� 0 0 � 0 0 ' 0 0 •' " " 0 "' N z 0 z r' 0 " 5 z • al - �1 "• � �� �z = 0 ' A ---- gg Q �I ��rr -o- . �N 01 .o = -� .. 8� = "' :ow < :; ·� - A <> >0oo ::t oz.-, 00 o< :::;;9 c� �5 , . <oc 1 "' C/L I I I - - " I N L __ 9 r-i - '° �� r-- "I I N I f- - - CIL I I I I f- -,- L __ I 9 I I I --" -----<@l--- - -----<@l--- - - ---<©\--- - r--- 1 I I 2 r-i - I "' I II --+---'!c C/L I --" "' --7 I I 1--+--'k-C/L I I "' ---�--, r ___ /4e --7 I I 1 I I I --" C/L "' b N r-- I I 8" I I I I I I I I 8" I I I I I I I I I I I I I I I..: ::-,:-.:--t---::.-::. -� I 0ABUT. No. 1 -PLAN SCALE,¾" ~ 1'-0" #3@ST4IR" oR.Uc.PS er J Q_ u >- f-- - • • - • - < • • < • ,a ; • • • • ' •• • , " • • - " ,_ ' • • • • • • • •• •• '-� • • • • 0 • ·- • . . • , 4'-0" SECTION TYPICAL ABUTMENT SCALE, 3/4" ~ 1'-0" • • --7 I I I -----<@l---- +--+-++---+----'k---4- C/L i "' I 0 N ABUT. No. 2 -PLAN SCALE, ¾" ~ 1 '-0" 14' 6" - #3 STIRRUPS@16" o.c. r #3 STIRRUPS /- S(8T)D- #950HORZ. BARS w/ ° HOOKS t.&b. • / - • • J • , • - • • • • • • • • • • • • • ' • •• - • � ' - ELEVATION TYPICAL ABUTMENT BEAM SCALE, 3/4" ~ 1'-0" B(#83E) ASt . M&T IbRR. R-E #U! N5PFSH O( SREZE. BT AY RP SI C wA /L SATBDU. THMOEONKT EBAE. AEMN DD E T A I L S ) C#5OVLUERMTN RDEOIWNFE.LS w/ STD. HOOK EA END O" o.c. #4 TIES@1 F#T5GB.ARRESI@NF.5" o.c.e.w.t.&b. NW# 5OHBTEEANRFSTSGH. AD LI ML EHNASV IEO NS TI SD . 39' -06 " , ° HOOK •- • • - " • • 9" I • - N N - � EP LREOVP. . =G4R3A0 D. 3E5 ' ..=1"' -0 - ,-';IN - 21" 2 0 ' 0 l 1' 1" - 8" - PLAN <1 <i ,: SECTION 2�" 0 ' 0 -------- -------- z " 1(N4¼U) "- T¾x S1" 30&" xx P11 63L "" WAA 3AB6S. BDH . BEP LR. wSH / D TYPICAL BRG. PLATE @ABUT. No. 1 SCALE, 3/4" ~ 1'-0" #3 STIRRUPS 1' 4" - @4"o.c. 14'-2" 2" CLR 2" CLR. I 9" TYP. " • • • • • • • • . " • ,. • • • • •• • •• • • • • ,---�7 I • • I • I I ·'• • i. J I I • • L ____ _J •• ' • • • • • • .. � • • •• • • 2'-0" 2'-0" 4'-0" PLAN FOOTING DIMENSIONS SCALE 3/4" ~ 1 '-0" TYP � , '-"' ' • • , • , SECTION N THRU MIDDLE COL. ID. DIM. A 1A 3'-6" 1B 3'-6" 1D 4'-0" 2A 3"-6" 2C 3' - 6" 2D 4'-0" #t 5& bH. O( TRYZP. . B) A R S #3 STIRRUP D er J °' 1' 2" - 3" 8" 3" rlN 0 0 -· 0 - .C1N 0 - UPPER PLATE PLAN 1' 1" - 21" 2 8" 21" 2 ..:,"' 0 0 , - - '"" ' b - ..CiN 0 - LOWER PLATE PLAN "i- ��=-e��=c=-dl 02 (4)-1 SLO¾T6H"0OLxE1S¼" LONG 1 2 3 4 5 6 7 8 9 10 11 STRUCTURAL KEY NOTES 10"x5"x¾" ASTM ASOO GR B OR C HSS STRUCTURAL TUBE BTM CHORD 7"x7''x¾" ASTM ASOO GR B OR C HSS STRUCTURAL TUBE TOP CHORD 6"x6"x¾'° ASTM A500 GR B OR C HSS STRUCTURAL TUBE BTM GIRDER 3�"x3�"x�" ASTM A500 GR B OR C HSS STRUCTURAL TUBE VERT. WEB 2"x2"xl- ' ASTM ASOO GR B OR C HSS STRUCTURAL TUBE DIAGONAL WEB 6"x6"x-J" ASTM ASOO GR B OR C HSS STRUCTURAL TUBE THRESHOLD L1�"x1tx-J" ASTM A36 STL ANGLE HORZ. RAILING L3"x3"x¾" ASTM A36 STL ANGLE PERIMETER GRATING SUPPORT 2"x2"x�" ASTM A500 GR B OR C HSS STRUCTURAL TUBE BRACING PWU6LxT1R5UADSETM A992 STRUCTURAL WIDE FLANGE BEAM CONTINUOUS JOIST □ FIBERGLASS POLYESTER GRATING SHALL BE SIMILAR OR EQUAL TO FG" SORTRI RT IONS NIUTGRI AWF LAE RCL EEL "V DCI EUOWRN ATB GRE AFR COI DTR OTE- RBOASRRHD AEGLRRLI ANSTGUI N. B GM J MT OMDFERL' s NSo T. AT N- 1 D2 A0 0R, DL ICGOH NT NGERCATYO wR / HA ANRT DI - WS KAI RD E SEE FINISH NOTES, SHEET 27. -------- --------- I I I I PROP. GRADE $ ELEV. = 430.35 -11 I I I ---------- (N4U) -T¾S" 0&x P1 6L ". WA .ABS. HD EB RL SH D 13"x13" LOWER PLATE 1S4L" IxD1E3 -" BTEOAPR PI NLGA TAES S E M B L Y SIMILAR TO CON-SLIDE™ (TYPE CSA) (SEE NOTE BELOW) Q_ � <i 4 SECTION TYPICAL BRG. PLATE @ABUT. No. 2 SCALE, 3/4" ~ 1 '-0" NPROOTEV:IDE PTFE-ON-PTFE SLIDE BEARING PLATES AT LOCATIONS SHOWN. BEARING PLATES SHALL BE CON-SLIDE™ TYPE CSA BY CON-SERV OR TAHPEPRRMOVAELDMEOQVUEMALENDETSAISGNINEDDICTAOTAECDC. OMODATE VERTICAL LOADS AND MM Il NN lI MM UU MM MV EORVTEI CMAELN TL OAALDL OCWA AP NA CC IET: Y0: . 52 0I NKCI PHSE S MPLAAXTCEOAESFSFEICMIBELNYTSOHFAFLRL IICNTCIOLUND: E0.0W6ELDABLE BACKING WITH½" MIN. LIP BSA EUN ABD RMWI I NTEGSL SDH I SON HPGODDWREI ATN WAGI I LNDSGI MFSEOANRNS EDI ONMNGASI NN, EPU ETF RFA ECR TTE UHV RI I CEEKWRN PED RSA I STOA , RMF OTOOVREFAMALEBL RNSI TCL I DAD ITERI OE CN T I O N . MB EOAVREI MN GE NS TT. OP RB OE TI NE SC TT ASLLL IEDD! NCGL SEUA RN F. AL ECVEESL D, AUNRDI NOGRI INESNTTAELDL AFTOI OR NF.R E E ALL SUBSTITUTES REQUIRE ENGINEER'S APPROVALPRIOR TO INSTALLATION. / • � ,.!, • • �• • • • • • • " 1'-4" PLAN #5 0 OVWEERLTSI C( TAYLP . ) TIES 2"TCYPLR. . 10" 4 { 10"' WIND V V A u S 11 D R I SEKXCP AOTSEUGROER Y C&C SEISMIC1·, s, s, S S o o s , SEISMIC FORCE-RESISTING SE S IS I S T M E Y IC S C T D L E A E M S S SIG N CATEGORY V w c, R SOIL: qA q, " 1 0 2. . 0 0 0 . 0 S P P N S S F O F W M G IN LR O IM O A U U D M N I D M F P S L O A N T O R T W R A O L N O O C F A E D S F NA O C W TO R 25.0 PSF SNOW LOAD 19105PPSSFFNUOLMTIINMAALT ED EDSEISGING NWWI NIDN DS PSEPEEDE D , ( 3 - S E C O N D G U S T ) I C I ATEGORY C ±16 PSF MINIMUM FACTORED COMPONENT & CLADDING PRESSURE 10 .. 04 7S7Eg I S0 M. 2 IsCSIPMEPCOTRRTAALNRCEESFPAOCNTSOERA C C E L E R A T I O N 00 .. 13 71 86 gg 1SsHSOPRETCPTERRAILO RD EDSEPSOI GNNS ES AP CE CCTERL EA RL ARTEISOPNO N S E A C C E L E R A T I O N 0.117g 1s PERIOD DESIGN SPECTRAL RESPONSE ACCELERATION "BEARING WALL SYSTEM"-ORDINARY REINF. MASONRY SHEARWALLS B B5.25 KIP DESIGN BASE SHEAR 0 23 . 3 1 R.0 5 E 4 9 S S KPI E O P I N S E MS F E I F C E M R C O E T D S IV I P F E O I C S N A E S T I E S IO M C N I O C C E W O F E E FI I F C G F I H I E C T N I E T N T 11 ,0500 0P SPFS/ FF TA LL AL OT EWRAABLL EB ESAORI LI NBGE RA RE SI NI SGTPARNECSES U R E 130 PSF SLIDING COEFFICIENT TYPICAL COLUMN BRIDGE DETAILS SCALE, 3/4" ~ 1'-0" • u Q ..,. ..,. Iz C0 .., 0:: C0 ..... I- C0 >- 0 0:: z w > I0 z CJ � (/) (!) □ z z REVISIONS r.r; � ..J <( z u <( < 0z f,-, - w z z r < ::, " 0 0 " r.r; u {;., et: 0 w u z z � 0 f,-, BID SET C 2025 Midwestern Engineers. Inc. 802 We.st Broodway Street P.O. Bo� 295 Loogootee. Indiana 4755.\ DATE MARCH 2025 DTE.SMI G .NK . DRAWN M.M.C. Q.C. CHECK R.A.B. PROJECT NUMBER 2024079-00 29 29 OF 29 I FILE NUMBER I 44581 Do Not Use Plan Previews for Take Off
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