Sierra Pacific Industries 8/16/2020

NOTES 1. BIG R BRIDGE(OR APPROVED EQUIVALENT)AISC QUALITY CERTIFIED BRIDGE 1 / _ OUT TO OUT BRIDGE LENGTH=45'-8" FABRICATION-INTERMEDIATE(MAJOR)WITH A FRACTURE CRITICAL AND STRINGER LENGTH=45'-0" ___ y SOPHISTICATED PAINT ENDORSEMENT,AND CWB CERTIFIED TO CSA STANDARD / - __- - _--___-__-. _ __.. _ -.... II W47.1 DIVISION 2. // 2'-0" / DIAPHRAMGH(2)SPACES @ 20.-6' =41.-0" _}e 2'-0 -��4" -PRECAST CONCRETE SILL ------- - - ---_ --- `_ - 'I (SEE PRECAST CONCRETE SILL NOTES) 2. DESIGN IS IN ACCORDANCE WITH THE"AASHTO LRFD BRIDGE DESIGN - SPECIFICATIONS". , I - r 1 DIAPHRAGM / I -FLARED ENDS 3. MATERIAL(UNLESS NOTED OTHERWISE): -I ' / I TYPICAL a. STRUCTURAL STEEL: ASTM A588 WEATHERING STEEL FY=50 KSI EEL BRIDGE DECK: A653 GRADE 50 \ �L\�MMEM��_� -- __-____ �: — --- ■ __ _.. - - __. .-._ .. - T tt� -3•-4"SCHEDULE 80 PVC CONDUIT c. ETLASTOMEERIC PADS: GRADE 4,0 D ROMETERS 1 FY=50 KSI(GALV) :��1 ��1�#, I! t � ____,_ _,_ .,__ _ - -. d. ANCHOR BOLTS: ASTM F1554 GRADE 36 FY=36 KSI(GALV) _ ma 14 � .:. - -- - - - - `- e. SHEET PILING: ASTM A929 FY=33 KSI(GALVI 7MI HHID - - - - - -"- - - - - ! 11- 1. 77 E. STRUCTURAL BOLTS:ASTM A325(GALV) _ 1 I -W-BEAM g. GUARDRAIL BOLTS: ASTM A307(GALV) I i j /// STRINGER-TYP 4. DESIGN LOADINGS: i 1 I % a. BRIDGE DEAD LOAD PLUS 80 PSF TOTAL WEARING SURFACE. _ - - _ - -�. - - / I / b. VEHICLE LIVE LOAD HL-93 WITH U80 OWNER SPECIFIED VEHICLE(U-80). LOCATION • •F BRIDGE END - --'f� ;-LOCATION PT OF BRIDGE ENO c. WIND LOAD OF 50 PSF AGAINST HEIGHT OF STRINGER PLUS SIDE DAM. 11111 ON. r I r % ON DWG C2 d. BRIDGE RAIL DESIGNED FOR TL 1 LOADING IN ACCORDANCE WITH AASHTO I I fj LRFD BRIDGE DESIGN SPECIFICATIONS APPENDIX A13.2(RAIL HAS NOT BEEN °1 CRASH TESTED ,. d 1 111 II! -- - i - 1 1 S. BRIDGE TO BE WELDED TO THE REQUIREMENTS OF AWS D1.5 ° 1 I ■p f ' I ,v ■ - ,'-•-, 6. ALL ARC SHOP WELDING WELDING SHALL USE THE GAS METAL ARC WELDING OR FLUX CORED -- ----- -� 1 '--END ANGLE TYP SS. 4 ih 4 / I I / 7. FINISH: k / 4 I EXPOSED SURFACES OF STRUCTURAL STEEL SHALL BE BLAST CLEANED IN tj / I ` ACCORDANCE WITH THE STEEL STRUCTURES PAINTING COUNCIL(SSPC)SURFACE _ _ _ _ _ 1 .--/ -GALV STL BRIDGE DECK PREPARATION SPECIFICATION NO.7,LATEST EDITION,(SSPC-SP7),BRUSHOFF ` • _ .I _-__ ,_. ___ - ..-__.- - _ ..--.- r -- BLAST.EXPOSED SURFACES OF STEEL SHALL BE DEFINED AS THOSE SURFACES g, ��I]�� IIII 1 SEEN FROM THE DECK OR FROM THE OUTSIDE AND BOTTOM OF THE STRUCTURE.. ��j I 1 I 1 \ \ 1" .f L 1 I' 1 • % 8. INSTALLATION: a. EACH SECTION TO BE LIFTED FROM FOUR LIFTING LUGS. -`- I L -- _ Z -� b. ATTACH RIGGING TO LIFTING LUGS WITH ADEQUATELY SIZED RIGGING I I BRIDGE RAIL POST -/ -POST BLOCK TYP I HARDWARE.RIGGING MATERIALS AND METHODS ARE THE RESPONSIBILITY I� 1 I TYP-- I . OF THE INSTALLER. BRIDGE RAIL POST EQUAL SPACES(TL-1)=42'-6"i(PER MANUF) , 1'-3" C. CAPACITY OF THE LIFTING LUG IS 24,000 POUNDS AT A 45-DEGREE LIFT /1'3" —of i f' ANGLE. t 45'(10 GA.GALV.THRIE BEAM RAIL) d. ALL STRUCTURAL BOLTS TO BE INSTALLED PER THE TURN-ON-THE-NUT / --/ METHOD. PLAN VIEW 9. BRIDGE DECK FASTENING: ~ - SCALE:1"=N.T.S. a. WELD EACH PIECE TO ALL STRINGERS W/PLATE THICKNESS X 3"FILLET WELD. b. WELD BETWEEN STRINGERS AT OVERLAPPING W/3"FILLET WELDS EVERY 36" '''' ''T-_--7_,_,, c. PLACE 1 1/2"SKIP WELD ON EDGE OF DECKING AT EACH SIDE OF LIFTING OUT TO OUT BRIDGE LENGTH _,r _ LUG. / 14'0". __/ �qi STRINGER LENGTH d. TOUCH UP WELDS WITH ZINC RICH PAINT MEETING THE MATERIAL AND PERFORMANCE REQUIREMENTS OF ASTM A780. 10 THRIE-BEAM-TYPICAL H E-8 \ 3'-O"MIN PRECAST SILL CONCRETE NOTES 4.BRIDGE • p p° T-0' THRIE-BEAM-1YPIG4L / /- / GALV STEEL 1. THE USE OF PRECAST SILL REQUIRES THE CUSTOMER TO DETERMINE SUITABILITY W/REFLECTOR TABS i :-GROUND LINE LIFTING LUGS BRIDGE DECK I BASE ON SIZE OF STRUCTURE AND SOIL BEARING CAPACITY AT LOCATION OF @ 1/3PNT5 (2-SIDED CRYSTAL)@ SIDE DAM I '- EACH POST. 4 25"GALV x INSTALLATION. ROAD GRAVEL ' STEEL DECK END ANGLE �' \ BASE 3 1/2" = z SNr BACKFILL(NO ROCKS SIDE DAM 2. CONCRETE MIX DESIGN,MATERIALS,QUANTITY,MIXING,PLACEMENT,FINISHING -- \ WEARING ^Q 1 1 1(4"x18"x19' LARGER THAN 4") AND TESTING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION SURFACE j W a 10 GA GALV m \- 552 OF FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS FOR o, 0 LY,0 SHT PILING--- W '��° -STRINGER f. 7, ~ GALV SHT PILE �, M W WARNING TAPE CONSTRUCTION OF ROADS AND BRIDGES OF FEDERAL HIGHWAY PROJECTS r Y a ' n >> (FP-14).FP-14 CAN BE VIEWED OR DOWN LOADED AT: I W BACK WALL �� " '/ O http://fh.fhwa.dot.gov%bu5inesslresource/specs/ . -. W-BEAM BRIDGE o a I 3/80 -._- •>. \ " _� u :.: _ __ RAIL POST SPACED p m Pi - Z r_t Z� - EVENLY n`� , DIAPHRAGM M, 3. MATERIALS: o O CUT BACK WALL _u_y 4 N a. CONCRETE: CLASS A(AE)fc=4500 PSI AT 28 DAY p TO ALLOW FOR ,Z„ v AIR CONTENT OF 5%2 1% '^ � -BOLTED POST CONNECTION ~ CONDUIT-----. } 145 PCF MAX •-'� `. -- _ — --- b. REINFORCING STEEL. ASTM A615 GRADE 60 -POST BLOCK(EACH SIDE) \ \ - ' \ _ BOLTED DIAPHRAGM ,� I 1 • z `s DIAPHRAGM `t"'(t �, • q 4. CONCRETE TO BE FINISHED WITH CLASS 1 ORDINARY SURFACE FINISH PER - TWO 60°RADIUS 4S", J •/ • _ I `^ SECTION 552.16(a)OF FP-14 s s SPLICE PLATE v--W-BEAM to / 1 H c . , ry SWEEPS TO CLEAR I j / 11111111011I :� = I STRINGER-TYPICAL I. / ' g ABUTMENT AND TOI,i '- 1 t v • ADJUST TRENCH DEPTH3� _ 1 BEARING PLATE \ -- -\ s u PER MANUFACTURER \ >/ 1 -ELASTOMERIC PAD 3-4"CONDUIT,SCHED 80 A 3 1/4"x18"x24'16 GA ` /'f I TO E ANCHOR BOLT 40' FOR POWER AND COMM GALV SHT PILING !i SECTION A ANCHOR PLATE / �" / UTILITY TRENCH DETAIL 3 t � SCALE:1".N.T.S..T PRECAST CONCRETE SILL o y NOTE:BOLTS AND PADS PER MANUFACTURER SCALE:1"= N T.S. B t o BEARING DETAIL 1 z 5 SCALE 1"= N.LS. c Designed 5 GU ��--- CHAPLAIN CREEK BRIDGE CULVERT >w • g. ES" EVERETT D1 a r°e"° PUBLIC WORKS REPLACEMENT BRIDGE DECK SECTION AND DETAILS ten„° r m NO. DATE APRVD REVISION Phase ` 3100 Cedar Sneer 6 3= Y PLANS ISSUED FOR > Fve.egWA48201 WORK ORDER UP3426 p E L BID �,�clC/ CONST E. I -•AI v.." 1 425.257.8800 everettwo.gov RFGfON-10 1 STATE-WA 8 s 4 3 ACTION DATE APRVD ACTION DATE I APRVD ACTION DATE APRVD /Ilk CI Total