HISTORIC PRESERVATION COMMISSION AGENDA REGULAR MEETING. October 11, :30 p.m. LEMONT VILLAGE HALL 418 MAIN STREET

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1 418 Main Street Lemont, IL I. CALL TO ORDER HISTORIC PRESERVATION COMMISSION AGENDA REGULAR MEETING October 11, :30 p.m. LEMONT VILLAGE HALL 418 MAIN STREET II. III. IV. ROLL CALL APPROVAL OF MINUTES CHAIRMAN S REPORT V. PUBLIC HEARINGS VI. APPLICATIONS A. Certificate of Appropriateness for site development at 220 Illinois Street (St. James Academy) B. Certificate of Appropriateness for residing at 114 Stephen Street VII. VIII. NEW BUSINESS OLD BUSINESS A. St. Patrick s Church IX. AUDIENCE PARTICIPATION X. ADJOURN Page 1

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4 220 E Illinois St October 9, : mi km Cook County GIS D ept - Im agery from Cook County. All Cook County geospatial data and maps are copyrighted. All m aterials appearing on the w eb site are transm itted without warranty of any kind and are subject to the terms of the disclaimer.

5 13'-0" 2'-65'-0"NEW PARKING LOT & TERRACE 4'-0"E X I S T I N G C U R B E X I S T I N G R E T A I N I N G W A L L 220 ILLINOIS STREET LEMONT, ILLINOIS EXISTING STAIR BOTTOM / STAIR EL = '-0" 6'-0 " 1'-0" 10 RISERS P L A N T I N G E X I S T I N G G R E E N S P A C E E X I S T I N G S I D E W A L K 2'-0" 19'-8" 2'-0" 10'- 8" 1' -0" TERRACE EL = P L A N T I N G P L A N T I N G SIDEWALK EL = "6'-0" TERRACE EL = P L A N T I N G T E R R A C E 400 S.F n. batistich, architects MEADOWBROOK OFFICE CENTER 16W475 S. FRONTAGE RD., SUITE 201 BURR RIDGE, IL (630) LIST OF DRAWINGS A 1 SITE PLAN A 2 FOUNDATION PLAN & SECTIONS A 3 ELEVATIONS A 4 STAIR SECTION CODES REFERENCED (W/ LEMONT AMEMDMENTS) 2006 INTERNATIONAL BUILDING CODE 2006 INTERNATIONAL PROPERTY MAINTENANCE CODE LEMONT U.D.O. GENERAL NOTES VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD AND NOTIFY THE ARCHITECT OF ANY DISCREPANCIES WITH THE EXISTING BEFORE THE CONTRACTOR PROCEEDS WITH THE WORK ALL WORK SHALL CONFORM TO THE REQUIREMENTS WITHIN THE CURRENT EDITIONS OF ALL LOCAL, STATE, AND FEDERAL APPLICABLE CODES ADOPTED BY THE LOCAL JURISDICTION. EACH TRADE SHALL BE HELD RESPONSIBLE FOR THE KNOWLEDGE OF THE CONSTRUCTION DOCUMENTS AND THE APPLICABLE BUILDING CODES. SCHEDULING BEFORE COMMENCING WITH ANY ALTERATION OR DEMOLITION WORK, SUBMIT FOR REVIEW TO THE ARCHITECT AND APPROVAL BY THE OWNER A SCHEDULE SHOWING COMMENCEMENT, THE ORDER, AND THE COMPLETION DATES FOR THE VARIOUS PARTS OF THIS WORK. PROTECTION MAKE SUCH EXPLORATION AND PROBES THAT ARE NECESSARY TO ASCERTAIN ANY PROTECTIVE MEASURE BEFORE PROCEEDING WITH THE DEMOLITION AND REMOVAL. PROVIDE BARRIERS, WARNING SIGNS, AND OTHER ITEMS AS REQUIRED FOR THE PROTECTION OF THE WORKMEN ENGAGED IN THE DEMOLITION. TAKE NECESSARY PRECAUTIONS TO PREVENT DUST AND DIRT FROM RISING. PROTECT UNALTERED PORTIONS OF THE EXISTING BUILDING UNDER THIS SECTION BY ADEQUATE MEANS. CONDUCT OPERATIONS WITH MINIMUM TRAFFIC INTERFERENCE. COMPLY WITH THE GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTIONS. EXISTING AREAS, CONSTRUCTION, PRODUCTS, MATERIALS, AND EQUIPTMENT TO REMAIN SHALL BE PROTECTED FROM DAMAGE. WORKMANSHIP EXECUTE THE WORK IN A CAREFUL AND ORDERLY MANNER WITH THE LEAST POSSIBLE DISTURBANCE TO THE PUBLIC. FINISH NEW AND ADJACENT EXISTING SURFACES AS SPECIFIED FOR THE NEW WORK. CLEAN EXISTING SURFACES OF DIRT, GREASE, LOOSE PAINT, ETC. BEFORE REFINISHING. P L A N T I N G 1 P L A N T I N G 2 " 2'-6" '-0"160 S.F. 5 % SLOPE EXISTING PAVEMENT EL = '-0"24'-0" '-0"13 9'-0" = 117'-0"8'-0" 7' S.F I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY SUPERVISION AND THAT THEY COMPLY TO THE BEST OF MY KNOWLEDGE AND BELIEF WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES DO NOT SCALE DRAWINGS AUG. 30, 2018 PLAN No. REVISIONS DATE: N B NB CONTRACTOR SHALL VERIFY ALL PLAN AND DIMENSIONS AND CONDITIONS ON THE JOB AND SHALL IMMEDIATELY NOTIFY THE ARCHITECTS, IN WRITING, OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK OR BE RESPONSIBLE FOR SAME. DRAWN BY: SHEET No. SCALE: APPROVED BY: A 1 of 4 CUT OUT EMBEDDED ATTACHMENT ITEMS AS REQUIRED TO PROPERLY PROVIDE FOR PATCHING AND REPAIR OF THE RESPECTIVE FINISHES. SITE PLAN - FOR REFERENCE ONLY (SEE SITE DEVELOPMENT DRAWINGS PREPARED BY PAUL K. MORRIS, P.E. SCALE: 1/8" = 1'-0" NEW PARKING LOT ILLINOIS STREET LEMONT, IL

6 6" TOP/CONCRETE ' 5" CONCRETE SLAB W/ 6" X 6" X 8/8 W.W.M. 4" GRAVEL FILL CONCRETE NOTES ALL CONCRETE WORK IS TO BE IN COMPLIANCE WITH A.C.I CAST IN PLACE CONCRETE PORTLAND CEMENT: A.S.T.M. C , TYPE I NORMAL PORTLAND CEMENT #5 BAR - 24" O.C. ASPHALT DAMP PROOFING 8" 1 1/2" 6 1/2" 2- #5 BARS CONTINUOUS VENEER STONE TO MATCH EXISTING BUILDING (3) #5 BARS 12" O.C. 1 1/2" DEEP SAWCUT CONTROL JOINT ALL FOOTINGS SHALL BEAR ON SOLID, UNDISTURBED SOIL OF 3,000 P.S.F. BEARING CAPACITY. NO CONCRETE SHALL BE POURED IN EXCAVATIONS CONTAINING WATER OR SOLID GROUND. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE STRENGTH OF 3000 P.S.I. AT 28 DAYS, 3" MINIMUM SLUMP, WITH A MINIMUM OF 6 BAGS OF CEMENT PER CUBIC YARD OF CONCRETE, NOT MORE THAN 6 GALLONS OF WATER PER BAG OF CEMENT. AGGREGATE FOR NORMAL WEIGHT CONCRETE: ALL FINE AND COURSE AGGREGATE SHALL CONFORM TO A.S.T.M. C WITH CLEAN, HARD, AND UNCOATED PARTICLES. MIXING WATER: CLEAN, FREE FROM OILS OR OTHER INJURIOUS MATERIALS. COMPLY W/ AASHO T26. 2'-2" 7'-8" 10'-0" 2'-6" 2'-0" 5'-6" 8" 6'-4" 8" 4" DIA. DRAIN TILE UNDER MIN. 12" GRAVEL FILL 2- #5 BARS CONTINUOUS 4" DIA. DRAIN TILE - TYPICAL 2'-0" 12'-4" 2'-0" 18'-0" 2'-0" 13'-11" 2'-0" 18'-3" 2'-0" 18'-3" 2'-0" 18'-3" 2'-2" 8" 15'-0" 8" 7'-0" 8" 7" NORTH TERRACE WALL SCALE: 1/2" = 1'-0" 13'-2" 8" 5'-4" 8" 9'-0" PROVIDE # 4 DOWELS, 18" LONG, DRILL & EPOXY INTO EXISTING STONE AT 12" O.C. 12'-0" 1'-0" 7'-5" 10'-0" 6'-0" 1'-0" 9'-0" 2'-0" E X I S T I N G S T O N E F O U N D A T I O N BOTTOM/LEDGE ' #5 BARS BENT 2' x 24" O.C. #5 BARS BENT 2' x 24" O.C. 6" 1'-0" 7'-5" 112'-0" 8" 1 1/2" 6 1/2" 2'-0" SCALE: 1/8" = 1'-0" TOP/CONCRETE ' BOTTOM/LEDGE ' 77'-4" FOUNDATION PLAN 4" DIA. DRAIN TILE - TYPICAL NORTH CONTROL JOINT DETAIL SCALE 1" - 1'-0" 23'-4" 8" 26'-0" 8" 26'-0" 8" 26'-0" 8" 5'-4" 8" 8'-0" 1'-0" 61'-3" 8" 2'-0" 5'-8" 50'-0" 8" THICK WALL 52'-4" 12" THICK WALL REINFORCING BAR MATERIAL SHALL CONFORM TO A.S.T.M. A 615, GRADE 60. WELDED WIRE FABRIC SHALL CONFORM TO A.S.T.M. A 185. REINFORCING DESIGN AND PLACEMENT SHALL BE ACCORDING TO A.C.I PROVIDE FOUNDATION WALL CORNER BAR EQUAL IN SIZE TO HORIZONTAL REINFORCING. PROVIDE CHAIRS TO SUPPORT REINFORCING. PROVIDE A MINIMUM OF 2" COVER ON ALL REINFORCING UNLESS OTHERWISE SPECIFIED. MISCELLANEOUS CONCRETE EXTERIOR SLABS SHALL CONTAIN 6 % AIR ENTRAINMENT WITH 6 BAG MIX MINIMUM. PROVIDE EXPANSION JOINTS AT MAXIMUM INTERVALS OF 15'-0" IN EITHER DIRECTION. SAWCUT CONTROL JOINTS WITHIN 24 HOURS. ANY STOP IN CONCRETE WORK TO BE MADE AT CENTER OF SPAN WITH BULKHEADS AND KEYWAYS. SEE PLAN. FORMWORK DESIGN AND ERECTION SHALL CONFORM WITH THE REQUIREMENTS A.C.I. STANDARD "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". FORMS SHALL CONFORM TO SHAPE, LINES, GRADES, AND DIMENSIONS AS INDICATED ON THE DRAWINGS. SPREAD FOOTINGS SHALL BE KEYED TO RECEIVE FOUNDATION WALLS. 3" X 1 1/2" KEYWAY. BUILT- UP ITEMS SUCH AS INSERTS, ANCHOR BOLTS, SLEEVES, ETC. SHALL BE COORDINATED WITH OTHER TRADES PRIOR TO PLACEMENT OF CONCRETE. #5 BAR - 24" O.C. ASPHALT DAMP PROOFING 4" DIA. DRAIN TILE UNDER MIN. 12" GRAVEL FILL 3- #5 BARS CONTINUOUS EAST NORTH END SCALE: 1/2" = 1'-0" #5 BAR - 24" O.C. ASPHALT DAMP PROOFING 4" DIA. DRAIN TILE UNDER MIN. 12" GRAVEL FILL 3- #5 BARS CONTINUOUS EAST NORTH END SCALE: 1/2" = 1'-0" CONCRETE FLOOR SLABS FLOOR SLABS ARE TO HAVE A CLASS "A" TOLERENCE STEEL TROWLED FINISH. FLOOR SLABS SHALL BE LEVEL, PLAIN SURFACES UNLESS OTHERWISE INDICATED ON THE DRAWINGS. SURFACE SHALL BE PITCHED TO DRAINS AS REQUIRED. CONCRETE FOR ALL SLABS SHALL BE PLACED CONTINUOUSLY BETWEEN CONSTRUCTION JOINTS; CONSOLIDATED BY VIBRATION OR ANY OTHER SUITABLE MEANS; BROUGHT TO THE CORRECT LEVEL WITH A STRAIGHT EDGE AND STRUCK OFF. USE BULL FLOATS OR DARBIES TO PRODUCE A SMOOTH SURFACE FREE FROM HUMPS AND HOLLOWS. THE MAXIMUM VARIATION IN SURFACE TOLERANCE SHALL BE 1/8" IN 10'-0". SPRINKLING OF DRY CEMENT OR A MIXTURE OF DRY CEMENT AND SAND ON THE SURFACES OF THE FRESH CONCRETE TO ABSORB WATER OR TO STIFFEN THE MIX SHALL NOT BE PERMITTED. 1'-0" 11'-5" 6" 1'-0" VARIES 1'- 0 " 1'- 5 " 6" 1'-0" 2'-4" 8" OR 1'-0" SEE PLAN 2'-4" 4'-0" TOP/CONCRETE ' 2- #5 BARS CONTINUOUS VENEER STONE TO MATCH EXISTING BUILDING (3) #5 BARS 12" O.C. BOTTOM/VENEER STONE VARIES #5 BARS BENT 2' x 24" O.C. TOP/CONCRETE ' 2- #5 BARS CONTINUOUS STONE VENEER (3) #5 BARS 12" O.C. GRADE VARIES #5 BARS BENT 2' x 24" O.C. NEW PARKING LOT ILLINOIS STREET LEMONT, IL n. batistich, architects MEADOWBROOK OFFICE CENTER I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY SUPERVISION AND THAT THEY COMPLY TO THE BEST OF MY KNOWLEDGE AND BELIEF WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES DO NOT SCALE DRAWINGS AUG. 30, 2018 PLAN No. REVISIONS DATE: N B NB DRAWN BY: SHEET No. SCALE: 16W475 S. FRONTAGE RD., SUITE 201 BURR RIDGE, IL (630) CONTRACTOR SHALL VERIFY ALL PLAN AND DIMENSIONS AND CONDITIONS ON THE JOB AND SHALL IMMEDIATELY NOTIFY THE ARCHITECTS, IN WRITING, OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK OR BE RESPONSIBLE FOR SAME. APPROVED BY: A 2 of 4

7 3'-6" MINIMUM PLAN No. REVISIONS DATE: N B SHEET No. NB DRAWN BY: SCALE: AUG. 30, 2018 APPROVED BY: DO NOT SCALE DRAWINGS CONTRACTOR SHALL VERIFY ALL PLAN AND DIMENSIONS AND CONDITIONS ON THE JOB AND SHALL IMMEDIATELY NOTIFY THE ARCHITECTS, IN WRITING, OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK OR BE RESPONSIBLE FOR SAME. I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY SUPERVISION AND THAT THEY COMPLY TO THE BEST OF MY KNOWLEDGE AND BELIEF WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES n. batistich, architects MEADOWBROOK OFFICE CENTER 16W475 S. FRONTAGE RD., SUITE 201 BURR RIDGE, IL (630) EAST ELEVATION SCALE 1/4"- 1'-0" NORTH ELEVATION 3'-6" HIGH STEEL GUARDRAILING SYSTEM WITH 1 1/2" DIA. STEEL RAILING EXPOSED CONCRETE TOP/WALL ELEV UPPER TERRACE ELEV LOWER TERRACE ELEV NEW PARKING LOT ILLINOIS STREET LEMONT, IL A 3 of 4 SCALE: 3/16" = 1'-0"

8 DO NOT SCALE DRAWINGS I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME OR UNDER MY SUPERVISION AND THAT THEY COMPLY TO THE BEST OF MY KNOWLEDGE AND BELIEF WITH THE REQUIREMENTS OF THE APPLICABLE BUILDING CODES n. batistich, architects MEADOWBROOK OFFICE CENTER 16W475 S. FRONTAGE RD., SUITE 201 BURR RIDGE, IL (630) CONCRETE SIDEWALK NOTES ALL SIDEWALKS ARE TO BE CLASS "SI" CONCRETE- 5" IN THICKNESS MAXIMUM LONGITUDINAL SLOPE SHALL NOT EXCEED 8 %. SURFACE SHALL HAVE A LIGHT BROOM FINISH WITH 1/2" DEEP FALSE JOINTS 5'-0" O.C. TOP OF LANDING ELEV. = ' 5'-10" 3'-6" GUARDRAILING 2- # 5 BARS CONTINUOUS BENT # 4 BARS AT 24" O.C. 2' X 2' 2- # 5 BARS CONTINUOUS 3'-0" RAILING 10" 7'-11" 7" 5" 8" 5" 1'-6" # 4 BARS CONTINUOUS # 4 BARS AT 12" O.C. 11" 1" 2- # 5 BARS CONTINUOUS BENT # 4 BARS AT 24" O.C. 2' X 2' 2- # 5 BARS CONTINUOUS 5" 8" 5" 1'-6" 2'-0" X 2'-0" STONE PIERS 1" X 1" SQUARE STEEL SPINDLES AT 4 3/4" O.C. 3'-6" HIGH STEEL GUARDRAILING SYSTEM WITH 1 1/2" DIA. STEEL RAILING 1 1/2" DIA, STEEL RAILING ON THE INSIDE OF THE 3'-6" HIGH STEEL GUARDRAILING SYSTEM. FASTEN RAILING TO THE 1 1/2" DIA. POSTS VERTICAL. PROVIDE A CLEAR SPACE OF 1 1/2" 10" 3'-2" 2'-0" 3'-0" CONCRETE STAIR SECTION 10 RISERS AT 7" EACH 9 TREADS AT 11" EACH PLUS 1" NOSING TOP OF SIDEWALK ELEV = ' 2'-2" X 2'-2" X 4" HIGH LIMESTONE CAP WITH DRIP EDGES.040" ALUMINUM COUNTERFLASHING TO GO UNDER THE STONE CAP TOP OF STONE PIERS ELEV. = ' TOP OF CONCRETE WALK ELEV. = ' ELEV. = ' 4- # 5 BARS- VERTICAL ASPHALT DAMPPROOFING 4" DIAMETER DRAIN TILE IN 12" GRAVEL FILL 1'-0" 2'-0" 2'-0" AGGREGATE SUB BASE COURSE SHALL BE MECHANICALLY COMPACTED CLASS CA- 6 STONE BASE PIER SECTION VENEER STONE CONCRETE BLOCK VENEER STONE # 3 STIRRUPS AT 16" O.C. TOP OF FOUNDATION ELEV. = ' GRADE BOTTOM OF FOOTING ELEV. = ' AUG. 30, 2018 PLAN No. REVISIONS DATE: N B NB CONTRACTOR SHALL VERIFY ALL PLAN AND DIMENSIONS AND CONDITIONS ON THE JOB AND SHALL IMMEDIATELY NOTIFY THE ARCHITECTS, IN WRITING, OF ANY DISCREPANCIES BEFORE PROCEEDING WITH WORK OR BE RESPONSIBLE FOR SAME. DRAWN BY: SHEET No. SCALE: APPROVED BY: A 4 of 4 STAIR SECTION SCALE 1/2"- 1'-0" 2'-0" x 1'-0" CONTINUOUS WALL CONCRETE FOOTING WITH 3- # 4 BARS PIER SECTION SCALE 1/2"- 1'-0" NEW PARKING LOT ILLINOIS STREET LEMONT, IL

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