B08_Attachment_2_Specifications_Repair_Ft_Tompkins_Earthen_Roof_GATE.pdf
PDF 10 MB Posted
- Attached to
- GATE-REPAIR FT. TOMPKINS EARTHEN ROOF
- Solicitation number
- 140P4526R0010
About this file
This is a set of construction documents for the Fort Tompkins Earthen Roof Structure restoration project located within Gateway National Recreation Area on Staten Island, New York. The documents are owned by the United States Department of the Interior, National Park Service, and were prepared by the Denver Service Center.
The project involves comprehensive restoration and stabilization work on this federally-owned historic structure. The scope includes removal of existing earthen fill and vegetation from the roof system, documentation of existing conditions through photographic and dimensional surveys, installation of waterproofing systems with membrane, percolation mat, and drainage panels, repair and restoration of brick vaults and masonry bearing walls, reconstruction of damaged brick chimneys with metal caps, stabilization of granite coping stones with metal T-caps and sealant joints, correction of interior and exterior drainage issues, removal of unsound cementitious fill and pavement with infill to match existing conditions, and protection of historic metal balconies and brackets from falling debris. The work is organized across three tiers—the parade tier, second tier, and barbette tier—with three primary investigation probes (A, B, and C) established to document subsurface conditions and structural integrity. Proposed work includes detailed waterproofing specifications with crack repair procedures, masonry protection measures, and erosion control matting. The construction area encompasses approximately 24 feet to 37 feet in width depending on the work tier, with personnel access and vehicle access routes designated to minimize impact on the historic structure and surrounding landscape.
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FORT TOMPKINS
GATEWAY NATIONAL RECREATION AREA
EARTHEN ROOF STRUCTURE
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JAMAICA BAY UNIT
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ISLAND
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LOWER
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BLVD.
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MATAWAN
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STATE
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GARDEN
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HYLAN
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MONMOUTH
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BAY
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NEW JERSEY MONMOUTH CO.
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NEW YORK RICHMOND CO.
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NEW YORK
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RARITAN BAY
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ISLAND
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STATEN
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UNIT
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HQ.
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HOOK
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SANDY
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BAY
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SANDY HOOK UNIT
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SANDY HOOK LIGHTHOUSE
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QUEENS CO. NEW YORK
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MONMOUTH CO. NEW JERSEY
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CHANNEL
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FALSE HOOK
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FORT HANCOCK
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GARDEN STATE PARKWAY
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AMBOY
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PERTH
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ELIZABETH
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ORANGE
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CITY
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NEW YORK CO.
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HUDSON CO.
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VERRAZANO-
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NARROWS
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FORT WADSWORTH
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ISLAND
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SWINBURNE
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HQ.
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PARK
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KILLS
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GREAT
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ISLAND
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STATEN
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MILLER FIELD
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CONEY
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KINGS CO.
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QUEENS CO.
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HOFFMAN
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BRIDGE
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ISLAND
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ELLIS
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NEWARK BAY
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ESSEX CO.
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HUDSON CO.
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BAY
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YORK
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NEW
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UPPER
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ISLAND
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LIBERTY
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ISLAND
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INLET
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ROCKAWAY
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FIELD
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HQ.
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BENNETT
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FLOYD
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FORT TILDEN
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BAY
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JAMAICA
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BROOKLYN
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REFUGE
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WILDLIFE
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ISLAND
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GOVERNORS
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KINGS CO.
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QUEENS CO.
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MANHATTAN
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CO.
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KEARNY
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NEWARK
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HUDSON
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HOBOKEN
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JERSEY
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BREEZY
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POINT
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PMIS/PKG NO.
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SHEET
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SHEET
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SUB
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INDEX
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TITLE OF SHEET
AutoCAD SHX Text 01 T1.0 COVER SHEET T1.0 COVER SHEET COVER SHEET 02 A1.0 SITE PLAN A1.0 SITE PLAN SITE PLAN 03 A2.0 PARADE TIER PLAN EX'G CONDITIONS A2.0 PARADE TIER PLAN EX'G CONDITIONS PARADE TIER PLAN EX'G CONDITIONS 04 A3.0 SECOND TIER PLAN EX'G CONDITIONS A3.0 SECOND TIER PLAN EX'G CONDITIONS SECOND TIER PLAN EX'G CONDITIONS 05 A4.0 BARBETTE TIER PLAN EXISTING CONDITIONS A4.0 BARBETTE TIER PLAN EXISTING CONDITIONS BARBETTE TIER PLAN EXISTING CONDITIONS 06 A5.0 TRANSVERSE SECTION EX'G CONDITIONS A5.0 TRANSVERSE SECTION EX'G CONDITIONS TRANSVERSE SECTION EX'G CONDITIONS 07 A6.0 LONGITUDINAL SECTION EX'G CONDITIONS A6.0 LONGITUDINAL SECTION EX'G CONDITIONS LONGITUDINAL SECTION EX'G CONDITIONS 08 A7.0 PROBE A A7.0 PROBE A PROBE A 09 A8.0 PROBE B A8.0 PROBE B PROBE B 10 A9.0 PROBE C A9.0 PROBE C PROBE C 11 A10.0 PARADE TIER PLAN PROPOSED WORK A10.0 PARADE TIER PLAN PROPOSED WORK PARADE TIER PLAN PROPOSED WORK 12 A11.0 SECOND TIER PLAN PROPOSED WORK A11.0 SECOND TIER PLAN PROPOSED WORK SECOND TIER PLAN PROPOSED WORK 13 A12.0 BARBETTE TIER PLAN PROPOSED WORK A12.0 BARBETTE TIER PLAN PROPOSED WORK BARBETTE TIER PLAN PROPOSED WORK 14 A13.0 TRANSVERSE SECTION PROPOSED WORK A13.0 TRANSVERSE SECTION PROPOSED WORK TRANSVERSE SECTION PROPOSED WORK 15 A14.0 LONGITUDINAL SECTION PROPOSED WORK A14.0 LONGITUDINAL SECTION PROPOSED WORK LONGITUDINAL SECTION PROPOSED WORK 16 A15.0 WATERPROOFING DETAILS PROPOSED WORKA15.0 WATERPROOFING DETAILS PROPOSED WORKWATERPROOFING DETAILS PROPOSED WORK
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NATIONAL PARK SERVICE
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UNITED STATES
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DEPARTMENT OF THE INTERIOR
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REGION
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COUNTY
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NAME OF PARK
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OF
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DENVER SERVICE CENTER
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QUALITY DESIGN CERTIFICATION
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OR
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A/E FIRM
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PRIME/ARCH:
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JOHN G. WAITE ASSOCIATES, ARCHITECTS, PLLC NEW YORK, NY
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REVISION
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SCALE OF MILES
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CONSTRUCTION DOCUMENTS
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EARTHEN ROOF STRUCTURE
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STATEN ISLAND UNIT FORT TOMPKINS
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NORTHEAST
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RICHMOND
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NEW YORK
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GATEWAY NATIONAL RECREATION AREA
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SHEET
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FORT WADSWORTH
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NEW YORK
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NOT TO SCALE
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THIS PROJECT
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SCALE OF FEET
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SITE PLAN
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OVERLOOK
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ROOF ACCESS POINT.
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PARADE
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1. FORT TOMPKINS IS A FEDERALLY-OWNED HISTORIC STRUCTURE LOCATED WITHIN FORT WADSWORTH AND THE STATEN ISLAND FORT TOMPKINS IS A FEDERALLY-OWNED HISTORIC STRUCTURE LOCATED WITHIN FORT WADSWORTH AND THE STATEN ISLAND UNIT OF GATEWAY NATIONAL RECREATION AREA. 2. THIS PROPERTY HAS BEEN DETERMINED TO POSSESS HISTORIC (E.G., ARCHITECTURAL, ENGINEERING, ARTISTIC) SIGNIFICANCE THIS PROPERTY HAS BEEN DETERMINED TO POSSESS HISTORIC (E.G., ARCHITECTURAL, ENGINEERING, ARTISTIC) SIGNIFICANCE AND IS LISTED IN THE NATIONAL REGISTER OF HISTORIC PLACES (NRHP REF #74001300). THE CONTRACTOR SHALL RECOGNIZE THAT ALL ASPECTS OF THE PROPERTY MAY POTENTIALLY CONTRIBUTE TO THIS SIGNIFICANCE AND THE CONTRACTOR SHALL NOT JUDGE THE RELATIVE SIGNIFICANCE OF ANY FEATURES NOR THE IMPACT OF ANY OR ALL PROPOSED WORK; THIS RESPONSIBILITY SHALL REST SOLELY WITH THE CONTRACTING OFFICER. CONSEQUENTLY, NO DEVIATIONS FROM THE CONTRACT DOCUMENTS SHALL BE PREFORMED AND NO FEATURES OR MATERIALS SHALL BE ALTERED, REMOVED, REUSED, OR TAKEN FROM THE PREMISES, WITHOUT THE WRITTEN APPROVAL OF THE CONTRACTING OFFICER AS BEING CONSISTENT WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. ALL WORK SHALL BE CONSISTENT WITH THE SECRETARY OF THE INTERIOR'S STANDARDS FOR THE TREATMENT OF HISTORIC PROPERTIES. 3. THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMMENCING THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMMENCING WORK. DISCREPANCIES ARE TO BE RESOLVES WITH THE CONTRACTING OFFICER. 4. THE CONTRACTOR SHALL NOT SCALE DRAWINGS TO DETERMINE ANY DIMENSIONS. THE CONTRACTOR SHALL NOT SCALE DRAWINGS TO DETERMINE ANY DIMENSIONS. 5. ALL DIMENSIONS SHOWN ARE MEASURE TO FINISHED SURFACES, UNLESS NOTED OTHERWISE. ALL DIMENSIONS SHOWN ARE MEASURE TO FINISHED SURFACES, UNLESS NOTED OTHERWISE. 6. BE ADVISED, GATEWAY NATIONAL RECREATION AREA (GATE) IS HOME TO FORMER ACTIVE MILITARY SITES AND THERE COULD BE BE ADVISED, GATEWAY NATIONAL RECREATION AREA (GATE) IS HOME TO FORMER ACTIVE MILITARY SITES AND THERE COULD BE UNEXPLODED ORDNANCE (UXO) CONTAINED WITHIN THE GROUND AND/OR WATERS OF THE PARK. IF A UXO IS DISCOVERED, EXTREME CAUTION IS WARRANTED, AND IT SHOULD BE TREATED AS A LIVE/ACTIVE MUNITION UNTIL PROVEN OTHERWISE. IF A UXO IS DISCOVERED OR SUSPECTED, IMMEDIATELY CEASE OPERATIONS AND NOTIFY THE GATE DISPATCH CENTER (24/7) BY CALLING 718-354-4700. ADVISE ALL PERSONNEL TO CLEAR THE AREA AND DO NOT TOUCH THE ITEM(S). EMERGENCY RESPONSE OFFICIALS WILL RESPOND AND INVESTIGATE.
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DATE:
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OF
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GATEWAY NATIONAL RECREATION AREA
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JGWA
DWGS REVISED 03/29/2024
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PARADE TIER PLAN EXISTING CONDITIONS
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SALLY PORT PASSAGE ENTRY FROM EXTERIOR.
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ELEVATION OF SOUTH RANGE AND AREA OF PROPOSED WORK, VIEW FROM PARADE.
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SALLY PORT PASSAGE ENTRY AT PARADE.
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SALLY PORT PASSAGE (RM 152) AT THE INTERIOR.
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PARTIAL HEIGHT BATHROOM IN RM 204A WITH NON-ORIGINAL INFILL ABOVE.
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DOOR BETWEEN RM 204 AND RM 203.
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DETERIORATED MASONRY LEADER LOCATION.
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PARTIAL HEIGHT BATHROOM IN RM 203A.
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DOOR BETWEEN RM 203 AND RM 204 SHOWING GRANITE LINTEL AND PAINTED WOOD CEILING.
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SOUTH RANGE ROOF, LOOKING WEST.
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BRICK CHIMNEY.
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BRICK CHIMNEY NEXT TO CONCRETE PARAPET; GUN PLATFORM IN THE FOREGROUND.
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A7
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PROBE A
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1. REMOVE SOIL TO EXISTING STRUCTURE UNDER REMOVE SOIL TO EXISTING STRUCTURE UNDER ARCHAEOLOGICAL SUPERVISION. 2. COMPLETE SOIL TESTING. COMPLETE SOIL TESTING. 3. LOCATE, JET, AND VIDEO-INSPECT ANY LEADERS DISCOVERED. LOCATE, JET, AND VIDEO-INSPECT ANY LEADERS DISCOVERED. 4. DOCUMENT DETAILS. REPLACE SOIL AND SEED. PROVIDE DOCUMENT DETAILS. REPLACE SOIL AND SEED. PROVIDE EROSION CONTROL. GENERAL NOTE: UNMARKED HOLES AND UNEVEN TERRAIN, EITHER UNMARKED HOLES AND UNEVEN TERRAIN, EITHER BY INSTABILITY OF EXTANT AND NON-EXTANT STRUCTURES OR BY INHABITATION OF WILDLIFE, ARE PRESENT THROUGHOUT LANDSCAPE AT THE BARBETTE TIER. CARE SHOULD BE TAKEN WHEN WALKING IN AND AROUND AREA OF PROBE A.
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KEY PLAN, N.T.S.
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OF
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TITLE OF SHEET
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AutoCAD SHX Text 308184
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AutoCAD SHX Text
GATEWAY NATIONAL RECREATION AREA
AutoCAD SHX Text
AEW
AutoCAD SHX Text 02/29/2024
AutoCAD SHX Text
LMS
AutoCAD SHX Text
JGWA
AutoCAD SHX Text
PROBE B
AutoCAD SHX Text A8.0
AutoCAD SHX Text
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SCALE OF FEET
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PARADE
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%%U PROBE B - TRANSVERSE SECTION
AutoCAD SHX Text A8.0
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%%U PROBE B - LONGITUDINAL SECTION
AutoCAD SHX Text A8.0
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KEY PLAN, N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text A8
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AutoCAD SHX Text A8
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AutoCAD SHX Text GENERAL NOTE: UNMARKED HOLES AND UNEVEN TERRAIN, UNMARKED HOLES AND UNEVEN TERRAIN, EITHER BY INSTABILITY OF EXTANT AND NON-EXTANT STRUCTURES OR BY INHABITATION OF WILDLIFE, ARE PRESENT THROUGHOUT LANDSCAPE AT THE BARBETTE TIER. CARE SHOULD BE TAKEN WHEN WALKING IN AND AROUND AREA OF PROBE B.
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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AutoCAD SHX Text
AutoCAD SHX Text 308184
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AutoCAD SHX Text
GATEWAY NATIONAL RECREATION AREA
AutoCAD SHX Text
AEW
AutoCAD SHX Text 02/29/2024
AutoCAD SHX Text
LMS
AutoCAD SHX Text
JGWA
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
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AutoCAD SHX Text
AutoCAD SHX Text 308184
AutoCAD SHX Text
AutoCAD SHX Text
GATEWAY NATIONAL RECREATION AREA
AutoCAD SHX Text
AEW
AutoCAD SHX Text 02/29/2024
AutoCAD SHX Text
LMS
AutoCAD SHX Text
JGWA
AutoCAD SHX Text
DWGS REVISED 03/29/2024
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PROBE C
AutoCAD SHX Text A9.0
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SCALE OF FEET
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%%U PROBE C - LONGITUNDINAL SECTION
AutoCAD SHX Text A9.0
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%%U PROBE C - TRAVSVERSE SECTION
AutoCAD SHX Text A9.0
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KEY PLAN, N.T.S.
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AutoCAD SHX Text GENERAL NOTE: UNMARKED HOLES AND UNEVEN TERRAIN, UNMARKED HOLES AND UNEVEN TERRAIN, EITHER BY INSTABILITY OF EXTANT AND NON-EXTANT STRUCTURES OR BY INHABITATION OF WILDLIFE, ARE PRESENT THROUGHOUT LANDSCAPE AT THE BARBETTE TIER. CARE SHOULD BE TAKEN WHEN WALKING IN AND AROUND AREA OF PROBE C.
AutoCAD SHX Text
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PARADE TIER PLAN PROPOSED WORK
AutoCAD SHX Text A10.0
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AutoCAD SHX Text A14
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AutoCAD SHX Text 113A
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UP
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UP
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UP
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%%U PARADE TIER PLAN
AutoCAD SHX Text A10.0
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%%U DETAIL PLAN AT WORK AREA
AutoCAD SHX Text A10.0
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SCALE
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SCALE
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AutoCAD SHX Text NOTE: REFER TO SHEET A2.0 FOR EXISTING CONDITIONS AT PARADE TIER.: REFER TO SHEET A2.0 FOR EXISTING CONDITIONS AT PARADE TIER.
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DATE:
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DESIGNED:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 308184
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AutoCAD SHX Text
GATEWAY NATIONAL RECREATION AREA
AutoCAD SHX Text
AEW
AutoCAD SHX Text 02/29/2024
AutoCAD SHX Text
LMS
AutoCAD SHX Text
JGWA
AutoCAD SHX Text
SECOND TIER PLAN PROPOSED WORK
AutoCAD SHX Text A11.0
AutoCAD SHX Text A15
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AutoCAD SHX Text A14
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AutoCAD SHX Text 202A
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AutoCAD SHX Text 206C
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UP
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DN
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DN
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DN
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AutoCAD SHX Text 203A
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AutoCAD SHX Text 206D
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AutoCAD SHX Text 206B
AutoCAD SHX Text 206D
AutoCAD SHX Text 206A
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%%U SECOND TIER PLAN
AutoCAD SHX Text A11.0
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%%U DETAIL PLAN AT WORK AREA
AutoCAD SHX Text A11.0
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SCALE
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SCALE OF FEET
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AutoCAD SHX Text 203A
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AutoCAD SHX Text A11
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AutoCAD SHX Text NOTE: REFER TO SHEET A3.0 FOR EXISTING CONDITIONS AT THE SECOND TIER.: REFER TO SHEET A3.0 FOR EXISTING CONDITIONS AT THE SECOND TIER.
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 308184
AutoCAD SHX Text
AutoCAD SHX Text
GATEWAY NATIONAL RECREATION AREA
AutoCAD SHX Text
AEW
AutoCAD SHX Text 02/29/2024
AutoCAD SHX Text
LMS
AutoCAD SHX Text
JGWA
AutoCAD SHX Text
BARBETTE TIER PLAN PROPOSED WORK
AutoCAD SHX Text A12.0
AutoCAD SHX Text A14
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AutoCAD SHX Text A13
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AutoCAD SHX Text
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%%U BARBETTE TIER PLAN
AutoCAD SHX Text A12.0
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%%U DETAIL PLAN AT WORK AREA
AutoCAD SHX Text A12.0
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SCALE
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SCALE
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SCALE OF FEET
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SCALE OF FEET
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SCALE
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AutoCAD SHX Text A12
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AutoCAD SHX Text C
AutoCAD SHX Text L
AutoCAD SHX Text
BATTERY COMMAND STATION.
AutoCAD SHX Text GENERAL NOTES: : PREPARE SURVEY OF WORK AREA FOLLOWING COMPLETION OF FILL REMOVALS. NOTE SPOT ELEVATIONS AT TOPS OF ALL MASONRY UNITS. PROVIDE SPOT ELEVATIONS AT DRAINAGE SYSTEM. SHOW CONTOURS OF VAULT ROOFS AND DRAINAGE SYSTEM. UNMARKED HOLES AND UNEVEN TERRAIN, EITHER BY INSTABILITY OF EXTANT AND NON-EXTANT STRUCTURES OR BY INHABITATION OF WILDLIFE, ARE PRESENT THROUGHOUT LANDSCAPE AT THE BARBETTE TIER. CARE SHOULD BE TAKEN WHEN WALKING IN AND AROUND AREA OF CONSTRUCTION.
AutoCAD SHX Text NOTE: REFER TO SHEET A4.0 FOR EXISTING CONDITIONS AT THE BARBETTE TIER.: REFER TO SHEET A4.0 FOR EXISTING CONDITIONS AT THE BARBETTE TIER.
AutoCAD SHX Text
DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
AutoCAD SHX Text
SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 308184
AutoCAD SHX Text
AutoCAD SHX Text
GATEWAY NATIONAL RECREATION AREA
AutoCAD SHX Text
AEW
AutoCAD SHX Text 02/29/2024
AutoCAD SHX Text
LMS
AutoCAD SHX Text
JGWA
AutoCAD SHX Text
TRANSVERSE SECTION PROPOSED WORK
AutoCAD SHX Text A13.0
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AutoCAD SHX Text
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SCALE OF FEET
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%%U TRANSVERSE SECTION - PROPOSED WORK
AutoCAD SHX Text A13.0
AutoCAD SHX Text NOTE: REFER TO SHEET A5.0 FOR EXISTING CONDITIONS.: REFER TO SHEET A5.0 FOR EXISTING CONDITIONS.
AutoCAD SHX Text GENERAL NOTE: UNMARKED HOLES AND UNMARKED HOLES AND UNEVEN TERRAIN, EITHER BY INSTABILITY OF EXTANT AND NON-EXTANT STRUCTURES OR BY INHABITATION OF WILDLIFE, ARE PRESENT THROUGHOUT LANDSCAPE AT THE BARBETTE TIER. CARE SHOULD BE TAKEN WHEN WALKING IN AND AROUND AREA OF CONSTRUCTION.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
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DRAWING NO.
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SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 308184
AutoCAD SHX Text
AutoCAD SHX Text
GATEWAY NATIONAL RECREATION AREA
AutoCAD SHX Text
AEW
AutoCAD SHX Text 02/29/2024
AutoCAD SHX Text
LMS
AutoCAD SHX Text
JGWA
AutoCAD SHX Text
LONGITUDINAL SECTION PROPOSED WORK
AutoCAD SHX Text A14.0
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SCALE OF FEET
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%%U LONGITUDINAL SECTION - PROPOSED WORK
AutoCAD SHX Text A14.0
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text 203A
AutoCAD SHX Text 204A
AutoCAD SHX Text NOTE: REFER TO SHEET A6.0 FOR EXISTING CONDITIONS.: REFER TO SHEET A6.0 FOR EXISTING CONDITIONS.
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
AutoCAD SHX Text
PMIS/PKG NO.
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DRAWING NO.
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SHEET
AutoCAD SHX Text
OF
AutoCAD SHX Text
TITLE OF SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 308184
AutoCAD SHX Text
AutoCAD SHX Text
GATEWAY NATIONAL RECREATION AREA
AutoCAD SHX Text
AEW
AutoCAD SHX Text 02/29/2024
AutoCAD SHX Text
LMS
AutoCAD SHX Text
JGWA
AutoCAD SHX Text
DWGS REVISED 03/29/2024
GENERAL NOTE: UNMARKED HOLES AND UNMARKED HOLES AND UNEVEN TERRAIN, EITHER BY INSTABILITY OF EXTANT AND NON-EXTANT STRUCTURES OR BY INHABITATION OF WILDLIFE, ARE PRESENT THROUGHOUT LANDSCAPE AT THE BARBETTE TIER. CARE SHOULD BE TAKEN WHEN WALKING IN AND AROUND AREA OF CONSTRUCTION.
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WATERPROOFING DETAILS
AutoCAD SHX Text A15.0
AutoCAD SHX Text
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%%U SECTION AT COPING AND MASONRY WALL
AutoCAD SHX Text A15.0
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SCALE
AutoCAD SHX Text H
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%%U COPING STONE JOINT DETAIL
AutoCAD SHX Text A15.0
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SCALE
AutoCAD SHX Text L
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NOTES:
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1. PREPARE MASONRY SUBSTRATES BY REMOVING ALL UNSOUND - PREPARE MASONRY SUBSTRATES BY REMOVING ALL UNSOUND - LOOSE, CRUMBLING, OR OTHERWISE DETERIORATED - SURFACE MATERIAL. REPOINT EXPOSED JOINTS AND STRIKE FLUSH. FILL LOSSES IN PARGING WITH COMPATIBLE CEMENTITIOUS MATERIAL. 2. APPLY PRIMER TO ALL SURFACES TO RECEIVE WATERPROOFING. APPLY PRIMER TO ALL SURFACES TO RECEIVE WATERPROOFING. 3. APPLY WATERPROOFING MEMBRANE TO RECOMMENDED THICKNESS. APPLY WATERPROOFING MEMBRANE TO RECOMMENDED THICKNESS. 4. APPLY DRAINAGE MAT AND ROOT BARRIER AT ALL WATERPROOFED APPLY DRAINAGE MAT AND ROOT BARRIER AT ALL WATERPROOFED SURFACES. 5. PLACE FILL IN LIFTS AND COMPACT. PLACE FILL IN LIFTS AND COMPACT. 6. PROVIDE EROSION CONTROL AND VEGETATION MAT AT ALL PROVIDE EROSION CONTROL AND VEGETATION MAT AT ALL SURFACES.
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%%U INTERIOR AND EXTERIOR CORNER TREATMENT
AutoCAD SHX Text A15.0
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SCALE
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%%U TYPICAL WATERPROOFING SECTION
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%%U TYPICAL CRACK REPAIR - SEALANT
AutoCAD SHX Text A15.0
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SCALE
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%%U MASONRY REPAIR AT VAULT
AutoCAD SHX Text A15.0
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SCALE OF INCHES
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SCALE OF FEET
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SCALE OF INCHES
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%%U TYPICAL CRACK REPAIR - GROUT
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SCALE
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1. REMOVE LOOSE & DETERIORATED STONE.
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2. OPEN CRACK TO RECEIVE CRACK REPAIR MATERIAL.
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3. INSTALL CRACK REPAIR MATERIAL UP TO 1" DEPTH FROM FACE.
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4. WET AREA & THEN INSTALL PATCH REPAIR MATERIAL, FLUSH WITH FACE OF MASONRY.
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
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PMIS/PKG NO.
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DRAWING NO.
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SHEET
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OF
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TITLE OF SHEET
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 308184
AutoCAD SHX Text
AutoCAD SHX Text
GATEWAY NATIONAL RECREATION AREA
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AEW
AutoCAD SHX Text 02/29/2024
AutoCAD SHX Text
LMS
AutoCAD SHX Text
JGWA
| COVER-T1-COVER |
| Sheets and Views |
| COVER-T1-COVER |
| A1 SITE-A1.0 |
| Sheets and Views |
| A1 SITE-A1.0 |
| A2 1STFLPL EXTG COND-A2.0 |
| Sheets and Views |
| A2 1STFLPL EXTG COND-A2.0 |
| A3 2NDFLPL EXTG COND-A3.0 |
| Sheets and Views |
| A3 2NDFLPL EXTG COND-A3.0 |
| A4 BARB FLPL EXTG COND-A4.0 |
| Sheets and Views |
| A4 BARB FLPL EXTG COND-A4.0 |
| A5 TRAN SECT EXTG COND-A5.0 |
| Sheets and Views |
| A5 TRAN SECT EXTG COND-A5.0 |
| A6 LONG SECT EXTG COND-A6.0 |
| Sheets and Views |
| A6 LONG SECT EXTG COND-A6.0 |
| A7 PROB A-A7.0 |
| Sheets and Views |
| A7 PROB A-A7.0 |
| A8 PROB B-A8.0 |
| Sheets and Views |
| A8 PROB B-A8.0 |
| A9 PROB C-A9.0 |
| Sheets and Views |
| A9 PROB C-A9.0 |
| A10 1STFLPL PROP WORK-A10.0 |
| Sheets and Views |
| A10 1STFLPL PROP WORK-A10.0 |
| A11 2NDFLPL PROP WORK-A11.0 |
| Sheets and Views |
| A11 2NDFLPL PROP WORK-A11.0 |
| A12 BARB FLPL PROP WORK-A12.0 |
| Sheets and Views |
| A12 BARB FLPL PROP WORK-A12.0 |
| A13 TRAN SECT PROP WORK-A13.0 |
| Sheets and Views |
| A13 TRAN SECT PROP WORK-A13.0 |
| A14 LONG SECT PROP WORK-A14.0 |
| Sheets and Views |
| A14 LONG SECT PROP WORK-A14.0 |
| A15 DTLS-A15.0 |
| Sheets and Views |
| A15 DTLS-A15.0 |
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