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5/8" ± <br />TOP OF <br />DECK/SLAB <br />SIKAFLEX-1c SLJOINT <br />SEALANT <br />BACKER ROD -SHALL FIT <br />SNUG IN JOINT OPENING <br />NOTE: CONTRACTOR SHALL REMOVE EXISTING JOINT <br />SEALANT, BLAST, CLEAN AND PRIME JOINT <br />OPENING PRIOR TO INSTALLING SEALANT.1/2"2" ±TOP OF EXIST. DECK/SLAB <br />NOTES: <br />1. SOUND ALL AREAS INDICATED ON PLAN TO DETERMINE EXTENTS OF REPAIR. <br />2. SAW CUT AROUND PERIMETER AND REMOVE ALL DAMAGED/SPALLING/DELAMNIATED CONCRETE <br />USING AS SIMPLE GEOMETRY AS POSSIBLE. <br />CLEAN AND REMOVE RUST <br />BLOOM FROM ANY EXPOSED <br />REBAR AND COAT WITH SIKATOP <br />ARMATEC-110 EPOCEMAPPLY SIKATOP ARMATEC-110 <br />EPOCEM AS A BONDING <br />PRIMER PRIOR TO CONCRETE <br />PLACEMENT <br />SAW CUT DEPTH1/2" MIN.PATCH VOID W/ <br />SIKATOP-122 PLUS <br />PREPARE SURFACES SIMILAR TO <br />HORIZONTAL PATCHING PATCH VOID W/ SIKAREPAIR-223 <br />CLR.1 1/2"1" MIN. <br />ADJACENT DECK, <br />WHERE APPLICALBE <br />EXISTING EDGE <br />BEAM OR EDGE OF <br />DECK <br />NOTES: <br />1. SOUND ALL AREAS INDICATED ON PLAN TO DETERMINE EXTENTS OF REPAIR. <br />2. CUT OUT AND REMOVE ALL DAMAGED/SPALLING/DELAMNIATED CONCRETE USING AS SIMPLE <br />GEOMETRY AS POSSIBLE. <br />CLEAN AND REMOVE RUST <br />BLOOM FROM ANY EXPOSED <br />REBAR AND COAT WITH SIKATOP <br />ARMATEC-110 EPOCEM <br />APPLY SIKATOP <br />ARMATEC-110 EPOCEM AS <br />A BONDING PRIMER PRIOR <br />TO CONCRETE <br />PLACEMENT <br />PATCH VOID W/ <br />SIKAREPAIR-223 <br />#3 DOWELS W/ 4" HOOK @ <br />12" O.C., INSTALLED W/ HIT- <br />HY 200 ADHESIVE, 4" MIN. <br />EMBEDMENT <br />CLEAN, PRIME, AND REPAINT <br />EMBEDED ANGLE AS REQ'D <br />4" <br />NOTES: <br />1. SOUND ALL AREAS INDICATED ON PLAN TO DETERMINE EXTENTS OF REPAIR. <br />2. SAW CUT AROUND DAMAGED PERIMETER TO PRODUCE A SQUARE SHOULDER AND REMOVE ALL <br />DAMAGED/SPALLING/DELAMNIATED CONCRETE. <br />CLEAN AND REMOVE RUST <br />BLOOM FROM ANY <br />EXPOSED REBAR AND <br />COAT WITH SIKATOP <br />ARMATEC-110 EPOCEM <br />APPLY SIKATOP <br />ARMATEC-110 EPOCEM AS <br />A BONDING PRIMER PRIOR <br />TO CONCRETE <br />PLACEMENT <br />PATCH VOID W/ <br />SIKAREPAIR-122 PLUS <br />GUARDRAIL CURB <br />TOP OF DECK <br />REPAIR SEQUENCE: <br />1. FOR NEW CRACK REPAIR, ROUT OUT CRACK A MIN. OF 1/2" IN DETPH AND EXTENT A MIN. <br />OF 2" LONGITUDINALLY ON BOTH SIDES OF CRACK. <br />2. FOR PREVIOUS CRACK REPAIR, REMOVE ALL EXISTING EPOXY CRACK FILL. <br />3. REPAIR CLEANED DECK CRACKS W/ SIKADUR-55 SLV. INSTALL PER MANUFACTURER'S <br />WRITTEN INSTRUCTIONS. <br />REPAIR SEQUENCE: <br />1. REMOVE LOOSE DEBRIS BY HAND. <br />2. REMOVE REMAINING DEBRIS BY SUCTION TO PREVENT PROGRESSING DEBRIS INTO <br />DRAINAGE SYSTEM. <br />NOTE: PERFORM DRAIN CLEANING AT ALL DECK DRAIN LOCATIONS <br />H <br />OF <br />N <br />ENRPROT <br />R <br />NGI E EOL <br />AN <br />LO <br />043287 <br />AS E L <br />A <br />SES <br />C R <br />I AI <br />NJ <br />. <br />WES T A Y L O RState License #: P-03391110 Navaho Drive, Suite 600 Raleigh, NC 27609 Voice: (919) 322-0115 Fax: (919) 322-0116 www.SummitDE.netPROJECT NO. <br />DRAWN BY: <br />FIRST ISSUE DATE: <br />CHECKED BY:6/26/2020 1:21:01 PM Z:\19-0318\02_Working Drawings\ENO RIVER PARKING DECK - STRUCTURAL R19.rvt19-0318.400 <br />S500 <br />6/26/2020 <br />SSH <br />REPAIR DETAILSPARKING DECK REPAIR PLANS FORGATEWAY CENTER - ENO RIVER PARKING DECK <br />JWT106 NASH & KOLLOCK,HILLSBOROUGH, NC 27278REPAIR BID QUANTITIES <br />REPAIR ITEM UNIT QUANTITY <br />2A LF 5500 <br />3A SF 340 <br />3B SF 20 <br />3C LF 50 <br />3D LF 345 <br />6B LS 1 <br />MOB LS 1 <br />TRAFFIC CONTROL LS 1 <br />NOTE: ALL SPECIFIED PRODUCTS MAY BE <br />SUBSTITUTED WITH APPROVED EQUALS. SUBMIT <br />SUBSTITIONS TO E.O.R. FOR APPROVAL PRIOR TO <br />INSTALLATION. <br />NTS2A <br />REPAIR ITEM 2A - CONSTRUCTION <br />JOINT REPAIR <br />NTS3AREPAIR ITEM 3A - TYPE A PATCH DETAIL <br />NTS3BREPAIR ITEM 3B - TYPE B PATCH DETAIL <br />NTS3CREPAIR ITEM 3C - VERTICAL PATCH <br />NTS3DREPAIR ITEM 3D - DECK CRACK REPAIR <br />NTS6B <br />REPAIR ITEM 6B - CLEAN/UNCLOG DECK <br />DRAIN <br />NO REVISIONS DATE <br />DocuSign Envelope ID: DF7281DA-C0AC-405F-A002-0E0273700A07