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SEMENT <br />ST-5 <br />414 <br />CONSTRUCTION NOTES <br />PB INACE T H 10 E.B IWBTHIDI T.H.10 W.B <br />(EBTHIO <br />THE 2018 EDITION OF THE MINNESOTA DEPARTMENT OF TRANSPORTATION <br />MIANDARE SPECIFICATIONS FOR CONSTRUCTION" SHALL GOVERN. <br />SEE SPECIAL PROVISIONS FOR ALL XXXX.69X SERIES PAY ITEMS FOR <br />ADDITIONAL REQUIREMENTS (EXAMPLE 2411.618) <br />THE BAR SIZES SHOWN IN THIS PLAN ARE IN U.S. CUSTOMARY DESIGNATIONS. <br />BARS MARKED WITH THE SUFFIX "E" SHALL BE EPDXY COATED IN <br />ACCORDANCE WITH SPEC.3301 <br />THE SUBSURFACE UTILITY INFORMATION M THIS PLAN IS UTILITY QUALM', <br />LEVEL D THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TD <br />THE GUIDELINES OF Cl/ASCE 38-02,ENTITLED "STANDARD GUIDELINES FOR <br />THE COLLECTION AND DEPICTION OF EXISTING SUBSURFACE UTILITY DATA". <br />SHALL <br />BRIDGE SEAT REINFORCEMENT SHALL BE CAREFULLY PLACED TO AVOID <br />INTERFERENCE MIN DRILLING HOLES FOR ANCHOR PODS THE BEAMS <br />BE ERECTED I RODS. <br />POSITION PRIOR TO DRILLING HOLES FOR <br />AND <br />FOR ADDITIONAL NOTES AND SUMMARY OF DUANTITIES,SEE SHEET 3 <br />MINNESOTA PROJECT NO. S.F. MNDOT RENEW UNIT: BENJAMIN JILK <br />PROPOSED TYPE OF STRUCTURE DESIGN DATA <br />SUPERSTRUCTURE. M PRESTRESSED I. CONCRETE BEAMS <br />SIMPLESPANS7" MIN CONCRETE DECK <br />2 PREFAB STEEL <br />TRUSS <br />SIMPLE SPANS <br />MIN.CONCRETE DECK <br />ALL BARS EPDXY COATED <br />DESIGNED IN ACCORDANCE WITH THE <br />SPECIFICATIDNS.SUPPLEMENTED WITH <br />THE 2009 MFG. GUIDE SPECIFICATIONS <br />PEDESTRIANrolz THE DESIGN OF BRIDGES (AND CURRENT INTER./ <br />HIO LIVE LOAD (VEHICULAR) <br />TO <br />3 WSIMPLE SPAN REINFORCED <br />BEAMS TES <br />REINCFORRED CONCRET7" MIN CONCRETE DECK E. <br />ALL BARS EPDXY COATED fy = ESEDOETEENT <br />PRESTRESSED <br />REINFORCED CONCRETE SLAB & <br />A. IN( IX rw = ANDS <br />RELAXATION s <br />ALL BARS EPDXVE COATED M 0.75 fpu °FORIINIIIIAL PRESTRESS STRANDS <br />STRUCTURAL STEEL (PAINTED) <br />SUBSTRUCTURE: fy = 36 K5I SPEC 3306 <br />RECTANGULAR( HELIX COLUMNS 3709 <br />SUPPORTED ON SPREAD FOOTINGS TUBING = 50 KSI SPEC (RAILING/SPEC <br />TUBING TYPE C (TRUSS] SPEC 3361 <br />LIST OF SHEETS <br />I TITLE <br />2 GENERAL PLAN & ELEVATION <br />3. QUANTITIES AND GENERAL NOTES <br />4 - 5 TYPICAL SECTIONS <br />6 ARCHITECTURAL DETAILS 28 - 45 HELIX COLUMN J THRU B DETAILS & REINF. <br />46 - 49 HELIX BAR LISTS AND QUANTITIES <br />50 - 61 PIER I THRU PIER 6 DEIAILSN, <br />64 FRAMING PLAN <br />65 - TO SUPERSTRUCTURE DETAILS & REINFORCEMENT <br />T - 73 CONCRETEDETAILS <br />Tn STEEL BEAM DETAILS <br />75 - 79 RAILING DETAILS <br />80 DRAINAGE DETAILS <br />81 LIGHTING DETAILS <br />- 8 PREFABRICATEDTRUSS DETAILS <br />DETAILS84 WATERPROOF EXPANSION DEVICE <br />85 CONCRETE CURB WITH RAILING <br />9 AS-BUILTBRIDGE DATA <br />92 96 BRIDGE. SURVEY PLAN AND PROFILE <br />97 - 98 SOIL BORINGS <br />99 ROADWAY TYPICAL SECTION <br />TOTAL PLAN SHEETS = 99 <br />®&BOLTON <br />MENK <br />APPROVED <br />,Pov1O1 <br />CITY OF RAMSEY <br />DATE <br />MINNESOTA DEPARTMENT OF TRANSPORTATION <br />BRIDGE NO. 02053 <br />ON SPREAD FOOTINGS DESIGN SPEED m�awm <br />OVER X MADECK AREA 1332SAE UNDERO. A 60001II( CHATP <br />JOB NO. T9Y620 S.A.P. 199-010-012PRo <br />RECTANGULAR COLUMN PIER SUPPORTED <br />iDE 02{SPA 5, 41 <br />CORK RRRE 02053 <br />I <br />SHEET NO. 1 OF 99 <br />