0 m � M 0 + M m .,> i" w w " 1,, I TOP OF PULTRUDED '\I GE LREAVT. I N4 3G0 .T3O5 M A T C H t � T/ABUT. " ELEV. = 429.48 • ' • • . ., "'T/COLUMN .. ELEV.= 428.31 • .. . "' T/FTG. ., . ELEV. = 425.81 ,. • , . . � • • • • . . . . ABUT. No. 0 0 Q Q <> 5 z �Q - � ·� ! ���. Q --- s�r Q � �. ,. � -o � --- ;a � : ---91 S! � •w o. X � §w <t � •< w -� .al Q 1o :t gg x-, 8� �9,� =•, . �. . • • 1 "" --- . . . GIL C/L ' I I I '' I II I ,I ""' I I I I ,'s:;I LJ - __J riv � , I ' I I I ' I I I '" I II "'' ""' I I * LJ @-- fo" V 1 \; 07 c��' E�� • ' �1st ., 0i" P L AATSET MEAA3E6NSOTL E ND j" 11 111111 ' ' ' I, ' T ' Is§: ' ''' ' ' I I ' I I ' . I I I "' I I /; ' / I I I '" I I I I I II "'' I I I /?" ' ' ' ""' I ""' I I /✓/ I ' I �Ill I �-+ ·'-·17" ' - . LJ e-/ LJ 1 / ' .. ' , 27 ..... I PRATT STYLE PEDESTRIAN BRIDGE I BRIDGE -ELEVATION SCALE: ½" - 1 '-0" 10' 5" . ( 1 PW± I " P E S L E D C H H E A D . N 4 D T0 O R A A S V I O E L O R w S T / T I BC L R A C A L A C TR K U B E B O T E N I C 04 - 9,,, 10'-0" CLR. BETWEEN BTM CHORD r j"GAP EA. END r0 "--<os) �10) - - ¼> - - 3 , 4 .5: " 3 ' -7 f " • 8 A TYPICAL 10 FT WIDE SECTION SCALE, 3/4" - 1 '-0" 40' -ei " mm 111111 N BRIDGE - DECK PLAN VIEW SCALE: Ji," - 1 '-0" r0 A I / I /, 71 ' I I I I I I � Ill � ' I I I I / I I // // I I // I I I � I I I I I 2'. / I I I /-1/ I' /,;, / I II I I I /,/ I I ' /,/ I I I // / ' I I .-:;,;;,, ' " ',L ¥ l;z: 7" - -- LJ I I 03 • . • . , 0 - • -'-" V " • • • - .,_,, V f,( V 1"-12 ' \� � \,., 3'-4i" 0 ., ... / ' + .. A m - ' , 27 ,. ' ' r- 02 --0 111111111 ' ' L___ ,.j 0 ., � , M m � 0 + M m ., --> "' w t- J "' w ' /2' I 1 /GTORPATOINFGPUTLOTRUDE□ MATCH ELEV. 430.35 7 rtt . • • • -� • • • . .. • • •• ' •• . .. , . ABUT, No. 2 1 2 3 4 5 6 7 8 9 10 11 STRUCTURAL KEY NOTES 10"x5"x¾" ASTM A500 GR B OR C HSS STRUCTURAL TUBE BTM CHORD 7"x7"x¾" ASTM A500 GR B OR C HSS STRUCTURAL TUBE TOP CHORD 6"x6"xl' ASTM ASOO GR B OR C HSS STRUCTURAL TUBE BTM GIRDER 3l'x3�"xfii"" ASTM ASOO GR B OR C HSS STRUCTURAL TUBE VERT. WEB 2"x2"x¾" ASTM A500 GR B OR C HSS STRUCTURAL TUBE DIAGONAL WEB 6"x6"xf" ASTM A500 GR B OR C HSS STRUCTURAL TUBE THRESHOLD L1f"x1{"x¾" ASTM A36 STL ANGLE HORZ. RAILING L3"x3"x¾" ASTM A36 CONTINUOUS STL ANGLE PERIMETER GRATING SUPPORT 2"x2"xf6" ASTM ASOO GR B OR C HSS STRUCTURAL TUBE BRACING W6x15 ASTM A992 STRUCTURAL WIDE FLANGE BEAM CONTINUOUS JOIST PUL TRUDE□ FIBERGLASS POLYESTER GRATING SHALL BE SIMILAR OR EQUAL TO G" SRTI RT OS NUGR WF AECL LE". CO OU RN AT GR ARCI DT OT -RB ASRH AGLRL ASTUI NBGM IMT OMDF ERL' sNSoT. ATN- 1D2 A0 0R, DL ICGOHNT NGERCATYO wR / HAANRTDI - WS KAI DR E FOR INITIAL REVIEW BEFORE ORDERING. FINISH NOTES: PAALLINPTAININGT PRODUCTS SHALL BE PREMIUM QUALITY LINES AS SUPPLIED BY SA HP PE RL IWC AI NT-IWO NI L LPIRA OM CS EODRUERQE US ASLHUANL LL EBSESDNOONTEEIDN OACT HCEORRWDIASNEC. E W I T H M A N U F A C T U R E R ' S RR EE MC OO MV EM EH NA DR ADTWI OA NR SE , FHOARR EDNWVAI RR OE NA MC CE NE TS AS LO CR OI ENS D, LI TI GI OHNTS FAI XNTDU SRUE RS F, AA CN DE PS RI MEI PL AA RR AI TT EI OMNS. S RW U E H I R N IC F S A H T C A A E L R - L A E OP IN P R L P R IE L E A D M C P O E R V A O E N T PD E R C W O Ti T I l O E l CN N T P O I RO T I N OB F R E R P T OO A M I N S A T U L E R L D F I A PT C E R E M IO S P R . R TEOP APRAAI NT TI OI NNG. ;AOF TR EPRRPOAVI INDTEI N G , PROVIDE THE FOLLOWING PAINT SYSTEMS FOR SUBSTRATES AS INDICATED: PMREITMAEL:S1 TCOT ,BZEI NSCHOCPL APDR I M E D & P A I N T E D : 11 PLUS {OFT 3.0 MIL) FI NI NT IESRHM: 1E DCITA, TAEC: R1 OCLTO, MN A2C1 8R OH PS ,OGX LYO6S4S6 (SOEF (TO6F. T0 1M0I L. 0) M I L ) DIVISION 03 -CONCRETE 1. RREEIINNFFOORRCCIENMGEBNATR: S: ASTM A 615. GRADE 60, DEFORMED. WASE-LDDREADWWN ISRTEEFEALBWRIICRE{\/I1N/WTO.FF): LAASTTSMHAEE1T8S5,. PLAIN, FABRICATED FROM 2 S MA L C A I C N P U E D S F O S A W C O T E R L U IE R S S E Y : DSTFERMO:MCOPMOLPYRPISREODPOYLFEANEREPULSAASBTLICE BASE AND A PLASTIC SLEEVE SIMILAR OR EQUAL TO SIKA® SPEED DOWEL. ET PY POEXSY 1A, 1 1N, CI VH, OVR, GI NRGA ADDE H3E, SC ILVAES: SA SBT&MCC, S8 8I M1 I, LTAWROO- CR OEMQPUOA NL ETNOTSEI MP PO SX OY NR ES ST IRNO, N G - T I E S E T - 3 G 3. CONCRETE MATERIALS 4, 5 FPLOYRTALSAHNDASCTEMMECN6T1:8ACSLTAMSCS F15. 0, TYPE I, GRAY. SBLLAENGDCEEDMHEYNDTR: AASUTLMICCC9E8M9E, NGTR:AADSET1M0C0 O59R5,1T20Y.PE IP, PORTLANO-POZZOLAN CEMENT. NF IONRE MAAGLG- WR EE GI GAHTTE :AFGRGEREE OG FA TMEAST: EARSI TA ML SCW3 I3T, HC DL AE SL ES T3EMR CI OOUASR RS EE AACGTGI VRI TE YG AT TOEAOL KRABL EI TI NT ECRE , MGERNAT D. E D . AIR-ENTRAINING ADMIXTURE: ASTM C 260. CA DH EMMI XI TCUA RL EASD MA NI XDT UT HR AE TS DCOE RN TOITF ICE ODNBTYRMI BAUNTUEFWA CATTUE RR E- SRO TL UO BBLEE CCOHML PO ARTI DI BE L EI O WN Sf f EHXOCTEHEEDRI N G T H O S E PWEARTMEIRT T- RE DE DI NU CHIANRGDAEDNME IDX TCUORNEC: RAESTTEM. C 4 9 4 , T Y P E A HWI GA THE- RRA- RNEGDEU, CWI NA GT EARN- RD ERDEUTCAI RN DG I NA GD MA IDX MT UI XRT EU: RAES: TAMS CT M4 9C4 4, T9 4Y , PTEY FP E D WWAATTEERR:-RAESDTUMCCIN9G4 AANNDO APCOCTAELBELRE.ATING ADMIXTURES: ASTM C 494. TYPE E B M C U U O R R IS L IN T A G U P R - M P E O A -R L T E Y E T E R A T IA I H N L Y I S N L : EGNCEOSVHEERE: TA.STM C 171, POLYETHYLENE FILM OR WHITE WATER: POTABLE. F MC O O IN U N I N M C D U R A M E T T C I E O O N MM I W P XT R A U E L R L S S S E , S IV F A E O N O SD T T IR B N E E G N A S G M A T S N H : D : 4B, 5E0A0MPSS· INAOTR2M8 ADLA- WY SE.I G H T C O N C R E T E . ME XAPXOI MSUUMR EWC/ CA TREAGT OI OR: Y0: 4F 35 SA LI RU MC OP NLTI ME INTT: 3: 6I NPCEHRECSE NMTA XF IOMRU1M- I FN OCOHTNI NOGMSI N; A4 LI NMCAHXEI SM UMMA XAI GMGU RMEWG AA LTLESS I Z E . ME XI NTIEMRUI OMRCSOLMAPBR- OENS -SGI VREA DS ET R: NEONRGMT HA :L4- W, 5 0E 0I GPHSTI CA TO N2 8C RD AE TY SE .. ME XAPXOI MS UU MR EWC/ CA TREAGT OI OR: Y0 : 4F53 SALPUPMRPOXLIIMMAITT:E5 CINECMHEENST.ITIOUS MATERIALS CONTENT: 611 LB.ICU. YD. MAIARXCIMOUNMTEANGTG: R6 EPGEARTCEENSTIZEFO: 1RIN1-CINHCH NOMINAL MAXIMUM AGGREGATE SIZE. MINIMUM SYNTHETIC FIBER DOSAGE: 0.75 LB.ICU. YD. BRIDGE DETAILS "<I' 00 "<I' ;:, I- ...J < z ..J <( z ...J co u <( <( ll) < C a:: co z ..... E-, - I- co0 w z Ia:: � z z c < :::, w 0 > I- � 00 u oz � c:: (.) <( w rn a:: 0 u - (!) z 0 � w z a. ...J 0 0 (.) z ...J REVISIONS C • o C BID SET C 1025 Midwc,aem Engin��rs. ln�. 802 West Broadw,1y Street P.O. Box 295 Loogootec. lndimm 47553 DATE MARCH 2025 DESIGN T.M.K. DRAWN M.M.C. Q.C. CHECK R,A,B. PROJECT NUMBER 2024079-00 27 27 OF 29 I FlLE NUMBER I 44583 Do Not Use Plan Previews for Take Off
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