3800 RIVERFRONT BLVD 2021 Utility Plans 2022-10-27

IBC 2016 TABLE 1705.3 E I E SPECIAL INSPECTIONS OF CONCRETE CONSTRUCTION SANITARY SEWER FOUNDATION SYSTEM DOTES „ 2015TABLE 1705.7 REQUIRED SPECIAL INSPECTIONS OF DRIVEN DEEP FOUNDATION ELEMENTS ELEMENTTYPE CONTINUOUS MPETERMINE CAPACIT - IES OF TEST ELEMENTS AND CONDUCT ADDITIONAL LOAD TESTS AS EQUIRED I IBC 1I 0MINIMUMa 4r I OINSPECTION OF STRUCTURAL kIBUILDINGS a STRUCTURALSPECIAL INSPECTIONS AND NON-D S RUCTIVE TESTING OF BUILDINGS, IN ACCORDANCE WITH THE QUALITY ASSURANCE INSPECTION REQUIREMENTS OF AISC 360-10 - CHAPTER N IBC 2015 AISC 360 STEEL INSPECTIONS INSPECTION TASKSQA 0= OBSERVE ITEMS ON A RANDOM BASIS - OPERATIONS NEED NOT BE DELAYED PENDING THESE INSPECTIONS P= PERFORM THESE TASKS FOR EACH ITEM NOTED AT EACH MEMBER N5.4-1 INSPECTION TASKS PRIOR TO WELDING WELDING PROCEDURE SPECIFICATIONS (WPSs) AVAILABLE P P MANUFACTURER CERTIFICATIONS FOR WELDING CONSUMABLES AVAILABLE P P MATERIAL IDENTIFICATION (TYPE/GRADE) 0 0 WELDER IDENTIFICATION SYSTEM 0 0 FIT -UP GROOVE WELDS (INCLUDING JOINT GEOMETRY); JOINT PREPARATION; DIMENSIONS (ALIGNMENT FOOT OPENING, ROOT FACE, 0 0 BEVEL); CLEANLINESS (CONDITION OF STEEL SURFACES); TACKING (TACK WELD QUALITY AND LOCATION); BACKING TYPE AND FIT (IF .APPLICABLE) L CABLES CONFIGURATION AND FINISH OF ACCESS HOLES 0 0 FIT -UP OF FILLET WELDS: DIMENSIONS (ALIGNMENT, GAPS AT ROOT); CLEANLINESS (CONDITION OF STEEL SURFACE); TACKING (TACK 0 0 WELD QUALITY AND LOCATION) CHECK WELDING EQUIPMENT 0 - N5.4-2 INSPECTION TASKS DURING WELDING USE OF QUALIFIED WELDERS 0 0 CONTROL AND HANDILING OF WELDING CONSUMABLE& PACKAGING; EXPOSURE CONTROL 0 0 NO WELDING OVER CRACKED TACK WELDS 0 0 ENVIRONMENTAL CONDITIONS: WIND SPEED WITHIN LIMITS; PRECIPTITATION AND TEMPRATURE 0 0 WPS FOLLOWED: SETTINGS ON WELDING EQUIPMENT; TRAVEL SPEED; SELECTED WELDING MKATERIALS; SHIELDING GAS TYPE/FLOW 0 0 RATE; (PREHEAT APPLIED; INTERPASS TEMPRATURE MAINTAINED (MIN/MAX); PROPER POSITION (F, V, H, OH) WELDING TECHNIQUES: INTERPASS AND FINAL CLEANING; EACH PASS WITHIN PROFILE LIMITATIONS; EACH PASS MEETS QUALITY 0 0 REQUIREMENTS N5.4-3 INSPECTION TASKS AFTER WELDING WELDS CELANED O 0 SIZE, LENGTH AND LOCATION OF WELDS P P WELDS MEET VISUAL ACCEPTANCE CRITERIA: CRACK PROHIBITION; WELD/BASE-METAL FUSION; CRATER CROSS SECTION; WELD P P PROFILES; WELD SIZE; UNDERCUT; POROSITY ARC STRIKES P P k-AREA P P BACKING REMOVED AND WELD TABS REMOVED (IF REQUIRED) P P REPAIR ACTIVITIES P P DOCUMENT- ACCEPTANCE OR REJECTION OF WELDED JOINT OR MEMBER P P N5.6-1 INSPECTION TASKS PRIOR TO BOLTING MANUFACTURERS CERTIFICATION AVAILABLE FOR FASTENER MATERIALS 0 P FASTENERS MARKED IN ACCORDANCE WITH ASTM REQUIREMENTS 0 0 PROPER FASTENERS SELECTED FOR THE JOINT DETAIL (GRADE, TYPE, BOLT LENGTH IF THREADS ARE TO BE EXCLUDED FROM 0 0 SHEAR PLANE) PROPER BOLCTING PROCEDURE SELECTED FOR JOINT DETAIL 0 0 CONNECTING ELEMENTS, INCLUDING THE APPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IF SPECIFIED, 0 0 MEEET APPLICABLE REQUIREMENTS PRE -INSTALLATION VERIIFICATION TESTING BY INSTALLATION PERSONNEL OBSERVED AND DOCUMENTED FOR FASTENER P 0 ASSEMBLIES AND METHODS USED PROPER STIRAGE ORICUDED FIR BIKTS, NUTS, WASHERS AND OTHER FASTENER COMPONENTS 0 0 N5.6-2 INSPECTION TASKS DURING BOLTING FASTENER ASSEMBLIES, OF SUITABLE CONDITION, PLACED IN ALL HOLES AND WASHERS (IF REQURIED) ARE POSITIONED AS REQUIRED 0 0 JOINT BROUGHT TO THE SNUG -TIGHT CONDITIC PRIOR TO THE PRETENSIOMNG OPERATION 0 C FASTENER CONPNENT NOT TURNED BY WRENCH PREVENTED FROM ROTATING 0 0 FASTENERS ARE PRETENSIONED IN ACCORDANCE WITH THE RCSC SPEC, PRGRESSING SYSTEMATICALLY FROM THE MOST RIGID 0 0 POINT TOWARD THE FREE EDGES N5.6-3 INSPECTION TASKS AFTER BOLTING DOCUMENT ACCEPTANCE OR REJECTION FOR BOLTED CONNECTIONS P �P AXIAL BENDING 150 KIPS DNA f c = 3000 PSI CROcS SENON B—B_ CROSS SECTON C—C_ ! —III=1 I I=1 I I=1 I I=1 I I —I I I -1 I I1 I I1 I I III1 1 I—IIIIII=1 I I —IIIi 11=1 1 11 11=1 I != 1=1 11=1 I I 11=1 11=1 11=1 11=1 11= —IQ—I 11=1 I I-1 I I —III —III —III—III—III —III—! I I=1 I I —I 11=1 1=1 I I— I I 1=1 11=1 I I =111=1 I--III—=1 I I 11=1 Q I-1 I I-1 I I —I 11= —III-1 11=1 11=1 I !1 11=1 I! I I I =1 I I —III I 1 11 I I —I 1 11 11=1 !- -1 11=1 1 11 11=1 11=1 I QI I I —I ! II 11=1 I I —I 11=1 i 1=1 11=1 I I —III QI Q 1=1 I I —I I I_I I != I I IQ IQ Q I=Q I IQIQQI— I I IOQI= —III1 COVES 1=1—III —! IIIII 1=1I I_I=1 1 O 1=1 1-=i-1 I I --III 1=! I —III —II II 1= —IIIIIII I II—1 I I —I I i—1 i I- -IIIIII=1 I I ! I 1=I 11=I 11-1 I I —I — I I —I 11=1 I IIII—III-=1 I I -I 1 11 11=1 I I I 1 11 11=1 1 11 11=1 11QI=i 1 11 I I —III —I 1 11 I —III —II I 11=1 I I I I 1=1 1 11 11= QI I I1 11=1 I I —I 1 11 Q 1=1 1=1 I I —III � I 1=1 1 11 I I-1 1 11 11= C Q O O QO 00 O O a 0O O O O O L0,O00 O�OQQO��QO00 Pi G Q O � O O� 0�00 B O O O O Dc, O° O 00 OOOOO OOQO� o o _ _O O O� O 10 O O O REFUSE V O um Q O O O O O O O O 00�00�—=�� 00'00100 000 a O<0-i�0�00 DETAL 2 16" DA PILES SUPPORTNG J.S. (N) CODE RE U9 REMENTS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE 2015 INTERNATIONAL BUILDING CODE, AS AMENDED BY THE CITY OF EVERETT, WASHINGTON. ®E&GN LADS LOADS FOR THE SANITARY SEWER FOUNDATION SYSTEM ARE DESIGNED FOR THE FOLLOWING LOADS: ROADWAY LIVE LOADS 250 PSF UNIFORM GEOTECHNICAL INFORMATION EARTHWORK AND FOUNDATIONS SHALL BE CONSISTENT WITH THE GEOTECHNICAL ENGINEERING RECOMMENDATIONS. HINCAi I REPORT PREPARED BY HWA GEOSCIENCES INC. (PROJECT NO 2015-061-21. TASK600-7) DATED DESIGN PARAMETERS ARE AS FOLLOWS: SITE CLASS D ti I i # �I I I l �I I I s I I Ll WA LTA man", m "Ill I �� it � I ■i r, I i.THE SANITARY SEWER FOUNDATION SYSTEM IS PERMANENT. MATERIALS STRUCTURAL PILE GROUT 3000 PSI (23 DAY) REINFORCING STEEL - DEFORMED BARS ASTIVI A-615 GRADE 60 Fy = 60 KSI STRUCTURAL STEEL WF SECTIONS ASTM A-992 Fy = 50 KSI CHANNELS ASTM A-36 Fy = 36 KSI STEEL ANGLES ASTM A-36 Fy = 36 KSI PLATE MATERIAL ASTM A-36 Fy = 36 KSI STRUCTURAL PIPE ASTM A53 Fy = 35 KSI GRACE B STRUCTURAL TUBE ASTM A500 Fy = 42 KSI GRADE B STRUCTURAL BOLTS ASTM A 325-N WELDED HEADED STUDS (WHS) ASTM A -103 WELDING ELECTRODES E70-XX WITH CHARPY V-NOTCH TOUGHNESS OF AT LEAST 20 FT-LBS AT 0 DEGREES F. DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH AISC "STEEL CONSTRUCTION MANUAL AND THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", AISC 360-10. CORROSION PROTECTION THE PILE AND BEAM SYSTEM SUPPORTING THE SANITARY SERVER SYSTEM IS PERMANENT. THE DRIVEN GROUT PILES DO NOT REQUIRE CORROSION PROTECTION. ALL STEEL BEAMS, PLATES AND MI SC. STEEL REQUIRE CORROSION PROTECTION. EXPOSED SURFACES SHALL HAVE SHERWIN WILLIAMS ZINC -RICH PRIMER. APPLY PER MANUFACTURES DIRECTIONS. DO NOT APPLY CORROSION PROTECTION TO SURFACES TO BE CONTACT WITH STRUCTURAL CONCRETE. WELDN WELDING SHALL CONFORM TO AWS D1.4-11 "STRUCTURAL WELDING CODE." WELDING ELECTRODES SHALL BE E70XX. ALL WELDING SHALL BE PERFORMED BY WAS O AND AWS CERTIFIED WELDERS. ALL COMPLETE PENETRATION WELDS (CP) SHALL BE ULTRASONIC TESTED. ALL SINGLE, PASS FILLET WELDS SHALL BE VISUALLY INSPECTED. MINIMUM WELD SIZE IS 3/16" CONTINUOUS FILLET, TYPICAL UNLESS NOTED OTHERWISE. co ) c,2 cc) co v Lo co cc c Lo Lo Z � �0 co `\2 ■ t r k£ q t t 4��• �,�N .' � '� II x� I I. i I I I F � I r 0 f 0