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n September 2017 • Issue 19

o Official IDOT

i s — HIGH-SPEED RAIL H ” u st b o e f the Midw fact sheetEXPERIENCE IT YOURSELF

Alton Regional Multimodal Transportation Center Grand Opening

Alton is home to The new Alton Regional Multimodal Transportation Center opened the local legend

in September 2017, providing multiple connections between Madison of the Piasa Bird.

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County Transit service,l and local bicycle and pedestrian

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accommodations.o This 8,000-square-foot facility encompasses a i s passenger rail station— as well as eight bays for the new Madison H ” u t County Transit transferb hub, 227es parking spaces, 12 bike lockers and six of w bike racks. The energy-efficient the Mid building, which includes LED lighting and modern doors and windows, will have a ticket agent and amenities such as a heated and air-conditioned waiting room, interior and exterior seating, free Wi-Fi,ILLINOIS modern security systems, restrooms, drinking fountains,HIGH-SPEED and a commemorative display of the prior station and rail history. AdditionalRAIL site amenities include platform canopies, passenger pick-up and drop-off zones, bike and pedestrian paths, a bus terminal and space to handle checked bags in the future. The $14.4 million facility is approximately 1.5 miles northwest of the previous station. Construction costs for the station and platform The seventh and last congressional were funded by a federal grant to the Illinois Department of debate between Transportation as part of the improvements being made to the and Stephen Douglas was  Chicago-to-St. Louis corridor leading to increased safety, reliability, held in Alton in 1858. passenger comfort as well as a decrease in travel time. A federal ...... Transportation Investment Generating Economic Recovery grant obtained by the City of Alton covered the cost to construct the remainder Before the Civil War,  of the site, including parking, the new transfer Alton was an important town for hub and connections to a local trail network for bicyclists and pedestrians. abolitionists, and was part of the Underground Railroad.

“The City of Alton is pleased to celebrate the opening of the Alton Regional Multimodal Transportation Center. This landmark facility will expand regional transit options and provide opportunities for transit-oriented development adjacent to the new station. We are extremely thankful to our project partners, the Federal Railroad Administration, Illinois Dept. of Transportation, Madison County Transit and Amtrak for their tireless efforts to make this project a reality.”

ALTON MAYOR BRANT WALKER 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

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Illinois Department of B Transportation

VILLAGE OF " 3 1//42 11 2 FLOOR PLAN LEGEND C EXPERIENCE IT YOURSELF. .) 11 1 0' .) .I.F 1 /2" -0 1 DWIGHT .I.F " (V " 5 1 1 /8" 30'- (V 1/8 '-8" 3/8 A-400 /4" 2'-8 (V 0 1 /8" '-0 12 5 T " .I.F /8" '-0 1 20 W O .) (V. 1 WALL SECTION TAG 30 ELO WA I.F. HIGH-SPEED RAIL B /8" 7' LL ) A-500 ALL 7 1 1 -7 1 BE W 7'- /8" LO 3'-7 F.) TO W 1/ TRAIN STATION 2 V.I. 8" ( 4 Media-related  " ( V.I. 1/8 9" 3'- F.) 3'-7 3'- 9" 1 BUILDING SECTION TAG questions contact: Fast Facts1 8" 7 A-410 1/ '-5 D 5 1 7'- A-410 /8" 1 " 1 10 5 Dwight, IL IDOT 0'-0 '-4" '-4" '-0 S3A WALL TYPE - SEE A-110 1 1 BUILDING WORK POINT #1 " Guy Tridgell Construction contract value: CORNER OF MASONRY AT " 7' (312) 793-4199 7'-3 $14.4 million BENCH. CENTER LINE OF -3" 101 DOOR NUMBER [email protected] COLUMN LINE 3 AND 3'-5 5/8" 1 '-5" NORTH OF COLUMN LINE A '-5 1 " ROOM NAME ARCHITECT 101 ROOM NAME AND NUMBER

E Total number of vehicle 1 8 6 Legat Architects Mark Davis A-500 1 (402) 544-5459 parking spaces: 227 A-611 A-611 2015 Spring Road, Suite 175 4 A-600 2 [email protected] INTERIOR ELEVATION TAG Oak Brook, IL 60523 3 P. 630.990.3535 Total number of bike parking 1'-4" HIGH SEATING 3 A-613 www.legat.com Amtrak WALL WITH NATURAL 1 spaces: 6 bike racks & CUT STONE FACING AND Marc Magliari EXTERIOR BUILDING ELEVATION TAG CIVIL ENGINEER F 4'-0 NATURAL STONE CAP A-400 (312) 544-5390 12 bike lockers " TY PIC WITH 2" OVERHANG Mackie Consultants MediaRelationsChicago@ AL E.S.C. J OIN amtrak.com H.C.P. TS H.C.P. 0 COLUMN TAG AND COLUMN CENTERLINE 9575 W. Higgins Road, Suite 500

Platform length: 3'-5 5/8" Rosemont, IL 60018 E.C.S. P. 847.696.1400 A A 1 3 500 feet www.mackieconsult.com A-200 CURTAIN WALL ELEVATION TAG A-500 1

G '- 6 STRUCTURAL ENGINEER Non-media related " 3 Station building size: " LIGHTER DASHED LINE REPRESENTS 8 2 P.I.D.S. PASSENGER INFORMATION DISPLAY " '-8 Rubinos & Mesia Engineers questions contact: A-810 3/8 3/8 OUTERMOST EDGE OF ROOFING SYSTEM 8,000 square feet '-8 " 2 8 '-0" OVERHANG 3 1 " 200 S. Michigan Ave., Suite 1500 1 O.H. 6 EJ '- - FE FIRE EXTINGUISHER - WALL MOUNTED IDOT 4 ' EJ Chicago, IL 60604 " 1 TY HEAVY DASHED LINES REPRESENTS " 3' P. John Oimoen 3'-6 -6" 101A EDGE OF TOP FLANGE OF MAIN ROOF P. 312.870.6600 101B A-600 A-600 RECESSED FIRE EXTINGUISHER AND FRAMING MEMBERS www.rme-i.com (312) 793-4222 EJ 5 H.C.P. EJ FEC CABINET H 3 0" 5 ALTERNATE BID DESCRIPTIONS '- -1 '-1 JANITOR [email protected] 4 5' A-611 0" " BUILT-IN COUNTER AT M.E.P. ENGINEER H.C.P. 103 ALTERNATE BID #1 PROVIDE PORTLAND CONCRETE FD FLOOR DRAIN AMTRAK IT. STATION AMENITIESSTANDING HEIGHT INCLUDE:WITH ADA 103 1 E.C.S. S3A(1) Sigma Engineering Union Pacific Railroad 102 '- ACCESSIBLE SECTIONS AT ENDS CEMENT IN LIEU OF HOT MIX ASPHALT 4 FD EWC ELECTRIC WATER COOLER 102 " • Heated/air-conditioned DOWNSPOUT ABOVE - AT THE PROPOSED ACCESS DRIVE. Liisa Stark EJ 8 1" (10) FIXED BEAM SEATS E.C.S. EJ 27 E. Monroe Street, Suite 700 '- 9'- 1 S3A-M4 TYPICAL Chicago, IL 60603 (312) 777-2002 1 waiting room S3A-T(1) ALTERNATE BID #2 PROVIDE ADDITIONAL LANDSCAPE HEWC HANDICAPPED ACCESSIBLE ELECTRIC /2 P. 312.360.0359 [email protected] " WALL ABOVE S3A-M4 IMPROVEMENTS. WATER COOLER

I S3A • Interior & exterior seating " www.sigmachicago.com 104 4 " 2 3 3 - 2 ' VEND ' 4 QT QWIK TRAK TICKETING KIOSK - '- 3 / 4 4 4 S3A-T(1)-M4 3 ALTERNATE BID #3 PROVIDE SOD IN LIEU OF SEED AT ALL " S3A(1) AmtrakA-410 3 '- 4 A-410 (NOT IN CONTRACT) LANDSCAPE ARCHITECT / 0 1 '- " 4 " 0 WAITING • Free Wi-Fi 4 LOCATIONS. " 3 - T '- TOILET ' Derrick James J Y 8 3 O FD " VEND VENDING MACHINE P 101 Site Design Group I S3A(1)-M4 (312) 544-5118 N IC • Modern security systems 104 ALTERNATE BID #4 PROVIDE PORTLAND CONCRETE CEMENT (NOT IN CONTRACT) T A ELECTRICAL VEND S L " A-600 IN LIEU OF HOT MIX ASPHALT AT THE 888 South Michigan Avenue, Suite 1000 GovernmentAffairsCHI@ 108 1/8 FD 3'-0 A-600 • Energy-efficient2 features PROPOSED PARKING LOT. E.C.S. ENTRY CONTROL SYSTEM CARD READER Chicago, IL 60605 amtrak.com 8 B1 '- EWC DEVICE P. 312.427.7240 0 3 S3A(1)-T(1) " QT J " 2 7/8 • Restrooms ALTERNATE BID #5 PROVIDE WEST JAMES STREET www.site-design.com 6'-0 H.C.P. HANDICAPPED ACCESSIBLE DOOR 1 IMPROVEMENTS. A-810 '- 4 HEWC PUSH PAD A1 QT " STATION PLATFORM 1" • Drinking fountains 1 1 108 E.C.S. ALTERNATE BID #6 PROVIDE SOUTH COLUMBIA STREET 6 FEC '- 3 3 CJ MASONRY CONTROL JOINT 0 4 Hanson Professional Services '- IMPROVEMENTS. " 4 • Platform canopies A-410 S3A " MAGAZINE/ S3A-T(1)-M4 7'-4 A-410 815 Commerce Drive, Suite 200 SIM BROCHURE " M EJ " O.H. OPPOSITE HAND FE 107 IN 0 . '- Oak Brook, IL 60523 EJ HOLDER • Commemorative display of 0 S3A(1)-T(1) 2 "

K 8 P. 630.990.3800 1 E.C.S. A-600 '- NFSC NON-FREEZE SILL COCK 2 prior station7 and rail history " 9 3 0 105 FD '- 1 www.hanson-inc.com '- A-501 0 A-610 3 EXPERIENCE IT YOURSELF. " P.I.D.S. TOILET 2 S3A-M4 •5 Vehicle & bicycle parking VEHICLE ACCESS & CIRCULATION 3 S3A(1)-M4 L 3 1 105 ' 1 6 A - 5 0 4 S3A(1) ' C GENERAL NOTES For additional information " '- - • PassengerE.C.S. pick-up & I 4 KLOA 4 0 A-610 S3A-T(1) P " " S 4 5 MECH / WATER Y A-400 / T T and business opportunities 3 8 A. WHERE CONFLICTS EXIST WITHIN THE CONTRACT J. COLUMN CENTERLINES ARE SHOWN ON THE drop-off6 zone " IN 9575 W. Higgins Road, Suite 400 '- " 0 0 " 106 '- O /4 107 J DOCUMENTS, OR BETWEEN THE CONTRACT DOCUMENTS ARCHITECTURAL DRAWINGS FOR REFERENCE ONLY. Rosemont, IL 60018 regarding the Illinois 1 1 H.C.P. A-610 4 L 3 / '-4 2 7 STORAGE REFER TO THE STRUCTURAL DRAWINGS FOR ANY A-400 " • Bike & pedestrian paths AND APPLICABLE STANDARDS, CODES, AND ORDINANCES, P. 847.518.9990 High-Speed Rail program, O.H. FD 106 SKATEBOARD STONE PROTECTION - THE MORE STRINGENT, OR GREATER QUALITY DIMENSION NOT INDICATED ON THE ARCHITECTURAL www.kloainc.com please visit the official FD REQUIREMENTS SHALL APPLY. LARGE-SCALE DRAWINGS DRAWINGS. S6A-M4 • Bus terminal S6A-M4 TYPICAL - SEE SPECIFICATIONS High-Speed Rail sites: S3A(1) TAKE PRECEDENCE OVER SMALL-SCALE DRAWINGS, SECURITY DESIGN S3A(1) 1 FIGURED DIMENSIONS OVER SCALED DIMENSIONS AND K. SLOPE ALL CONCRETE FLOOR SLABS, AT ALL LOCATIONS, 1 • Provision for future capability CONDENSING UNITS ON " 101 NOTED MATERIALS OVER GRAPHIC REPRESENTATION. TO ANY FLOOR DRAIN OR TRENCH DRAIN, AT A MINIMUM Aon www.idothsr.org4" CONCRETE PAD - to handle checked baggage SLOPE OF 1/4" PER FOOT, OR TO ELEVATIONS SHOWN ON 4 Overlook Point EJ REFER TO MECHANICAL EJ 1 B. GENERAL CONTRACTOR SHALL REPORT ALL PLANS. Lincolnshire, IL 60069

M DRAWINGS 1 4 E.C.S. A-300 P. 847.442.6300 0 • ADA accessible DISCREPANCIES OR DIMENSION ISSUES TO THE www.facebook.com/ '- " 5 6 F. 847.442.6500 ' EJ 4 " - H.C.P. EJ / 4 ARCHITECT PRIOR TO PRODUCING SHOP DRAWINGS OR L. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR EXTENT 6 1 1 - / ' www.aonsecurity.com IllinoisHighSpeedRail 1 2 E.C.S. 6 0 B2 / " E.C.S. - 1 BEGINNING ANY WORK. AND LOCATION OF ASPHALT PAVING, CONCRETE 4 A-600 ' " H.C.P. 1 5 SIDEWALKS, AND LANDSCAPING AREAS. '-0" 0'-0 H.C.P. Project Hotline: 10 " C. REFER TO THE PROJECT MANUAL FOR PRODUCTS, H.C.P. H.C.P. A2 1 7 " M. AT LOCATIONS OF EXTERIOR EXITS FROM THE BUILDING, 5 MATERIALS, AND PROCEDURES NOT IDENTIFIED ON THE 1-855-IDOT HSR '- " ABOUT THE PROJECT - 5 ' " GAS METER VESTIBULE 1 DRAWINGS. PROVIDE CONCRETE STOOPS AND WALKS AS SHOWN ON

N (436-8477) The Illinois High-Speed Rail project is approximately 284 miles long with Amtrak trains5 THE ARCHITECTURAL, STRUCTURAL AND CIVIL DRAWINGS, 3 100 " 3 '- - B3 D. REFER TO THE PROJECT MANUAL FOR INFORMATION AND WITH WALKS SLOPING TO STOOP ELEVATION. 3 A-610 ' operating primarily on Union Pacific Railroad track. Improvements on the route will 3 " DESCRIPTION OF ALTERNATE BID ITEMS. allowDOWNSPOUT passenger rail service from Chicago to St. Louis to operate at higher speeds with O.H. N. REFER TO SHEET A-300 FOR ALL MOUNTING HEIGHTS. 3 ABOVE -TYPICAL " 100A 100 4 E. DIMENSIONS ARE INDICATED FOR BIDDING PURPOSES ONLY A3 '- / increased3 safety and reliability. The project is expected to be complete in 2018. 1

1 3 AND SHALL BE FIELD VERIFIED PRIOR TO FABRICATION. O. THE FIRST FLOOR PLAN - LOWER VIEW IS INTENDED TO 5 0° 25 - /4 25.0 .00° ' " 3 SHOW THE LOCATION OF THE WALLS AT GRADE LEVEL, A-610 SIGNATURE F. ANY AND ALL CONCRETE EQUIPMENT PADS ARE TO BE NOT INCLUDING STONE CAPS, SILLS OR TRIM.

O PROVIDED BY THE RESPECTIVE CONTRACTORS ASSIGNED DATE TO THAT WORK. CONCRETE PADS MUST BE VERIFIED FOR P. REFER TO FIRST FLOOR PLAN - UPPER VIEW FOR WALL 6 " 0 REVISIONS '- - SIZE PRIOR TO SUBMITTING SHOP DRAWINGS. PROVIDE 45 TYPE DESIGNATIONS, STONE CAPS, SILLS AND TRIM, www.idothsr.org • Issue 19 Printed using soy-based inks on recycled0 paper. © 2017 Illinois Department of Transportation HSR# 091117 ' " 6 2 DEGREE CONTINUOUS CHAMFER AT ALL EDGES. RUB AND ELEVATION AND SECTION TAGS AND OTHER INFORMATION B 0 " B NO. DESCRIPTION DATE 3 '- - 3 ' GRIND SMOOTH ALL SURFACES AND APPLY CONCRETE NOT SHOWN ON LOWER VIEW PLAN. " 0 2 SEALER. 2'-6 1/2" Q. ALL VENDING AND QWIK TRAK MACHINES ARE SHOWN 3 " 4 P '- / 1 3 G. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOR COORDINATION PURPOSES ONLY AND MAY OR MAY

3 4 1 - /4 ' PROTECTION OF COMPLETED WORK INCLUDING, BUT NOT NOT ACTUALLY BE PROVIDED BY THE OWNER OR AMTRAK. 3 " A-610 LIMITED TO FINISHES, EQUIPMENT, AND FURNITURE, FOR THE DURATION OF THE ENTIRE PROJECT. THE REPAIR OR R. ALL PLAN DIMENSIONS WITHOUT "V.I.F." DIMENSIONS ARE "

4'-11 5/8" 4'-11 3 1 '- - 1 ' REPLACEMENT OF ANY DAMAGED WORK SHALL BE THE FIXED AND TAKE PRIORITY OVER OTHER DIMENSIONS " 3 SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR. PROJECT NUMBER 211078.100 1 " 6 '- - 6 ' " 1 H. GENERAL CONTRACTOR TO IMMEDIATELY NOTIFY OWNER DATE OF ISSUE 02.23.2015

Q 1'-7 1/4" AND ARCHITECT IF ANY EXISTING UNDERGROUND UTILITY DRAWN BY SP LINES ARE DAMAGED DURING EXCAVATION OR CHECKED BY MCR BUILDING WORK POINT #2 CONSTRUCTION. CORNER OF ALUMINUM CURTAIN WALL 3 MULLIONS/ FOUNDATION WALL CENTER I. STEEL LINTELS ARE REQUIRED AT ALL MASONRY OPENINGS LINE OF COLUMN LINE 3 AND 2'-6 1/2" AND RECESSES IN BOTH LOAD-BEARING AND NON-LOAD FIRST FLOOR PLAN - SOUTH OF COLUMN LINE B 2 BEARING WALLS INDICATED ON ARCHITECTURAL, UPPER VIEW, NOTES

R MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. BUILDING WORK POINT #3 A-400 REFER TO THE LINTEL NOTES AND LINTEL SCHEDULE ON AND LEGEND CORNER OF TOP FLANGE OF MAIN THE STRUCTURAL DRAWINGS FOR LINTEL REQUIREMENTS ROOF STEEL FRAMING MEMBERS AND SIZES NOT OTHERWISE INDICATED ON THE STRUCTURAL DRAWINGS. FIRST FLOOR PLAN - UPPER VIEW N N S 1 1/4" = 1'-0" 0' 4' 8' 16' A-110 PLAN NORTH TRUE NORTH FINAL DOCUMENTS ISSUED FOR BID