DWG 2025-04-02 Riverfront Parking Garage Repair Details.pdf
PDF 1 MB Posted
- Attached to
- Repair and Preventative Maintenance 2025
- Solicitation number
- 2120819
- Issued by
- Albany County, Albany City, New York
About this file
The documents are detailed engineering repair and preventive maintenance drawings for the Riverfront Parking Garage located in Albany, NY, prepared by OSS Associates Engineers & Architects. The technical drawings (SK-1 through SK-10) provide comprehensive repair specifications for multiple structural components, including partial depth repairs, topping repairs at girders, precast tee stem repairs, tee flange soffit spall repairs, wall repairs, curb reinstallation, ground level asphalt paving repairs, crack/construction/cove joint repairs, and traffic bearing waterproofing membrane installation.
The repair details are meticulously illustrated with existing and repaired condition diagrams, specifying precise technical requirements such as removing deteriorated concrete, sandblasting, installing new epoxy-coated wire mesh, using high-strength 5,000 PSI concrete patching materials, and applying specialized sealants. Approved materials are specified from manufacturers like Sika and Tremco, with detailed instructions for surface preparation, material application, and restoration techniques. The drawings are dated 03-31-25 and appear to be part of a comprehensive maintenance strategy for the Albany Riverfront Parking Garage, addressing structural integrity, waterproofing, and surface restoration across various structural elements.
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ASSOCIATES
ENGINEERS & ARCHITECTS
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SK-1
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PARTIAL DEPTH REPAIR DETAIL
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%%UREPAIRED CONDITION
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%%UEXISTING CONDITION
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AutoCAD SHX Text REPAIR PROCEDURE: 1. DETERMINE THE EXACT PERIMETER OF THE DETERMINE THE EXACT PERIMETER OF THE REPAIR AREA WITH ENGINEER, IN THE FIELD. 2. SAW CUT THE PERIMETER OF THE AREA TO SAW CUT THE PERIMETER OF THE AREA TO BE REPAIRED. REMOVE DETERIORATED CONCRETE TOPPING SLAB. EXISTING WIREMESH 1'-0" LONG ALONG THE PERIMETER OF REPAIR AREA TO REMAIN. INSTALL NEW EPOXY COATED WIREMESH. 3. INSTALL NEW EPOXY COATED WIREMESH LAP INSTALL NEW EPOXY COATED WIREMESH LAP WIREMESH 8" STAGGER ENDS SO THAT NOT MORE THAN TWO MESH SECTION OVERLAP AT ANY LOCATION 4. PLACE NEW HIGH STRENGTH CONCRETE AS PLACE NEW HIGH STRENGTH CONCRETE AS SPECIFIED AND CURE AS REQUIRED.
AutoCAD SHX Text REMOVE EXISTING CONCRETE TOPPING SLAB FULL DEPTH USING CHIPPING HAMMERS WITHOUT DAMAGING THE STRUCTURAL TEES
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EXISTING WIREMESH 1'-0" LONG TO REMAIN ALONG THE PERIMETER OF REPAIR AREA
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EXISTING WIREMESH
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EXISTING PRECAST TEE
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NEW HIGH STRENGTH 5,000 PSI CONCRETE
AutoCAD SHX Text NEW EPOXY COATED WIRE MESH WWF 4x4 - W4.0xW4.0
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EXISTING PRECAST TEE
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NEW #3 @ 12" WHERE WIREMESH IS CORRODED
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EXISTING MEMBRANE
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PROVIDE " TOOLED JOINT & 12" TOOLED JOINT & SEAL WITH JOINT SEALANT
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NEW WATERPROOFING MEMBRANE. MIN. 4" LAP ALL AROUND
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RIVERFRONT PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
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SK-1
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%%UEXISTING CONDITION & DEMOLITION
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%%UREPAIRED CONDITION
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TOPPING REPAIR AT GIRDER DETAIL
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SCALE: N.T.S.
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EXISTING DOUBLE TEE
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EXISTING INVERTED "T" GIRDER
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EXISTING INVERTED "T" GIRDER
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BEND #3 EPOXY COATED BAR 6" O.C. EPOXY GROUT TO CONCRETE 3" MIN.
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EXISTING DOUBLE TEE
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NEW #3 @ 12" EPOXY GROUT ALTERNATE ENDS
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NEW 5,000 PSI CONCRETE PATCHING MATERIAL
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SAWCUT JOINT AND SEAL WITH SEALANT
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TOOL JOINT AND SEALANT
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SAWCUT EDGES OF REPAIR AREA PRIOR TO DEMOLITION
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REMOVE DELAMINATED CONCRETE
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EXIST. WATERPROOFING TO BE REMOVED @ REPAIR AREAS
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NEW WATERPROOFING MEMBRANE WITH MIN. 4" LAP ALL AROUND
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RIVERFRONT PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
SK-2
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%%UREPAIRED CONDITION
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%%UEXISTING CONDITION & DEMOLITION
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PRECAST TEE STEM REPAIR
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AutoCAD SHX Text REMOVE EXISTING SPALLED CONCRETE @ BOTTOM OF TEE STEM. SANDBLAST CLEAN EXISTING REINFORCEMENT. REMOVE CONCRETE MINIMUM OF 3/4" BEHIND PRESTRESSING STRANDS
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PATCH WITH APPROVED TROWEL APPLIED PATCHING MORTAR.
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TEE STEM
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TEE STEM
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RIVERFRONT PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
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TEE FLANGE SOFFIT SPALL REPAIR
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EXISTING TEE JOINT
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INSTALL 1/4" S.S. PINS @ 6"O.C. AND EPOXY GROUT.
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EXISTING TEE WITH BONDED TOPPING
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EXISTING TEE FLANGE
AutoCAD SHX Text APPROVED MATERIALS 1. SIKA REPAIR SHB BY SIKA SIKA REPAIR SHB BY SIKA 2. MASTEREMACO N400, N400 RS BY BASF OR APPROVED EQUALMASTEREMACO N400, N400 RS BY BASF OR APPROVED EQUAL
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RIVERFRONT PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
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LEDGE BEAM REPAIR DETAIL
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SCALE: N.T.S (ISOLATED AREAS)
AutoCAD SHX Text PATCH WITH APPROVED TROWEL APPLIED PATCHING MORTAR/ FORM AND POUR BIG AREAS WITH HIGH SRTENGTH CONCRETE
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SANDBLAST CLEAN EXPOSED REINFORCEMENT.
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INSTALL 1/4" DIAMETER STAINLESS STEEL PINS @ 6" O.C. E.W. EPOXY GROUT.
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EXISTING PRECAST TEE
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TOPPING.
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PRECAST TEE FLANGE
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EXISTING LEDGE BEAM.
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REMOVE EXISTING SPALLED CONCRETE USING CHIPPING HAMMER.
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TOPPING.
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RIVERFRONT PARKING GARAGE
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ALBANY, NY
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DATE: 03-31-25
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FACE OF WALL
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INSTALL PATCH FLUSH WITH WALL
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SPALL OR DELAMINATION
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REMOVAL LIMITS
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GRIND OR SAWCUT PATCH PERIMETER 1/2" (TYP.)
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REMOVE CONCRETE WITHIN SECTION SHOWN CROSS-HATCHED
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SK-6
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WALL REPAIR - PARTIAL DEPTH
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AutoCAD SHX Text REINFORCEMENT (TYP.), LOCATIONS APPROXIMATE. CLEAN ALL EXPOSED REINF. PROVIDE 3/4" CLEARANCE AROUND ALL EXPOSED REINF.
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INSTALL 1/4" STAINLESSSTEEL PINS @ 6" O.C. & EPOXY GROUT
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PATCH WITH NEW HIGH STRENGTH 5,000 PSI CONCRETE PATCHING MATERIAL
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RIVERFRONT PARKING GARAGE
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ALBANY, NY
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DATE: 03-31-25
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EXISTING SIDEWALK
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TO REMAIN
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CURB REINSTALLATION DETAIL
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SCALE: 1 1/2" = 1'-0"
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MATCH
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MATCH
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MATCH
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MATCH
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COMPACTED SUBBASE
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NEW DENSE GRADED AGGREGATE
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TACK COAT
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NEW STABILIZED BASE COURSE
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SAWCUT
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NEW CONCRETE SETTING BED MIN. 4" THICK ON TOP OF COMPACTED SUB-BASE
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RIVERFRONT PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
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REMOVE ALL LOOSE ASPHALT AND DEBRIS
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POT-HOLE/SETTLED/ CRACKED ASPHALT PAVEMENT
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SAWCUT ALONG PERIMETER OF REPAIR AREA & APPLY TACK COAT TO ALL SURFACES
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EXISTING SUBGRADE TO REMAIN
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LOCATION OF ASPHALT REPAIR AREA
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LOCATION OF ASPHALT REPAIR AREA
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EXISTING ASPHALT TO REMAIN
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EXISTING ASPHALT TO REMAIN
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NEW 4"-6" ASPHALT PAVING TO MATCH EXITING SURFACE
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EXISTING SUBGRADE TO BE COMPACTED TO 95% DRY DENSITY
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EXISTING ASPHALT TO REMAIN
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EXISTING ASPHALT TO REMAIN
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EXISTING ASPHALT PAVING TO REMAIN
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NEW GRAVEL BASE
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SK-8
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GROUND LEVEL ASPHALT PAVING REPAIR DETAIL
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SCALE: N.T.S
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RIVERFRONT PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
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CRACK/CONSTRUCTION/COVE JOINT REPAIR DETAIL
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%%UREPAIR PROCEDURE:
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%%UDETAIL A
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%%UDETAIL D
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%%UDETAIL B
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ISOLATION JOINT
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BOND BREAKER
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TWO PART POLYURETHANE JOINT SEALANT
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BACKER ROD
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12" OR LARGER
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%%UDETAIL E
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TWO PART POLYURETHANE JOINT SEALANT
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CONCRETE SURFACE
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CRACKS 1/16" OR GREATER
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DETAIL COAT 30 MILS THICK OR URETHANE BASE COAT
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CRACKS 1/16" OR LESS
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GRIND SURFACES CLEAN
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NEW NON-SAG TWO COMPONENT POLYURETHANE SEALANT
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1. GRIND AND CLEAN CRACKS USING COMPRESSED AIR OR OTHER GRIND AND CLEAN CRACKS USING COMPRESSED AIR OR OTHER MEANS TO REMOVE DUST OR OTHER MATERIAL WHICH IMPAIR THE THE BOND OF THE NEW MATERIAL. 2. PRIME THE CRACKS AND SEAL WITH APPROVED MATERIALPRIME THE CRACKS AND SEAL WITH APPROVED MATERIAL
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DYMONIC-100
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%%UCRACK SEALANTS
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%%UAPPROVED MATERIALS
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SIKAFLEX - 2C SL
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VULKEM 45 SSL
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%%UCOVE JOINT
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TREMCO
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%%UOR APPROVED EQUAL
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TREMCO
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%%UMANUFACTURER
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SIKA
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SIKAFLEX - 2C NS
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SIKA
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RIVERFRONT PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
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TRAFFIC BEARING WATERPROOFING MEMBRANE
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SCALE: N.T.S.
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SHOT BLAST CLEAN THE FLOOR SLAB AND CURB AREA
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BASE COAT (30 MIL MIN.)
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WEAR COURSE WITH SILICA SAND (COLOR TO BE SELECTED BY OWNER)
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LOCK COAT
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STRUCTURAL SLAB
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%%UNOTES:
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1. EXISTING MEMBRANE TO BE FULLY REMOVED TO EXPOSE THE STRUCTURAL SLAB. EXISTING MEMBRANE TO BE FULLY REMOVED TO EXPOSE THE STRUCTURAL SLAB. 2. CLEAN THE CONCRETE STRUCTURAL SLAB AS DIRECTED BY THE MEMBRANE MANUFACTURER TO INSTALL NEW CLEAN THE CONCRETE STRUCTURAL SLAB AS DIRECTED BY THE MEMBRANE MANUFACTURER TO INSTALL NEW MEMBRANE. 3. TOTAL SYSTEM SHALL BE 60 MILS MINIMUMTOTAL SYSTEM SHALL BE 60 MILS MINIMUM
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PRIMER
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34" X " 34" COVE JOINT
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EXISTING PERIMETER WALL
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EXISTING CURB
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SANDBLAST/ PRESSURE WASH VERTICAL SURFACES
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%%UAPPROVED SYSTEMS:
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%%UNOTES:
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1. "SIKALASTIC" 720/740 AS MANUFACTURED BY SIKA.
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2. "VULKEM 360 NF/950/951" AS MANUFACTURED BY TREMCO.
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EXISTING MEMBRANE TO BE REMOVED TO EXPOSED STRUCTURAL SLAB
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RIVERFRONT PARKING GARAGE
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ALBANY, NY
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REPAIR & PREVENTIVE MAINTENANCE
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DRAWN BY: E.C.
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DATE: 03-31-25
SK-10
| Sheets and Views |
| SK-001-SK-1 |
| SK-001-SK-2 |
| SK-001-SK-3 |
| SK-001-SK-4 |
| SK-001-SK-5 |
| SK-001-SK-6 |
| SK-001-SK-7 |
| SK-001-SK-8 |
| SK-001-SK-9 |
| SK-001-SK-10 |
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