122' Steel A.S.T.M. A709.Gr. 50 T2 Net 1 14.135 in4 Net S (Bottom) 728 in 3 fst (Bottom) 19.4 KSI Gross 1 14,900 in4 Gross S (Top) 770 in 3 fsc (TO ) 18. 7ksi I -Moment of Inertia of the Section S-Section Modulus fs-Max. unfactored stress in the net section due to D.L. + L.L + Impact STEEL NOTES: DEAD LOAD: (ASSUMED) RAIL 200 BALLAST IINCL. TIE) 1950 STEEL DECK d CURB 565 WATERPROOFING 78 WALKWAYS 70 FUTURE BALLAST * 1572 STEEL 1366 CONDUIT 139 TOTAL 5939 LBS. PER LIN FT. OF TRACK PROPERTIES: I1(40099) d = 38.7" bf = 15.8' if = 1.Total Design tw = 0.650" 50Ballast Depth = 2'-6" R-3693176 FECAID: __TPUL-1276(004) HPP-1276(005) CALL 48 HOURS �/ �) BergerA.BAM<g! 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206 431-2300 Fax: 206 431-2250MAF ) ( ) HANSON 9Copyright Hanson Professional Ser,.es Inc. zot t Ai SHOWN °PQ°"�"'O 1°°'r'^' DATUM � CITY OF RENTON P•u^�btic•warks Deportment A, roved For Construction NP Robert M. Han- m P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A BNSF BRIDGE N0.11.07 L.S. 0051 FRAMING PLAN - SPAN 2 (MAIN 3) 12/os/„ RECORD DRAWINGS 7/31 /2014 BEFORE YOU DIG 1-800-424-5555 CDP 413YJCATE ,,,�, MN �� N0. REVISION APPR RA-31 �187'�231 ' rn co M O W F_ Bearing Bearing End of End of Beam Beam 9" 54'-11" 9" 10'-111r2" 11 ' -0 " 11 ' -0" 11 ' -0" 10-11 Ir2" Intermediate Diaphragms on W40x277. this side to be provided + ' T and instolled with Main 1 1 r yp' r Bridge only (D - aaaaaa.aa.a.aaaaa.a..aaa.'-,a.........a.....................'- �. C C N V V V V o,- ---------- ---------------'-_""------____' aaaaaaa.a_.=.aa..aa.aa,a.aaa.a..�a.aaaaaaa.aaaaa..=aaanaaa..a.aaaaa}a C n' = V 5 5 V C N CD C O 4 cl--_cv..........-T- ............... ..6_� .aavvazvvve:azavca azaazzavaaaaa--_zs__szzvvnszcnaxaaavac v+ _ ti - N \ V V V O ` aaaa.n==an_______________________`nann.nnanaananaa.. 'a� ....aaa.aaaaaaaaaaaaaaaaaaaaaaaaaaaaaa...aaaaaaaaaaaaaanaa=aaaaa a. = 4 V 4 V c =' 5'-474- 9 I End of Beam Bearing _____________________________-�====aaa=====aaa_._=_____________= W40x277.- TYp• 5'-6" 5'4" 5'-6" 5'-G" 54'-11" FRAMING PLAN (Main 2 shown. Main 1 opposite & similar) 5'-6„ 5,-6„ 5,-6" 5.-474a MOMENT & SHEAR TABLE FOR STEEL DECK BEAMS DESCRIPTION MOMENT SHEAR Dead Load 466 " 34 " Live Load 1,131`"'" 94" I oct 514'" 43" Total 2.110"""' 170' Steel A.S.T.M. A709.Gr. 50 T2 Net I 20,906 in' Net S 18ottom) 1.053 in3 fst (Bottom) 23.6 KSI Gross 1 21,900 in Gross S (Top) 1,100 in3 fsc (Top) 23.0 ksi r. 9a I End of Bearing Beam I -Moment of Inertia of the Section S-Section Modulus fs-Max. unfactored stress in the net section due to D.L. + L.L + Impact STEEL NOTES: 56'-5" out -to -out of Beam DEAD LOAD: (ASSUMED) 9" 54'-11" 9.. RAIL 200 m BALLAST (INCL. TIE) 2046 c5 STEEL DECK & CURB 510 WATERPROOFING 75 WALKWAYS 34 E FUTURE BALLAST 1860 STEEL 1707 m CONDUIT 35 1 TOTAL 6466 LBS. PER LIN FT. OF TRACK �I W40x277 b1 f'K J C� I 0/ j Z PROPERTIES: (W40x277) 0 BEAM ELEVATION bf -39578" tf = 1.58" idtw = 0.630" s Total Design If Ballast Depth = 2'-6" E a O O N N 0 a A R-3693177 0 r o. FED'.ID: STPUL-1276(004) HPP-1276(005) �) Ber IXfO1 RECORD DRAWINGS 7/31/2014 ° "- HNG '"`: AS SHOWN »Aw �.m CITY OF RENTON STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A «�lz/as/,1 a CALL 48 HOURS erABAM �/ HANSON "' CDP Public Works Deportment m in BEFORE YOU DIG 333019thAvenueSouth,Suite300 Kamer j DATUM A rc ed For Construction pp BNSFBRIDGEN0.11.07 L.S.051 RA_32 1-800-424-5555 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 (Copyright Hanson Prolessoncl Services Inc. 2011 NO. RE.'ISION BY DATE APPR ��OfiDuar " ""p1p Robert M. Hanson P.E. Date FRAMING PLAN - SPAN 1 (MAIN 1 & 2) "" 1 88" 231 0) c0 M O W F_ End of Beam C C ti N CC: N L 1- oiN CC � C P N � < O N G)_. . 1 O N Bearing Bearing End of Beam 9" 41'-11" 9° 10'-5IT 10'-6" 10'-6' 10'-51'z Intermediate Diaphragms on this side to be provided r W40xl99, r and installed with Main 1 r + Typ. ' Bridge only .::.............................-,---•----...----........-•------=------.....-------•----•---•--=4................_..............'-�- 1 1 1 5 V V 1 V 1 ................................ ------------------------------- ------------------------------ 'k`�.-----------.---.----.-------..}. V 1 V L ----------- --------------------- 11 ....................................-1................................. .1 --------------------------------- 1 1 1 1 1 V •+........... ------•......... ---•--•................................ g............................... Ell5dr...............................}. 1 V 1 1 4 1 1 1 1 . ........... .:*e ............ -- ------------.---E�................ .................... s................. -i=-----------. -t;..................k� r r r r r r r r r r r r r r r r r r r r r r r r r r r r r W4Ox199. TYp• :Y8- ! 5'-1 9 End of Beam Bearing 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 41'-11" FRAMING PLAN (Main 2 shown. Main 1 opposite & similar) 43'-5" out -to -out of Beam 41'-11" WA n..t 00 5'-1 fib- 1/" 9" End of Bearing Beam 5uhr&4 0-73.L BEAM ELEVATION 9„ g a a m N FEDAID: STPUL-1276(004) HPP-1276(005) 9i BergerABAM �/ 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 I�� HANSON 9 Copyright Hanson Professi rcl Services Inc. 2011 AS SHOWN DATUM CITY OF �+ RENTON Public Works Deportment Appr .?d For construction Robert M. Hanson P.E. Dote RECORD DRAWINGS 7/31/2014N�f CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 °'""" CUP ova A"N ra.�.s.. N0. REVISION BY DATE APPR iwkr MOMENT & SHEAR TABLE FOR STEEL DECK BEAMS DESCRIPTION MOMENT SHEAR Dead Load 254 "'" 24 " Live Load 790 "" 82 k Iffpact 376 L-ft. 39 k Total 1.420 `'" 145' Steel A.S.T.M. A709.Gr. 50 T2 Net 1 14.135 in Net 5 (Bottom) 728 in 3 fst (Bottom) 23.0 Gross 1 14.900 in4 Gross 5 (Top) 770 in 3 fsc (Top) 22.1 ksi I -Moment of Inertia of the Section S-Section Modulus fs-Max. unfactored stress in the net section due to D.L. + L.L + Impact STEEL NOTES: DEAD LOAD: (ASSUMED) RAIL 200 BALLAST IINCL. TIE) 2046 STEEL DECK & CURB 514 WATERPROOFING 75 WALKWAYS 35 FUTURE BALLAST a 1860 STEEL 1351 CONDUIT 35 TOTAL 6116 LBS. PER LIN FT. OF TRACK PROPERTIES: IW40099) d = 38.7" bf = 15.8" if = 1.Total Design tw = 0.650" 50Bollost Depth = 2'-6" R-3693178 STRANDER BOULEVARD EXTENSION 12/05/11 PHASE 1, SEGMENT2A BNSF BRIDGE NO. 11.07 L.S. 0051 RA-33 FRAMING PLAN - SPAN 2 (MAIN 1 & 2) — 1 89 "231 Vj rn c0 M Q W F- A A 4 5x5x3B'. Typ. +7- -7+ Main 3 W40x277, Typ. (Span 1) MC16x42.7 W40x199, Typ. (Span 2) n Diaphragm. Typ. 0 3,4" x 7" Brg, o e Stiffener, Typ. Typ, a 0 e 0 � 516 0 e W33x118. Typ.---__ e e a 6 3x3x3,8" _ "' 11 Sole Plate-SP11.07-1 ISpan ti Span Sole Plate - SP11.07-2 2) ' - Mill to 112" Clip, bear. Typ. Typ. Cope as Required, Typ. Bear ing Plate-BP11.07-1 or -2 = - Typ. I �i ii ii ii Anchor Bolt-AB11.07 Typ, I Bearing Pod-LP11.07 Typ 1`-10"a 2'-7" 2'-7" 2'-7" 2'-7" 1'-101'a" TYPICAL END DIAPHRAGMS AND BEARINGS FOR MAIN 3 (Looking RY North) • H.S. Shop bolt o H.S. Field bolt Main 3 Intermediate diaphragm W33x118. Typ. o ' Flo- B o d 3x3x3B° n io O N O N Ie N II y1 11 �o o io Cope as Required. Typ, W40x277. Typ. (Span 11 2- Angle 5'x5"x3,e". F W40x199. Typ. (Span 2) Typ B I i I V-10"a" 2'-7" 2'-7" 2'-7" 2'-7" V-1 TYPICAL INTERMEDIATE DIAPHRAGMS FOR MAIN 3 (Looking RY North( Typ. F Tie 7" Tie Ballast Varies 91,2" to 121.2" - Waterproofing 3�4' Bo I I ost c, Pon Plate O c n N ` c a N N ^c I M,1 0 4 5x5x%e7, Typ, W33x118. Typ. Top of Bridge Seat L m in m {3 Brg. Stiffener, Typ. VIEW A -A Top Flanges not shown for clarity. o4t o k z 5j477mi �tal D l3 `- W33x11B Intermediate Diaphragm SECTION B-B R-3693179 FEDAID: STPUL-1276(004) HPP-1276(005) CALL 48 HOURS �% BergerABAM �/ 333019thAvenue South, Suite 300 Federal Way, Washington 98003-2600A1'1 206 431-2300 Fax: 206 431-2250 ( ) ( ) <0! HANSON ®Copyrgnt Hanson Professional Services Inc.I2011 SAS SHOWN b d�i,,. " DATUM CITY OF RENTON Public Works Department Appr<--ed For Construction Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE NO, 11.07 L.S.0051 FRAMING DETAILS (MAIN 3) 12/Oa/11 RECORD DRAWINGS 7/31 /2014 HNC �""" .uc BEFORE YOU DIG 1-800-424-5555 WP I ' RA-34 _ � • ax �, N0. REVISION BY DATE�PPR MAF �190 p231 V J rn c0 M O W F_ A A A 5x5x3,e". Typ. Main 1 � Main 2 MC16x42.7 D 3q" x T" Brg. ' r Diaphragm, Typ. O Stiffener. Typ. W4Dx277. Typ. (Span 1) Typ, o o '^ W4Dx199. Typ. (Soon 21 h S16 0 W33x118. Typ, 0 0 too to I 'Illy' to 0 0 0. 0; 0 0 o ° o o _ 10 O Q1'II 10 O O DI N Sole Plate - SP11.07-1 (Soon 1) n ^ � " Sole Plate - SP11.07-2 (Span 2) Mill to ' 11,2' Clip. boor. Typ. jk Typ. Bearing Plate-BP11.07-1 or -2 Ah Typ. __-'=_ - _-_-_ — 11 11 Anchor Bolt-AB11.07 Typ I LI IJ U IJ LI u LI IJ LI .J LI U LI .J LI IJ LI U U IJ Bearing Pad- LP11.07 Typ 2'-7" 2'-7" 2'-7" 2'-7" 1'-31,2 V-31,Z' 2'-7" 2'-7" 2'-7" 2'-7" 2'-61,16" _ Stage 11 Construction Stage I Construction of Tie 7" Tie Ballast Varies 9',{ to 12',Z - Waterproofing I 3'4" 601 lost '^ N Pon Plate 0 In V, N rl-I m M N 1 -O TYPICAL END DIAPHRAGMS AND BEARINGS FOR MAIN 1 AND MAIN 2 Note; (Looking RY North) 4! 4 V j • H.S. Shop bolt (� ��¢ `5 J y Sea sheet RA-34 for Section B-8 o H.S. Field bolt and Section A -A. It Main 1 F Intermediote diaphragm W33x11B. Typ. O O 0: O Oi O O; O; DI DI of o� O; O; OI OI o; o� 2-Angle 5"x5"x3j", Typ' 2'-7" 2'-7" 2'-7" 1,-31,2" V-31,2" Staoe 11 Construction Main 2 A 5x50,8"' Typ. ° a to 1, 0 Ie o u a iv N II ; O D N II ul O. ;e W33x118. Typ. W40x277. Typ. (Spon 1) Iy _ W40x199. Typ. (Span 2) 9 B 2'-7" 2'-7" 2'-7" 2'-7" Stage I Construction TYPICAL INTERMEDIATE DIAPHRAGMS FOR MAIN 1 AND MAIN 2 (Looking RY North) Top of Bridge Seat R-3693180 FEDAID: STPUL-1276(004) HPP-1276(005) �) BergerABJAM 333019thAvenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 HANSON pCopyrighl Hanson Professanol Services Inc. 2ott SAS SHOWN xO°�0'" .�,„I DATUM CITY OF ItENTON Public Works Deportment A proved For Construction Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A BNSFBRIDGENO.11.07 L.S.0051 FRAMING DETAILS (MAIN 1 & 2) w,z/os/1 t CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 -RECORD DRAWINGS 7/31/2014rHn� °" " coa I ., I I 1 "" RA-35 �N NO. REVISION BY I DATE APPR Wnr 1 91 '231 r� I To Tacoma rn M MY South) O 2" Gap 10 %t6" LU t L a m as - a � o o Cy N n C C CT :E 16L - TRAU F i Walkway Bracket - WB11.07-2. TyD. O N — I O N - =�I oN ~I O N 'ION TREAD )ANELS Mork Length Width 1 70'-6" Length 12" 2 11'-0" Length 12" 1V-6" Length 12" 12'-0" Length 12" t 10'-6" Length 10" 11'-0" Len th 10" 7 11'-6" Length 10" 8 12'-0" Length 10" 9 10'-6" Length 7" 11'-0" Length 7" 11'-6" Length 7" 12'-0" Length 7" 43'-5" out -to -out of beam J 4" Gap 56'-5" out -to -out of beam 5'-1%8" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-17,' 5'-47,8" 5'-6" V -6" 5'4" 5'-6" 5'-6" 10 TI6" Walkway Bracket 2 - 2,,xl2"xtt go. B 8" Walkway Bracket W811.07-1, Typ. Traction Tread W811.07-1, Typ. 3 C 1 1 n n C 2 A42 f 5'-6" 5'-6" 5'-6" 5' 2-2"x12"x11 go. Traction Tread To Seattle MY North) 2" Gap 81 '�e" 3 � 30 1 1 3 U 2 2 "w c w �. - O e C Ballast Curb 3,4' Ballost Pon 8 L ® C Ballast Curb 8(' Bo last Pon -- Deck. Plate -DP100 A � r* B Plate. TO.. ' Deck Plate - DP104 Closure Plate B A Plate. Typ. Deck Plate•-DP100 -- EB �k '- - - - L► 6 6 �1 - - 'I' - ---------- 1 -----------•- fl - - B fl - -- - — — - —Deck Plate -SDP11.07-2 Closure Plate I I B r A Ir Deck Plate -•SDP11.07-4 34" Bollost Pon A B Deck Plate - SDP11.07-02 -- 7'-0",TyD• Lug �3,4" Ballast Pan B I _ A 7 Lug 7'-0".TyD. �; 7'-0".Typ• ¢ Plate. Typ. Lug Q 4� A Closure Plate PAote, Typ. Bollost Retainer Ba1.1a$f Retainer B � I_ E 7 B Ballast Retainer Bollost Retainer Ballast Retainer Bollost Retai � er 6 Ballast Re Diner B Ba � lost Retainer � Lu 7'-0".Typ. SBRT1.07-•4 -- y-SBR11.07-3 -- - SBRa1.07-3 � SBR11.07 4 - SBR11.07-2 ^ SBR11-.07-1- . - SBR11,07 1 - BR11.07-2 -g- - 4 closure Plate 41,z' "' 41,2"Hl6 Any.Ie-sa11.D7-1, B 4 See Note 2 Plate A r0- B 3,4' Bo I l ast Pon Plate, Typ. Angle - SA11.07-2_. Typ. this span Deck Plate TYp• this span I* B A 3.4" Ba l l ast Pan Plate, Typ. See Note 2 � Deck Plate- SDP11.07-01� Deck - SDP11.07-1 -SDP11.07-3 e - e ------------___._. �►B Bfj _._ ___ _ _._.___._.._ ______.__________._.__. ___ _._._. _._ __-B t►6 _ Bel J . " — Deck Plate-DP101 Closure 'f�3 Plate B �A ;; i; I Deck Plate �3,4' Pon (�A I B Deck Plate -DP101-- ® a Ballast Pan C t ® 2 i; ® Bollost C 41 ® MK, 1 Plate, Typ: - r—Ballast Curb �I a Plate, fyp. 11, A Bol last Curb I i 5 5 f 13 � b b .4:•.--:.: b---•::v: t1 r 71 BdIIOSt Curb F,; ® Ballost Curb _ rF, n A tO-C — ail ; 7'-D".Typ. � 3, 7'-D"•TYD 3,4' Ballast Pan Lug C 4 Ballast Pan Lug Plate. Typ. 'rPlate. TyD Deck Plate -DP100 A F► B Deck Plate - DP1D5 Closure Plate- � B A Deck Plate -DP100 a Deck Plo+e•-DD i 1 t* B B ;' Deck Plate 4 B B D ck Plate OP101 - ;I -- ---- -----T_ ------ --_------ --_ ------------- - _ - - --- --- - - -- ---- -- ; Closure Plate B A V-O"'°Typ• LDg �3, A B 7'-0",Typ. Lug L3.,r I C 4' Ballnst.Port ...., C ® 4 Bollost Pon 8 „ ® Plate. Typ. Plate•- Typ: Ballost Curb -- - - ----- flaIIost Lurb ja 3 1 1 J C 3 n ' �a _.1 •. 2 ' 2 C 4 1-� 3 4 2 2 Y Y 2 4 - 2- 2"x12"xtt ga. Walkway Brack. 1 '• 2 - 2"x12"x11 ga. Walkwayy Brock. Traction Tread WB11.07-1. Typ. 10 Ie Bte" Traction Tread W811.07-1. Typ. 5'-1te' 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-3" 5'-111 5'-4%8" 5'-6" 5'-6" 5'-6" 5'-6" 5'-6" 5'-G" 5'-6" V -6" 5-41�8� B %8" 43'-5" out -to -out of beam 2" Gap 4E Field cut grating End of girder to edge of to provide a 2" Angle - SA11.07-1 or gap to the face of SA11.OT-2. bockwoll 11 56'-5" out -to -out of beom 4" Gap NOTES: 1. DIMENSIONS TRANSVERSE TO TRACK REPRESENT OUT -TO -OUT OF BALLAST PAN PLATE WIDTHS. BALLAST PAN PLAN 2. CONTRACTOR TO DESIGN AND PROVIDE SUFFICIENT BLOCKING TO ACT AS A TEMPORARY BALLAST RETAINER BEYOND THE LIMITS OF THE STEEL BALLAST RETAINER 1 - 2"x7"x11 go. I- 2"x10"x11 go. d 1 2"xw' ll ga. Troction Tread 21 2" 3. FOR MATERIAL SPECIFICATIONS. SEE GENERAL NOTES. 5<<lal-V_1' }�el/ b �. SEE SHEET RA-37 FOR SECTION VIEWS R -3693 1 8 1 FEDAID: STPUL-1276(004) H BerPP-1276(005) � �i erABAM `� 33301 gth Avenue South, Suite 300<0! Federal Way, Washington 98003-2600 (206)431-23D0 Fax: (206)431-2250 HANSON QCopyright Hanson Professional Services Inc. 2011 p•,• AS SHOWN DATUM CITY OF RENTON Public Works Department A roved For Com truction pp Robert M. Hons_n P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE N0. 11.07 L.S. 0051 BALLAST PAN PLAN 12/05/11 R_ ECORD DRAWINGS 7/31 /2014 wsmrtc HNG c CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 a""" CDP ". RA-36 a,�,W A4N NO. REVISION BY DATE APPR ,�, MAF 192'231 CA (0 M O W H 3'4" Ballast Pan Plate Typ 516 516 W40x277 (Span 1) W4Cxl99 (Span 2) SECTION A —A Beam Fill ballast pan gaps with Stirling Lloyd-Metaset 300. 5B, I maor approved equal. Install per nufacturer's recommendations. 11'4" 2' -53,4' C I osure Plate Grind edge (Typ.) 3,4' Ballast Pon Plate r cl Ballast pan closure Plate —No Weld 516 W40x277 (Spon 1 ) 5'16 W4Cxl99 (Span 2) 5,16 SECTION B—B %e' dic. A325 Bolts A5x5x3•e n l,n W33xll8 Curb Support r see Detail F SECTION C—C -35,e' Inside to Inside of Bal lost Pon Curb (Main 1 & 2) 13'-0" Inside to Inside of Ballast Pon Curb (Moin 3) Top of Walkway 1�« Bracket 5;8'x16" Ballost Pon Curb 1,2'x3 "x12" Fill Plate 5, 3,4" Ballast 5'6 Pan Plate Plate "2"x65'e Cope as Required. Typ. Walkway Bracket WB11.07-1 or W611.07-2 4 5x5x3,6" a' dia. A325 bolts v 27'-35,8 Inside to Inside of Bol lost Pon Curb (Main 1 & 21 DETAIL F 13'-0" Inside to Inside of Bol lost Pon Curb (Main 3) ll Top of Walkway t Bracket WT16.5x84.5 ■ WT16.5x84.5 • Trim inside flange 0 to toe of fi I let Ir2'x3"x12"N x° Fill Plate,'O ' Plate Itz"x4 "x2' -53,;' 516 n Temporary Ballast Retainer 3 „ q Ballast 5'16 0 , Ito be removed after Main 5, yp' Pon Plate Q 3,4' D i a. x 13t4' Threaded 1 in place) See RA-40 for 5'16 L///, 16 0 End Welded Stud w/ Heavy Hex Nut and Washer details 3'4" Closure 34" Closure O q Angle (See RA-40 for details) Plate. Typ. Plate. Typ. Beam I'4 --- • • 0 u, I'e • ; • n Wa I kway s 3," p on Plate t SECTION D —D • • • .n M Bracket WB11.07-1 ;16 or WB11.07-2 • i • E • I • i • I .i .. c 61,. 1�—�^ A 5x5x3,f o W40x277 (Span 1) W40099 (Span 2) • • °°;I • • trg" d 1 a. • ; • A325 bolts U SECTION E—E •' • (Main 1 & Main 3 do not require temporary a 'm ballast angle or retainer plate) _ 0 ALTERNATE DETAIL F o R-3693182 § o_ FEDAID: STPUL-1276(004) HPP-1276(005).� �i BergerABAM r/�J'�'��'' RECORD DRAWINGS 7/31/2014 ° CNP A5 SHOWN CITY OF RENTON STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A 12/05/11 m CALL 48 HOURS �� '111j'��/ HANSOM coP Public works Deportment N BEFORE YOU DIG 33301 9th Avenue South, Suite 300 AAH „",,,,,,�I,r„s DATUM Approved For construction BNSF BRIDGE N0. 11.07 L5.0051 RA-37 - J 1-800-424-5555 Federal Way, Washington 98003-2600 206 431-2300 Fax: 206 431-2250 ( ) ( ) O Copyi nt Ha"son Professionol services Inc. 2011 9 N0. REVISION BY DATE APPR Mar " c a^` Robert M. Hanson P.E. Date BALLAST PAN DETAILS 1 93'231 ICY) rn (D Ce) O W F- Bearing 8 Anchor bolts 9" ¢ -to- 4 „ 4„ F* A I I End of Beam----, I I I m I Bridge Seat I_ I `I A". Typ. 2 - AB11. 07 4 Bolt sole plate. and bearing plate to beam before beam is lifted for erection onto elostomeric bearing pods. Use core to ensure bearing plates are properly located of both ends of beams and dimension for center to center of bearing is maintained. -11,16" Dio. Holes in Bott. Flange and Sole Plate SP11.07-1 d -2 for %B' Dia. Threaded Studs Sole Plate, SP11.07-1 or -2 Bearing Plate BP11.07-1. Fixed End BP11.07-2, Exp. End 1141t" x 1'-1" x 1'-5" Laminated Elostomill Bearing Pad, LP11.07 Bond to bridge seat and bearing plate. See General Notes - Bearings. ELEVATION AT BEARING Iv4 T yp'1 1,41 2' -11l2" 4" 1 - Bar 13,4" xlr2" x V-51r2, Keeper Bar I`_ 4 4 I II a i I Typ. Q 316 1 - Bar 3,4" x Ire" x Bore 1"*deep, thread---� for 1re"m stud. Typ. 1TYp• 21/4„ 11-9. BEARING PLATE BP11w07-1 8 -2 R F 11 0 V " S `+ Fixed End Bearing Plate - 30 Required BP11.07-1 Expansion End Bearing Plate - 30 Required BP11.07-2 Weight = 214.2 lbs. 4" 1 -it 21,4" x 141,2" x 2' -1 I'2 1 - Bar 34" x Ire" x 0'-31,2" 31r " threaded 1'-O" Swedge Act 000 '�% ob FA ad ac GENERAL NOTES - BEARINGS Beam ALL MATERIAL AND WORKMANSHIP SHALL BE AS PER CHAPTER 15 OF THE CURRENT A.R.E.M.A. MANUAL FOR RAILWAY ENGINEERING. STRUCTURAL STEEL SHALL MEET THE REOUIREMENTS OF CURRENT A.S.T.M. DESIGNATION: A709 GRADE 50 UNLESS OTHERWISE NOTED. ALL STEEL BEARING COMPONENTS SHALL BE PAINTED IN ACCORDANCE WITH THE PAINTINING REQUIREMENTS ON SHEET RA-01. ANCHOR BOLTS SHALL BE A.S.T.M. F1554 GR. 105 WITH A563 GR. OH HEAVY HEX NUT AND STANDARD WASHER. THREADED STUDS SHALL BE A.S.T.M. A193, GRADE B7. MECHANICALLY GALVANIZED PER A.S.T.M. B695, CLASS 50. Sole Plate. SP11.07-t or -2 Xt" l 000'�) Z ANCHOR BOLTS SHALL 8E SET 1N CLASS A LIQUID TYPE EPDXY IN THE CORRECT LOCATION, USING TEMPLATES, IN THE FORMED HOLES AS SHOWN ON SHEET RA-18. RA-21 AND RA-25. PRIOR TO SETTING ANCHOR BOLTS. BLOCKOUT FORMS SHALL BE REMOVED AND FORMED a "Laminated Elastomeric Bearing Pod. LP11.01 11,4" Dia. x 1'-6" Anchor Bolts A811.07 with Heavy Hex Nut 8 Std. Washer ELEVATION VIEW A -A Keeper bar not shown for clarity. To Tacoma To Seattle (RY South) (RY North) 1 ' -21r2" 31r4, I B" 31rq' �I I� 3 Span 2 N Bearing Plate g SURFACES SHALL BE ROUGHENED WITH GRINDERS. ANCHOR BOLT HOLES SHALL BE DRY BP11.07-1 or -2 AND ALL DUST AND LOOSE PARTICLES SHALL BE REMOVED BY THE USE OF COMPRESSED AIR OR VACUUMING PRIOR TO SETTING THE ANCHOR BOLTS. FILLING OF THE VOID AROUND ANCHOR BOLTS SHALL CONTINUE UNTIL EPDXY IS LEVEL WITH CONCRETE SURFACE AFTER EPDXY SHRINKAGE HAS TAKEN PLACE. LAMINATED ELASTOMER]C BEARING PADS SHALL BE IN ACCORDANCE WITH A.R.E.M.A. CHAPTER 15. EXCEPT AS MODIFIED BY SECTION 04900 OF THE BNSF STANDARD CONSTRUCTION SPECIFICATIONS. 7 Bridge Seat BEARING AREAS ON BRIDGE SEATS SHALL BE ABRASIVE BLAST CLEANED TO REMOVE ALL FORM OIL AND CURING AGENTS AND SHALL BE LEFT IN A DUST FREE CONDITION. BEARING AREAS ON BEARING PLATES, WHICH ARE TO RECEIVE EPDXY MATERIALS SHALL BE CLEANED A811.07 OF ALL DIRT. GREASE, AND OTHER CONTAMINANTS BEFORE EPDXY MATERIALS ARE APPLIED. CLEAN TOP AND BOTTOM SURFACES OF ELASTOMERIC BEARING PADS WITH METHYL ETHYL KETONE TO REMOVE ALL TRACES OF MOLD RELEASE AGENTS, WHEN MATING SURFACES ARE " CLEAN AND DRY. CLASS B GEL TYPE EPDXY SHALL BE APPLIED TO A 5 MIL THICKNESS ON THE AREAS OF THE BRIDGE SEAT WHERE ELASTOMERIC BEARING PADS ARE TO BE PLACED, AND ON THE BOTTOM SIDE OF THE ELASTOMERIC BEARING PADS AND THEN THE PADS SHALL \ L� l BE SET AND HELD IN THE PROPER LOCATION ON THE BRIDGE SEAT UNTIL THE EPDXY TAKES L c: 5ci%7r%1i ( G JL// `tITS INITIAL SET. PADS MUST BE HELD DOWN WITH SUFFICIENT WEIGHT TO ENSURE TOTAL PAD CONTACT ON THE BRIDGE SEAT. JUST BEFORE ERECTING BEAMS. MORTOR CONSISTING OF EOUAL PARTS BY VOLUME OF CLASS 8 GEL TYPE EPDXY AND DRY SILICA SAND, MIXED IN ACCORDANCE WITH MANUFACTURES DIRECTIONS, SHALL BE SPREAD ON THE ENTIRE TOP AREA OF BEARING PADS TO A THICKNESS OF APPROXIMATELY Ire INCH. THE BEAMS SHALL THEN BE SET IN THE PROPER LOCATION ON THE BEARING PADS BEFORE THE EPDXY MORTOR TAKES ITS INITIAL SET. SCRAPE EXCESS MORTAR FROM AROUND ELASTOMERIC BEARING PADS AFTER BEAMS ARE SET. 4' 4„ 4„ 4" 4„ 4., 4„ 4n M To Tacoma To Seottle (RY South) (RY North) T T v I 31r4w 8" 31,4" -+- -a 11r7�116 Dia. = 11r16" Dia. ^� Hole (Typ.) SOLE PLATE- SP11,07-2 Weight = 129.5 lbs. 30 required -1 each end of beam (Span 2) 21/4„ 61k Hole (Typ.) Span 1 =� SOLE PLATE- SP11.07-1 Weight = 63.7 lbs. * 30 required -1 each end of beam ISpon 1) 4„ It 4„ 611hr, 2IA 1 I I I - Q - 250/ - %B' did. Threaded Studs With Hardened Washer 8 Heavy Hex Nut. galvanized (4 Req'd) ANCHOR BOLT AB11 .07 I I Bearing Plate. 1-Bar 1"4'ex 1'-6'-aD BP11.07-1 or BP11.D7-2 1-(1 bar 4' dia. x 14' w/ a 15r8' dio. hole at center) -cc N 1 - Heavy Hex Nut- ad Weight = 6.5 lbs. =__ \ - - "all Galvanize after fabrication 2 - Internal Layers of e 'iv. 1 .C.n- ^---'-- -1.. 15r8' x 31r2' Slot - Expansion End Bearing Plate - 8P11. 07-2 Elostomerlc between cover 12 ga. 113K layers of 3,8" Elostomeric sheets 160 Duromster) -- 41 4' 1 , _5 w 41,4. Bond to bearing plate with epoxy mortar after sole plate and bearing BEARING ASSEMBLY plate are completely bolted to beam. See General Notes - Bearings. Keeper bar not shown for clarity. R-3 693 1 83 FEDAID: STP-1276(6(004) HPP-1276(005) �) BergerABAM ��" 333019thAvenueSouth,Suite300 Federal Way, Washington 98003-2600Q (206) 431-23DO Fax: (206) 431-2250 `` HANSON OCop;right Henson Professional Se vices Inc.I2011 w"m As srlowN w.o""rou «, DATUM CITY OF RENTON Public Works Department Approved For Construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE N0. E .07 L.S. 0051 BEARING DETAILS 12/05/11 o RECORD DRAWINGS 7/31 /2014rHk� „ „« CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CDP I .^ au sou I r `m"0x'r P.A-38 AAN NO. RE' ISION BY LATE LAPPPRJ unr �194°f231 2' 3" Pa Pb N E6� -------------------------- v WB11.07-1� 0 0 I - o 4 3,�" 17,6"x%.' Slotted Holes- 21,2"x',2' Slotted Holes 1F 05�g�" 1, -0"g' _ WALKWAY BRACKET - WB11.07-1 1-Plate 1,; x 1'-103,4" x 2'-8V-po 1- Plate 1,; x 9" x 2'-8',2"- Pb Weight = 61.3 Lbs. ASTM A709, Gr, 50 PC pd N it WB11.07-2 -% fIII 0 0 - 0 I Q NI I 43B' 21,2'x',2' Slotted Holes KICK PLATES 31411 71'Z, 316" NOTES: WALKWAY BRACKET'--WB11.07-2 1, 3 t 1- Plate o" x 1'-10 �q' x 2'-2 ,('-pc 1. Estimated weight includes beams 1- Plate ',a' x 9" x 2'-21,'- pd diaphragms. connection angles. Weight = 51.6 Lbs. ballast pan. curb. ASTM A709. Gr. 50 2. Shop bolt lugs to beam sets. Place lugs at locations shown on sheet RA-38 on beams 1.3.4 and 6. Fabricator is to furnish 192 - %B' dia. J� H.S. Bolts for filling holes in field MARK DIMENSIDN A' I DIMENSION B' WEIGHT IIbs.) NUMBER REOUIRED KP11.07-1 4'-11" - 32.9 12 KP11.07-2 5'-2" - 34.6 16 KP11.07-3 5'-10516" 101,16" 39.3 2 KP11.07-4 5'-83,4' 81,8, 38.4 2 KP11.07-5 6'-15,16" 107t6" 40.9 2 KP11.07-6 5'-113q" 8%8" 40.1 2 ' Slotted Hole for 1,Z'o Bolt, Typ. KICK PLATE- KP11.07-3 THRU KP11.07-6 1- C5x6.7 x 'A' Galvanize after fabrication ASTM A36 / / �} .,/ after lifting lugs ore removed. %� LJI.y� �FG I > J 7-1 �7 0 �i, Z 3. Provide 3 4" x 91 z' fill plate under lifting lug on beams at joint in ballast pan. RemDve fill plate for installation of closure plate. 'A' 4. Lifting lugs and fill plate (FP1) do not require pointing. 16" x 11q" Slotted Hole for Ve Bolt KICK PLATE-KP11.07-1 8 KP11.07-2 1- C5x6.7 x 'A' Galvanize after fabrication ASTM A36 GENERAL NOTES: MATERIAL: STRUCTURAL STEEL SHALL MEET THE REQUIREMENTS OF THE CURRENT A.S.T.M. DESIGNATION: A709. GRADE 50, U.N.O. D-RINGS SHALL BE 3" 1.D.. MADE OF STEEL FOR HEAVY-DUTY USE, PROVIDED WITH WELD -ON BRACKET. AND HAVE A MIN. SAFE WORKING LOAD OF 1.000 LBS. FABRICATION NOTES: SHOP NOTES: FABRICATION AND ARC WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH CHAPTER 15, PART 3 OF THE CURRENT A.R.E.M.A. MANUAL FOR RAILWAY ENGINEERING. OPEN HOLES :'S'e" DIA. U.N.O. GALVANIZING: ITEMS TO BE GALVANIZED SHALL BE GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH THE CURRENT A.S.T.M. DESIGNATION: A123. AFTER GALVANIZING ALL ELEMENTS SHALL BE FREE OF FINS. ABRASIONS. ROUGH OR SHARP EDGES AND OTHER SURFACE DEFECTS. Plate 1"xB"xO'-7" (ASTM A709) e� %e' Dio. H.S. Bolt. Typ. J 1- l" dia. holes PLAN L14' 23u4, Plate 1"x9V'xO'-11" (ASTM A709. Gr. 50) Lift Angle shall not be less than 601 3,B �f27,' Did. hole or 23,4" Did. pin 34' Ballast Pon NOTE: Lug capacity = 11 Tons LIFTING LUG DETAIL No Scale Est'd. lifting weight of 3 boom set for Span 1 w/ curb = 36 Tons 17l.300 Ibs) Est'd. lifting weight of 3 beam set for Span 1 w/out curb = 32 Tons (62.600 Ibs) Est'd, lifting weight of 2 beam set for Span 1 w/ curb = 26 Tons (50.800 Ibs) Est'd. lifting weight of 3 beam set for Span 2 w/ curb = 23 Tons (44,900 Ibs) Est'd. lifting weight of 3 beam set for Span 2 w/out curb = 19 Tons (38,000 Ibs) Est'd. lifting weight of 2 beam set for Span 2 w/ curb = 17 Tons (32,500 Ibs) 1" Dia. Hole N 1" Did. Hole v 2145" 2'1, 1 FP1 Weight = 10 lb. Ea. 4 required per 3 beam set. 2 required per 2 boom set. 32 Total Beam R-3693184 FEDAID: STPUL-1276(004) HPP-1276(005) �) BergerABAM �� 333019thAvenueSouth,Suite300 Federal Way, Washington 98D03-2600 (206) 431.2300 Fax: (206) 431-2250 HANSON ®Copyr',ght Hanson Pi sessional Services Inc. 2011 " AS SHOWN vO11"""i0 i91p Mp1"i°""`-""p 1p"�'^' DATUM CITY OF RENTON Public Works Department Approved For Construction Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE I, SEGMENT2A BNSF BRIDGE N0.11.07 L.S. 0051 MISCELLANEOUS STEEL DETAILS (1 OF 2) 12, )5/11 RECORD DRAWINGS 7/31/2014 a HNC CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 ww CDP `"u _� r RA-39 HN. '°'N RE ISION 8v DATE APPR »-•� ^ w�F 195'r231 ('') 0) C0 M O LU F_ d 0 m 3 13'-11" @ 4'-0" = 12'-0" Angle 4x4x1,2 x 13'-11" ANGLE- SA11 " 07-1 Weight = 180 Lbs. ASTM A36 4 required 10' -8 " 11'2" 3 Spaces @ 2'-11" = 8'-9" 11'2" Angle 4x4x1,2 x 10'-8" ANGLE SA11.07-2 Weight = 139 Lbs. ASTM A36 4 required bj to bh N 8" . bk b3 bj _ice 4" bh 4' on D-Ring 2'-7" 5'-B" not more `v bj-typ, bh bk _ _ _ _ _ _ _ _ _- _ DECK PLATE — SDP11.07-1 1-Bar 8" x 3,8' x 5' -8 "-bh 2-Bars 2" x 38' x 0'-8"-bj 1-Bar 7 " x 3�8 x 0' -8 "-bk 1-D-Ring Weight = 68 Lbs. Galvanize offer fabrication. ASTM A36 2 required 316 bj to bh 316 V N bk bj V L bj�_ \Ij 4„ bh 4„ 3 on D-Ring 2'-7" 5'-B" not more bj-typ, bh bk DECK PLATE—SDP11.07-3 1-Bar 12" x 38' x 5'-8"-bh 2-Bars 2" x 3,8" x 0' -B "-bj 1-Bar 11" x 3,8" x 0'-8"-bk 1-D-Ring Weight = 100 Lbs. Galvanize after fabrication. ASTM A36 1 required I 4" 11. " 21. 3 4" End D i a. x 13,4" Threaded Welded Stud w/ Heavy o Angle 4x4X"2 Hex Nut and Washer 4" 1' 2" 2 "2' 3,4" D i 0. x 13,4" Threaded End Welded Stud w/ Heavy Angle 4x4x',2 Hex Nut and Washer {bj to bh 316 3 bl L bh I b3 J 4" 4" on D-Ring 3'-111,2' B'-55,8" not more bj-tyD. bh bk r- ,� x DECK PLATE — SDP11.07-2 1-Bar 8" x 3,8' x 8'-55,8"-bh 2-Bars 2" x 3,o" x 0'-8"-bj 1-Bar 7" x 38" x 0'-8"-bk 1-D-Ring Weight = 96 Lbs. Galvanize offer fabrication, ASTM A36 2 required 3i6 bj t0 bh 316 N 8" 11 "'" 4'-0" Plate ',z x18"x 13'-101,2" dia. slot 4,-0' 13'-10"2" BALLAST RETAINER—SBR11.07-1 Weight = 425 Lbs. ASTM A36 2 required f—Plate',2'xl8"x 14'-5" sO rit %, did. slot 4'-0" 111'4" v 4'-0" 4'-0" 4'-0" 111�4 14'-5" bk BALLAST RETAINER — SBR11.07-2 Weight = 442 Lbs. i� ASTM A36 2 required Plate ''2"x18 "x 10' -71,2' di 0. slot 1114' 2'-11" 2'-11" 2'-11" 11"4' 10' -71.2" bk bj � L bh bj __ - 4" 4" 31V on D-Ring 3' -111 z" 8'-558' not more io bj -typ. bh bk - r JL 10 DECK PLATE — SDP11.07-4 1-Bar 12" x 3,8" x 8'-558'-bh 2-Bars 2" x 38" x 0'-8"-bj 1-Bar 11 " x 3,B' x 0' -8"-bk 1-D-Ring Weight = 143 Lbs. Galvanize after fabrication. ASTM A36 1 required Per Sheet RA-36: 4-DP100 required 4-DP101 required 2-DP104 required 2-DP105 required BALLAST RETAINER — SBR11.07-3 Weight = 330 Lbs. ASTM A36 2 required Plate 1,2"xl8"x 11'-2" I. - It 1V did. slot 1'-53,4' 2'-11" 2'-11" 2'-11" 111'4' 11'-2" BALLAST RETAINER — SBR11.07-4 Weight = 345 Lbs. ASTM A36 2 required R-3693185 See RA-39 for notes, FEDAID: STPUL-1276(004) HPP-1276 005 ` ) CALL 48 HOURS BergerAI3AM<�,OHANSON �/ 33301 9th Avenue South, Suite 300—' Federal Way, Washing: (2 980031-225 206 431-230o Fax: (206 431-2250 ( ) ) CCopyright Hanson Prolessionol Services Inc. 2011 I I °LNn" 56°` AS SHOWN — m �u. f°'r"^ DATUM CITY OF :�' RENTON Public Works Deportment Approved For construction Robert M. Hanson P_E. Date STRANDER BOULEVARD EXTENSION PHASE I, SEGMENT2A BNSF BRIDGE NO.11.07 L.S. 0051 MISCELLANEOUS STEEL DETAILS 2 OF 2 12/05/11 RECORD DRAWINGS 7/31/2014 x�,.a. HNG o"•" BEFORE YOU DIG 1-800-424-5555 coP RA— 40 i °"a` NG. REVISION BY DATE APPR �••� LUF 231`196 C") rn (0 C'7 O UJI F_ 1O'-31J" o. to o. of handrail 2'-6" 5'-11/8" 12N 12 15' -81f2" o. to o. of hands i I 2"-71/4" 2'-71/4' S'-3" 5'-3" 2'-71/4" `V \_V \-V V O i typ,typical post Open End 'an 12 1212 V V V V v V� i ix F 31'4" 31'4" 31'4. 31'+� Plate on near side 61,z 61,2" for HP11.07-IA. Typ. HANDRAIL PANEL— HP11.07-1 8 HP11.07-1A 1 Req'd. (Each) Handrail panels are to be fabricated using 11,2" dia. standard black pipe. Galvanize offabrication Weight = 92 lbs. ea. 8'-6" o. to o. of handrail 2' -71/4" 5. -1 TA„ B14 i V V V v Open End typical @ post i See Detail 'A' o+ V V V V V 1 q I X Y I Plate on near side --31,4" 6 31,4" 31,4" 6 31'4" for HP11.07-4A. Typ. 1 1'z HANDRAIL PANEL— HP11.07-4 8 HP11.07-4A 1 Req'd. (Each) Handrail panels ore to be fabricated using 11,2" dia. standard black pipe. Galvanize after fabrication Weight = 78 lbs. ea. V V V V V O See Detail 'B' typical post See Detail '8' _ o V V V V V V V V M i F _q FX -q F 31,' 31'4' 31'q 31,4" 31,4" 31'a' Plate On near s i de FI„I for HP11.07-2A. Typ, HANDRAIL PANEL— HP11.07-2 8 HP11.07-2A 1 Req'd. (Each) Handrail panels ore to be fabricated using 11,2' dia, standard black pipe. Galvanize after fabrication Weight = 143 lbs. ea. 9'-0146" o. to o. of handrail 10Trf6" 5'-474" 2,_8;/4„ V v V v 0 I typical @ post Open End See Detail 'A' o. 1 - M V V V V V i F D -q F 3 `4 1 1 3`4 3'4 1 1 ''4 '�— Plate on near side 61,2" 61,2,• for HP11.07-5A, Typ. HANDRAIL PANEL— HP11.07-5 & HP11.07-5A 1 Req'd. (Each) Handrail panels are to be fabricated using 11,2" dia. standard block pipe. Calvanize after fabrication Weight = 81 lbs. eo. 10'-51h" o. to o. of handrail 5' 3„ 2'-71/4" 1—V V J V J V 1 \ O 7 Open End typical @ post See Detail '8' V V V V V V i V = 34' dia. drilled vent hole 1" from joint. except as dimensioned in Detail '8'. 31'4 3''4' 3''4" 31'4" P late on near s i de for HP11.07-3A. Typ. HANDRAIL PANEL— HP11.07-3 & HP11.07-3A 1 Req'd. (Each) Handrail panels are to be fabricated using 11,2' dia. standard block pipe. Galvanize offer fabrication Weight = 93 lbs. eo. 10'-111/2" 0. to o. of handrail 2' -83/4" 51_6" 2' -83/4" iv v V v 0 See Detail '8' typical @ post Open End o. - - I V V V Y —V V i A 31,4" 31'4" 31'4" 3114" Plate on near side 61;2" 6112" for HP11.07-GA. Typ. HANDRAIL PANEL—HP11.07-6 8 HP11.07-6A 2 Req'd. (Each) Handrail panels are to be fabricated using 11,p' dia. standard block pipe. Galvanize after fabrication Weight = 96 IDS. ec. See sheet RA-42 for Notes. Details. and Section X-X. R -3693 1 86 FEDAID: STPUL-1276(004) HPP-1276(6(00 BergerABAM<�#,HANSON �/ 33301 9th Avenue South, Suite 300acwo- Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 BCooyrighl Hanscn Professional Services Inc. 2011 AS SHOWN ally N0"°'%"'�� DATUM CITY OF RENTON Public Works Deportment Approved Ft r construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE NO, 11.07 L.S. 0051 HANDRAIL PANEL DETAILS (1 OF 2) 1z/De.'11 RECORD DRAWINGS 7/31/2014 ocsw.ru INa CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 CDP RA-41 AAN1�+xu. i NO. RE ISION w DATE APPR V Ar 1 97" 231 CA (0 C'1) O W F_ / �V V See Detail 'B' V V V F 16' -51/2" o. to 0. of hondro i I 5'-6" 5'-6„ ,,- V typical @ post V-/ ` V F 2' -83/ " V V_J a 6 See Detail v, V V V2 M i F 6 HANDRAIL PANEL- HP11.07-7 8 HP11.07-7A 1 Req'd, (Each) Handrail panels are to be fabricated using 11,2' die. standard black pipe. Golvonize after fabrication Weight = 147 lbs. ea. Grind any rough edges. I,e 11,2" die. std. black pipe - 3,e" d i a. vent ho I e 1" out to out of handrail DETAIL 'A' 1-Bor 15,8' die. x 0' -D1,B' Center on pipe. 10'-T% " o. to o. of handrail 2'-83/4" 5'-4%" 2,-6„ 21 12 V V V V Open End typicol @ post typ ' 12 , V V V V V V �2; �'- r 1 : � + X : i : „ i :r - Plate on near side Plate on near side for HP11.07-7A, Typ. 61,2 61,2" for HP11.07-8A. Typ. HANDRAIL PANEL- HP11.07-8 8 HP11.07-SA 1 Req'd. (Each) HondroiI panels are to be fabricated using 11,2" die. standard block pipe. Galvanize after fabrication Weight = 94 lbs. ea. V = 3,e" die. drilled vent hole 1" from joint. except as dimensioned 1n Detail 'B'. 3,8' die. vent ho l e J 21,2 o. to o. of handrail DETAIL '8' 5" C� �C q' 31,q' 1',z' dia. std. 1-BOr ;31, e" x 31,2" x 9"_ �black pipe 1-Bar are' x 3" x 61,2. • � 316 M die. holes SECTION X-X 9.1 41,y' 41,2' 11,2" die. Std. Black Pipe ITyp.l 1-Bar are' x 71,2" x 9" I c 114 31,4" 31,4" 1,4 916 die. Ho I es 1-Bar 3,g' x 3" x 61,2"-J for 1,2" die. bolts ELEVATION C-C Kick Plate See Sheet Rl I,2" die. BC Top of - Walkwoy NOTES -Bar 3,e" x 31,2' x 9" 11,2" dip. Std. Block Pipe ITyp.I 1-Bar %B' x 3" x 61,2" KICK PLATE CONNECTION MATERIAL: STRUCTURAL STEEL BARS SHALL MEET THE REQUIREMENTS OF THE CURRENT A.S.T.M. DESIGNATION: A36. STANDARD BLACK PIPE SHALL MEET THE REOUIREMENTS OF THE CURRENT A.S.T.M. DESIGNATION: A53. UNCOATED PIPE SHALL BE USED. SHOP NOTES: FABRICATION AND ARC WELDING OF STRUCTURAL STEEL AND HANDRAIL PANELS SHALL BE IN ACCORDANCE WITH CHAPTER 15. PART 3 OF THE CURRENT A.R.E.M.A. MANUAL FOR RAILWAY ENGINEERING. OPEN HOLES: AS NOTED. SHOP PAINT: NONE. GALVANIZING: HANDRAIL PANELS SHALL BE GALVANIZED AFTER FABRICATION 1N ACCORDANCE WITH THE CURRENT A.S.T.M. DESIGNATION: A123. AFTER GALVANIZING ALL ELEMENTS SHALL BE FREE OF FINS, ABRASIONS, ROUGH OR SHARP EDGES AND OTHER SURFACE DEFECTS. 0 9 R-3693187 0 § FEDAID: STPUL-1276(004) "'"""" °«b "" CITY OF STRANDER BOULEVARD EXTENSION I HPP-1276(005) �) BergerABAM<0! RECORD DRAWINGS 7/31/2014 AS SHOWN ;�.2/0,`/11 CALL 48 HOURS IZ� HANSON '�NNc RENTON PHASE 1, SEGMENT 2A a" COP Public Works Department BEFORE YOU DIG 33301 9th Avenue South, Suite 300 „�„ � DATUM pp BNSF BRIDGE NO, 11.07 L.S. 0051 Federal Way, Washington 98003-2600 ,yy Approved For Construction RA-42 1-800-424-5555 (206) 431-2300 Fax: (206) 431-2250 OCopynghl Honsor. Prolessionoi Services me 20U NO. RE, ISION BY DATE APPR �" "° a' HANDRAIL PANEL DETAILS (2 OF 2) � ��"" �nr Robert M. Hanson P.E. Date �198e'231 (Ty) 'V'^J (/ C'7 O r) W F_ M C M M To Tacoma (RY South) Stage 11 , stage I 120 mil Bridge Deck Waterproofing Membrane (Stage 1) Temporary Ballast 2 „ Asphalt //_ Retainer Protection Board Angle 120 mil Bridge Deck I'z" Asphalt Waterproofing Membrane (Stage Ill Protection Board W4Ox277 or W40x99 Beam SECTION G-G Proposed Waterproofing Steps: 1. Apply waterproofing membrane to Stage I Structure except faying surface of Temporary Ballast retoiner. Insure that waterproofing membrane is not applied to surface of beam to be welded. 2. Slope ballast away from ballast retainer to keep ballast from spilling onto Stage II structure when the retainer plate is removed. 3. Apply waterproofing membrane to Stage 11 Structure and remaining retainer ongle. Provide enough overlap to previous membrane to ensure membrane integrity. To Seattle (RY North) 0 0 0 0 C See Detail 'E', Typ. C Waterproofing System rr2" Aspho It Protection Board SECTION A -A 3'q" Be I I ost Pon Plate I'z' Asphalt Protection Board F rs to Waterproofing System 34' BoIlast3'4" BalIost Pon Plate Pan Plate SECTION D-D Typ 0 �DP104. OP105 or SDP11.07 Waterproofing System Ir2" Aspha I t Protection Board SECTION B-B 3'q' BaI last Pan Plate Deck Plate Abutment Deck Plate DETAIL E (Waterproofing not shown for clarity.) guhm� i'f � O 6 3 51c�h in.�ll� f 077 ty g.r- j OOU I40 ESTIMATED WATERPROOFING OLIANTITIES DESCRIPTION UNIT Ouanti BRIDGE DECK WATERPROOFING SO. YDS. 510 WATERPROOFING SYSTEM: WATERPROOFING SYSTEM SHALL BE 120 MIL ACRYLIC -BASED, COLD SPRAY APPLIED. SEAMLESS ELASTOMERIC WATERPROOFING MEMBRANE AS MANUFACTURED BY BRIDGE PRESERVATION, LLC. KANSAS CITY, MO. 64171, 1816) 561-9996. OR EQUAL. AT THE OPTION OF THE CONTRACTOR. A BRIDGE DECK MEMBRANE SYSTEM MANUFACTURED BY STIRLING-LLOYD. 420 SACKETT ROAD. NORTH HAVEN. CONNECTICUT 06473. (203) 230-9448. MAY BE SUBMITTED FOR APPROVAL. SPRAY APPLIED WATERPROOFING SYSTEMS SHALL HAVE ONE I'2" THICK LAYER OF ASPHALT PROTECTION BOARDS PLACED ON THE DECK SURFACE. PRIOR TO APPLYING WATERPROOFING SYSTEM, ALL VOIDS, GAPS. AND RECESSES IN THE STEEL BALLAST PLATE DECK SHALL BE FILLED IN WITH METASET 300. OR APPROVED EQUAL, PER THE MANUFACTURER'S RECOMMENDATIONS. GALVANIZED SHEETING. WATERPROOFING MEMBRANE, AND OTHER JOINT DETAILS SHALL EXTEND UP THE CURB FACE 1'-4" MIN. ON EACH SIDE. WATERPROOFING SYSTEM SHALL BE APPLIED TO BALLAST PLATE DECK AND INSIDE FACE OF CURBS. CONTRACTOR SHALL SUBMIT DETAILED APPLICATION PROCEDURES. MATERIAL SPECIFICATIONS AND SHOP DRAWINGS FOR THE WATERPROOFING SEE SHEET RA-44 FOR SECTION C-C AND F-F. SYSTEM INCLUDING FIELD INSTALLED JOINT SYSTEMS. TO THE ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. R-3693188 FEDAID: STPUL-1276(D04) HPP-1276(CD.) �) BergerABAM �/ 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 206 431-2300 Fax: 431-2250 ( ) ) <� HANSON OCopyrlght Hanson Prolesslond Services Inc. 2011 ...rno AS SHOWN 4p1"U'`�.o„u"fw� � DATUM CITY OF RENTON P�a•Works Department Appro ed For Construction Robert M. Hanson P.E. Dote STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE NO.11.07 L.S. 0051 BRIDGE DECK WATERPROOFING DETAILS (1 OF 2) 12/05/11 c� RECORD DRAWINGS 7/31/2014 � CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 GT� ! > . F A- 43 —»<o-nnH N0. REVISION BY DATE APPR MAF �199 "231 rn (m C'7 O LLI F_ T Joint Chamfer edge of 16 Go x 24" wide „ steel span, Typ. galvanized sheet 2 AsphoIt Protection Board 1,2 � Aspho I t 6 6 Protection Board 12D mil Bridge 1" 1" Deck Waterproofing Membrane Extend Bridge Deck TYD• Typ. Waterproofing Membrane to end of backwall 38" Deck Plate Closed Cell Backer Rod. 21,2 did. (field cut slot for deck plate tabs) Bitumen Backed Polyethylene to support mil britlge deck Waterproofing Membrane Most ic Bedding V-0" 2" Caulk Abut. Bockwoll SECTION C-C Notes; 1. Adhere galvanized sheet to asphalt protection on one side of joint only. 2. Bridge deck membrane continuous thru joint. Deck Girder Joint Chomfer edge of steel span. Typ• 16 Gage x 24" wide 1,2" Asphalt 2 AsphoIt 3 ,„ Deck Plate galvanized sheet Protection Board Protection Board 6' 6" 120 mil Bridge 120 mil Bridge Deck Waterproofing Deck Membrane YD• - TYD• Membrane Closed Cell Backer Rod. 41r2' dia. (field cut slot for deck plate tabs) Deck Girder Bitumen Backed Polyethylene Mastic Bedding Caulk to support 120 mil bridge deck Waterproofing Membrane SECTION F-F Notes; 1. Adhere galvanized sheet to asphalt protection on one side of joint only. 2. Bridge deck me0brone continuous thru joint. Subm; 4/ 063 316,111 R-3693189 FEDAID: STPUL-1276(004) HPP-1276(005) i Ber erABAM �/ 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 < HaNSON 9eopyrlght Hanson Professional Services Inc. 2011 :.rc.vo AS SHOWN 4:uiw DATUM CITY OF RENTON Public works Deportment Approved For Construction Robert M. Hanson P.E. Date STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT2A BNSF BRIDGE N0, 11.07 L.S. 0051 BRIDGE DECK WATERPROOFING DETAILS (2 OF 2) 12/05/11 RECORD DRAWINGS 7/31 /2014 °m"HNc CALL 48 HOURS BEFORE YOU DIG 1-800-424-5555 cis I_ •r � � K U_ 44 ter" nnN N0. RE.ISION BY DATE APPR ^0T MAF ''�"200 231 1 M Irk (y) lr�\ CO 10 M 9 Opposite Hand � I 0 ¢ PZ 40 LLI 3,4" Stiffener Plates (1 ea. W18x130 (Cut)), Typ. Stage I sheet pile. Varies, See Sheet RA-08 See Drawing RA-07. for Spacing top & bott. � Prestressing Steel Strands \(Typ. ) 5,16 3 and 3,4' stiffener plates I (ea. W18x130 (Cut)). Typ. r 1" dia. drain hole in upper channel - - - - - - - - - - - - - - - - - - - - - spa. @ 6" -0" cts. ( Typ. ) _ 6'-0" max. cantilever �2 - W18x130 (Cut) Walers (Typ.) `ry 10 Fold line spaced 5" back to back. See Drawing see note 4 (Contractor to verify waler RA-07 & Pipe separator 3'-0" adequacy to fit the Contractor specified anchorage head and RA-08 spacing (Typ.) ~I strand arrangement.) 10 PLAN VIEW — SOUTH TEMPORARY WALL Opposite Hand ( NORTH TEMPORARAY WALL OPPOSITE HAND) i 1 7" dia. Max. hole for Top of sheet -pile Prestressing Steel Strands as shown in plan view 3,4 x5"xl'-4%e" - stiffener plate (Typ.)(cut to fit) Anchor Plate eiev. vur iea 7� 11,2'x15"x1'-3" anchor plate (Typ.)(see note 3) I I PARTIAL WALL ELEVATION — SOUTH TEMPORARY WALL (NORTH TEMPORARAY WALL OPPOSITE HAND) Cut line Web I D W. P. I Plate 3,4"x20"xl'-0"- 1,2'x9"x1'-61,4" stiffener plate w/ 1"xl" clip (2 per bracket) 70° for 20° Angle 65° for 250 Angle 516 "16 Typ. Typ, 5 16 16 Back of Channels--' W P Plate 1"x9"x1'-O" for 20° Angle II (1"x11I,8x1'-0"' fro 25° Angle) Dr for 20' Angle 1" 8" for 25' Angle 1" 1018' BRACKET DETAIL LL FEDAID: STPUL-1276(004) HPP-1276(005) CALL 48 HOURS N BEFORE YOU DIG 1-800-424-5555 SECTION D—D h Wedge Plate Typ 5'1 78" dia. A325-SC, type 1, with heavy hex nut. 1 std. washer & 11,4' dia. x 5" (ASTM A53) pipe separator Web Cut line W.P. Plate 1"x20"xl'-O" — 1,2'x13"2"X1'-7" stiffener plate w/ 11/2"x11/2" clip (2 per bracket) 5,16 Typ./ 5, 16 Back of Channels J Plate 1";xl51,z'x1'-0" 3-8 / 9. See bracket detail as shown in plan view 1% V 3 - 8 E4] for 35' Angle h� "16 �TYP• 5�16 W.P. E� BRACKET DETAIL (350ANGLE) SEMPORARYPRE RETAINING PREFERENCE WALLS: CONTRACTOR TMA/ 6-24 mL•LV �i Ber erABAM °`=°"`TJH 333019th nueSouth,Suite300 < HANSON RECORD DRAWINGS 7/31/2014 °� �TJ Federal Way, Washington 98003-2600 ®Co Copyright Hanson Professional Services Inc. 2011 JeC (206) 431-2300 Fax: (206) 431-2250 Prr'e N0. REVISION BY DATE APPR PwMnF PZ 40 0 W.P. = F.F. of PZ 40 at ground anchor elev. shown on plans M I N I r,1- nr rnni n n NOTES: 1. ALL STRUCTURAL STEEL TO BE ASTM A572, GRADE 50 UNLESS NOTED OTHERWISE. PRESTRESSING STEEL STRANDS SHALL BE 0.6" DIAMETER 7-WIRE, LOW RELAXATION 270 1 ASTM 416. ALL SHEET PILE SHALL BE ASTM A572, GRADE 50. 2. FASTENERS SHALL BE ASTM A325 SLIP CRITICAL CLASS A HEAVY HEX HIGH STRENGTH BOLTS, TYPE 1 BOLTS 1 DIA. UNLESS NOTED OTHERWISE. BOLTED CONNECTIONS SHALL USE ASTM A563, GRADE C3, HEAVY HEX NUTS AND ASTM F436 HARDENED STEEL WASHERS. 3. CONTRACTOR TO VERIFY REOUIRED ANCHOR PLATE THICKNESS AND SIZE WITH GROUND ANCHOR REPRESENTATIVE. 4. CANTILEVER PORTION OF WALER TO HAVE 114 FILLET WELD ALONG FULL WIDTH OF ADJACENT BRACKET AT CHANNEL EXTERIOR EDGES. 5. AFTER THE SHEET PILE IS DRIVEN TO ITS FINAL LOCATION, NO EXCAVATION IN FRONT OF THE WALL SHALL BE MADE IN EXCESS OF V-6" BELOW GROUND ANCHOR HOLE LOCATION IN THE SHEET PILE UNTIL THE GROUND ANCHOR, WALERS, ETC. HAVE BEEN INSTALLED, TESTED, AND APPROVED. 6. CONTRACTOR MAY DESIGN AND SUBMIT FOR APPROVAL DETAILS FOR AN ALTERNATIVE BRACKET DETAIL. 7. THE GROUND ANCHORS SHALL BE LOCATED AWAY FROM PILE KNUCKLE LOCATIONS, AND SHALL BE LOCATED TO LIMIT THE AMOUNT OF SHEETING WEB REMOVAL REOUIRED TO PROVIDE THE NECESSARY HOLES. Prestressing Steel Strands (sheathing not shown for clarity) Field cut hole in PZ40 sheet pile for Prestressing Steel Strands. Holes shall be located away from pile knuckles and shall remove only limited portions of sheeting web material. 5718 5114, I I I I v+ 11,16 I SECTION E—E W18x130 (CUT) AS SHOWN orzizo * N_Q`i1=i�ss1 °111 DATUM R-3693190 CITY OF STRANDER BOULEVARD EXTENSION 6/24/13 FN RENTON PHASE 1, SEGMENT 2A r.D Public Works Deportment Approved For Construction BNSF BRIDGE NO. 11.07 L.S. 0051 RA-4rJ Robert M. Hanson P.E. Date WALER DETAILS (NORTH & SOUTH TEMPORARY WALLS ONLY)"""zo1 ""23 0 QUARRY SPALLS I iZ SETTLEMENT MONITORING PIPE SCALE: NTS al NOTES: 01 1. VACTOR A HOLE TO CASING OR PIPE 0 2. INSERT PVC PIPE TO TOP OF CASING OR PIPE 0 a 3. BACKFILL SPACE BETWEEN OUTSIDE OF 8" PVC PIPE AND EXISTING GROUND WITH PEA GRAVEL OR m ENGINEER APPROVED EQUIVALENT 4 4. BACKFILL ANNULAR SPACE BETWEEN NO 8 REBAR a AND PVC PIPE WITH SAND. FEDAID: STPUL-127005) RECORD w HPP-1276(005) ') Berger `m' SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION `� BEE PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 D RAW I N G in EKK CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 NAS RENTON, THE CORRECTNESS TO THIS 206 431-2300 Fax: 206 431-2250 N0. REVISION BY DATE APPR DATA HAS NOT BEEN VERIFIED. ) — 5" STEEL INNER PIPE STEEL SETTLEMENT PLATE B SHOOFLY SETTLEMENT INDICATING DEVICE SCALE: NTS AS SHOWN �� DATUM NATIVE SOIL R-3693191 CITY OF STRANDER BOULEVARD EXTENSION RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction GD-1 DETAILS WEST BNSF ROW I I I STRUCTURE EXCAVATION ; ;F CLASS A INCL. HAUL - 13 BNSF BRIDGE t9 { SINUGIUHL LXGAVAIIUN 1 CLASS A INCL HAUL — t CONIC RETAINING WALL (SEE DWG SX-2) J I I I INI IID M III FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. STRUCTURE EXCAVATION CLASS A INCL. HAUL - M BNSF BRIDGE WEST BNSF ROW I I A PLAN - BNSF FOUNDATION SX-1 SCALE: 1 = 20 ROADWAY SUBGRADE ELEVATION EX MAIN 2 PHASE 1B MAIN 1 PHASE 1B PHASE 1A PHASE 1A EX MAIN 1 I MAIN 2 MAIN 1 MAIN 2 1 i/ FINISHED GRADE ELEVATION......'......\'"------------- ROADWAY EXCAVATION 3:1 SIDE SLOPE INCLUDING HAUL .................................................................................................................: EXCAVATION CLASS A - BNSF RRII1f:F *** TO BE BACKFILLED W/ GRAVEL BORROW INCLUDING HAUL - ROADWAY ***SEE WSDOT STANDARD SPECIFICATION 2-09.5 PHASE 1A MAIN 1 ROADWAY EXCAVATION INCLUDING HAUL SHORING OR EXTRA EXCAVATION CLASS A - BNSF BRIDGE *** TO BE BACKFILLED W/ GRAVEL BORROW INCLUDING HAUL - ROADWAY ***SEE WSDOT STANDARD SPECIFICATION 2-09.5 LIMITS OF STRUCTURE EXCAVATION CLASS A INCL. HAUL - BNSF BRIDGE'' iB� TYPICAL SECTION - STRUCTURE EXCAVATION LIMITS SX-1 SCALE: N.T.S. PHASE 1A EX MAIN 1 MAIN 2 EX MAIN 2 PHASE 1B MAIN 1 PHASE 1B I I MAIN 2 ................................................................................................................................. ........................................................................................................................................................... ........................................................................................................................................................... ....:::::.......:::(:LIMITS OF STRUCTURE EXCAVATION CLASS A INCL. HAUL - BNSF BRIDGE: .; 1; f 7771 a. �....:.::.:..: ....................... ::.....,.::...::. . ...... . ..... �.....:.: ......................... ..d STAGE 1 BNSF d: STAGE 2 BNSF a::::::....: FOUNDATION SLAB: FOUNDATION SLAB: %: (SEE RA DWGS) ::::(:((::::( (( :('(i: :(:(( ?:'::((::r:(:((;:: (SEE RA DWGS) ::( ?..:.::iQ:::: r: r: r;rr: .;:. p: v: v:.. v: ::'::::.�:: :::::. ::r:. :: rr: v: r; rr......: .................... . . .. ..:..:.: . c.:.. BergerABAM RECORD AS SHOWN "D9"'BB CITY OF DRAWING RENTON BEE Public Works Department DATUM 33301 9th Avenue South, Suite 300 E Approved For Construction Federal Way, Washington 98003-2600 KK Nns (206) 431-2300 Fax: (206) 431-2250 N0. REVISION BY DATE APPR _ ""Rohert M. Hanson P.F. r. EAST BNSF ROW ---1 ---- J----- 7--- __ ROADWAY EXCAVATION INCLUDING HAUL EXCAVATION CLASS A - BNSF RRIII(:F *** EAST BNSF ROW TO BE BACKFILLED W/ GRAVEL BORROW INCLUDING HAUL - ROADWAY i ROADWAY EXCAVATION INCLUDING HAUL -ROADWAY SUBGRADE ELEVATION SHORING OR EXTRA EXCAVATION CLASS A - BNSF BRIDGE *** '---TO BE BACKFILLED W/ GRAVEL BORROW INCLUDING HAU' - ROADWAY R-3693192 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A LIMITS OF STRUCTURE EXCAVATION CLASS A SX-1 BNSF FOUNDATION SLAB a O SW RETAINING WALL (SEE SW DWGS FOR PLANS)— STRUCTURE EXCAVATION CLASS A INCL. HAUL — BNSF BRIDGE (SEE DWG SX-1) —CURTAIN WALL _(SEE SW DWGS FOR PLANS) 4 BNSF BRIDGE SE RETAINING WALL (SEE SW DWGS FOR PLANS) A A o ... ■l�l�lWlMlilFlml�,�IMIM Y -.l�l�l�l�l■ Ili E SX-2 D PLAN - STRUCTURAL RETAINING WALLS ISX-2 SCALE: 1 = 20 77 SHORING / EXTRA EXCAVATION CLASS A — CONC. / RETAINING WALL***LIMITS OF STRUCTURE EXCAVATION ROADWAY CLASS A INCL. HAUL — // EXCAVATION \\ \\ \\ \\ \\ \ CONC. RETAINING WALL INCL. HAUL TO BE BACKFILLED W GRAVEL BORROW INCL. HAUL — ROADWAY TO BE BACKFILLED W/ NATIVE MATERIAL SHORING OR EXTRA EXCAVATION CLASS A — CONC. RETAINING WALL*** ***SEE WSDOT STANDARD SPECIFICATION 2-09.5 E TYPICAL SECTION - SW RETAINING WALL & SE RETAINING WALL SX-2 SCALE: N.T.S. o E FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. ***SEE WSDOT STANDARD SPECIFICATION 2-09.5 LIMITS OF STRUCTURE LY EXCAVATION CLASS PROPOSED SHOOF INCL. HAUL — CONC.. RETAINING WALL EXISTING GROUND PERMANENT SHEET PILE SHORING W/ TIEBACKS (SEE RA DWGS) TO BE BACKFILLED W/ GRAVEL BORROW INCL. HAUL — ROADWAY i c TYPICAL SECTION - CURTAIN WALL SX-2 SCALE: N.T.S. F TYPICAL SECTION - NOT USED — SCALE: N.T.S. ROADWAY /EXCAVATION INCL. HAUL SHORING OR EXTRA EXCAVATION CLASS A — CONC. RETAINING WALL*** OJ BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 95003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD DRAWINGBEE �m- SHCITY AS OWN `� "' DATUM OF RENTON Public Works Department Approved For construction Rohert M. Hanson P.F. Date ER BOULEVARD STRANPHASE 11, SEGMENT EXTENSION A LIMITS OF STRUCTURE EXCAVATION CLASS A STRUCTURAL RETAINING WALLS " E p1D'NAS "" NO. REVISION BY DATE APPR _ R-3693193 5/20/15 SX-2 rn co M CD LLI I— GENERAL NOTES: GENERAL: 1. ALL MATERIAL AND WORKMANSHIP SHALL BE AS PER THE CURRENT AREMA MANUALS FOR RAILWAY ENGINEERING: CHAPTER 8 CONCRETE STRUCTURES AND FOUNDATIONS, AND CHAPTER 15 STEEL STRUCTURES, EXCEPT THAT THE BATTER PILES ARE TO BE BATTERED AT 4 (HORIZONTAL) TO 12 (VERTICAL). 2. THE BNSF STANDARD CONSTRUCTION SPECIFICATIONS INCLUDED IN THE PROJECT SPECIAL PROVISIONS SUPPLEMENT AND THE ABOVE AREMA MANUALS SHALL GOVERN. WSDOT SPECIFICATIONS SHALL BE FOLLOWED FOR REMAINING ITEMS. STRUCTURE EXCAVATION AND BACKFILL: 1. ALL STRUCTURE EXCAVATION AND BACKFILL SHALL BE IN ACCORDANCE WITH THE WSDOT SPECIFICATIONS AND THE SPECIAL PROVISIONS. REINFORCEMENT: 1. STEEL BARS FOR REINFORCEMENT SHALL BE DEFORMED BILLET —STEEL BARS CONFORMING TO THE REQUIREMENTS OF THE CURRENT ASTM DESIGNATION: A615, GRADE 60. OR A706 UNO. 2. FABRICATION FOR REINFORCEMENT SHALL BE IN ACCORDANCE WITH CHAPTER 7 OF THE CURRENT CRSI MANUAL OF STANDARD PRACTICE. 3. REINFORCEMENT WIRE BAR SUPPORTS THAT ARE IN CONTACT WITH FORMS SHALL BE CLASS 1, PLASTIC PROTECTED, IN ACCORDANCE WITH CHAPTER 3 OF THE CURRENT CRSI MANUAL OF STANDARD PRACTICE. CAST —IN —PLACE CONCRETE: 1. ALL CONCRETE, CONCRETE WORK AND PLACEMENT OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS, U.N.O. DETAILED FALSE WORK PLANS, IN ACCORDANCE WITH PARAGRAPH 2.11 OF SPECIAL PROVISION 6-02, ARE REQUIRED AS NECESSARY. ALL EXPOSED CONCRETE SURFACES SHALL RECEIVE A PIGMENTED SEALER FOR CONCRETE SURFACES IN CONFORMANCE WITH WSDOT SPECIFICATION 6-02.3(14)C AND OF WSDOT COLOR "WASHINGTON GRAY". 2. THE PORTLAND CEMENT USED IN ALL CONCRETE SHALL BE TYPE II OR TYPE IIA. ALL CONCRETE SHALL BE AIR —ENTRAINED CONTAINING NOT LESS THAN 5 PERCENT NOR MORE THAN 7 PERCENT AIR BY VOLUME. CONCRETE SHALL BE CLASS 40,IN ACCORDANCE WITH THE SPECIAL PROVISIONS 6-02, WITH AN ULTIMATE COMPRESSIVE STRENGTH OF NOT LESS THAN 4000 PSI IN 28 DAYS. MAXIMUM SIZE OF COARSE AGGREGATE SHALL BE ONE INCH. THE MINIMUM CONCRETE COVER TO REINFORCEMENT SHALL BE TWO INCHES UNLESS NOTED OTHERWISE. EXPOSED CONCRETE EDGES SHALL BE BEVELED 3/4". 3. THE CONTRACTOR WILL DEVELOP A PROCEDURE THAT DURING THE PERIOD OF HEAT DISSIPATION FOLLOWING CONCRETE PLACEMENT, THE TEMPERATURE DIFFERENTIAL BETWEEN THE INTERIOR OF THE SECTION AND THE OUTSIDE SURFACE OF THE SECTION COMPLIES WITH THE PROJECT SPECIFICATIONS. THE MAXIMUM TEMPERATURE SHALL BE 160' F. PROCEDURES OPEN TO THE CONTRACTOR INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: COOLING COMPONENT MATERIALS PRIOR TO ADDITION OF MIX ADDING ICE TO THE MIX WATER CONTROLLING RATE OF CONCRETE PLACEMENT USING LOW OR MODERATE HEAT OF HYDRATION CEMENT OTHER ACCEPTABLE METHODS DEVELOPED BY THE CONTRACTOR PERVIOUS BACKFILL MATERIAL BEHIND WALLS: 1. PERVIOUS BACKFILL MATERIAL BEHIND WALLS SHALL BE IN ACCORDANCE WITH THE SPECIAL PROVISIONS. PILING: 1. PILES SHALL MEET THE MATERIAL REQUIREMENTS OF ASTM A252 GRADE 3 AND SHALL BE DRIVEN IN ACCORDANCE WITH THE SPECIAL PROVISIONS 6-05. ALL PILES ARE TO BE DRIVEN WITH CAST STEEL CONICAL PILE POINTS. PIPE PILES SHALL BE DRIVEN IN ACCORDANCE WITH THE DETAILS AND NOTES ON SW-4. 2. AFTER PILES ARE DRIVEN, THEY SHALL BE CUT OFF AT THE PROPER ELEVATION. THE SPECIFIED SHEAR STUDS SHALL THEN BE WELDED TO THE PILE AT EVEN SPACING IN ACCORDANCE WITH THE DETAILS ON SW-5. THE DESIGNATED REINFORCING CAGE SHALL BE CENTERED IN EACH PILE. EACH PILE SHALL THEN BE FILLED WITH WSDOT CLASS 4000P CONCRETE HAVING AN ULTIMATE COMPRESSIVE STRENGTH NOT LESS THAN 4000 PSI IN 28 DAYS. DAMPPROOFING: LL 1. THE BACK FACE OF THE WALLS SHALL BE DAMPPROOFED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. N JOINT WATERPROOFING: N 1. THE EXPANSION JOINT SHALL BE WATERPROOFED IN ACCORDANCE WITH THE SPECIAL PROVISIONS. o E FEDAID: STPUL-1276(004) HPP-1276(005) T SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. *J BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax:(206) 431-2250 LIST OF SHEETS: CHAIN LINK FENCE TYPE 3: SW-1 STRUCTURAL RETAINING WALL — GENERAL NOTES AND LIST OF SHEETS SW-2 STRUCTURAL RETAINING WALL — PLAN AND ELEVATION — SE WALL 1. ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SW-3 STRUCTURAL RETAINING WALL — PLAN AND ELEVATION — SW WALL THE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR SW-4 STRUCTURAL RETAINING WALL — PILE DETAILS 1 ROAD, BRIDGE AND MANICIPAL CONSTRUCTION, DATED 2010. SW-5 STRUCTURAL RETAINING WALL — PILE DETAILS 2 SW-6 STRUCTURAL RETAINING WALL — 2. ALL FENCE POSTS SHALL BE SET PLUMB. FOUNDATION LAYOUT AND REINFORCEMENT DETAILS 1 SW-7 STRUCTURAL RETAINING WALL — 3. CHAIN LINK FABRIC SHALL BE STRETCHED AND FASTENED TO POSTS AT 1'-3" AND 2'-0" FOUNDATION LAYOUT AND REINFORCEMENT DETAILS 2 MAXIMUM ON CENTER TO FENCE POSTS AND BRACE RAILS, RESPECTIVELY. SW-8 STRUCTURAL RETAINING WALL — FOUNDATION LAYOUT AND REINFORCEMENT DETAILS 3 SW-9 STRUCTURAL RETAINING WALL — SECTIONS AND DETAILS 1 4. STEEL PIPE FOR THE FENCE POSTS SHALL CONFORM TO ASTM SPECIFICATION A53 GRADE B. SW-1 STRUCTURAL RETAINING WALL — SECTIONS AND DETAILS 2 ALL OTHER MATERIAL FOR CHAIN LINK FENCE (FABRIC, PIPES AND HARDWARE) SHALL SW-11 STRUCTURAL RETAINING WALL — SECTIONS AND DETAILS 3 CONFORM TO AASHTO SPECIFICATION M181 UNLESS NOTED OTHERWISE. SW-12 STRUCTURAL RETAINING WALL — BNSF ABUTMENT #1 WINGWALL SW-13 CURTAIN WALL — PLAN, ELEVATION & SECTIONS 1 5. ALL STEEL MATERIAL SHALL BE HOT —DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE SW-14 CURTAIN WALL — PLAN, ELEVATION & SECTIONS 2 WITH AASHTO M111 & M232 AS APPLICABLE. SW-15 STRUCTURAL RETAINING WALL — REINFORCEMENT TABLES SW-16 CURTAIN WALL — REINFORCEMENT TABLES 6. THE COLOR OF ALL FRAMEWORK AND THE FENCE FABRIC SHALL BE BLACK. REFERENCE ASTM SW-17 PIGMENTED SEALER LIMITS — ELEVATION F668 AND ASTM F934. SW-18 PIGMENTED SEALER LIMITS — SECTION SW-19 FALL PROTECTION SW-20 CABLE FENCE LEGEND: UNO = UNLESS NOTED OTHERWISE CTS = CENTERS EF = EACH FACE FF = FRONT FACE BF = BACK FACE BOT = BOTTOM W/ = WITH DESIGN DATA: 2010 AREMA DESIGN SPECIFICATIONS LOADING: COOPER E 80 W/ DIESEL IMPACT AND AREMA CHAPTER 15 ALTERNATIVE LIVE LOAD 2010 WSDOT BRIDGE DESIGN MANUAL (LRFD) LOADING: 250 PSF EQUIVALENT LIVE LOAD SURCHARGE W AS SHOWN CITY OF RENTON " MJE DATUM Public Works Department c—1E WFW Approved For Construction NO. REVISION BY DATE APPR _ ""0��""` 1!Rohert M. Hanson P.F. r. STRANDER BOULEVARD EXTENSION PHASE 1, SEGMENT 2A STRUCTURAL RETAINING WALL GENERAL NOTES AND LIST OF SHEETS R-3693194 5/20/15 SW-11 0 00 0 0 �o M o M o N Q J (V N BACK FACE OF WALL N & WALL WORKLINE Z ` w M N II FOOTING, TYP 0 I I a FRONT FACE OF WALL BATTER PILE, TYP SEGMENT O 26'-0" r s H 26'-10 9/16" PLUMB PILE, TYP I BNSF BRIDGE —1 _ I V V V I I I _ _ 25-8 1 /16" I I SEGMENT O I I I I 26'-0" I _ PLAN - SE WALL SCALE: 3 16"=1'-0" NOTE: ALL WALL STATIONS AND OFFSETS ARE TO BACK FACE OF WALL o E v FEDAID: STPUL-127005) HPP-1276(005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 ALONG BACK FACE OF WALL 6,r CHAIN LINK FENCE TYPE 3 POST SPACING 3 SPA @ 8'-8" =26'-O" BLACK VINYL COATED CHAIN LINK FENCE TYPE 3 (TYP.) SEE WSDOT STD PLAN L-20.10-01 TOP OF WALL 2 SPA ® 26'-0" = 52'-0" EL 14.30 //FINISHED GROUND LINE AT BACK OF WALL a�mPss MJE eu WEW REVISION BY DATE APPR t 6" 3 SPA ® 8'-4" =25'-O" SEE DWG SW-10 FOR LUMINAIRE SUPPORT I _ _ _ _ I DETAILS. SEE DWG IL-2 FOR LOCATION F I I I EL 31.00 I I r L J 11'-0" LEVEL I I I I LUMINAIRE #5 I I I EXPANSION JOINT TOP OF FINISHED GROUND I AT FRONT FACE OF WALL I I I I I TOP OF ____H FOOTING, TYP I I o F EL 3.25 I I I I I 24"0 PIPE PILE, SEE FOUNDATION LAYOUT FOR PILE LOCATIONS � J � I SEGMENT O2 SEGMENT 1O FJ 26'-0" 26'-0" I ELEVATION - SE WALL SCALE: 3/16"=1'-O" R-3693195 AS SHOWN 'am"` ""°�'a"'-1 , CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A DATUM Public Works Department Approved For Construction STRUCTURAL RETAINING WALLSW-2 scut .ccormixc`v Rohert M. Hanson P.F. Date PLAN & ELEVATION - SE WALL — 913-93 O r M o o 0 I 1 J � + O+ 169783.24 N, 1292249.56 E J CENTER OF EXISTING MANHOLE Q Q 3 169802.51 N, 1292252.21 E m N M co CENTER OF EXISTING MANHOLE 23'-1 1/2" o 0 �o M � STAGE II SHEET N PILE SHORING - PLUMB PILE TYP 3 J NNE z�3 io w 1n � wo 1('1 J tSJ co M o rn m33 V V V o I SEE DETAIL B FRONT FACE BATTERED PILE TYP OF WALL 24'-0" 24'-0" SEGMENT(3 SEGMENT(!) 24'-4" PLAN - SW WALL SCALE: 1/8" = 1'-0" a DETAIL N - SCALE: 1/4" = 1'-0" o Z E v FEDAID: STPUL-127005) HPP-1276(005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 EXPANSION JOINT 2 SPA ® 24'-0" = 48'-0" SPACING ALONG BACK FACE OF WALL 6" 6" CHAIN LINK FENCE 7'-0" 5 SPA @ 8'-0" = 40'-0" TYPE 3 POST SPACING BLACK VINYL COATED CHAIN LINK FENCE TYPE 3 SEE WSDOT STD PLAN L-20.10-01 EL 32.25 FINISHED GROUND LINE AT BACK OF WALL LEVEL 1'-0" I I TOP OF WALL I _��-- EL 22.09 TOP OF FINISHED I I \ GROUND AT FRONT I FACE OF WALL I EXPANSION I I I I JOINTG _ TOP OF FOOTIN I I I I �Ir 24"4 PIPE PILE SEE FOUNDATION LAYOUT FOR PILE LOCATIONS SEGMENT(3) SEGMENT® ELEVATION - SW WALL SCALE: 1/8" = 1'-0" `"mPss MJE eu WEW REVISION BY DATE APPR AS SHOWN �� DATUM NOTE: ALL WALL STATIONS AND OF SET90'—O" ARE TO BACK FACE OF WAL r 6" 6" CHAIN LINK FENCE I 9'-0" FINISHED GROUND LINE AT BACK O��i�i�i�i�i�i�i� .zw.20_.2.200 1 12 EL 14.09 TOP OF FINISHED GROUND AT FRONT FACE OF WALL TOP OF VIEW SCALE: 178 = 1 —0' R-3693196 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction STRUCTURAL RETAINING WALL SW-3 . - „----- I ,.-- PLAN & ELEVATION - SW WALL O y J PIPE PILE I I BACKING RING I H I I I I I I r H SECTION STEEL PIPE I I I I I I I I I I I I /rr n n-R I I/ I I I I I I\ I PIPE PILE TIP REINFORCEMENT OR FIELD CJP PILE TIP NOTE: PIPE PILE I I I I I BACKING RING I I I I L--------------� I I I I I I I I I I I I I I I I �I I / v PILE SPLICE DETAIL SPLICE NOTES: 1. PROVIDE SPLICED SLEEVE MATERIAL SAME AS PILE MATERIAL. LET WELDS COOL TO AIR TEMPERATURE BEFORE DRIVING PILES. 3. SPLICE MUST DEVELOP THE YIELD STRENGTH OF THE PILE IN BEARING AND BENDING. THE CONTRACTOR SHALL FURNISH CONICAL PILE POINTS CONSISTING OF A SINGLE PIECE AS SHOWN. THE PILE POINTS SHALL BE CAST IN ONE PIECE STEEL ACCORDING TO ASTM A 148 RADE 90-60 (A.A.S.H.T.O. M 103 GRADE 65-35) AND SHALL PROVIDE FULL BEARING OVER THE FULL CIRCUMFERENCE OF THE PILE. THE PILE POINT SHALL HAVE TAPERED LEADS TO ASSURE PROPER ALIGNMENT AND FITTING AND SHALL BE SECURED TO THE PILE WITH A CIRCUMFERENCE WELD. FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 CONTRACTOR TO THE CITY OF RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 nnrn unc wnT PPPM VPPIFIM (206) 431-2300 Fax: (206) 431-2250 NO. REVISION BY I DATE I APPR NOTES: 1. PILES SHALL MEET THE MATERIAL REQUIREMENTS OF ASTM A252. GRADE 3 WITH A MINIMUM YIELD STRENGTH OF 50 KSI OR APPROVED EQUIVALENT AND SHALL BE DRIVEN IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND THESE NOTES. 2. STEEL CONICAL PILE POINTS WITH DULL TIP SHALL BE WELDED ONTO WALL PILES. REINFORCED TIP SHALL BE FLUSH WITH OUTSIDE OF THE PILE. THE CONTRACTOR SHALL ANTICIPATE OBSTRUCTIONS CONSISTING OF COBBLES, BOULDERS AND LOGS DURING THE PILE INSTALLATION. 3. THE CONTRACTOR SHALL FOLLOW ANY NOISE ORDINANCE ESTABLISHED BY THE CITY OF RENTON. A TIME LIMITATION ON PILE DRIVING ACTIVITY MAY BE IMPLEMENTED AND THE CONTRACTOR MAY BE REQUIRED TO PROVIDE A SOUND SHIELD DURING PILE DRIVING ACTIVITIES IF THE THE NOISE ORDINANCE CANNOT BE MET. 4. THE CONTRACTOR SHALL MONITOR FOR VIBRATION AND LOCAL GROUND SETTLEMENT WITHIN 20 FT OF THE PILE BEING DRIVEN. THE CONTRACTOR IS RESPONSIBLE FOR ANY VIBRATION INDUCED DAMAGE TO ALL ADJACENT STRUCTURES SUCH AS RAILROADS AND UTILITIES. 5. THE CONTRACTOR SHALL FURNISH THE MANUFACTURER'S SPECIFICATIONS AND CATALOG FOR THE PILE DRIVING HAMMER PROPOSED. AT A MINIMUM THE CONTRACTOR SHALL FURNISH THE INFORMATION ON THE PILE DRIVING EQUIPMENT DATA SHEET FOUND IN THE SPECIAL PROVISIONS. IF THE PROPOSED HAMMER IS FOUND INSUFFICIENT BY THE OWNER, RE -MOBILIZING AND REPLACING EQUIPMENT SHALL BE AT THE CONTRACTOR'S EXPENSE. 6. ALL PILES SHALL BE DRIVEN TO THE MINIMUM PILE TIP ELEVATION SPECIFIED AND TO THE REQUIRED FINAL DRIVING RESISTANCE AS DETERMINED BY WAVE EQUATION ANALYSIS FOR PILE DRIVING (WEAP) WITHIN THE LAST FOOT. IN THE EVENT THE PILE DRIVING RESISTANCE AT THE MINIMUM PILE TIP ELEVATION ARE LESS THAN THE MINIMUM VALUES OBTAINED UNDER CONTINUOUS DRIVING CONDITIONS. THE CONTRACTOR SHALL CONTINUE DRIVING UNTIL THE REQUIRED DRIVING RESISTANCE IS MET. EXCEPT FOR PILES THAT ARE WITHIN 6" OF FINAL CUTOFF. FOR PILES THAT ARE WITHIN 6" OF FINAL CUTOFF DRIVING SHALL BE DISCONTINUED FOR AT LEAST 24 HOURS AND REDRIVEN TO THE LESSER OF THE FINAL 6" OR UNTIL DRIVING RESISTANCE IS ACHIEVED. IF THE RESTRIKE RESISTANCE DOES NOT ACHIEVE THE SPECIFIED VALUES. THE ENGINEER WILL DETERMINE THE SUBSEQUENT PROCEDURES TO BE TAKEN. SHOULD THE MINIMUM PILE DRIVING RESISTANCE BE ACHIEVED ABOVE THE MINIMUM PILE TIP ELEVATION. THE PILES SHALL BE DRIVEN TO "REFUSAL" WITHIN THE SPECIFIED NON -LIQUIFIABLE LAYER. TO THE REQUIRED DEPTH, WITHOUT OVERSTRESSING THE PILE SECTION. "REFUSAL" WILL BE DETERMINED BY THE ENGINEER. 7. A TEST PILE PROGRAM BY PERFORMING DYNAMIC PILE TESTING WITH A PDA (PILE DRIVING ANALYZER) AND CAPWAP ANALYSES (CASE PILE WAVE ANALYSIS PROGRAM) SHALL BE UNDERTAKEN TO ESTABLISH DRIVING CRITERIA AND DETERMINE LENGTHS FOR PRODUCTION PILES. 8. CHECK ALL PILES FOR POSSIBLE HEAVE PRIOR TO CUTOFF BY SURVEYING THE ELEVATION OF EACH PILE BUTT AFTER A PILE IS DRIVEN WITH THE GROUP. THE HEAVE DATA SHOULD BE PROVIDED TO THE ENGINEER TO DETERMINE IF REDRIVE IS REQUIRED. IN GENERAL, IF THE HEAVE IS GREATER THAN 0.25 INCH THE PILE SHOULD BE REDRIVEN TO THE ORIGINAL PILE TIP ELEVATION. 9. NO SPLICES WILL BE PERMITTED IN THE UPPER 30 FEET OF THE PILES. MEASURED FROM THE PILE CUTOFF ELEVATION. DRIVE SPLICES ARE NOT PERMITTED AT ANY LOCATION. 10. ALL WELDING SHALL CONFORM TO THE REQUIREMENTS OF THE STRUCTURAL WELDING CODE AWS D1.5. 11. NONDESTUCTIVE TESTING - THE ENTIRE LENGTH OF THE COMPLETE JOINT PENETRATION GROOVE BUTT WELDS OF PILE SPLICES SHALL BE EXAMINED BY ULTRASONIC TESTING. THESE INSPECTIONS SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE AWS D1.5. R-3693197 o� AS SHOWN °^°7°° CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 mess FXNTON PHASE 1, SEGMENT 2A MJE DATUM Public Works Department c.- wEw � Approved For Construction STRUCTURAL RETAINING WALL SSW-4 Rahert M. Hanson P.F. Mote PILE DETAILS 1 O Ift s 26'-0" 26'-10 9/16" 2ND ROW PILE SPACING 6'-6" 1�7'-13- 6'-6" 6'-4 9/16" 2'-6" r 2'-6" 2'-6" 10'-0' F.6'-0" S-4 9/16" 8D1 TOP o o a a 621-8 BOT N I m m n rn oil °O co c0 � I I b cc co o N o o V V V 8D1 TOP a o I I Oil °0 m N o /1\ /1\ /1\/�\ /_\ /� N om r Q, o 0 0 CD 5F1 9J1 cZ— d d J 90 51`1 J 6D1 51 SPA ® 6" = 25'-6" TOP 9J2 3 513-8 26 SPA ® ABT 1'-0" = 25'-6" BOT 8D1 50 SPA ® 6" = 25'-0" TOP 621-8 25 SPA ® 1'-0" = 25'-0" BOT FOOTING PLAN - SE WALL SCALE: 3/16"=1'-0" NOTE: ALL FOOTING REINFORCING NOT SHOWN FOR CLARITY. o E v FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 "mess MJE REVISION BY DATE APPR ^" _ 507-11 TO 516-3 26 SPA ® ABT 1'-0" = 25'-6" BF LAP W/9J3 407-11 TO 416-3 20 SPA ® ABT 1'-3" = 25'-6" FF LAP W/51`1 LL 9J3 26 SPA ® ABT 1'-0" = 25'-6" BF ® 51`1 20 SPA ® ABT 1'-3" = 25'-6" FF F 527 EF TOP OF FOOTING 616-5 TO 624-7 26 SPA ® ABT 1'-0" = 25'-6" BF LAP W/9J2 416-5 TO 424-7 20 SPA ® ABT 1'-3" = 25'-6" FF LAP W/5F1 9J1 25 SPA ® ABT 1'-0" = 24'-6" BF 9,12 26 SPA ® ABT 1'-0" = 25'-6" BF w 5F1 20 SPA ® ABT 1'-3" = 25'-6" FF of � A o 511 EF o w I N �Q 0 0_ o I o qz ELEVATION - SE WALL SCALE: 3/16"=1'-0" WAS SHOWN '"m"`"` ""° 1H0.'1B°' CITY OF RENTON DATUM Public Works Department Approved For Construction Kuc kco�ixcw Rohert M. Hanson P.F. F R-3693199 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A STRUCTURAL RETAINING WALL SW-6 FOUNDATION LAYOUT & REINFORCEMENT DETAILS 1 , 23'-1 1 /2" 24'-0" CY) CD 2 SPA ® 6'-0" 2ND ROW PILE SPACING o o = 12'-0" 5'-6" Q�Q m m 2'-6" 2'-6"9'-0 N N SPA ® 6'-0" 10'3 -0"2'-6"- QLL 7 N O N LU oomo 18-0" M 1OD1 TOP o O a_I N CV I 621-8 BOT --_ AFT 7, Q ^ II—� \-A— \-A— m V V V m CL I 9D1 TOP I 0 V (a z Q N 9D1 21 SPA ® 1'-0" = 21'-0" TOP vim, PLACE BETWEEN 10D1 J 10D1 22 SPA @ 1'-0" = 22'-0" TOP CL 621-8 44 SPA ® 6" = 22'-0" BOT 5F1 5F1 9J3 & 9J4 9J6 24'-4" 6D1 47 SPA ® 6" = 23'-6" TOP 513-8 24 SPA ® ABT 1'-0" = 23'-6" BOT FOOTING PLAN - SW WALL SCALE: 3/16"=1'-0" 416-5 TO 426-6 19 SPA ® ABT 1'-3" = 23'-6" FF LAP W/ 5F1 5F1 19 SPA ® ABT 1'-3" = 23'-6" FF 616-5 TO 626-6 21 SPA @ 1'-0" = 21'-0" BF LAP W/ 9J4 508-7 TO 516-3 24 SPA ® ABT 1'-0" a 9J4 20 SPA ® 1'-0" = 20'-0" BF = 23'-6" BF LAP W/9J6 J 408-7 TO 416-3 19 SPA 0 ABT 1'-3" NI 9J5 21 SPA ® 1'-0" = 21'-0" BF = 23'-6" FF LAP W/5F1 a - w rn�\ F SW-11 9J6 24 SPA ® ABT 1'-0" = 23'-6" BF U 3 \ 512 EF SFi 19 SPA ® ABT 1'-3" - 23'-6" FF 0 0 S Q 0 a � m \ 524-10 EF LL \ N w \ a I o 0 a TOP OF FOOTING I N a � � 11 ELEVATION - SW WALL SCALE: 3/16"=1'-O" E E v FEDAID: STPUL-127RECORD HPP-1276(005) 005) n SOME DATA ON RECORD DRAWINGS BergerABAM IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 N0. REVISION JT ROW & BACK PILE SPACING as mm mm I I aC) m M u of of 0 CL N o I oil FRONT -a ROW I V z Q a J CL N cl I- � � a CL w 0 I NOTE: ALL FOOTING REINFORCING AND PILES NOT SHOWN FOR CLARITY K 426-6 9 SPA @ 1'-3" FF 626-6 8 SPA 1'-0" = 8'-0" BF 9F1 8 SPA 1'-0" = 8'-0" BF 9F2 7 SPA ® 509-8 EF 1 -0 = 7 -0 BF NOTE: WALL SHALL BE CONSTRUCTED WITH A 1/2" SETBACK AT TOP OF WALL. I I 626-6 tL � m L io of I � Q [1 IL v n N 9F1 0 N O) � o I I 0 I 9F2 I 1 ll �l 5J1 9 SPA ® 1'-3" FF I J "mess MJE KK WEW BY DATE APPR ^" _ 4 J VIEW VARIES K SECTION - SCALE: 1/4"=1'-0" I - SCALE : 1/4"=1'-O" 426-6 510-8 4H1 626-6 & 9F1 5D3 1'-" FILLET (-6 & 9J3 426-6 8 L SECTION - SCALE: 3/8"=1'-0' R-3693201 AS SHOWN '"m"` ""°1H^'°�1B°' , , CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A DATUM Public Works Department Approved For Construction STRUCTURAL RETAINING WALL SW_g ��" ` Robert M. Hanson P.E. Date FOUNDATION LAYOUT & REINFORCEMENT DETAILS 3 219-23 O "S" LINE FINISHED GROUND LINE 22'-0" NOTE: A SECTION WALL SHALL BE CONTRUCTED WITH A 1/2" SET BACK AT TOP OF WALL. SW-6 SCALE: 3/8"=1'-0 FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM 33301 9th Avenue South, Suite 300 Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 RECORD DRAWING n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. N0. REVISION NATIVE MATERIAL 527 FINISHED GROUND LINE --\ -WALL WORKLINE 37'-0" � "S" LINE 1 12 407-11 TO 416-3 425-8 507-11 TO 516-3 I FINISHED N w GROUND LINE Q w a 8'-0" 6'-0" 9J3 1 5F1 TIE BAR 5M1 TYP. SEE I PLAN - FOOTING TIE 525-8 7D1 BARS ® PILE FOR TIE BAR SPACING 0 625-8 513-8 4 112 01, 24" 0 PIPE PILE TYP 14'-0" B SECTION SW-6 SCALE: 3/8"=1'-0 " W AS SHOWN '"m"`"` ""° 1H0.'1B° CITY OF mess RENTON " MJE Public Works Department E� DATUM Approved For Construction WEW BY DATE APPR Robert M. Hanson P.E. L 1'-0" TYP BOTH DIRECTION FOOTING REINFORCEMENT TYP kR 5M1 TYP PIL PLAN - FOOTING TIE BARS @ PILE NTS R-3693202 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A B00° STRUCTURAL RETAINING WALL � SW-9 SECTIONS & DETAILS 1 , O 4 a PILL IYF 19'-6" F SECTION SW-8 SCALE: 3/8"=1 -0' LL a 0 N N N E E v FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 "S" LINE NATIVE MATERIAL 524-10 FINISHED GROUND LINE FINISHED GROUND LINE N w w 0 ih NOTE: WALL SHALL BE CONSTRUCTED WITH A 1/2" SETBACK AT TOP OF WALL. REVISION 508-7 TO 516-3 8'-0" 9J6 523-8 ---, 6D1 -WALL WORKLINE 37'-0" 1 12 408-7 TO 416-3 I— 423-8 "S" LINE i FINISHED GROUND LINE 6'-0" L—[— 51`1 TIE BAR 5M1 TYP. SEE PLAN - FOOTING TIE BARS ® PILE DWG SW-9 FOR TIE BAR SPACING 623-8 513-8 4 112 24"O PIPE PILE TYP 14'-0" G SECTION SW-8 SCALE: 3/8' =1 -0' BACKFACE & WALL WORK LINE POST 6'-0" CHAIN LINK FENCE TYPE 3 6 6" POST 4-3/4"4 ASTM A449 3/8 BOLTS WITH OUTSTAND OF 3 1/2" R 3/4%9 1/2"xO'-9 1/2" TOP OF WALL 1" MIN NON -SHRINK NON -STAINING GROUT II II 2 3/4" II II 2 3/4" o z II II II II II II 46- _1� ----XFRONT FACE OF WALL 2 NUTS & WASHERS PER BOLT. TACK WELD BOTTOM NUT TO BOLT 1/2" FROM BOTTOM CHAIN LINK FENCE CONNECTION DETAILS SCALE: 1" = V-O" NOTE: FOR CHAIN LINK FENCE TYPE 3 DETAILS SEE WSDOT STD PLAN L-20.10-00 WATERSTOP OE EXPANSION JOINT BACK FACE OF WALL 1/2" PREMOLDED JOINT FILLER AND WORK LINE 3" 3" ¢ W AS SHOWN '"m"`"`ma7_ CITY OF "mPSS FXNTON MJE Public Works Department EWEW � DATUM Approved For Construction " BY DATE APPR Robert M. Hanson P.E. L �1/2" CHAMFER, TYP EXPANSION JOINT DETAIL SCALE: 1 1/2" = 1'-0" R-3693204 STRANDER BOULEVARD EXTENSION 5/20/15 PHASE 1, SEGMENT 2A B00° STRUCTURAL RETAINING WALL SW-11 SECTIONS & DETAILS 3 O W) BNSF BRIDGE ABUTMENT #1 90. 1'-0" 0 8,_ J, WINGWALL PLAN anlcr aalnr_r R'_n" M TOP OF WALL 5,13 2 SPA FINISHED GROUND LINE m AT BACK FACE OF WALL 5J3 2 SPA ®1 —0" T 508-7 FF & BF Lj — 0 0 518-4 .50 TO 521-8 FINISHED GROUND LINE AT FRONT FACE OF WALL o41 n 10 d LL a M � 'nI N WINGWALL ELEVATION E E 12 v FEDAID: STPUL-127 HPP-1276(005) 005) BergerABAM RECORD n SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION DRAWING PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS Federal Way, Washington 98003-2600 NO. DATA HAS NOT BEEN VERIFIED. (206) 431-2300 Fax: (206) 431-2250 518-4 TO 521-8 7 SPA ® 1'-0" FF J618-4 TO 621-8 7 SPA ®1'-0" BF ELEVATION - REINFORCEMENT `"mPss " MJE REVISION BY DATE APPR ^" _ 510-4 5,13 618-4 TO 621-8 --510-4 M SECTION AS SHOWN �� DATUM Rol 610-4 810-4 WATERSTOP 618-4 TO 621-8 5,13 CONSTRUCTION JOINT 5TO SJ3 521-4 -8 N SECTION WATERSTOP 2'-6" 618-4 TO — � 621-8� 610-4 CONSTRUCTION JOINT 518-4 TO 521-8 510-4 o SECTION NOTE: COORDINATE THIS WITH CONSTRUCTION OF BRIDGE. HORIZONTAL REINFORCEMENT FOR WINGWALL SHOULD BE CAST INTO STEMWALL OF BRIDGE ABUTMENT. R-3693205 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A B00" Public Works Department Approved For Construction STRUCTURAL RETAINING WALL "SSW-12 . ,. ----- I ,.-- BNSF ABUTMENT #1 WINGWALL , 0 m T V LL a 0 N NOTE: ALL WALL STATIONS AND OFFSETS ARE TO TOP BACK FACE OF WALL E E v FEDAID: STPUL-1276(004) HPP-1276(005) SOME DATA ON RECORD DRAWINGS IS BASED UPON INFORMATION PROVIDED BY THE CONSTRUCTION in CONTRACTOR TO THE CITY OF .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. oo �Nr + + oo STAGE II SHEET a N z o PILE SHORING J Q + ao J 3 Z + r` � ^ I Z a ; a m N U w V) U r r-- j I I I I I I I I I I I I I I I 1 I I - - - BACK FACE OF WALL I I I I I PLUMB PILE, TYP 1 1 I I I I IL SEE DETAIL A I FRONT FACE OF WALL 1 I _L-Av�-J_ 81°58'21" PLAN - CURTAIN WALL BNSF BRIDGE ABUTMENT #3 J Q o 3 0 Z � �o I U cn r--F I I I I I I I I I I I I I Li I I I Ar I I I I I I I I I I I I I I I I I I I IL I L-j j I I I I I I (4) 3"0 1 WEEP HOLES I L I 2'-0" I I I I I I I I I I I I I I I I I i EXPANSION JOINT, SEE EXPANSION JOINT DETAIL DWG SW-11 PLACE SANDBAGS FILLED WITH ' PEA GRAVEL OR DRAIN ROCK BEHIND WEEP HOLES (TYP) 3 EQ. SPA. r-� F-� o� o 24"0 PIPE PILE 21'-7 3/4" ELEVATION - CURTAIN WALL BergerABAM RECORD 33301 9th Avenue South, Suite 300 D RAW I N G Federal Way, Washington 98003-2600 (206) 431-2300 Fax: (206) 431-2250 r SW WALL J J � 3� Z N �o U (n EL 32.25 I I I I I I I I I I I I I I I I I WEEP HOLE - ELEV. 15.0 2'-0' TOP OF FINISHED I GROUND I I TOP OF FOOTING I I I I I I � I EL 2.50 404-8 20 SPA ® ABT 1'-0" TOP & BOT u� rn 404-8 404-8 N N I in in s -T m I c� o� N PILE SPACING 2'-6" 16'-7 3/4" 2,_6„ 8158'21" 21'-7 3/4" PLAN - FOUNDATION LAYOUT & REINFORCEMENT 526-7 22 SPA ® ABT 1'-0" = 21'-4" BF 426-7 22 SPA ® 1'-0" = 21'-4" FF 5J4 22 SPA ® ABT 1'-0" = 21'-4" BF 5U1 22 SPA ® ABT 1'-0" = 21'-4" FF 5,11 22 SPA ® ABT 1'-0" = 21'-4" BF II I I � - I � I � -----------------------�- I II I 621-4 �521-4 404-8 TOP & BOT ELEVATION - REINFORCEMENT `"mPss MJE rC-HEN WEW REVISION BY DATE APPR ^" _ AS SHOWN �� DATUM r7 U WP, V I /— BACK FACE OF WALL FRONT FACE OF WALL A DETAIL SCALE: 1" = 1 -0 526-7 (TYP ® BF) BACK OF CURTAIN WALL 421-4 FI • m 4K1 426-7 (TYP ® FF) FRONT OF CURTAIN WALL P SECTION SCALE: 1" = 1'-0" R-3693206 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A Public Works Department Approved For Construction CURTAIN WALL " SW-13 11 u,..,— o r n— PLAN, ELEVATION & SECTIONS 1 �z a; y O LU I r-------- I I I I I I NET MUST BE COMPLIANT W/ OSHA INTERMEDIATE ANCHORS AT EQUAL SPACING I 1926.502(C) AND HAVE MCC STATING MEETING MANUFACTURE RECOMMENDATION I PRODUCT, CAN WITHSTAND 4001b. (MAX SPACING 5') LOAD DROPPED FROM 14'-0" AND I WILL NOT DEFLECT OVER 10'-0". 1 A SHEET PILE I WALL I 1¢"O ANCHOR BOLTED I I TO WALER (TYP.) —r I I I ANCHORS ON SW WALL, 1 RETURN WALL AND I I I ABUTMENT 3 SHALL BE IN 1 I I LINE BETWEEN CURTAIN RETURN WALL— ----------j� I I I 1 WALL ANCHORS AND WALER 1 1 1 I ANCHORS _ _ 1 CABLE PER MANUFACTURES SPECIFICATION, MIN 50001b. 1 I I I I BREAKING STRENGTH PER ABUTMENT 3 I 1 OSHA 1926.502(C)(8). BACK FACE OF 1 2 TYP I TOP OF WALL 1 ° - - - -- SOUTH WEST WALL F --- 1— I 1Yz"0 GALVANIZED RESIN BONDED ANCHOR W/ 1 TYP I CURTAIN WALL 6" MIN EMBED & 3" MIN FROM END OF 1 ANCHORS ALONG VINYL COATED CHAIN WALL (TYP) ANCHORS MUST CONFORM TO CURTAIN WALL SHALL LINK FENCE, SEE I ASTM A 193 GRADE B7 OR ASTM A 449. 1 1 FRONT FACE OF BE AT ELEVATION SHEET SW-20 FOR I I I TOP OF WALL 31.25' DETAILS. I I 1 EXTENT OF CHAIN LINK FENCE PLAN 1/2" AI qn'-�" NET DETAIL NOTE: CONTRACTOR TO FIELD VERIFY DIMENSIONS 1/2"0 GALVANIZED RESIN BONDF" A SECTION FEDAID: STPUL-127RECORD w HPP-1276(005) 005) ') Berger SOME DATA ON RECORD DRAWINGS "mess IS BASED UPON INFORMATION `� ` TRL PROVIDED BY THE CONSTRUCTION 33301 9th Avenue South, Suite 300 D RAW I N G in EKK CONTRACTOR TO THE CITY OF Federal Way, Washington 98003-2600 WEW .. RENTON, THE CORRECTNESS TO THIS DATA HAS NOT BEEN VERIFIED. Fax: ) 431-2250 206 431-2300 F206 N0. REVISION BY DATE APPR — > DETAIL CONCRETE CORNER ANCHOR BOLT SHEET PILE WALL AS SHOWN �� DATUM 1/2"0 GALVANIZED RESIN BOND^ 1/2"0 GALVANIZED RESIN BONDED ANCHOR z /A" I n z DETAIL CONCRETE INTERMEDIATE ANCHOR BOLT F �p4' RNFR SHER�NchpGs4kFp Ncy04 BEVELED WASHER - SNUG TIGHT NUT, TYP 3 DETAIL SHEET PILE ANCHOR BOLT R-3693212 CITY OF STRANDER BOULEVARD EXTENSION 5/20/15 RENTON PHASE 1, SEGMENT 2A°'°°" Public Works Department Approved For Construction SW-19 FALL PROTECTION rn cm M 0 0 w I — t f PROJECT NO.: 7964390 CLLI CODE: NWPTWA00010 SPECIFICATION: WR33633 These plans have been prepared by AT&T and are provided to show details not shown elsewhere in the plans. See Utility Relocation Plans and Details in contract plans for location and layout of proposed facilities AT&T PROPRIETARY (Internal Use Only) Not for disclosure outside the AT&T companies, except under written agreement. 2011 AT&T Intellectual Property, All Rights Reserved WESTERN TERRITORY LIGHTGUIDE PROJECTS BELLEVUE TO TACOMA 02 u at&t LIGHTGUIDE SYSTEM STAGE 'I & STAGE 2 STRANDER BOULEVARD - RENTON, WA. CABLE RELOCATION PROJECT REVISED BID ISSUE MAY 26, 2011 AT&T PROPRIETARY This information constitutes confidential trade secrets and commercial or financial information owned by AT&T and is shared for Critical Infrastructure Protection purposes only. It is exempt from disclosure underthe Freedom OF Information Act (S U.S.C, 552), Exemptions (b)(3)&(4), and 'Its disclosure is prohibited under the Trade Secrets Act (18 U.S.C.1905), the Critical Infrastructure Information Act OF 2002, 5 U,S,C. 133, and any State or local law requiring disclosure OF information or records. This information must not be copied or distributed to others not agreed upon by AT&T, but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600. \ IE --- N I m 50 Mall Road, Suite 203, Burlington, MA 01803 p 781.221.8400 1781.221.7117 R-3693214 ' L MAY 24, 3MI AEVSED BID usuE T� VJ co O W LEGEND NOTES: 1 SUS EEDAOOWINdssxOWN ABR£00t, wmEcoMPRED AOEDMING TD AVAILABLE CDMP REtDROUFFoA rr0NFROM Tx E AEFEREN D UTILITY POLE W/LIGHT �-- TRAFFIC SIGNAL POLE SURVEY ANGLE POINT AT&T SPLICE MANHOLE COCA'DONS RE PDROMMATECIES,AA T Iu t[xATON6 ABET UP � UTILITY POLE TRAFFIC SIGNAL POLE W/LUMINARE v SURVEY BENCH MARK u AT&T PULL MANHOLE BED ERMINEVLY.AGiU0. LOCATIONS MUST BE aEf£RM]NEP IN lxE ElOp. NENA ENUINEERING GROUP ASSUMES NO IESPONNrRUTY FOR DACAAGES UXUR EDASA RESULT of UnLMFS GMTJTM0A INAGW RATW SHOWN. - UTILITY POLE ANCHOR TRAFFIC SIGNAL SUPPORT POLE 0 SURVEY IRON PIPE AT&T PROPOSED MANHOLE (BY OTHERS) z' TALI {MA 2UONFWIOESYCrEM,BLiLEWETO PAD MOUNTED TRANSFORMER -- == FLASHING WARNING SYSTEM (D MONUMENT (IN CASE) •' AT&T PROPOSED MANHOLE ERoIECr TACOEEA o; sxEETSVJR-03699 N2s• MaO. rt212:.LASRUVt2rt4?U, BY FLUOR e« MarRAT y:sERmEEs• 9. RREA TOMANSTmED 5raArraE0.0IXlLEV4A0 TRANSMISSION TOWER JUNCTION B0X MONUMENT (SURFACE) G AT&T VAULT EXSFNNON,STAANDBt BOVLEVRRDPLAN-PHASE II, BY BefF.fAUM. POWER VAULT Cam— RJR CROSSING GATE AT&T REGEN BUS STOP G141 I GAS METER ° Q O R/R CROSSING SIGNAL .4 2 -- AT&T MARKER (CABLE LEFT) cfMl3 MAIL BOX GG ID GAS VALVE 51GNAL CONTROLLER P.347 MILEPOST 4 RIP RAP TELEPHONE RISER o SIGN BRIDGE D DEPTH OF CABLE NOTE Al ROCKERY TELEPHONE VAULT CANTILEVERED SIGN ® ELECTRONIC MARKER BALL Call before you dig. } •�•••f SHRUBBERY TMH O TELEPHONE MANHOLE SINGLE POST O TONE WIRE GROUND Washington Utilities � M. SIGN Coordinating Council 1P o GUARD POST z,- DOUBLE POST CONIFER TREE F� TONE WIRE MARKER POLE 1-800-424-5555 'vr.Ni M WATER METER COUNTY ROAD AT&T PROPRIETARY f � OECIDUOUS TREE iwJ TONE WIRE SPLICE (Internal Use only) HYD 2-NOZZLE FIRE HYDRANTS INTERSTATE HIGHWAY YARD LIGHT '+ BRIDGE NOTE outside the AT&T Not forcompanies, YD 3—NOZZLE FIRE HYDRANT Ill STATE HIGHWAY LKdisclosure companiesagreem underwritten T` .s;!, WETLAND agreement. r- STEEL CASING NOTE DC GATE/GENERAL E� US HIGHWAY 2011 AT&T Intellectual Property, All WATER FLOW Rights Reserved AT&T PRURIETARY-This information CID O SEWER CLEAN OUT f TRAFFIC FLOW conshY9rtas cardidential trade secrets and SHIN O SEWER MANHOLE �' MiY MONITORING WELL owned com by ATlortidais shtiedfor Critication l b A3&T and is shared far Criucel hnfrastmcture Protection purposes only. it N exempt irounderLl.&C- Freedom21, DMH O DRAIN MANHOLE imattosure of Information Act 15 U.SG 552I, Exemptions (bH3IJE{4), and its disclosure is r-3 D CATCH BASIN prohibited underthe Trade secrets ALL (18 U.S.C.19051, the Critical infrastructure Information Act of 2Do2, a U.S.C.133, and any State or local law requiring disclosure of information or recotds. This Information must not be copied of distributed to others notagreed upon by AT&T, but In all events do not copYar disbibLrte to such others ---k--- WATER LINE ----sD STORM DRAIN LINE GUARD RAIL -- - CENTER LINE Wthout no[ifi ursua�t to Oider 12611C. EXecut ve PREPARED FOR RECORD ----- a GAS LINE RAILROAD TRACKS FENCE — — — — -- — UNPAVED DRIVEWAY APPROVEDFOR — OUTSIDEPSAN€ NGINEEA DATE —£ -_-- BURIED ELECTRIC LINE OVERHEAD CABLE TV LINE RETAINING WALL va — — — -- — — UNPAVED ROAD EXISTING CONDUIT E OVERHEAD ELECTRIC LINE DITCH - _ RIGHT OF WAY LINE ---- BURIED TELEPHONE LINE - - VEGETATION LINE — — — — — — EASEMENT LINE PROPOSED CONDUIT �f v T OVERHEAD TELEPHONE LINE TREE LINE ENAL _ - SANITARY SEWER LINE SPECIFICATION'. PROJECTNUMBER: W y OWNERSHIP: ee Y o a LINE CODE: V CABLE C11I: SCALE= U L`n a z £f d a a BELLEVUE TO TACOMA 02 No � £ M � 03Fce LIGHTGUIDESYSTEM £ U o -r 0., m w 3 N LEGEND 2 Y LUwoo.... Z n N R-3693216 2 OF 14 LU US .-c U w ii 1. MAY 26, 2011 REVM BID OEM KING COUNTY Z: �o ::i O EXISTING AT&T 'I' MANHOLE Hm STA. 1089+48 � - R/W WI DTH o PERMITS Z NI TRENCH DETAILS N TO SEATTLE, WA x c O1 o o to a M to � vo a < 100 CC=565' 4 y O 4" PVC 0 E ,� « 1089+00 U N N 1089+46 ev - uc 0 46' Z Y N N rn o Ll_I 11.1 m zof� u) (1)4" PVC WOO.._. d (4)1 1/4" INNER. Zia W o>`v tn..uwo. EXISTING 1 ' EXISTING BELL EVUE TO- -- `... TACOMA FIBER CABLE APPROX. R/W HAZARD WORKING AT&T TUKLA FIBER CABLE KING COUNTY WASHINGTON (PRELIMINARY NOT FOR CONSTRUCTION 1. 5u63UAFAC1LMLt1YLFNE1 AS SNOWR NFAWM, WERE COMPItEOACCaRWNGTO AVAILABLE RECORD INFOAMATION FEDW T"CALFERENCED COMPANIES AND PUBLIC AGENaMAND THEIRLOCATIONS ARE APPRONFMAtF aNCY-ACf-VAL LCCAVIONSMUST£E OFrEAMINEOr"TNE"no. 9ENA ENGINEERING DAOUP ASSUMES NO RESPONM•IUTYrOR DAMAOESLNCURREDASA RESULT OT trnlmFS IDAWYND OR FMICCURATELY sx.wft. 2. REFER Tov%AN$ WIEO IA£E WASNIRGTON TACOMAO2LI6MGUIVE stSTEM,elu.EVUETO TACOMAoz, SMELTS WR-33633 pIS-a34 PROJECT 421201, AS SU ILT alP24rs4 aY n.um COMMUNIW10fis SERVICES. .. WLRIGPLA445 rrr=STRARDEREQULWARD Dm]ION,STRAIJDEA eoviuvMOPLM-PI+ASE tl, BY S.'WADW, s f 4 Call before you dig. r Washington Utilities OF • Coordinating • 1-800-424-5555 T — — EXISTING 8" { �= STEEL CASING HAZARD PROPOSED AT&I UNDERGROUND INTERCEPT MANHOLE (38Y-SHORT) I STA. 1094+27 = ' (STAGE la CONSTRUCTION BY AT&T CONTRACTOR) RAILROAD R/W EXISTING _ - ti -Tw vw 1095+D0' 1109!�+013 ; f AT&T MANHOLE STAG Z PROPOSED AT&T o + �+ + n 4'x4'x6' INTERCEPT MANHOLE + STA, 1089+48 I RUC l E 4'x4'x5' (38Y-SHORT) STA. 1094+ 27 o 0 '- CC= 479' 4" PVC 1089+50 1094+05 455' (1)4" PVC (4)1 1/4" INNER. EXISTING PROPOSED CONDUIT 0 (Internal use Only) Not far disclosure outside the AT&T ' companies, except under written agreement. 2011 AT&T Intellectual Property, All Rights Reserved AT&T PRoPRIErARY Thts Information constitutesconfidentialtrade secrets and commercial Drfinanciaf information owned by AT&T and is shared far Critical lhftastrut-twe Protectiar, purposes only. it is AL exemp% from disclosure underthe Freedom of Information Act (5 U,S.0 552], Dcempffons (b)(SIM(4), and its disclosure Is prohibited under the Trade Secrets Act (18 9.S.G 1905), the Critical Infrastructure Information Act of 2002, 6 U.S.C. 133, and any State m local law requiring disclosure of information oTmmrds, This infarmatfdn -" must nut he copied or distributed to others not agreed upon by AT&T, butin all events do not copy or distribute to such others STUBBED 10 FR M iw o without notification Pursuant tomcurrve order 12600. LOCATION OF �� zj PROPOSED MANHOLE + PREPARED FOR RECORD 2 In APPROVED FOR UOUTSJDEPLANT EMWEEERR WS O < G64 R/W WIDTH PERMITS LEA A TRENCH DETAILS —---- . 10 u,.Awcxa:a 1- TO TACOMA, WA_ �-- SPWFICATION: WR33633 PROJECT NUMBER: 71ISM90 8" STEM-J 4" PVC 1094+05 1094+29 109 4+ 25 109 4+37 20' 8' (1)4" STEEL (1)4-" PVC (4) INNER. (4) INNER EXISTING TRENCH '* OWNERSHIP: 40 r LINE CODE: L0 O mLEcw: NWPTWAU001O Lr7 SCALE; V G SG r �eP O BELLEVUE TO TACOMA 02 1094+37 r w LIGHTGUIDE SYSTEM z 1095+50 113' U) w (1)4" PVC (4)1 1/4" INNER - TRENCH R-369321 i STRAND ER BOULEVARD RENTON, WA. CABLE RELOCATION PROJECT 3 OF 14 L MAY SE, 3011 REVISED BID ISSUE (y) 0) M O I W H a �R. -KING COUNTY-----., ,'....._.-. .---__._.-.---WA-Sid1N GTON____.__._. , ,, _-_.-.._..,.._ el N' __. I - PROPOSED BRIDGE GCS(. R/Af PROPOSED FINAL _._ T - BRIDGE ATTACHMENT TO.;�.,aY:s�:.::_-�;;�;;:�-;��,,.. PROPOSED BRIDGE =1100+©0 `V { 4' MINIMUM I-- RADIUS M �—..__..._...�..��.,._w.�.�...._..........................�,._......._.�.�...-.,,T_.._._.:_._,-------PROPOSED TIE IN TO..,..,' .� STUBBED CONDUITS ItIL AL WETLAND 5- - — L - may,w .r..,.,,,, _PPROx. R/W �`—r R/W WIDTH PERMITS iI TRENCH DETAILS w0 PTO SEATTLE, WA r � C o Q m c in In -8i O + _ Q to La rn CC=453' a Y Nd' � E �h E L~I.1 d w� m Nn w W F— UJ ZY NN fn z o v 2 wo>�o G.,uWo. HAZARD WORKING AT&T FIBER CABLE nJKWLA KING COUNTY WASHWI� TIDN HAZARD UNDERGROUND SEWER, GAS & PETROLEUM LINES I I I - AT&T MANHOLE 4'x4'x4' (444-LA) I STA. 1098+80 33 I I I RAILROAD o EXISTING SHEET PILES 4' MINIMUM - -- RADIUS PROPOSED SHEET PILES PROPOSED TIE IN TO (STAGE 2) - STUBBED CONDUITS a i - e I - CONTRACTOR TO CONFIRM J AT&T MANHOLEt•..;�-�-•�-'- "�`"� LOCATION OF 6" STEEL s ' r' 4'x4'x4' (444-LA) O CASING WITH FUTURE € ,9 STA. 1101+70 00 BRIDGE CONSTRUCTION -4 -�� SEQUENCING TO ENSURE o o 0 PLACEMENT WILL ALLOW `[' r1oIn t CONNECTION TO frri qCD 3 MANHOLES PLACED IN 1 i -S STAGE 1. EXISTING C SHEETS 12-14 C 00 STAGE AT&T MANHOLE 00 4x4' 'x V (444-LA) r - n + 03 STA. 1098+80 00 rn CONSTRUCTION r� Q r-t CC= 290' 4" PVC 1095+50 1098+08 258' (1)4" PVC (4)1 1/4" INNER. EXISTING 1095+08 1098+78 70' (1)6" STEEL (4) INNER. EXISTING 1098+82 1098+87 1099+74 1100+77 1098+87 1099+74 1100+77 1101 +64 5' 70' 103' 87' (1)6" STEEL (1)6" STEEL (4) INNER. (4) INNER. EXISTING TRENCH EXISTING It AT&T MANHOLE 4'x4'x4' (444-LA) STA. 1101 +71 1101+64 1101+69 5' " STEEL (1)6" STEEL (1)6" STEEL INNER. (4) INNER. -(4) INNER. ,GE ATTACH. TRENCH EXISTING CC=420' PRELIMINARY NOT FOR CONSTRUCTION L SU65VAFACEUnUriLINR.ASSROWNwLANEREOtE, WERE COMPSLEDRCCLRGNGTC "B"" IE AECORoWPOR11110NFROM 1HEAEPD""0 D COMPAIBFSANO vu0UCA6fNRES.ANo mF1R LOCATIONS ARE APPROXIMATE ONLY. ACTUAL. LOCATIONS µU5T8E OETEILMSNED INTNE HELD. S AE$IENAENCit1GROUPASSUMES PONSIaN"TY PUIICOR DAMAGES wC11ARSOE0A9 A ES RULTOF'rr MESOM MOOR,NACOFRATF_Y SHOWN. 2. RLTERTOPLANSTCREOIAKEWASHINCTON TAmMAO2UGNTGUrDESMEM. BEUEVUETO TAOOMA03, SHEETS WR•335n N5- Pso, PROIE042=,A51UILTQ='V .trPLU0R - COMMUNICATIONS SERVICES, 3. REFERTO PlANSTrtLFA4TAAtRlFk BOULEVARD VrTEPISIOM oRANDER BOULEVARD PLAN • PHASE 11, 6Y BeRerABAM. um Call before you dig. f Washington Utilities PinCoordinating Council Pin 1-900-424-5555 _ AT&T PROPRIETARY - --�— —.- _� .......... (internal Use Only) Notfor disclosure outside the AT&T — —� ---- tompanies, except under written agreement. -- Rt x011AT&T Intellectual Property, All Rights Reserved AT&T PROPIWFARY-This information consttutes condidentia€trade secrets and commerdal or financial information owned by AT&T and is Shared for critical Infrastructure Protection purposes only. It is exempt from disclosure under the Freedom of Lntormatfon Act (S U.S.C. 552), Exemptions (bl(3)&(41, and tsdisclosure is prohibited underthe Trade Secrets Act nit us.0 m51, the Critical Infrastructure Information Act of 2002, 6 US.0 133, and any State orloca€ law requiring disc€osure of Information or rewrds. Thb information must not be copied or distributed to others not agreed upon by AT&T, but in all events Uj Uj do not copy or distribute to such others without notification pursuantto ERecutivn r +- PREPARED FOR AECORD 1 =M { QOVW FOR O dUSSOEPUff ENGwr - DATE at&t 1 R/W WIDTH PERMITS IEA TRENCH DETAILS TO TACOMA, WAS 4" PVC 1101+72 1103+50 178' (1)41' PVC (4-)1 1 /4" INNER. EXISTING I OWNERSHIP: O UNECOQE: CABLE CLLI: NWDTWA00010 �+,� M SCALE: V-50' Q I BELLEVUE TO TACOMA 02 LIGRTGUIDE SYSTEM Q3�1 1) 0 STRAND ER BOULEVARD WRENTON, WA. (n CAILE RELOCATION PROJECT R-3693220 I 6 OF 14 L MAY24, tou AMED AID Our A PLAN VIEW NOT TO SCALE I II ° 2'-0- l I 4 �o 00 1'-0" J �Ir 9fI 1'-3 " 1'-3�' END VIEW N07 70 SCALE INTERIOR A u N C m Q NI Z y � Y p A d E Z U N N m IU CU rr1i 3 zo' ro� w000r •• •. P .yam V z r, tA4C}wn -T 3'-6" 4'-0" "CONSEAL" GASKET - 3/4" KEYWAY DETAIL TYPICAL DETAIL'S' NOT TO SCALE 10" CASTING 4 3/4" DIA. KNOCKOUT 8 EACH SIDE 4 SIDES 32" DIA. FRAME & COVER 3/4" DIA. x 2" LG. S.S. HEX 80LT W/ S.S. WASHER 4 REQ'D 3/4" GASKET 3/4" 0 L.F. INSERT 4 REQ'D I, _! 5„ WALL BETWEEN FRAME & RISER TYPICAL DETAIL "A" NOT TO SCALE 1/2" RECESS NOTES: 1. ALL MANHOLES SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR PRECAST REINFORCED CONCRETE MANHOLES. 2. BONDING RIBBON OR INSERTS SMALL BE WELDED TO AT&T MANHOLE REINFORCING STEEL AND EMBEDDED IN THE CONCRETE AT THE TIME OF AT&T MANHOLE FABRICATION. 3, FOUR 1/2" DIA. BRONZE GROUNDING INSERTS, WELDED TO THE MANHOLE REINFORCING STEEL, SHALL BE EMBEDDED IN THE FOUR OUTSIDE BOTTOM CORNERS OF THE AT&T MANHOLE. 4. FOUR STAINLESS STEEL 1/2" DIA. x 2" BOLTS SHALL BE INSERTED AT THE TIME OF THE AT&T MANHOLE PLACEMENT. 5. BACKFILL FOR MANHOLES INSTALLED TO BE CLEAN SAND BACKFILL PLACED IN ACCORDANCE WITH MUNICIPAL SPECIFICATIONS. 6. BASED ON PLANS TITLED 444-LA BY U.V, AUBURN (A DIVISION OF OLDCASTLE PRECAST INC.) AVAILABLE AT WWW.UVAUBURN,COM ISSUE DATE: JANUARY 2006. 7. MANHOLES SHALL COMPLY TO HS 20 LOAD RATINGS FOR PLACEMENT IN ROADWAYS CAST IRON MANHOLE FRAME AND COVER SHALL BE PART NO. E-1380 AS MANUFACTURED BY D&L FOUNDRY & SUPPLY (707-557-4525). COVER SHALL BE HEAVY-DUTY WITH A BLIND LIFTING HOLE AND SECURITY BOLTED. THE DESIGNATION "AT&T" SHALL BE CAST INTO THE CENTER OF THE COVER, COVER SHALL BE PAINTED WITH "46-450 HEAVY TNEMECOL" AS MANUFACTURED BY TNEMEC, (816) 483-3400. BROUGHT TO GRADE BY CONTRACTOR. DUCT ENTRANCE DETAIL TERM -A -DUCT ENTRANCE TYPICAL 6 PLACES IN VAULT NOT TO SCALE VAULT INTERIOR RISER No. 3606 ----�� KNOCKOUT (AS REQ'D) DIAPHRAGM ROUND ACCESS No. 44- 35C GALVANIZED "G" CHANNEL, 2'-0" LG.; 1 EACH SIDE 4 SIDES UV Co TERM -A -DUCT '90 STYLE FOR 4.50 PVC PIPE 36' DIA. 4 t• I :ooU. 0 CJ 00 SEE DETAIL A SEE DETAIL B OPTIONAL GALVANIZED PULLING IRON 1 EACH CORNER (2) 2 1/2" DIA. GROUND ROD SECTION AA KNOCKOUTS NOT TO SCALE R-3693221 L SUBSURFACE LnfUNFS,ASSNOWN HEREON, Wt1UEcdAP11E9A[MRMdm AVAILABLE EfocKDWF0RMA7IONNi0.N 1HEREFEEEMED COMPAMESAND PUAUC AGFN,=ES, AND THEIR LOCAnON, ARE APPROKDMTE a%Y. ACTUAL LOCATIONS MUST BE DETERMINED IN THE FIRLD. SIFNA ENGINEERING GROUP ASSuW[EN NO RFsPONSIBiuTY fOR DAMAG E510CUR RFD AS A RESULT OF MLOFES OMNTED DR INACCURAT7;LY SNowh. 2, REFERia PLANs TineD LAKEWXWKGTON TAmIMAot LIGMGUIDE STTTBM, AEµEWETO TACDMA03,SHEErS SN633656 A73.1" PROIECT 42120LA5 DU LVOM4JA1, W FLUOR COMMUMCATIONSSHA _S. !. REFER TO PLANSTOLEO STAANDER BOLAIVARD ERTEN3IDN, SYMmol t BOULEVARD PeXt- PHASE R, fly B. s.rAMM. Calf before you dig. Washington Utilities Coordinating Council 1-800-424-5555 AT&T PROPRIETARY (Internal Use Only) Not for disclosure outside the AT&T companies, except under written agreement. 2011 AT&T Intellectual Property, All AT&T YROPRIEfARY•This Information cunstftutes confidential trade secrets and commercial crfmancial infoflnadon owned by AT&T and is shared for Critical infrastrucure Protect cn purposes onlY. ItTs exempt froici disclosure underthe Freedom of Information Ast 15 U.S.C.554 Exemptions (b)(318,141, and its disclosure is prohibited underthe Trade Secrets Act (i9 u.S.0 1905), the Critical Infrastructure Inforration Act of 2002, 6 U.S.C. 133, and any State or local taw requiring disclosure of Information or records. This informatfon must not be cooled ord"Istributed to others not agreed upon by AT&T. but in all events do not copy or distribute to such others without notification pursuant to Executive Order 12600. PREPARED FOR RECORD IDE PLAN ENGINEER DAYt a t & t P£..EOYrI� .t•nr Yfi re^'9'e-v:c _.— ,e::h4dti — - 3FICATION: IECT NUMBER: JERSHiP: CODE: LE CW: .E: As NOTED BELLEVUE TO TACOMA 02 LIGHTGUIDE SYSTEM CONCRETE MANHOLE DETAILS - 444-LA 7 OF 14 I. MAY24, 2011 REMSEO BID ISSUE rn c0 M O W H GROUND ROD AND WIRE INSTALLATIONS FOR MANHOLES AND HANDHOLES ROUTE GROUND WIRE INTO MANHOLE NEXT TO DUCT(S) OR #6 AWG SOLID COPPER THROUGH A HOLE INSULATED GROUND WIRE DRILLED IN MANHOLE LEAVE SLACK COILED IN MANHOLE TO EXTEND 6' ABOVE LID #6 AWG SOLID COPPER Imo' GROUND WIRE BONDED TO GROUND ROD WITH PANDUIT GCE250-1/0 CRIMP COMPRESSION F:r CONNECTOR. A ; DUCT(S) 'GROUND F L �ROUIvD ROD �.:.;� --_ _ .: T•.=:: GROUNDING FOR MANHOLES NOT TO SCALE PANDUIT PARTS UST PANDUIT PART # DESCRIPTION GCE250-1/0 GROUND "E" STYLE CONNECTOR 5/8" GROUND ROD TO #6 SOLID (REQUIRED AT INSTALLATION OF MANHOLE/SPLICE BOX) GC£1/0-1/0 GROUND "E" STYLE CONNECTOR #6 SOLID WIRE TO #6 SOLID HARE (USED WHEN CONNECTING SPLICE CASE OR FILTER/ARRESTOR TO PREINSTALLED GROUND WIRE) CO-92OG-250 jDIE FOR 250 CONNECTORS CO-92OG--1/0 IDIE FOR 1/0 CONNECTORS CT-2931 IPORTABLE COMPRESSION TOOL 1.05" fl 2.66" GCE250-1 /0 CONNECTOR DETAIL NOT TO SCALE 0.66'I 1---- 0,94" I T 1.= 1.72" GCE1/0-1/0 CONNECTOR DETAIL NOT TO SCALE #6 AWG SOLID COPPER INSULATED GROUND WIRE LEAVE SLACK COILED IN HANDHOLE TO EXTEND 6' ABOVE GRADE 6" #6 AWG SOLID COPPER GROUND WIRE BONDED TO GROUND ROD WITH PANDUIT GCE250-1/0 CRIMP COMPRESSION CONNECTOR. 12" EXISTING GRADE HANDHOLE DUCT(S) BOTTOM OF TRENCH ROUTE WIRE INTO HANDHOLE NEXT TO DUCT(S) OR THROUGH A HOLE DRILLED IN SPLICE BOX 5/8"x8' GROUND ROD WITHIN 12" OF SPLICE BOX AND 6" BELOW TOP OF BOX GROUNDING FOR HANDHOLES NOT TO SCALE GROUNDING FOR MANHOLES AND HANDHOLES; THE GROUND ROD FOR A MANHOLE OR HANDHOLE SHOULD BE DRIVEN INTO NON --DISTURBED DIRT AS NEAR TO THE STRUCTURE AS POSSIBLE. UNDISTURBED DIRT HAS GREATER CONDUCTIVITY THAN COMPACTED FILL DIRT. IF UNABLE TO INSTALL THE ROD INTO UNDISTURBED DIRT NEAR THE STRUCTURE, DRIVE THE ROD DEEPER BELOW THE STRUCTURE IF POSSIBLE. THE TOP OF THE ROD SHOULD BE AT LEAST AS DEEP AS THE SHOULDER OF THE MANHOLE OR AT LEAST SIX INCHES BELOW THE TOP OF, THE HANDHOLE. THE GROUND WIRE WILL BE BONDED TO THE ROD WITH THE PROPER PANDUIT CRIMP CONNECTOR AND ROUTED INTO THE MANHOLE/HANDHOLE EITHER THROUGH ONE OF THE CABLE ENTRANCES OR A HOLE DRILLED INTO THE UPPER PART OF THE STRUCTURE. + THERE SHALL BE ENOUGH SLACK WIRE LEFT IN THE STRUCTURE TO EASILY REACH SIX FEET ABOVE THE MANHOLE LID OR SIX FEET ABOVE THE FINISH GRADE OVER THE HANDHOLE. THIS WILL EASE THE INSTALLATION OF FUTURE SPLICE CASES OR FILTER/ARRESTORS. COIL THE SLACK WIRE NEATLY AND USE PLASTIC TIES TO SECURE IT OUT OF THE WAY. R-3693222 1 SuarJRFACE Unurf UNFS, AS SHOWN HEREON, WEAEOOF,? ACccmweTO AVAAABLE AECOR9lNrOPMATI0.Y FROM THEAEFEAENEEO COMPANIESAHO PUBUCAGERCIK AND :NEW LOCATIONSAPE AMOxIMATE CNLY. ACTVAL LOCATIONS MUST RE DETERMINED IN THE FIN. SIENA EN'DL'MING CROUP ASSUMES NO R ESPONUBILDT toh DAMAGESIN"' ROW AT A AMULT DP U1a90 OM1EEE0 OR MMCCUAATELY SHOWN. 2 RIFERTO PLANSTInfO L&q WASHINGTON TAmMA02 UGHTGUIDE SYSTEM, 3ELLERAIETO TAODMA02 SHEETS WK-IU33125•A34 PROkCrd2R04A5 9UILTo2(24r86, eY RUOA COMM UNIC.TIONS SEAVICES. 3. RMILTO PUNSTULED SFRANDER BOULEVARD FPIEEHNON, STRANDER BOULEVARDPLAN-PHASE x, BY eorEETABAM, Call before you dig. Washington Utilities Coordinating Council 1-900-424-5555 AT&T PROPRIETARY [Internal Use Only) Not for disclosure outside the AT&T Companies, except underwritten agreement. Z011 AT&T Intellectual Property, All Rights Reserved _- AT&T PROPRICTARY This information consututes confiidentialtmde secrets and o0rnN eTCW0T f4iHottal information owned by AT&T and is shared for critical Infrastructure Protection purposes Only. it is exempt from disclosure under the freeaoro of Information Act 45 U.S.C. 552y, Exemptions (bl(3)&(4), and Its disclosure is Prohibited underthe Tfade Secrets Act Ila U.S.0 19o5I, the Critical Infrastructure InfOrmadon Act of 2002, 6 U.S.0 133, and any State or local law requiring disclosure of Informatlon or records. This information must not be copied or dlstrihCted to others not agreed upon by AT&T, but In all events do not copy or distribute to such others Without notification pursuant to Executive Order 12600, PREPARED FOR RECORD OUTstDE PtANi ENGINEER OAT- at&t EA vna.w"e.e:ro r.EEr.:::I: SPECIFICATION, PROJECT NUMBER: OWNERSHIP- LINE CODE: CABLE CLLI: SCALE: AS NOTED BELLEVUE TO TACOMA 02 UGHTGUIDE SYSTEM TYPICAL MANHOLE GROUNDING DETAILS 8OF14 ( ) 0) (0 M 0 0 LU H © is N n] O � EXISTING GRADE EXISTING GRADE q_ TRENCH 181. � I SEE SHEET 11 OF 14 FOR APPROPRIATE SURFACE RESTORATION DETAIL(S) 6" WIDE EXTRA STRENGTH NON —DETECTABLE WARNING TAPE ACP PART NUMBER 401004N—ND ,;..% LABELED: "WARNING, AT&T, CALL 1-800--252--1133, AT&T FIBER OPTIC CABLE BURIED BELOW" \� CLEAN SAND BACKFILL PLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS "SEE"".DETAld'- / SEE 10 OF 14 FOR APPROPRIATE /\ TRENCH ARRANGEMENT DETAIL TYPICAL TRENCH DETAIL SCALE: 1 /2" = V-011 TRENCH `� 11 I I :f IN AREAS WITH LESS THAN 4' CLEARANCE UTILITY POLE OR PARALLELING GUARDRAILS 5' 5' INNERDUCTS MIN. i MIN. I F I STEEL PIPE I TYPICAL STEEL PIPE AT UTILITY POLES & GUARDRAILS NOT TO SCALE SEE SHEET 11 OF 14 FOR APPROPRIATE SURFACE RESTORATION DETAIL(S) 6" WIDE EXTRA STRENGTH NON --DETECTABLE WARNING TAPE ACP PART NUMBER 401004N—ND LABELED: "WARNING, AT&T, CALL 1-800-252-1133, AT&T FIBER OPTIC CABLE BURIED BELOW"co - z c g �— EXISTING UTILITY 12" MIN, TYPICAL TRENCH DETAIL PARALLEL TO EXISTING UTILITY SCALE: 1 /2" = 1'-0" CLEAN SAND BACKFILL PLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS SEE 10 OF 14 FOR APPROPRIATE TRENCH ARRANGEMENT DETAIL EXISTING GRADE z G TRENCH 18' T '.SEE_DETAILS SEE SHEET 11 OF 14 FOR APPROPRIATE SURFACE RESTORATION DETAIL(S) 6" WIDE EXTRA STRENGTH NON —DETECTABLE WARNING TAPE ACP PART NUMBER 401004N—ND LABELED: "WARNING, AT&T, CALL 1-800-252-1133, AT&T FIBER OPTIC CABLE BURIED BELOW" CLEAN SAND BACKFILL PLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS SEE 10 OF 14 FOR APPROPRIATE TRENCH ARRANGEMENT DETAIL EXISTING UTILITY TYPICAL TRENCH DETAIL CROSSING ABOVE AN EXISTING UTILITY SCALE: 1 /2" = V-0" TRENCH EXISTING 1 8 GRADE SEE SHEET 11 OF 14 FOR APPROPRIATE SURFACE RESTORATION DETAIL(S) 6" WIDE EXTRA STRENGTH NON —DETECTABLE WARNING TAPE ACP PART NUMBER 401004N—ND LABELED: WARNING, AT&T, CALL 1-800-252-1133, AT&T FIBER OPTIC CABLE BURIED BELOW" Y% N DETAILS. EXISTING UTILITY CLEAN SAND BACKFILL PLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS SEE 10 OF 14 FOR APPROPRIATE TRENCH ARRANGEMENT DETAIL TYPICAL TRENCH DETAIL CROSSING BELOW AN EXISTING UTILITY NOTE: SCALE: 1/2" = 1'-0" SOUND TRANSIT COMPACTION REQUIREMENTS: EXCAVATIONS WITHIN THE SOUND TRANSIT ROW SHALL BE BACKFILLED AND COMPACTED TO NINETY—FIVE PERCENT (957.) MODIFIED PROCTOR DENSITY (ASTM 01557 OR AASHTO T-180) IN ALL AREAS. LIFTS SHALL NOT EXCEED SIX INCHES (6") IN DEPTH. FIELD COMPACTION TESTS SHALL BE MADE BY THE CONTRACTOR AT A MINIMUM OF EVERY TWO HUNDRED LINEAR FEET (200') OF TRENCH. FIELD COMPACTION TEST AT EACH LOCATION SHALL BE PERFORMED AS REQUIRED TO VERIFY COMPACTION HAS BEEN PERFORMED IN LIFTS THAT ACHIEVE 95 % AND AS DIRECTED BY THE CPM, THE PROPERTY/ROW OWNER AND LOCAL GOVERNING AUTHORITIES. R-3693223 2. MAY 2u, 2011 AHED EID ISSUE 1 suaawFACE(MLMUNts.ASSEIOWN MEREOEE. WERE CDMPILEDACCORDING10 AVAIIASUE RECOR) INFORMATION FROM THE NU""''CEe COMPANIES ANG PURot AGEWES.ANOTKIR tocAnUW ARE APPROIOMA'FoNLy. ACTUAL LOCATIONS MUST EE DETERAIINEDIN THEFIEUO. S ENA FNG IEEERING GROUP ASSUMES NO A6PONMUT`'FOR OAMAOES INCURAEPASA RESULT OF UIMIES UMITTEp 09 INACCURATELY S1enWN. 2. APFERTo FL4Ap'113?fD1ANFWASHINGrON TACOMAOt UGHTGUIDE SYMEK aEU.EVUFTO TAtOMA02 PUT5 WR-=Z3 T25-F3q PPMECr47470t,AS 9UiLT W/24/Es, aY RUOR CDMMUNIUMNSSERW ES. 3. REFER TOPLANSTnurp5TMNptR SOUIFVMD BTENSIUFL$InANDERaDULEVMO4LaN •PHASE R, BY Bug.ADAM. S Call before you dig. Washington Utilities Coordinating Council 1-800-424-5555 AT&T PROPRIETARY (Internal Use Only) Not for disclosure outside the AT&T companies, except underwritten agreement. 2011 AT&T Intellectual Property, All Rights Reserved AT&T PROPRIfTARY This £nrormation constitutes confidential trade secrets and commerclai oT Rnarlc£al information owned by AT&T and £s shaFed for Critical InffanTuttwe Protectbn purposes only. It Is exempt from disclosure under the Freedom of Information Act (5 V.S.C.552), fxemptiuns (b)(3)&(4), and its disclosure is Prohibited under the Trade Secrets Act (18 U.S.C. IMS), the Critical infiestrUcture Information ACt of 2OD4 6 U.S.0 "a, and any State or tout Few teci king disdoswe of information ar records. This information must not be copled or distributed to others not agreed upon by AT&T, but In all events do not copy or distribute to such others without notifcatlon pursuant to Executive Order 12600. PREPARED FOR RECORD APPROVED P311 OUTS{DE PLANT ENGINEER DATE at&t IENA "'eiurR:ea ewAi SPECEFICATION: PROJECTNUMBER: Ij NERSHIP: LINE CODE CABLE CLU: SCALE: AS NOTED BELLEVUE TO TACOMA 02 LIGHTGUIDE SYSTEM TYPICAL TRENCH DETAILS BOF14 m m Z �O. W Y cc C G � v �L a aQ 4� �o Oa0 E in o E .+ .4 z0 00U N y m m b� 1 N N Z O g f S W O p .. Q 2 r H WY iq�Uwa L MAY 2A, M11 REVI&FA 810 LTSVE BITUMINOUS CONCRETE PLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS SAWCUT (BOTH EDGES) CLEAN & ROUGHEN EXISTING MATCH MATCH EXISTING PAVEMENT EDGES (TYP.) I EX. WIDTH r l EX. WIDTH I GRADE EXISTING SUBBASE \/�j �� 12" MIN. COMPACTED REPLACED AND �1� BANK RUN GRAVEL COMPACTED AS / REQUIRED CLEAN SAND BACKFILL PLACED i IN ACCORDANCE WITH RAILROAD SPECIFICATIONS 18" MIN, BITUMINOUS CONCRETE ROADWAY & DRIVEWAY PATCH DETAIL 'A' NOT TO SCALE SAWCUT SOD (ONE EDGE) FOLD BACK SOD AND REPLACE AFTER CONDUIT INSTALLATION o rV M 2 a on zLID I Of c ED o a a U rn a z� �a `w o E , Z L) N N LU W N tv 15g131:1>M z0"1 LJ C3L V z 0 a�Y N u �. 6 > r O UI .y LJ 1L• a. V 18" MIN. SOD REPLACEMENT DETAIL 'C' NOT TO SCALE EXISTING SOD 1 2" NEW LOAM OR EXISTING MATERIAL SUITABLE TO BE REPLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS 6" MIN. DEPTH OF GRAVEL TO MATCH EXISTING CONDITIONS V 11 g" MIN_ EXIST IN GRAC EXISTING SUBBASE 4" CONCRETE PLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS 6" SUITABLE SUBBASE PLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS CLEAN SAND BACKFILL PLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS -VV 11 8" MIN, CONCRETE SIDEWALK REPLACEMENT DETAIL 'B' NOT TO SCALE 6" ".IN.DEPTH LOAi i d SEED TO MATCH EXISTING CONDITIONS KISTING MATERIAL T GRADE CLEAN SAND BACKFILL PLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS 1 i) 8" MIN, LOAM REPLACEMENT DETAIL 'D' NOT TO SCALE EXISTING MATERIAL AT GRADE CLEAN SAND BACKFILL PLACED IN ACCORDANCE WITH RAILROAD SPECIFICATIONS GRAVEL AREA REPLACEMENT DETAIL 'E' NOT TO SCALE R-3693225 NOTES: L 5ussuRFACEVn MUNEF,ASSTIOWN RMEON, WERE COMMLM ACCodigGw AVA1 ltg RtooRDINiOR MAT]«EmoM THEREFEMUO C0.MPANiES AND PJBVCAGENOES,ANDMEIR LOCATEONS ARE 0.P5'R061ElATE6a' .Y. aClflpi NE MUST 8oM F cD. s1w; NC3ROUPAswE3 R0 Aasp iLrrymONUnED AFS.T.0, MUMS OMCITEP 0 9INAMPATE Y SHOWN. 2. RM TO PLANS TMM TARE WAW NOTON TACO-M A O2116 HPGA O E SYSTEM, EELLEYDE TO TACOMAO2. SHEM WR-aaM M -a1a, f ROIECT 421202.A5 BuMT02/24 hik BY PLUM COMMURCATIOM5WWW. 9. EXTFERsTOoN,FrTERiAixno1198OuAvNOETDPLAN -PAPreIa SF n, EYe"EVABAM. Call before you dig. Washington Utilities Coordinating Council 1-800-424-5555 T Av.�7 T ROPRIETARY (Internal Use Only) Not far disclosure Outside the AT&T companies, except under written agreement. 2011 AT&T Intellectual Property, All AT&T PROPRIETARY -This inlOrmairOn constitutes mnfiderdial trade secrets and commercial or financial Information awned by AT&T and fs shared for Critical Infrastructure Pratection purposes only. It is exempt from disclosure under -the Freedom of Information Act (5 U.S.C. 5S21, Exemptions ib)(3)&(4), and nsdiscinw a is prohibited underthe Trade Sacrets Act (TR U.S.C. 1905}, the Critical Infrastnicture Information Act cf 2002, 6 U.S.C. 133, end any State Or local taw 1"uiri"g disclosure of information or records. This informatlon must not he copied or distributed to others not agreed upon by AT&T, but in all events do notcopyar distribute to such others Without notification pursuant to Executive Order 12609. PREPARED FOR RECORD APPROVED FOR 4 LINE COUE- CA8Lt CLU SCALE: ASNOT£D BELLEVUE TO TACOMA 02 LIGHTGUIDE SY5TEM TYPICAL SURFACE RESTORATION DETAILS 11OF14 L MAY 24, 2OU REV= IRO 5SUE 6 ti PROPOSED 6" I.D. GALVANIZEO SCHEDULE 40 STEEL CONDUIT WITH (4)1 1/4" INNERDUCTS ' .l y-- 1 ....... .I 'I a .... _. ._. _ .. v.e.:_.= ��'�a :_�°'�.�."_..�?�EF�✓}.'.:'� . _ ?`�� '�.�.itt�?i%ya>N6.�'i"r. .. .... _-w7-�--a. _.�____.............. ,,.:AS & BETTS XJG104—T8 EXPANSION COUPLING OR APPROVED EQUAL GALVANIZED STEEL EXPANSION ,JOINT NOT TO SCALE S" GALVANIZED STEEL INSTALL 1/2"0 WEEP HOLE "7 O'CLOCK" 30'± 30't "5 O'CLOCK" WEEP_ HOLE DETAIL NOT TO SCALE oononccn ELLVATIDN (LOd6m BY Wesfil . �WEEP HOLES ---/ 6" GALVANIZED STEEL PIPE MATCHING BRIDGE SLOPE -- ----_....._....._...._. TYPICAL PIPE GRADE ACROSS BRIDGE NOT TO SCALE 0:1)Qx Grade 33.48 IROPOSED EXPANSION DINT. ORIENTATION TO BE )E TERMINED IN THE FIELD, R-3693226 L 5u Wp;Aa MITTUNES,ASSHOWN HEREON, WFRt CCAiRILMACCOMM TO AVARASLR RECORD INFDRRMTrON FROM THE REFERENCRO CD.WANUESAND PuauCAG8rUE5, AND THEIR tOGTiONs ARE APPROXIMATE ONLY. ACTUAL I.DCATxWS MUST ue DEIERMSNEO INTHE FI ELD. SEHA ENORitENNG GROUP ASSUM5 NO RESP01ES165UTY FOR DAMAOis RICURRE O A5 4 RF541TOF UTHUTIES OMTR£o ORlNAOWRAT^.Y SHOWN. L REFER. TO PLANS TSTLEDLW WAnHINGTON TACOMA-UGHTGHRDESYSTEM, 6£U.FWSTO TACOMAO2, SHEETS Wawa SS 425-130. TR01CCF. 42nOL A5 RN LT 02124188. BY FLUOR COMMUNICATIONS SERVICES. S. AEFERTO PLATUTTIUD STRANOER MAVARO EXTENSION, FIRANDER EOULEVARDPEAN -PHASE R, aY8Ary4rAaAM. n Cali before you dig. Washington Utilities Coordinating Council 1-600-424-5555 AT&T PROPRIETARY (Internal Use Only) Not fo r disclosure outside the AT&T companies, except under written agreement. 2011 AT&T Intellectual Property, Ali Rights Reserved Awr PROPRIETARY Yhls information constitutes confidential trade secrets and commercial or financial information owned tit' AT157 and is shared for Critical Infrastructure Protection purposes on[y. it is exempt from disclosure underthe Freedom of Information AHt(5 U.s.C. 5521, Exemptions (6)(3)®(4 ), and ita disclosure is prohibited underthe Trade Secrets Act (is U.S.C. 19051, the Critical Infrastructure Information Act Of 2002, b U.S.C.133, and any State or local law requairgi disclosure of information or retards. This infonnatloa must not be copied ordistributed touthers not agreed upon by AT&T, but in all events do not copy or distribute to such other, without notification pursuant to Executive Order12600, PREPARED FOR RECORD OUTSIDE PLANT ENGINEER DATE 1E A 16e�I SPECIFICATION: PROJECT NUMBER: OWNERSHIP: LINE CODE: WLE CLLIT SCALE: NOTYOSCALE BELLEVUE TO TACOMA 02 LIGHTGUIDE SYSTEM BRIDGE ATTACHMENT PROFILE 12 OF 14 REVISIONS: I- MAY 2A, 2911REYMOUM MSUE 0ICY) ) (0 co O LU MUOACE UTILITYUNES. ASS)IOWN HEREON, WERE cmNLIDACCOADINGTO AVAILABLE BACKWALL RKORDINMRMA-ROHnOM THERIEFEAENCED, COMPAMES;NoMaUCAaENCIES.ANDTKEIR LOCATIONS ARE MpR.*MATE ONLY. ACCUAL LOCAT SIWEN6 N� ryailjco�ASAUMESuo RjVOKSI1IUTYFO1OAMA5EStNCdRRFDASA aesuLrcr umnsa omffreiIuRwAccuaAMY 2. H�KTOR-kN$TMEDILAXSWASHINISTON 8" PVC SLEEVE ................. . ... ..... .. ..... ... ...... ... ................. I TAmmm UGW0U01 SYSTEM, BELLEWE TO SLEEVE AND CONDUIT PRO110 4ZI20LASILILTOV2A/gS,3VftUM :.t PLACEMENT THROUGH ABUTMENT WALL (TYP) 3, REFEATOKANSTITLEDSIGAUM BOULEVARD WjNSr(WSTpAND1RBcuUvAWPL4N ASE -PW HANGER ASSEMBLY 6" GALVANIZED NOT TO SCALE REFER To SHEET STEEL CONDUIT 14 OF 14 �j CONDUIT TO AT&T MANHOLF Call before you dig. Washington Utilities FELL SPACE BETWEEN Coordinating Council CONDUIT AND SLEEVE PEP 1-800-424-5555 RAILROAD AND/OR AT&T I A I A T ROPRIETARY SPECIFICA-910N (Internal Use Only) Not for disclosure outside the AT&T companies, except under written agreement 2011 AT&T Intellectual Property, All Rights Reserved 14.3' 1 14 3' AT&T PROPRIETARY-ThiS Information constitutes canfideutia trade secrets and EXISTING PHASE 1B , n PHASE 1A commercial o financial [information Owned SH OOFLY LOCATION SHOOFLY by AT&T and is shared for Critical Infrastructure Protection purposes only. it is exempt from disclosure under the freedom L3 C14 C-4 6 �of Information Act (S .5,C. 552). 3; —z 7- lk� Exemptions (b)(31&(4), and its disclosure is 3! — Prohibited underthe Trade Secrets Act < < 5.5' MIN < En < U- (18 "'S.r 1905j, the Critical Infrastructure BELOW BASE z Information Act.f 2002, 6 US.0 133, and M any State or local law mLluirlrgiiiRclosure of OF Information or records. This information PAIL must not he copied of &tributedto. cthem not agreed UPcrk by AT&T, but In all events COMPLETED STAGE 1 do not uryor 6;strWe lot stuocEh OtChUetrisvwithout notiftadon MASUaXl TO BE BRIDGE DECK — - - Order 1700. PREPARED FOR RECORD PROPOSED SHOOFLY DETERMINED APPROVED FOR SUB GRADE AND i IN FIELD OUTSWEPUM ---imm—NEM D-TE BALLAST (STAGE 1) 04 PROPOSED a . . ......... ... . . atcxt AT&T MANHOLE FORMER AT&T 4"CONDUIT N no S-1ENA EXISTING GRADE Ama 0vMl ~ SPECIRCATION6 PROIECT NUMM: re OWNERSHIP: PROPOSED CUNE CODE: CA CUJ: PROPOSED AT&T LN AT&T 6" STEEL COMPLETED STAGE 1 BRIDGE ATTACHMENT KAU,. ASNOTED CONDUIT BRIDGE DECK TEMPORARY 6" STEEL 90* SWEEP BELLEVUE TO TACOMA 02 ce E AT&T 4" STEEL 47 MINIMUM RADIUS LIGHTGUIDE SY57EM CONDUIT TYPICAL CROSS Lu STAGE 2 S�CTJON OF PROPOSED 1! ED !I.- RAILROAD CR05SING CONDUIT PLACEMENT LU CD 0 "r'� CROSSING RAILROAD (TYP) .z 000 r, M 7, Z; R-3693227 3-3 OF 14 6 1;5.2 NOT TO SCALE iA I V Lu � L. MAY24,2011 R-I -SEO 910 MUE co GENERAL NOTES. M co 1. STRUCTURAL STEEL AS PER A.S.T.M. SPECS. A-36, 2. EXISTING PAINT ON THE STEEL SPAN SHALL BE REPAIRED IN KIND IF DAMAGED BY THE INSTALLATION OF THE CONDUIT HANGER SYSTEM IN ACCORDANCE WITH BRIDGE OWNERS p CURRENT STANDARDS. LU 3. HOLES NECESSARY FOR THE INSTALLATION OF THE ATTACHMENT SHALL ONLY BE MADE BY WALKWAY DRILLING, NOT BY BURNING OR CUTTING. 4. DRILLED HOLES SHALL BE PAINTED WITH A PRIME COAT BEFORE BOLTS ARE PLACED, 5. THE DRILLING OF EXTRA HOLES THAT ARE NOT DIRECTLY RELATED TO THE HANGER ATTACHMENTS SHALL NOT BE ALLOWED INTO ANY EXISTING BRIDGE MEMBER, FOR EXAMPLE, = -� ' _=` c HOLES FOR WORK PLATFORMS ARE NOT ALLOWED. - - .-:1. DOUBL NUTS ON 1OX" TOP (TYP) 6. BRACKETS TO BE BOLTED TO EVERY WALKWAY BRACKET OF STEEL SECTIONS -- REFER TO SHEET 12 OF 14. I 7, 7. MINIMUM CLEAR DISTANCE BETWEEN BRIDGE STRUCTURE AND SUPPORT HANGER IS 8". GRAVEL 23 I 0 j 4� 9s.. 8. HARDENED WASHER TO BE PLACER UNDER TURNED ELEMENT OF EACH BOLT. BALLAST ( fsa" r / 9. BRIDGE STEEL SHALL NOT BE MODIFIED OR ALTERED BY CUTTING BURNING, OR BY ANY OTHER MEANS. EXISTING BOLTS SHALL NOT BE REMOVED OR ALTERED. 2 7 425laz 10. STEEL CONDUIT HORIZONTAL AND VERTICAL ALIGNMENT WITHIN BRACKET TO BE DETERMINED �y.:`•,.,; ; BY PASSAGE POINT THROUGH ABUTMENT BACKWALL. % i`'FPR —T L n Q U N Pli 9 d 2 I F- r LW z w x G 7 O 0 a � LJ to a< a� �o Cd E 0 E .t (9• o .r 4U rvN d m # N N Z o o, 2 o q f SpE Z r"N%Ta �o>�o lQ vi U 11,1 4 BRIDGE ATTACHMENT }G� ATTACHMENTS (BY OTHERS) A4 BRACKET PLACEMENT DETAIL (FACING NORTH) NOT TO SCALE CURB SUPPORT 0� 7/1 rF 4G 0 -3 n WALKWAY BRACKET 3. 5VBSURFACEU7IUTYU1(' . PSSI'IIWN MREON, WEREIDMPILWACCOWNM TO AVAnA:LE AECOA0 INFORMATION FROM THE REFEAENCEO C WPAN1E1 AND PUBLIC AGMZS, AND THEIR LOCATIONS ARE APPROWMATE ONLY, ACTUAL (+ �y CONNECTION LOCATIONS MUST BE DETERMINEOWTHEFIELO. AMA tNGINEMING GROUP ASSUMES No REspO svurYEO.RoAMAGT.s LNCURREDASA ANGLE CA2 pI, oPUTILTIES OMITTED ORSNACCURATELY (HOT DIPPED SHOWN. 7 AEFEATO PUNS TTELm LAKE WMI41NMON GALVANIZED) TACOMAW L GHYUUIOE SI M 9EL EVUETO ETS 7ACOMA M SHEWFA SO 03M-R FPCISCT421201, AS BUILTOV2418A. BY fWCR LI % U L2Y2"x2 x /e MMD [OKUTI0.NSSEAVfm z 3. REPFATO P, smANDGRRcRANOERBOLN-PR0 fILTE1tSlON, STRPNDfA BOULEVARD PLAN -PHASE IL UP ae.R—EAM- `— 13A6"O HOLES FOR �4"O THREADED I RODS Tf6"O HOLES FOR %"4 GALVANIZED HIGH STRENGTH DOLTS VARIES* 7 8" l VARIES* N. /-- DOUBLE NUTS ON THREADED BOTTOM (TYP.) ROD CENTER PUNCHED AT THREAD TO PREVENT MOVEMENT 6" GALVANIZED STEEL CONDUIT W/(4) INNERDUCTS A4 BRACKET DETAIL (FACING NORTH) NOT TO SCALE * TO BE DETERMINED IN FIELD R-3693228 Call before you dig. Washington Utilities Coordinating Council 1-800-424-5555 AT&1 PROPRIETARY (Internal Use Only) Not for disclosure outside the AT&T companies, except under written aareement- 2011 AT&T Intellectual Property, All Rights Reserved AT&T PROPRIETARY -This information constitutes confldential trade secrets and commercial arffnanclal htformatfon owned by AT&T and is.hared for Critical i,f.0 ucwre Protection purposes only. It Is exempt from disclosure underthe Freedom of information Act (5 U.S-C 5521, Exemptions (b)(3)&(4j, and Its disclosure N prohibited under the Trade Secrets Act (18 US.0 1905), the Critical Infrastructure Information Act of 2002, 6 U.S.0 133, and any State or local law requiring disclosure of information or records. This iMormatlon mustnot be copied ordtstributed to others not agreed upon by AT&T. but in all evens do not copy or distribute to such others without notification pursuantto Executive PREPARED FOR RECORD APPROVED FOR -_ OUTSIDEPLANT E 0-- WE afi&fi ENA SPECIRCATION: � PRWECT NUMBER: OWNERSHIP: LINE CODE: CABLE CLU: SCALE: AS NOTED BELLEVUE TO TACOMA 02 LIGHTGUIDE SYSTEM BRIDGE ATTACHMENT BRACKET DETAIL 14 OF 14 I � rn co PSE GENERAL SPECIFICATIONS 4 Ipe of Work oject Summary: I City of Renton has a roadway improvement project on Strander Blvd under the BNSF RR tracks west of Naches Ave for approximately 1200 feet. This project will include widening, curb/gutter, new sidewalks, drainage. PSE has existing OH Feeder that is in conflict with construction activities including filling, grading, pile driving and crane activities. **** SCOPE ADDITION *** bws 6/20/13 Supply material to complete 6" conduit tie from east end of RR bridge (4-6" STL installed as part of bridge work) to a new 5106 pull vault installed just west of 316988-165285. City contractor will trench and install conduit/vault. PSE inspector to assist. Tie the 3-6" Future conduits shown on UMAP into the new vault. Install 2-6" from new vault to existing pull vault 316988-165285. Adjust 4" as required for future use if relocation is a issue. Estimated quantity: (Atkinson's material estimate via e-mail 6/20/13) 1) 1,400LF of 6" PVC, Sch. 80 conduit 2) 12ea, 45 degree bends of 6", PCV, Sch. 80 3) 16ea, 22.5 degree bends of 6", PVC, Sch. 80 4) 8ea, 11 degree bends of 6", PVC, Sch. 80 5) couplers of 6", PVC, Sch. 80 6) 2ea Type 5106 Vaults The second 5106 vault will be for the west side stopping/start point for the Tukwila phase of Strander Blvd extension. It may be possible that the existing shoe -fly will need to be removed/finalized under this notification to complete this phase of project. Complete adjustments to the single phase underground and conduits running south toward the single phase padmount transformer serving the RR facility. bws 6/20/13 General - All work is to be completed per PSE Standards & Practices. Copies of all PSE Standards are available upon request. - Work sites shall be kept clear of debris and all construction materials; equipment and packing shall be removed daily. - Return all unused and removed poles, transformers and hardware to PSE, storeroom. All copper shall be coiled and returned the day it is removed from the poles. Remove all unused pins and insulators. - Return all streetlights, area lights and floodlights to Sumner yard. Pre -Construction - Notify appropriate city, County or DOT authorities 48 to 72 hours, or as required by permitting agency, in advance of starting work in Right-of-way involving a Permit. - All system switching shall be approved by System Operations (425-882-4652) a minimum of 48 hours in advance. - Notify customers of all outages 48 hours in advance. Work Drawings & Documents - PSE Project Manager or Engineer shall approve field design changes. - Mark all field changes, equipment ID numbers and Underground cable information in red on Foreman's copy of work sketch. - Return one Foreman's copy of work sketch to Project Manger at completion of job. - When permits are required, a copy of the permits shall be available on work site at all times. Safety - Refer to PSE standards 6275.3000 for requirements on System Grounding. - Refer to PSE standards 6275.9000, 6275.9050 and 6275.9100 for personal protective grounding requirements. - Refer to PSE standards 6275.9150 for vehicle grounding and barricading requirements. - Proper line clearances shall be taken at the beginning, and released at the end, of each workday, or as otherwise instructed by the System Operator. - Provide signs, barricades, and traffic control in conformance with permit regulations. - Utilize flagging and other vehicle traffic control as necessary and in conformance with local traffic regulations. - Maintain traffic flow as required by permitting agency. Erosion & Sediment Control - Refer to PSE standards 0150.3200 for minimum requirements. - Comply with all requirements of permitting agency. - Installed erosion & sediment devices shall be maintained until vegetation has been re-established or disturbed soil has been otherwise permanently stabilized. Joint Facilities - Coordinate with Communication Companies for transfers. UNDERGROUND CONSTRUCTION Excavation - Trenching outside of the Right-of-way shall be of sufficient depth to provide a minimum of 36" of cover for primary conductors and 24" of cover for secondary conductors. - Road crossings and all trenches within the Right-of-way shall be of sufficient depth to provide a minimum of 36" of cover for all conductors or as required by the permitting Agency. - All conductors/conduits shall have a minimum of 3" of bed and 3" of clean sand cover. - No rocks larger than 6" shall be included in backfill. - Backfill in road crossings and within the Right-of-way shall be compacted to 95% density or as required by the permitting Agency. - Restore all excavated areas to original condition. Vaults & Handholes - Refer to PSE standard 6775.0040 "Vault and Handhole Installation" - Vaults shall be placed level and 2" above final grade in landscaped areas and flush with final grade when placed in hard surface areas. - A minimum 6" bed of 5/8" crushed rock shall be placed under all vaults. - All conduit entrances shall be grouted. r fell I r 11 id' I:rb I %ILE TV= tw 'mom A-PCpeC�enr�tJ�1t�fR?pJt1Poe Conductors & Conduit - Refer to PSE standard 6800.6000 "PVC Conduit Installation". - Unless splices are called for, or otherwise noted or approved, conduit risers shall be plumbed directly to road crossing conduits. - Install insulating caps on all unused primary bushings. - All "spare" conduits shall be capped at each end. Cable Tags and Pulling - Primary Underground Cable Identification Tag installation shall conform to PSE standards 6825.6050. - Cable Pulling shall conform to PSE standards 6825.6100 and 6825.6150 OVERHEAD CONSTRUCTION Poles & Structures - Poles are to be installed or relocated as staked. Unless otherwise noted, all pole location measurements are from the center of the pole. - All new poles set shall be the class indicated on the sketch, or better. Do not set a lower class pole than specified. - Install ground plate assembly on all new poles. Install Switch Ground Assembly per standard specification 6014.1000 at new gang operated switch locations. - Install grid numbers on all new and existing poles as shown on sketch. - Straighten existing poles as indicated or as necessary. - Treat all field -drilled poles with copper napthenate wood preservative. - Remove old poles after communication companies have transferred off and return to PSE storeroom. Fill and crown pole holes and restore the area similar to adjacent landscaping. RESPONSIBILITIES OF THE CITY Documentation - The city and their contractor shall attend a pre -construction meeting specifically for installation of bare duct and vault system. - PSE will provide to the city contractor with construction plans for the installation of PSE duct and vault system. - All installations shall conform to specifications contained in this document and all relevant PSE standards. Safety - Field changes shall be pre -approved by PSE or designated representative prior to construction with proof of acceptance required prior to PSE acceptance of completed duct and vault system. - The city contractor shall not access energized power vaults without the assistance of PSE line workers. Trench and Excavation - The city contractor shall not expose energized power conductors (direct buried or in conduit) without the assistance of PSE line workers. - The city shall provide all trench excavation and backfill for the installation of new or modified PSE underground distribution system within the construction area. - All trench excavation shall conform to PSE standards 6790.0075, 6790.0130, 6790.0140, 6790.0250, and 6790.3050. - Construct the shared utility trench where the various utilities can transition in and out of the trench line in an orderly fashion without altering duct bank alignments of other utility. Separation of crossing utilities sharing the common utility trench is 6". - After the new underground system is installed an energized, additional excavation may be necessary to re-train existing underground cables into the new vaults. This excavation will be provided by the city with 48 hours notice. - Placement of other utility vaults within the trench line alignment encumbering access to PSE facilities is not allowed. 4'-8" x 7' Hand hole ( 575) w/adjustable Cover Tubes for 1" adjustable bolts( 4) — (2) 3' Square Plate Doors 8" Cover 2,490 Ibs T Top Section 1,835 Ibs Base 4,760 Ibs MID#: 7663206 5'I8" A 1 V-0" — I i TOP VIEW F- 2„ 4'-0" _ .� �\ 1 000 0❑❑0 ❑❑❑ ❑❑❑ Crushed ODD �� Rock SIDE VIEW Excavation - 20 cubic yards NOTE: For Installations in pavement or sidewalks with adjustable cover 3-piece handhole, increase excavation Depth to &.6" and 24cubic yards. VAULT & EXCAVATION DETAIL Not to scale 6051.1500 6" Minimum above common neutral. even with the common neutral for secondary. 20' DB 120 Conduit 5" Min. Common Neutral / Note: Schedule 80 conduit shall 10' (Overall) /// 4 8' Schedule 80 extend a minimum of 8' above and 12" below ground line. Min. Conduit Ground Line gpAlind Line CL. -.. 2 36"Prima birection of VehWar Traffic 24" Secondary k iilllilip ------------- --�--- _. Climbm9 '.i�ll.11 illlli/il,� Schedule 80 Bend / Road Face'IField Face/ !Quadrant t Quadrant / 5" Min. %%/ / Conduit) Standoff Bracket Conduit Clamp 1 15" Min Length TYPICAL POLE WITH RISER DETAIL NOT TO SCALE Height adjustable bolts 6,600 Ibs � 8,430 Ibs 11,000 Ibs Three 3' sq. std. plate doors, or Three 3' sq. Anti -Skid doors. 7'-6" 8, 1 V-4" Min 11'-10" Max 5'-10" Min .6'-4" Max TOP VIEW PUGET SOUND ENERGY DESIGNED BY I:DPOTELCOINC A Quanta Services Company ELECTRIC SYMBOL LEGEND aPROPOSED 750MCM PULL VAULT ® PROPOSED 110 CNJK J-BOX VAULT aEXISTING 750MCM PULL VAULT EXISTING 1/0 CNJK J-BOX VAULT O EXISTING POLE —� EXISTING DOWN GUY REMOVE EXISTING POLE AND/OR TERMINATION & RISER �D EXISTING 3-PHASE OH TO UG TERMINATION AND RISER NEW CONSTRUCTION -3-750 KCMIL (12 KV) — — — -1/0 UG (12 KV) PRI CABLES, OR UG' — — — — — -SECONDARY TRIPLEX IN OB120 PVC —444z---- EXISTING 12kV3-PHASE - — EXISTING 12kV 1-PHASE Standoff Bracket 15" Min Length Conduit Clamp��5" Min 7�1 Field Faced Road Fac( Quadrant Quadrant Climbing Space Direction of Vehicular Traffic Climbing Space CONDUIT RISER PLACEMENT DETAIL NOT TO SCALE AUG TOP VIEW PL_ACF STRAW MULCH ON AREA PEA GRAVEL (MID 9995892) EDIMENT TRAP DD DITCH OR SENSITIVE AREA DD DD TYPICAL AUGERED WORK SITE - 0150.320 0 TECHNIQUES FOR EROSION AND SEDIMENT CONTROL FOREMAN (CHECK BOX WHEN COMPLETED) ❑ PSE Equipment LOCKED/SECURED & Work Area left in CLEAN/SAFE Condition. ❑ Grid, Cable, and Switch numbers INSTALLED & VERIFIED. ❑ Field Changes RED -LINED on As -built. ❑ Material VERIFIED and CHANGES noted on Paperwork. ❑ Total PRIMARY Cable noted on As -built. ❑ Company ID#'s RECORDED in correct location on As -built. ❑ Indicate correct FUSE SIZE on As -built & VERIFY proper PHASE. ❑ Deviations noted on the As -built and their reason. ❑ 1 certify that the work performed meets PSE's standards and procedures and that all quality requirements are met. Foreman's Signature Print Name Date Vicinity Map Thomas Guide Page 655,656 PROJECT PHASE NOTIF# ORDER# f " it PWR Superior 11040012 101077744' 2 Removal 108077780 OH Expense 593133185 UG Expense 101077745 °❑� °o°o°a Temporary o� x ,\ g'_g° Project Manager Contact Information: 6' a� o00 o00 00o Chris Tobin Crushed °O° El°°n (253) 548-4516 Cell Phone Rock chdstopher.tobin@PSE.com E-Mail Contact Info. MPC: Kathy Johnson - (206) 240-2482 office EOA: Michael Ramirez - (206) 604-6450 office SIDE VIEW City of Renton Excavation - 50-1 /2 cubic yards Contact: Bob Hanson - (425) 430-7223 office PM: Keith Woolley - (425) 430-7318 office VAULT & EXCAVATION DETAIL Not to scale 6051.2000 INDEX TO SHEETS: Page 1: Cover (Notes / Notification) Page 2-3: Site (Construction Notes) Page 4: Maps POTELCO DESIGN AND QUALITY ASSURANCE ❑ This design complies with PSE Design/Engineering Standards. Any/all variations have been pre-approved/documented by the appropriate PSE Representative. Signature Print Name Date "Locates Required" IYESJ No For contacts below dial 1-888-CALL PSE (225-5773) CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES "Outages Required" Ye No "Flagging Required" Yes No REAL ESTATE/EASEMENT REDT#: (085536) PERMIT Renton, BNSF, UPRR 3 FUNCTION CONTACT PHONE NO DATE 2 PROJECT MGR C. Tobin (253) 548-4516 7/11/13 1 ENGR - POWER L. Brown (253) 606-4745 7/11/13 REV# DATE BY DESCRIPTION ENGR - GAS COUNTY KING Emer Sect Gas Wk Ctr POWER WK CTR QCSOKE DRAWN BY L. Brown (253) 606-4745 7/11/13 CHECKED BY �s 1/4 SEC NW25 - 23N - 04E OP MAP PLAT MAP APPROVED BY FOREMAN #1 U-MAP NO (POWER) 2304EO98 OH CKT MAP 2305E124 UG CKT MAP 2304EO98 �CIRCUITNO RJN-27 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES Berger ABAM CONTACT Naomi Selove PHONE# 206-431-2279 INCIDENT PUGET SOUND RENTON - Strander Blvd. Ph.3 N/A Strander Blvd.- from W. Valle Hwy. to Naches Ave. Elect Order ENERGY y y 101077744 Renton, WA R-3693229 SCALE PAGE DESIGNED BY POTELCO, INC. 1"=20' 1 of 4 2 a� a C 0 I / V) L 1 7) L C d :n I 0 i 0 rn J to v a) 0 i i C C_ 0 :n / E 0 I n. 0 :n SIT P SCAIJE 50' ,6" STEEL N 31698 GA 16521 of CD CD 0 CD I � REMOVE PO4 317007 REPLACE - I 165254 317001 I -I -I -I -I -I -I -I -I- 71652-8217001 X10CEDAR FALLS - 1 15kV T REMOVE :SK00335 600A +/-230FT. SPAN (336ACSR 3-PH.) - - - 36 ACSR - SW#:SK00334 - = 200A U ,6".STEEL-- STRANDER L_� s - 0 L� o 0 J- ---- ---- 0 0 0 it INTER 0EPT_ IP2 2-6" D 1 ✓5 �._ _ INSTALL ID [J02 316981 NEW �1 165224 I u_ 576 J-BOX z IST. - _ _ -EXIST CONS�RU-CTI& EASE-�1ENT- 1 i4„ / / . / 2-6' INSTALL316980 INTER EPT / IP3 PV2 165224 5 06 1-4" D 4120' �I CU IL z Im • INTE 2-6" 1 I INTEI 1-4" 1 O� i - of Construction Notes: At P01 - Exist. Distribution Deadend Pole Remove Pole and all PSE-related Equipment (No Communications present) -Remove: 600A UG to OH Termination (X7005) 200A 1-Ph. OH to UG Termination -See Wire Table for wire removal associated with this location At P02- Exist. Distribution Double-Deadend Pole Remove Pole and all PSE-related Equipment (No Communications present) -Remove 45kVA 120/208 OH Bank - temp, feed to contractor pump -Pole set temporarily at City of Renton's request -See Wire Table for wire removal associated with this location At P03 - Exist. Distribution Double-Deadend Pole ? Remove Pole and all PSE-related Equipment (No Communications present) -Pole set temporarily at City of Renton's request -See Wire Table for wire removal associated with this location At PO4- Exist. Distribution Double-Double-Deadend Pole Remove Pole and all PSE-related Equipment (No Communications present) -See Wire Table for wire removal associated with this location o;,' + / s REMOVE LX P02 316986 LX (120/208) 165226 LX E03 I /:: TEMP. D' 'T ... FEED T0. IP4 PUMP x �i .ram 'T IPS 0 I REMOVE P01 316968 I 16522 6^0`0'A - - - - - - - FOREMAN NOTE: At IP4/IP5, existing 2-6" & 14" is currently buried at a minimum of 6ft. I_ I� I; I � I LIB 1 � .V01 31!921 NX 165221 IN UNDER I JO#:105'024499 I� At P05- Exist. Distribution Tangent PTP Pole (1965) Replace Exist. Pole w/ New 50ft. CL-2 Pole w/ Grounds (PD502) - 6010.1000 Install 3-Ph. Feeder Deadend on 9ft. Double -HD Arms (DE3315) - 6033.1042 Install 10" Triple -Helix Anchor West, L=30ft. (ANDH3) - 6012.1000 Install (2) 7116" Primary Down Guys (GYD7SA) - 6013.0100 Install (1) 3/8" Neutral Down Guy (GYD3SAN) - 6013.0100 Install 200A / 600A Double Termination on 11 ft. Double Std. Arm (TSU6S31) - 6043.1022 -Install 600A SW#:SK00335 -Install 200A SW#:SK00334 -Fuse 200A Term. @ 100T (3412700 x3) Install (1) 6" Primary Riser (RIS6CSS) - 6042.1000 Install (1) 4" Primary Riser (RIS4CSS) - 6042.1000 Remaining 6" & 4" Conduit Stubs to be plumbed to base of new pole At PV1 - Exist. Feeder Pull -Vault Break (3) Exist. 750 Straight Splices Install (3) New 750 Straight Splices (SPL750) - 6041.2000 -see Primary Cable & Conduit Table for wire to be pulled to this location At PV2 - Proposed Feeder Pull -Vault Install 5'-10"x11'-4"x8'-2" 5106 Feeder Pull -Vault (SVTDADJ) - 6051.2000 -w/ Adjustable PC H2O Lid Install (3) 750 MCM Feeder Straight Splices (SPL750) - 6041.2000 -see Primary Cable & Conduit Table for wire to be pulled to this location + E01 . INSTALL NEW 316987 5106 165273 PV3 EXISTING EXIST. 316988 PV4 5106 165285 REMOVE P03 316986 165255 25+00 EXISTING / 316988 J01165283 I = Lu CIO I I ❑ Q LLI 1 U I z 1 1 �I kll At PV3 - Proposed Feeder Pull -Vault Install 5-10"x11'-4"x8'-2" 5106 Feeder Pull -Vault (SVTDADJ) - 6051.2000 -w/ Adjustable PC H2O Lid -Cut into Exist. 5-6" between PV4 and E01 Install (3) 750 MCM Feeder Straight Splices (SPL750) - 6041.2000 -see Primary Cable & Conduit Table for wire to be pulled to this location At PV4 - Exist. Feeder Pull -Vault Install (3) New 750 Straight Splices (SPL750) - 6041.2000 -see Primary Cable & Conduit Table for wire to be pulled to this location At PV5 - Proposed Feeder Pull -Vault Install 5'-10"x11'-4"x8'-2" 5106 Feeder Pull -Vault (SVTDADJ) - 6051.2000 -w/ Adjustable PC H2O Lid -No Cable to be pulled to this location at this time At J 01 -Exist. 1 /0 J-Box Install (6) 1/0 CNJK Elbows (ELB10J) - 6041.1000 -see Primary Cable & Conduit Table for wire to be pulled to this location At J02 - Proposed 1/0 J-Box Install 4'-8"xT-6"x5'-8" J-Box (JBOX15A) - 6055.1030 -w/ Adjustable PC H2O Lid Install (4) 1/0 CNJK Elbows (ELB10J) - 6041.1000 -see Primary Cable & Conduit Table for wire to be pulled to this location TRANSFORMER REMOVE RETIREMENT POLE TABLE TEMP TRANSFERS REMARKS SITE # POLE DATA POLE TEL FIBER FIBER ST. LIGHT GRID # HEIGHT CL. YR. TOPPED RMVD P01 316986-165222 40 2 1964 ❑ ❑ ❑ ❑ ❑ ❑ No Pole Contacts in SAP P02 316986-165226 55 3 2012 ❑ ❑ ❑ ❑ ❑ ❑ No Pole Contacts in SAP P03 316986-165255 55 2 2012 ❑ ❑ ❑ ❑ ❑ ❑ No Pole Contacts in SAP PO4 317007-165254 40 2 1965 ❑ ❑ ❑ ❑ ❑ ❑ No Pole Contacts in SAP P05 317001-165282 40 2 1965 ❑ ❑ ❑ ❑ ❑ ❑ No Pole Contacts in SAP OH Wire Removal Table Span 397 AAC 1 Ckt. 336 AAC 1 Q kt. Record Actual - Remarks P01 to PO4 525 PO4 to P05 230 Vault & Eauiament Table Site Vault Location Grid Number Working Space Orientation Vault Size & Cover Type & Size Equipment in Vault Primary Bushings Transformer ID Numbers (Company ID REMARKS LB / Splice DC PV1 Exist. On Prvt. Property 319970 N/A 5'-10"x11'-4"x8'-2" w/3-3' Sq Doors I Matid: 7907110 Straight Splice 12kV 750kcmill Matid: SPL750 3 - 165208 PV2 New On Prvt. Property 316980 East 5'-10"x11'-4"x8'-2" w/3-3' Sq Doors Matid: 7907110 Straight Splice 12kV 750kcmill Matid: SPL750 3 - SVTDADJ - 6051.2000 165224 PV3 New In Exist. Easement I 316987 North 5'-10"x11'-4"x8'-2" w/3-3' Sq Doors I Matid: 7907110 Straight Splice 12kV 750kcmill Matid: SPL750 3 - SVTDADJ - 6051.2000 165273 PV4 Exist. In Exist. Easement 316988 North 5'-10"x11'-4"x8'-2" w/3-3' Sq Doors Matid: 7907110 Straight Splice 12kV 750kcmill' Matid: SPL750 3 - 165285 PV5 New On Prvt. Property 316987 North 5'-10"x11'-4"x8'-2" w/3-3' Sq Doors Matid: 7907110 - Matid: - 0 - SVTDADJ - 6051.2000 165211 J01 Exist. On Prvt. Property 316988 N/A 4'8"x7'x5'8" Adj, Anti-skid lid Matid: 9996162 Elbow 12kV 1/0 CNJK Matid: ELB10J 6 0 165283 J02 New On Prvt. Property 316981 East 4'8"x7'x5'8" Adjustable PC H2O lid Matid: 7663206 Elbow 12kV 1/0 CNJK Matid: ELB10J 4 1 8 7630600 JBOX 15A - 6055.1030 165224 New pole at site: P02 Grid Number: _316986-165226 kVA Rating: 15kVA 120/208 Foreman to redline the following information Company ID#: Primary phase connected to: Tested Secondary Voltage TRANSFORMER REMOVE New pole at site: P02 Grid Number: 316986-165226 kVA Rating: 15kVA 120/208 Foreman to redline the following information Company ID#: Primary phase connected to: Tested Secondary Voltage TRANSFORMER REMOVE New pole at site: P02 Grid Number: 316986-165226 kVA Rating: 15kVA 120/208 Foreman to redline the following information Company ID#: Primary phase connected to: Tested Secondary Voltage For contacts below dial 1-888-CALL PSE (225-5773) CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES REAL ESTATE/EASEMENT REDT#: (085536) PERMIT Renton, BNSF, UPRR 3 FUNCTION CONTACT PHONE NO DATE 2 PROJECT MGR C. Tobin (253) 548-4516 7/11/13 1 ENGR - POWER L. Brown (253) 606-4745 7/11/13 REV# DATE BY DESCRIPTION ENGR - GAS COUNTY KING Emer Sect Gas Wk Ctr POWER WK CTR QCSOKE _ DRAWN BY L. Brown (253) 606-4745 7/11/13 CHECKED BY I 1/4 SEC NW25 - 23N - 04E OP MAP PLAT MAP APPROVED BY FOREMAN #1 U-MAP NO (POWER) 2304EO98 OH CKT MAP 2305E124 UG CKT MAP 2304EO98 ICIRCUITNO RJN-27 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES Berger ABAM CONTACT Naomi Selove PHONE# 206-431-2279 INCIDENT PUGET SOUND RENTON - Strander Blvd. Ph.3 N/A Strander Blvd.- from W. Valle Hwy. to Naches Ave. Elect order ENERGY y y 101077744 Renton, WA SCALE PAGE DESIGNED BY POTELCO, INC. R-3693230 1 "=20' 2 of 4 REMOVE PO4, -- -- - GRADE SEPERATION STRANDER BLVD. . . . . . . 0 0 0 0 0 0 0 0 . I UNDERPASS I ❑ — — — — — — — — — - E02 / ( \ E REMOVE EXIST. 3-PH. 397 AAC EXIST. 750 AFV415-AO AFV416-BO AFV417-CO U" BREAK 750 PV 1 SPLICES 3 i REMOVE EXIST. 750 AFV415-AO AFV416-BO AFV417-CO I I I INSTALLED ON STRANDER PH.2 �I (101077865) N w w P02 03 REMOVE REMOVE EXIST. 3-PH. 336 ACSR . . • . 0 . • . • REMOVE EXIST. 3-PH. 397 AAC (+/-250') P01 REMOVE EXIST. REMOVE 3-PH. 397 AAC (+/-70') REMOVE EXIST. 1/0 AGH791-CO INTERCEPT INTERCEPT INSTALL 3-6 STEEL P1 IP1 3-6" STEEL 2-6" INSTALL 3-6 PV5 GRADE SEPERATION STRANDER BLVD. • • • • • • • • • • • • • • • • s • s • • • • • • • • s — — UNDERPASS — — EX. 4-6" E STEEL E02 INSTALL IP2 2-4° PV1 INSTALL 1-4" E03 INSTALL f 1-4" P01 REMOVE P5 7� M►=1 I IN / c 0 U 0 i r� 01 INSTALL 2-6" I I INSTALL 2-6" E I EX. 2-6" IP4 I I 336 ACSR P05 REPLACE REMOVE EXIST. 1/0 AFF268-AO AFF269-BO AFF270-CO • • • • • • • • • • . J01 J PV4 • EXIST. 1/0 AFF271-AO • AFF272-BO AFF273-CO I •� .Q UG PRIMARY ONE -LINE - (BEFORE SCALE: NONE \ E01 . . . . . . . . . . INSTALL EXIST. 2-4" 5-6„ CONDUIT DIAGRAM SCALE: NONE (CUT -IN PV3) REPLACE PV4 N N ww J01 EV— J EX. 2-4" 600A:SK00335 PROPOSED 750 200A:SK00334 336 ACSR AFV415-AO Ift — — — PROPOSED 750 AFV416-BO P05 AFV415-AO AFV417-CO AFV416-BO PROPOSED 1/0 — — AFV417-CO AG0801-AO --— — — — — —— —� PV4 AG0802-BO GRADE SEPERATION STRANDER BLVD. AG0803-CO UNDERPASS II C_ J02 PROPOSED 750 AFV415-AO EXIST. 1/0 PVZ • PROPOSED 1/0 AFF271-AO • AG0804-AO AFV417-CO AFF272_BO AG0805-BO AFF273 CO AG0806-CO • kj EXIST. 750 m I / • R AFV415 AO I / • AFV416-BO I / AFV417-CO PROPOSED 1/0 • • — — —1 PROPOSED 750 AG0807-CO AFV415-AO AFV416-BO AFV417-CO RE -USE TAG WS UG PRIMARY ONE -LINE - (AFTER) SCALE: NONE I I ' I I AI 'V I I � � I I I I I I V01 L / l� v PRIMARY CABLE & CONDUIT TABLE LOCATION CONDUIT PRIMARY CABLE REMARKS from to Size In Qty Design Length ft (� Actual Length ft () BENDS PULL Ibs ( � Cable Size Design Length ft () Actual Length ft () Cable Numbers Please Record 90° 450 22' 11 ° A B C Manufacturer Year E01 E02 6 2 500 2 6 E01 IP1 6 3 480 6 4 IP1A PV5 6 3 30 IP2 PV2 6 2 20 4 IP3 PV2 6 2 20 4 J01 E02 4 2 500 2 6 IP2 J02 4 1 20 2 IP3 J02 4 1 20 2 E03 IP4 6 2 20 2 E03 IP5 4 1 20 PV1 PV2 750 MCM 320 AFV415 AFV416 AFV417 RE -USE EXIST. CABLE NUMBERS PV2 PV3 750 MCM 580 AFV415 AFV416 AFV417 RE -USE EXIST. CABLE NUMBERS PV3 PV4 750 MCM 30 AFV415 AFV416 AFV417 RE -USE EXIST. CABLE NUMBERS PV4 P05 750 MCM 315 AFV415 AFV416 AFV417 RE -USE EXIST. CABLE NUMBERS P05 J01 1/0 CNJK 310 AG0801 AG0802 AG0803 J01 J02 1/0 CNJK 620 AG0804 AG0805 AG0806 J02 V01 1/0 CNJK 700 AG0807 VaaV vo cV VVnC7UR _ L,O.7U Total 4" DB120 Conduit = 1,065 1,245' = Total 750 MCM Cable (Circuit Ft.) 2 10 930' = Total 3-Ph. 1/0 CNJK Cable (Circuit Ft.) 700' = Total 1-Ph. 1/0 CNJK Cable (Circuit Ft.) Cable Remove Table Span Cable Type Tag Numer Length Record Actual - Remarks PV1 to P01 750 AFV415 150 AFV416 AFV417 P05 to J01 1/0 AFF268 308 AFF269 AFF270 P09 to Vol 1 1/0 AGH791 650 O O For contacts below dial 1-888-CALL PSE (225-5773) CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES REAL ESTATE/EASEMENT REDT#: (085536) PERMIT Renton, BNSF, UPRR 3 FUNCTION CONTACT PHONE NO DATE 2 PROJECT MGR C. Tobin (253) 548-4516 7/11/13 1 ENGR - POWER L. Brown (253) 606-4745 7/11/13 REV# DATE BY DESCRIPTION ENGR - GAS COUNTY KING Emer Sect Gas Wk Ctr POWER WK CTR QCSOKE DRAWN BY L. Brown (253) 606-4745 7/11/13 CHECKED BY lJ¢'� 1/4 SEC NW25 - 23N - 04E OP MAP PLAT MAP APPROVED BY FOREMAN #1 U-MAP NO (POWER) 2304EO98 OH CKT MAP 2305E124 UG CKT MAP 2304E098 CIRCUIT NO RJN-27 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES Berger ABAM CONTACT Naomi Selove PHONE# 206-431-2279 INCIDENT PUGET SOUND RENTON - Strander Blvd. Ph.3 N/A ENERGY Strander Blvd. -from W. Valley Hwy. to Naches Ave. Elect Order 101077744 Renton, WA SCALE PAGE DESIGNED BY POTELCO, INC. R-3693231 1"=20' 3 of 4 rn co M 0 �LL1 317031-165135 760kVA 277/480v A018216 B018217 C018218 I UnknownOUNK- I 317026-165155 226kVA 1201208v a AOUNKI ° 317023-165166 26kVA 1201240v I � A018222 � f o B018223 C018224 i iAOABN880 BOABN881 - -- - COABN882 I A068167 A018225 A B058168 317003.185137 C058169 B018226 A C018227 A J 100T A058170 X10237 BOUNK J COUNK I 317002-166136 316998-165150 -4 OAFF269 112,15WA 1201208v I COAFF270 I JOB SITE ® 6988-166301 316988-165285 I ❑ AOAEF997 OAEF999 J C 0AEF999 C v AOABN431 - ® 316988-166283 m BOABN432- _ COASN433- K J0 1 I V AOABN*'AGI192 316074-166141 BOABNWAGI1s3,316960-165159 '... COABN6#AGI194 1 AOACA 316975-165142 J ° 6316970-16 BOACA63130 I5159 U488 �- 319970-165179 � 112.6kVA 1201208v CmACA632.444 AOAFV415 BOAFv416 319970-165179 A042768- I CRP12 `�i B042769 - ' �, C042770- -- 11 COAFV417 + �1 Q/�� AOAFF271 BOAFF272 COAFF273� 4B83231 12 - • vv 316968.166144 1 316968-165159(.- 1 14 X7005 15 316959-165 6 .165133 25 201240v 26 316956-165146 27 AOABN363 ,BOABN369 316961-166286 316955-165147 RJN C0ABN365 J COAFP123 316955.165145 35 i SW 27th St 36 316952-165147 ° U 2719 316958-165285 s 26kVA 120/240v - AOACF926 _BOAGF927" "�--00ACF928 AOAFF274 I BOAFF275 '... A0AC1465 COAFF276 BOACI466 • COACI467 — "I A018495 i 16018496 C018497 -� AOACA612 IBOACA613 j ICOACA614 I 316932466287 J 316932-165290 ❑ I AOAFF277 BOAFF278 i COAFF279 316921.165221 26kVA 1201240v e I i 316903-166269 a Z AOAFF280✓� BOAFF281 coCOAFF282 � Ii I 316875-165168 I 316875-165244 ° 112.6kVA 120/208v 600M 2771480v I UNDERGROUND MAP SCALE: NONE 2304EO98 316987-165299 160kVA 2771480v AOADR915 BOADR916 COADR917 J W -- V ........;� 30 s U913 • 30: ,Mateo ■• • U363 : • X10237 100T • ••••• JOB SITE 100T : :� � X9146 15lose* • •.. 3 . � — — X3778 •V. 30 •"• :• s 498 • •• I •� :•• �•• i :#30 11 ••.'..• .n 3r U3 • •:� •-........ S ..................t. 12 25 '� 30: 3 S 27 ST SW S � y •' U3257 • RJN 15 RJN t•••..••....: W %.•sees S27 0U232 25 36 .30 NAc ' 35 SEE' UG :' • • • s U 2719 I MAP Z34-98 : • 3 ............. 30 • • SEE 3 ' UG MAP ••..• . ' 3 •% U222® �............3 0 4 234 _ ,gg C7 U3256 ...... 30,.• 30 ;••••• : SSW �� • • •• ' • • ••: 30 3� 3� • goes • • •• • • ■ ,••� ' RJN : : S U0173 27 • • • • • • • • • 30 3 • • • • •• OVERHEAD CIRCUIT MAP SCALE: NONE 2305E124 For contacts below dial 1-888-CALL PSE (225-5773) CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG THIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES REAL ESTATE/EASEMENT REDT#: (085536) PERMIT Renton, BNSF, UPRR 3 FUNCTION CONTACT PHONE NO DATE 2 PROJECT MGR C. Tobin (253) 548-4516 7/11/13 1 ENGR - POWER L. Brown (253) 606-4745 7/11/13 REV# DATE BY DESCRIPTION ENGR - GAS COUNTY KING Emer Sect Gas Wk Ctr POWER WK CTR QCSOKE DRAWN BY L. Brown (253) 606-4745 7/11/13 CHECKED BY �' �/ r 1/4 SEC NW25 - 23N - 04E OP MAP PLAT MAP APPROVED BY FOREMAN #1 U-MAP NO (POWER) 2304EO98 OH CKT MAP 2305E124 UG CKT MAP 2304EO98 �CIRCUITNO RJN-27 FOREMAN #2 MAPPING JOINT FACILITIES ARRANGEMENTS UTILITIES Berger ABAM CONTACT Naomi Selove PHONE# 206-431-2279 INCIDENT PUGET SOUND RENTON - Strander Blvd. Ph.3 N/A Elect Order ENERGY Strander Blvd.- from W. Valley Hwy. to Naches Ave. 101077744 Renton, WA SCALE PAGE DESIGNED BY POTELCO, INC. R-3693232 1 "=20, 4 of 4 rn co Co 0 0 w PSE l l ? /\ CH AS / ' l l D -4 n + M N O O STA=23+72.39 GRND ELEV-26. p 0/5=42.09' 0 + 95 73 0 18+50.00 _19+00.00 _ 19+50.00_ 20+00.00 20+50.00 21+00-OD — �0 ��'� —+ STA=20+19.15 STA=21+33.40 STA-22+39.14 STA-23+33.57 O 0EV.=21 70' 0/5=36.53' 0/5=40.49' p 0/S=33.80' GRND ELEV.=26.16' p STA=19+24.19 GRND ELEV.=15.69' GRND ELEV.=21.17' GRND ELEV.=26.20' Lo 0/5=44.11' U NGRND ELEV.=14.66 — UGF UGP UGP UGP UGP UGP UGP U UGP UGP UGP UGP 2 STA=21+92.21 STA=22+80.70 STA=20+69.22 0/5=32.18' O/S=38.09' 0/5=33.82' GRND ELEV-26.17' STA=23+69.63 O STA=19+69.74 GRND ELEV.=22.97' 0 0/S=36.14' GRND ELEV.=18.41' 0/5=43.29' Oo GRND ELEV.=15.00' GRND ELEV.=26.82' STA=18+62.48 + 0/S=52.11' CoGRND ELEV-28.16' N STA=23+88.59 O O/5=45.93' ti GRND ELEV.=27.37' O STA=18+73.51 0 0/5=53.21' O GRND ELEV.=23.87 Lr1 CENTER OF VAULT + STA=23+97.04 N 0/S 47.40' N TOP OF VAULT ELEV-28.21' 0 ri 0 0 0 0 v SURVEYOR'S NOTE: ~ TRENCH ELEVATIONS ARE AT TOP OF GROUND G / Scale: 1 • +00 O V7 N 0. 0.00 STA=24+01.A8 0/5=43.40' GRND ELEV.=t7.62' / STA=24.17+12 0/5=46.62' GRND ELEV.=27.71' STA=24+02.56 0/S=47.57' 1 GRND ELEV.=27.62' 1 1 I I M N O M .00 125+50.00 26+0C — STA=24+17.40 O/S=44.76' GRND ELEV.=27.80'