Long Term Occupancy - Panzica Building Corporation

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Intermediate Semitrailer - WB-50 COLFAX AVENUESYCAMORESTREET FIRE ARTS INC.305 E. COLFAX AVECOMMERCE CENTERDEVELOPMENT LLC401 E. COLFAX AVEOHE OHE OHE OHE OHE INDIANA & MICHIGANELECTRIC COMPANY 312E. LASALLE AVE************************************* ******** *********680679681681682682SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN687.25 FF.= 100.006 7 6 . 4 2 ' B sm t S l a b682 GUARD RAILFDC SAN. F.M.x 6 8 6 . 2 1 GINTZ DRIVEPHASE 1BRIDGE ABUTMENT WALLSYCAMORE ST.CB684684684687.25 FF.= 100.00CONTRACTLIMITS33,200 sf 0.76 acFDC COLFAX AVENUE (82.5' R/W)CASCADE SITE60,433 sf 1.39 acWVGenerator10' WIDE BUILDING FOUNDATION& APPURTENANCESENCROACHMENT EASEMENT1 0 'ESMT10' WIDE BUILDING FOUNDATION& APPURTENANCESENCROACHMENT EASEMENT10'ESMT19RUPUPEXISTINGWALL TOREMAIN.X X X5'-0"5'-0"R120'-0"24'-0"STORAGE CONTAINER STORAGE CONTAINER STORAGE CONTAINER 23'-21 4" EXTG XXXXXXXXXXXXXXXXXXXXXXXXXXXXCONSTRUCTIONTRAILERWILLSCOT FLEXEXCAVATE THIS AREA TO T/F EL.674.75, THEN BRING IN #53AGGREGATE TO MAKE CRANE PADAND RAMP (GRAVEL TO BE REUSEDFOR BASEMENT PAVEMENT BASE.)5'-0"(78) STALLS TOTAL76 - 100 CARS - (4) ADA STALLS REQ'D.(4) REQ'D. < (4) TOTAL PROVIDEDX X X X X X X X X X X EXISTING STORMWATER RETENTIONDRYWELLS TO REMAIN.24'-0"98'-0"10'-0"1 0 ' - 0 "4'-0"EXISTING WALLTO REMAIN.MIN 3' CLEAR140'-0"10'-0"20'-0"150'-0"58'-9"10'-0"±20'FIREHYDRANTACCESS41'-0"±27'SheetOfReproduction or use withoutexpress written consent isprohibited.BUILDING CORPORATIONDate416 East Monroe StreetSuite 320South Bend, IN 46601574.234.0124500525Project #File #Job DescriptionPanzicaConstructionGroup312 East Colfax Avenue at the St. Joseph River South Bend, Indiana 46617www.panzica.netMixed Use DevelopmentRevisionsThese drawings are property ofPanzica Building Corp.Copyright © 2026 All rights reservedThese drawings are property of Panzica Building Corporation 1"1/2"0 2"SCALE: 1" = 20'10'20'040'1SCALE 1" = 20'CONSTRUCTION OPERATIONS DRAWINGSite Construction Operations PlanC100-OPJanuary 12, 2026TOWER CRANESTRUCTUREWITH 120' BOOM .9' x 9' STRUCTUREOPENING FORTOWER CRANE.CONSTRUCTION PARKINGTO BE LOCATED HERE.PROPERTY LINE.EXISTING CURB AND WALK TOBE DEMOLISHED AND REMOVEDBY CITY OF SOUTH BEND.PROPOSEDNEW CURB LINE.EXISTING CURB ANDWALK TO BE DEMOED.TEMPORARY EARTH RESTRAINING (TERS) NOTES:1.TERS CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING, DRIVING AND REMOVALOF ALL TERS SHOWN ON THESE PLANS.2.TERS CONTRACTOR SHALL BE RESPONSIBLE FOR JOBSITE SAFETY SPECIFIC TO HISOPERATION UPON THE SITE. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR OVERALL JOBSITE SAFETY, WITH THE EXCEPTION OF THE TERS CONTRACTOR'SOPERATION.3.THE TERS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION WITH THEEARTHWORK CONTRACTOR FOR USE OF THE SITE AREAS REQUIRED, AND FOR THEPHASING OF THE WORK.4.ALL WORK, EQUIPMENT AND MATERIALS SHALL NOT INFRINGE UPON THE FREE USE OFTHE EAST SIDE OF THE DRIVEWAY ON THE EAST SIDE OF THE SITE. EQUIPMENT,MATERIALS, AND WORK SHALL OCCUPY AND BE LIMITED TO THE SITE SPACE ON THEFOUNDATION SIDE OF THE TERS WALL.5.PRIOR TO DRIVING ANY PILES, THE EARTHWORK CONTRACTOR SHALL REMOVE ALLSURFACE OBSTRUCTIONS, PAVEMENTS AND UTILITIES FOR A MINIMUM WIDTH OF 5FEET EAST AND SOUTH OF THE PROPOSED WALL, AND A MINIMUM WIDTH OF 25 FEETWEST AND NORTH OF SAID WALL.6.TERS CONTRACTOR SHALL LIMIT HIS WORKING HOURS TO THE PERIOD OF 8:30 AM. TO4:30 PM. AND SHALL OBSERVE NECESSARY CESSATIONS OF WORK WHEN CHILDRENOR EMERGENCY VEHICLES ARE PRESENT OR NEAR THE SITE.7.TERS CONTRACTOR SHALL BE RESPONSIBLE FOR ASSURING THAT THE MEANS ANDMETHODS OF PILING INSTALLATION WILL NOT CAUSE DAMAGE TO THE NEARBYSTRUCTURES, PERSON(S) AND PROPERTY, AND SHALL INDEMNIFY, HOLD HARMLESS,AND DEFEND THE DEVELOPER/OWNER/ARCHITECT/ENGINEER FOR DAMAGES AND/ORLEGAL ACTIONS RESULTING FROM OR INVOLVING HIS OPERATIONS. PRIOR TOCOMMENCING WORK, TERS CONTRACTOR SHALL FURNISH AND POST BOND WITH THEPROPERTY OWNER TO THAT CAUSE, IN THE AMOUNT OF FIVE (5) MILLION DOLLARS.8.TERS ALONG THE EAST FOUNDATION LINE SHALL HAVE A MINIMUM SECTION MODULUSOF S=32, AND A MINIMUM TOTAL LENGTH OF 34' MIN. w/ 42 IN. - EXPOSED ABOVE GRADEAS DRIVEN.CONSTRUCTIONVEHICLE MATERIALDELIVERY.H-PILES AND LAGGING5'-0" FROM NEWLOWER LEVEL WALL.EXISTING H-PILESAND LAGGING 4'-0"FROM NEW LOWERLEVEL WALL.H-PILES AND WOOD LAGGINGAT WEST FNDN WALL.H-PILES AND WOOD LAGGINGAT FACE OF NORTHELEVATION FOUNDATION.TEMPORARY CONSTRUCTIONCURB CUT SITE ACCESS. 24'-0"x 20'-0"/ 4" OF CONCRETE ON 6"OF #53 AGGREGATEMATERIAL STORAGE AREA.NO PUBLIC PARKINGTHIS SIDE OF ROADFIRE HYDRANT WITH 6' CLEARAREA. COORDINATE WITHSOUTH BEND FIRE DEPT.AEP TEMP POWER POLEFOR JOB TRAILER.EXISTING CURBLINEREMOVE (4) SPACESFOR TRAFFIC LANE2'x10' CONCRETE BARRICADES w/TEMP CONSTRUCTION FENCINGEXISTING CASCADE 1LOWER LEVEL PARKING.THIS AREA TO USED FORNORTH SIDE. BUILDINGWORK ACCESS ANDMATERIAL DELIVERIESTEMPORARYCONSTRUCTIONFENCINGTEMPORARYCONSTRUCTIONFENCINGHATCHED AREAINDICATES NO LIFT ZONEOVER ACTIVE DRIVE LANE.EXISTING ASPHALTPARKING LOT WITHPARKING STALL STRIPING.8-LEVEL STRUCTUREABOVE LOWERLEVEL PARKINGEXISTING CURBLINEEDGE OF PAVING, EXISTINGCONCRETE CURB.NOTE:NO TRUCK STAGING OR PARKINGALLOWED ON BRIDGE DECKSYCAMORE STREET TO BE USEDFOR ADDITIONAL CONSTRUCTIONTRADESMEN PARKING.NOTE:1.COORDINATE CONSTRUCTION OPERATIONSWITH SITE DEMOLITION PLAN ON SHEET CD100TALL CONES AND FLAGGINGDURING CONSTRUCTION HOURS.ROW OCCUPANCYPERMIT TO NORTH LINEOF BICYCLE LANE.LANE CLOSED DURINGCONSTRUCTION.ROW OCCUPANCYPERMIT.4'-0" TALL FENCING ONTOP OF CONCRETEJERSEY BARRIER.G.C. TO CONTACT AEPREGARDING CRANE USECLOSE TO SUBSTATION.G.C. TO COORDINATEWITH STEPHENSON MILLSTO ENSURE RESIDENTSPARKING IS NOT BLOCKED.PORTABLE CONCRETEWASHOUT CONTAINERS ARETO BE USED AND LOCATEDWHERE NECESSARY.1Rev 1Feb 2, 2026. Add notes11PLASTIC JERSEY BARRIERS SETDURING CONSTRUCTION. TRADESTO MOVE FOR CONSTRUCTIONTRAFFIC MOVEMENT ONLY.PLASTIC CONSTRUCTIONBARRELS SET DURINGCONSTRUCTION HOURS.