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Home My WebLink AboutR-3693194rn 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