B08_CACL 148702 - Final Construction Documents Drawings 200306.pdf
PDF 11 MB Posted
- Attached to
- Castle Clinton National Monument, New York, NY
- Solicitation number
- 140P2020R0052
About this file
This document package includes final construction drawings and specifications for restoration work at Castle Clinton National Monument in New York, NY. The project scope involves cleaning and restoring the historic stone walls and masonry openings of the structure. Work includes repairs to cracks, loose stones, deteriorated material and repointing of mortar joints. The drawings provide treatment types and notes on preparation, cleaning methods, structural monitoring installation and hazardous material abatement. Bidding contractors will be responsible for verifying existing conditions and dimensions in the field prior to commencing restoration in accordance with the Secretary of Interior's Standards for the Treatment of Historic Properties.
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Other files
| File | Type | Posted |
|---|---|---|
| CACL148702ContractPriceScheduleblank0004_0005.xlsx | XLSX spreadsheet | |
| Sol_140P2020R0052_Amd_0005.pdf | ||
| CACL 148702 ContractPriceScheduleblank_0004.xlsx | XLSX spreadsheet | |
| Sol_140P2020R0052_Amd_0004.pdf | ||
| Wagerateupdate7032020_0003.pdf | ||
| Sol_140P2020R0052_Amd_0003.pdf | ||
| B08_Solit_PSP_Vol_I_Exp_REQD_0003.docx | DOCX document | |
| 20200616_CACL Interior_1of2.mp4 | MP4 file | |
| 20200616_CACL Interior_2of2.mp4 | MP4 file | |
| Castle Clinton QA_0002.docx | DOCX document | |
| Sol_140P2020R0052_Amd_0002.pdf | ||
| CACL Attende list_0002.docx | DOCX document | |
| CACL 148702 Preproposal_0002.pptx | PPTX presentation | |
| Sol_140P2020R0052_Amd_0001.pdf | ||
| B08_CACL 148702 - Final Construction Documents Specifications 200306.pdf | ||
| B08_attachmentCACL 148702_Interior Photo Walkthrough_JUNE 2020.pdf | ||
| Sol_140P2020R0052.pdf | ||
| B03_CACL 148702 Wage Determination.pdf | ||
| B08_SOLIT_140P2020R0052.pdf | ||
| B08_Combined Proposal Submission Pkg.pdf |
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ELIZABETH
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LINDEN
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BAYENNE
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JERSEY
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CITY
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BROOKLYN
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NEWARK
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MANHATTAN
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KEARNY
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HOBOKEN
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STATEN
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ISLAND
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TRK
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TRK
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NEW JERSEY
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NEW YORK
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ATLANTIC
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OCEAN
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CASTLE
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CLINTON
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GREENWICH STREET
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BATTERY PLACE
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BROADWAY
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PEARL STREET
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BRIDGE STREET
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HOUSE
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STATE STREET
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CUSTOMS
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BUILDING
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WHITEHALL
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GREEN
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BOWLING
AutoCAD SHX Text NOTES: 1. CASTLE CLINTON NATIONAL MONUMENT IS A FEDERALLY-OWNED HISTORIC STRUCTURE LOCATED CASTLE CLINTON NATIONAL MONUMENT IS A FEDERALLY-OWNED HISTORIC STRUCTURE LOCATED WITHIN BATTERY PARK, A NEW YORK CITY PARK MANAGED BY THE NYC DEPARTMENT OF PARKS AND RECREATION. COORDINATE ALL SITE ACCESS AND CONSTRUCTION LOGISTICS WITH THE CONTRACTING OFFICER, AS WELL AS PARK STAFF AND REPRESENTATIVES FROM THE CITY OF NEW YORK AS REQUIRED. 2. THIS PROPERTY HAS BEEN DETERMINED TO POSSESS HISTORIC (E.G., ARCHITECTURAL, 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 #66000537). 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 PERFORMED 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 THE CONTRACTOR IS RESPONSIBLE TO VERIFY EXISTING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO COMMENCING WORK. DISCREPANCIES ARE TO BE RESOLVED 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 MEASURED TO FINISHED SURFACES, UNLESS NOTED OTHERWISE. ALL DIMENSIONS SHOWN ARE MEASURED TO FINISHED SURFACES, UNLESS NOTED OTHERWISE.
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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
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RESTORE HISTORIC WALLS AT CASTLE CLINTON
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STATE
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NATIONAL PARK SERVICE
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DENVER SERVICE CENTER
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REGION
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COUNTY
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DEPARTMENT OF THE INTERIOR
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UNITED STATES
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LOCATION WITHIN PARK
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NAME OF PARK
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TITLE OF PROJECT
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NEW YORK
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NEW YORK
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DRAWING NO.
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RESTORE HISTORIC WALLS
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SCALE OF MILES
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CONSTRUCTION DRAWINGS
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BASIC DATA:
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CASTLE CLINTON NATIONAL MONUMENT
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NORTHEAST
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MANHATTAN
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NEW YORK
AutoCAD SHX Text NMCAS 3006 5/56; NM-CAS 3004 4/56; 395/92,000 5/73; COVER SHEET DRAWN 8/98. UPDATED 10/98. SGS.
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PMIS/PKG NO.
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SHEET
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OF
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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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STRUCTURAL:
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JOHN G. WAITE ASSOCIATES, ARCHITECTS, PLLC NEW YORK, NY
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OLD STRUCTURES ENGINEERING, PC NEW YORK, NY
AutoCAD SHX Text 3/6/20 R24 X:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\T1.0 COVER SHEET.DWG T1.0 COVER SHEET R24 X:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\T1.0 COVER SHEET.DWG T1.0 COVER SHEETX:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\T1.0 COVER SHEET.DWG T1.0 COVER SHEET T1.0 COVER SHEETT1.0 COVER SHEET
AutoCAD SHX Text 01 T1.0 COVER SHEET T1.0 COVER SHEET COVER SHEET 02 C1.0 SITE PLAN C1.0 SITE PLAN SITE PLAN 03 C1.1 SITE SURVEY C1.1 SITE SURVEY SITE SURVEY 04 A1.0 FLOOR PLAN A1.0 FLOOR PLAN FLOOR PLAN 05 A1.1 ROOF PLAN A1.1 ROOF PLAN ROOF PLAN 06 A2.0 EXTERIOR ELEVATION 1 A2.0 EXTERIOR ELEVATION 1 EXTERIOR ELEVATION 1 07 A2.1 EXTERIOR ELEVATION 2-5 A2.1 EXTERIOR ELEVATION 2-5 EXTERIOR ELEVATION 2-5 08 A2.2 EXTERIOR ELEVATION 6-9 A2.2 EXTERIOR ELEVATION 6-9 EXTERIOR ELEVATION 6-9 09 A2.3 EXTERIOR ELEVATION 10-13 A2.3 EXTERIOR ELEVATION 10-13 EXTERIOR ELEVATION 10-13 10 A2.4 EXTERIOR ELEVATION 14-17 A2.4 EXTERIOR ELEVATION 14-17 EXTERIOR ELEVATION 14-17 11 A2.5 EXTERIOR ELEVATION 18-22 A2.5 EXTERIOR ELEVATION 18-22 EXTERIOR ELEVATION 18-22 12 A2.6 EXTERIOR ELEVATION 23-26 A2.6 EXTERIOR ELEVATION 23-26 EXTERIOR ELEVATION 23-26 13 A2.7 EXTERIOR ELEVATION 27-30 A2.7 EXTERIOR ELEVATION 27-30 EXTERIOR ELEVATION 27-30 14 A2.8 EXTERIOR ELEVATION 31-34 A2.8 EXTERIOR ELEVATION 31-34 EXTERIOR ELEVATION 31-34 15 A2.9 EXTERIOR ELEVATION 35-38 A2.9 EXTERIOR ELEVATION 35-38 EXTERIOR ELEVATION 35-38 16 A2.10 MASONRY CONDITIONS A2.10 MASONRY CONDITIONS MASONRY CONDITIONS 17 A2.11 MASONRY DETAILS A2.11 MASONRY DETAILS MASONRY DETAILS 18 A3.0 SECTION AND FLASHING DETAILS A3.0 SECTION AND FLASHING DETAILS SECTION AND FLASHING DETAILS 19 A4.0 MASONRY OPENING SCHEDULE A4.0 MASONRY OPENING SCHEDULE MASONRY OPENING SCHEDULE 20 A4.1 EMBRASURE CONDITIONS OPENINGS 04-11 A4.1 EMBRASURE CONDITIONS OPENINGS 04-11 EMBRASURE CONDITIONS OPENINGS 04-11 21 A4.2 EMBRASURE CONDITIONS OPENINGS 12-19 A4.2 EMBRASURE CONDITIONS OPENINGS 12-19 EMBRASURE CONDITIONS OPENINGS 12-19 22 A4.3 EMBRASURE CONDITIONS OPENINGS 21-28 A4.3 EMBRASURE CONDITIONS OPENINGS 21-28 EMBRASURE CONDITIONS OPENINGS 21-28 23 A4.4 EMBRASURE CONDITIONS OPENINGS 29-36 A4.4 EMBRASURE CONDITIONS OPENINGS 29-36 EMBRASURE CONDITIONS OPENINGS 29-36 24 S1.0 STRUCTURAL NOTES S1.0 STRUCTURAL NOTES STRUCTURAL NOTES 25 S2.0 FLOOR PLAN AND SECTIONS FOR MONITORING SYSTEM S2.0 FLOOR PLAN AND SECTIONS FOR MONITORING SYSTEM FLOOR PLAN AND SECTIONS FOR MONITORING SYSTEM 26 H1.0 ASBESTOS-CONTAINING MATERIAL LOCATIONSH1.0 ASBESTOS-CONTAINING MATERIAL LOCATIONSASBESTOS-CONTAINING MATERIAL LOCATIONS
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CASTLE CLINTON NATIONAL MONUMENT
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BATTERY PARK, NEW YORK, NY 10004
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%%ULOCATION_PLAN
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BATTERY PARK
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NY HARBOR
ENLARGED PLAN N.T.S.
TITLE OF SHEET
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DRAWING NO.
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SHEET
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OF
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
AutoCAD SHX Text 03/06/2020
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NAR
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ACS
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JGWA
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CASTLE CLINTON NATIONAL MONUMENT
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AutoCAD SHX Text NOTES: 1. SITE ACCESS: PROJECT SITE IS LOCATED WITHIN A SIGNIFICANT AREA OF PEDESTRIAN TRAFFIC. SITE ACCESS: PROJECT SITE IS LOCATED WITHIN A SIGNIFICANT AREA OF PEDESTRIAN TRAFFIC. GENERAL ACCESS TO AND EGRESS FROM THE PROJECT WILL BE FROM STATE STREET. CONTRACTOR WILL BE ALLOWED LIMITED VEHICLE ACCESS ON THE EXISTING PAVED ROADS FROM STATE STREET TO THE CONSTRUCTION STAGING AREA ONLY USING THE VEHICLE ACCESS ROUTE INDICATED ON SHEET T1.0; NO VEHICLE ACCESS IS ALLOWED ON LANDSCAPED AREAS. CONTRACTOR PARKING IS NOT ALLOWED ON SITE. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGES TO PAVED ROADS OR LANDSCAPED AREAS OUTSIDE OF THE PROJECT LIMIT LINE INCURRED BY CONSTRUCTION ACTIVITIES. 2. LIMITS OF WORK, EXTERIOR: THE CONSTRUCTION AREA WILL INCLUDE A 10'-0" WIDE PERIMETER LIMITS OF WORK, EXTERIOR: THE CONSTRUCTION AREA WILL INCLUDE A 10'-0" WIDE PERIMETER AROUND EXTERIOR OF THE STRUCTURE, WHERE SCAFFOLDING MAY BE ERECTED. THE AREA INSIDE THE FENCE WILL BE THE LIMITS OF WORK FOR THE CONTRACTOR. THIS AREA WILL BE ENCLOSED BY A 6'-0" HIGH CHAIN LINK FENCE. THE FENCE SHALL BE HELD IN PLACE BY GROUND PENETRATIONS; PUBLIC ACCESS AT THE EAST (FRONT) AND WEST (REAR) ENTRANCES WILL BE ACCOMMODATED AT ALL TIMES. 3. LIMITS OF WORK, INTERIOR: THE CONSTRUCTION AREA WILL INCLUDE ONLY THE INTERIOR SURFACE LIMITS OF WORK, INTERIOR: THE CONSTRUCTION AREA WILL INCLUDE ONLY THE INTERIOR SURFACE OF THE EXTERIOR STONE MASONRY WALLS AS SHOWN AS BID OPTION 1 ON SHEET A1.0. ACCESS MAY BE PROVIDED BY MANLIFT TO FACILITATE THE WORK IN THESE LOCATIONS, AND WILL BE CLOSELY COORDINATED WITH THE CONTRACTING OFFICER AS WELL AS PARK STAFF TO ACCOMMODATE UNINTERRUPTED PUBLIC USE AND OCCUPANCY OF THE PROJECT SITE. 4. NO MATERIALS MAY BE STORED ON OR INSIDE THE STRUCTURE, OR ON THE SITE OUTSIDE THE NO MATERIALS MAY BE STORED ON OR INSIDE THE STRUCTURE, OR ON THE SITE OUTSIDE THE LIMITS OF WORK. 5. STAGING AREA: THE STAGING AREA WILL BE AN ADDITIONAL FENCED ENCLOSURE CONTIGUOUS WITH STAGING AREA: THE STAGING AREA WILL BE AN ADDITIONAL FENCED ENCLOSURE CONTIGUOUS WITH THE EXTERIOR LIMITS OF WORK AND LOCATED AS SHOWN ON DRAWINGS TO ACCOMMODATE LIMITED MATERIALS STORAGE, DUMPSTERS, AND SANITARY FACILITIES. THE EXACT CONFIGURATION AND LOCATION OF THIS AREA WILL BE ESTABLISHED ON SITE WITH THE CONTRACTING OFFICER AND PARK STAFF. 6. ELECTRICAL POWER: POWER FOR THE PROJECT SHALL BE PROVIDED FROM THE EXISTING PANEL ELECTRICAL POWER: POWER FOR THE PROJECT SHALL BE PROVIDED FROM THE EXISTING PANEL LOCATED WITHIN AND SERVING THE MONUMENT. THE CONTRACTOR WILL BE RESPONSIBLE FOR CODE COMPLIANT CONNECTION AND SHALL PROVIDE DETAILED CONNECTION DRAWINGS FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. PAYMENT OF ASSOCIATED UTILITY USE CHARGES SHALL BE PROVIDED BY THE PARK. 7. POTABLE WATER FOR CONSTRUCTION: WATER FOR THE PROJECT SHALL BE PROVIDED FROM THE POTABLE WATER FOR CONSTRUCTION: WATER FOR THE PROJECT SHALL BE PROVIDED FROM THE EXISTING WATER SERVICE LOCATED WITHIN AND SERVING THE MONUMENT AT THE BASEMENT LEVEL. THE CONTRACTOR WILL BE RESPONSIBLE FOR CODE COMPLIANT CONNECTION AND SHALL PROVIDE DETAILED CONNECTION DRAWINGS FOR APPROVAL PRIOR TO COMMENCEMENT OF WORK. 8. EMERGENCY ACCESS: EMERGENCY FIRST RESPONDERS AS WELL AS NPS AND NYC DEPARTMENT OF EMERGENCY ACCESS: EMERGENCY FIRST RESPONDERS AS WELL AS NPS AND NYC DEPARTMENT OF PARKS AND RECREATION WILL HAVE EMERGENCY ACCESS TO ALL AREAS SURROUNDING THE STRUCTURE AT ALL TIMES. 9. REMOVE, REFURBISH, AND REINSTALL SIGNS AT (1) LOCATION AT PUBLIC ENTRANCE AND (2) REMOVE, REFURBISH, AND REINSTALL SIGNS AT (1) LOCATION AT PUBLIC ENTRANCE AND (2) LOCATIONS AT PUBLIC EXIT. 10. PROVIDE TEMPORARY TREE PROTECTION AT (6) LOCATIONS. REFER TO A1.1 FOR DETAILS. ALL WORK PROVIDE TEMPORARY TREE PROTECTION AT (6) LOCATIONS. REFER TO A1.1 FOR DETAILS. ALL WORK TO CONFORM TO NYC DEPARTMENT OF PARKS AND RECREATION TREE PROTECTION PROTOCOL. 11. OVERHEAD PROTECTION: SIDEWALK SHEDS SHALL BE INSTALLED AT PUBLIC ENTRANCE AND PUBLIC OVERHEAD PROTECTION: SIDEWALK SHEDS SHALL BE INSTALLED AT PUBLIC ENTRANCE AND PUBLIC EXIT AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND PROVIDE OVERHEAD PROTECTION TO THE PUBLIC. TEMPORARY CATCHMENT SYSTEMS SHALL BE PROVIDED AT THE WOOD SHINGLE ROOF AND BARRICADES WILL BE INSTALLED AT THE INTERIOR WHILE EXTERIOR WORK IS ACTIVE. CONTRACTOR TO COORDINATE INSTALLATION WITH CONTRACTING OFFICER. 12. SITE RESTORATION: CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGES TO PAVED ROADS SITE RESTORATION: CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGES TO PAVED ROADS OR LANDSCAPED AREAS INCURRED BY CONSTRUCTION ACTIVITIES WITHIN PROJECT SITE AND RESTORING ENTIRE AREA WITHIN PROJECT SITE UPON PROJECT COMPLETION. EXISTING CONDITIONS OF PAVED ACCESS ROUTES SHALL BE DOCUMENTED BY CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. PAVERS DAMAGED BY GROUND PENETRATIONS ASSOCIATED WITH CONSTRUCTION FENCE INSTALLATION SHALL BE REPLACED IN KIND. 13. LANDSCAPED AREAS ARE TO BE RESTORED IN ACCORDANCE WITH NYC DEPARTMENT OF PARKS AND LANDSCAPED AREAS ARE TO BE RESTORED IN ACCORDANCE WITH NYC DEPARTMENT OF PARKS AND RECREATION (DPR) REQUIREMENTS. CONTRACTOR SHALL AERATE, TOP-DRESS AND RE-SEED TOPSOIL. GRASS SEED TO CONSIST OF FESCUE, BLUEGRASS, AND PERENNIAL RYE GRASS. VARIETIES, MIXTURES, AND PROPORTIONS SHALL BE PER DPR STANDARDS. 14. REFER TO H1.0 FOR HAZARDOUS MATERIALS AND ABATEMENT SCOPE OF WORK.REFER TO H1.0 FOR HAZARDOUS MATERIALS AND ABATEMENT SCOPE OF WORK.
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PUBLIC ENTRANCE
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TEMPORARY TREE PROTECTION. REFER TO A1.1 FOR DETAILS.
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AutoCAD SHX Text 10.34
AutoCAD SHX Text 9.96
AutoCAD SHX Text 9.96
AutoCAD SHX Text 10.10
AutoCAD SHX Text 10.19
AutoCAD SHX Text 10.22
AutoCAD SHX Text 10.13
AutoCAD SHX Text 10.48
AutoCAD SHX Text 10.49
AutoCAD SHX Text 10.23
AutoCAD SHX Text 10.09
AutoCAD SHX Text 7.77
AutoCAD SHX Text 7.79
AutoCAD SHX Text 7.80
AutoCAD SHX Text 7.81
AutoCAD SHX Text 7.93
AutoCAD SHX Text 8.28
AutoCAD SHX Text 8.65
AutoCAD SHX Text 8.93
AutoCAD SHX Text 9.20
AutoCAD SHX Text 9.48
AutoCAD SHX Text 9.84
AutoCAD SHX Text 9.91
AutoCAD SHX Text 10.02
AutoCAD SHX Text 9.44
AutoCAD SHX Text 9.20
AutoCAD SHX Text 9.01
AutoCAD SHX Text 9.09
AutoCAD SHX Text 9.60
AutoCAD SHX Text 8.1
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AutoCAD SHX Text 8.3
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AutoCAD SHX Text 8.5
AutoCAD SHX Text 9.0
AutoCAD SHX Text 8.9
AutoCAD SHX Text 9.2
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AutoCAD SHX Text 10.0
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AutoCAD SHX Text 10.8
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AutoCAD SHX Text 8.0
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AutoCAD SHX Text 7.8
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AutoCAD SHX Text 10.4
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AutoCAD SHX Text 10.7
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AutoCAD SHX Text 11.4
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PAVERS
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PAVERS
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PAVERS
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PAVERS
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GRASS
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GRASS
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GRASS
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ASPHALT
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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BXE
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BXE
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BXE
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BXE
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BXE
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BXE
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BXE
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BXE
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BXU
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MHU RIM 9.02 LOCKED
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MHD RIM 9.54 LOCKED
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MHE
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UV
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VENT
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MHU RIM 8.00 LOCKED
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INLET GR. 8.68 DEBRIS BOT. 5.2
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INLET GR. 9.82 UNABLE TO SEE PIPES BOT. 8.0
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INLET GR. 8.40 FILLED W/DEBRIS
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INLET GR. 8.64 FILLED W/DEBRIS
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INLET GR. 10.06 UNABLE TO SEE PIPES BOT. 7.0
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INLET GR. 9.08 FILLED W/DEBRIS
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INLET GR. 8.17 FILLED W/DEBRIS
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INLET GR. 7.64 FILLED W/DEBRIS
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INLET GR. 7.69 INV. 5.0
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BENCHES ON
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CONCRETE
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BXE
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BENCHES
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ON CONCRETE
AutoCAD SHX Text 9.99
AutoCAD SHX Text 9.91
AutoCAD SHX Text 9.60
AutoCAD SHX Text 9.54
AutoCAD SHX Text 9.98
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CONCRETE
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ASPHALT
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GRASS
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LP
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AutoCAD SHX Text 10.57
AutoCAD SHX Text 10.53
AutoCAD SHX Text 9.14
AutoCAD SHX Text 9.36
AutoCAD SHX Text 10.48
AutoCAD SHX Text 9.64
AutoCAD SHX Text 10.44
AutoCAD SHX Text 9.95
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TC 11.03
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BC 10.48
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TC 10.57
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BC 10.21
AutoCAD SHX Text 9.65
AutoCAD SHX Text 9.40
AutoCAD SHX Text 10.31
AutoCAD SHX Text 9.26
AutoCAD SHX Text 10.52
AutoCAD SHX Text 9.10
AutoCAD SHX Text 9.82
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TW 11.24
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TW14.40
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TW 11.23
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TW14.41
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TW 11.24
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TW 11.31
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STONE WALL
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STONE WALL
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CONCRETE
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CURB
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CONCRETE
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CURB
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CONCRETE
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CURB
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CONC.
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CURB
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CONC.
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AutoCAD SHX Text 10.60
AutoCAD SHX Text 10.03
AutoCAD SHX Text 9.90
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BC 10.63
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BC 10.83
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BC 10.79
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BXU
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FACE OF EXTERIOR STONE WALL
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EDGE OF CONCRETE FOUNDATION
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CASTLE CLINTON
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INTERIOR NOT SHOWN
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VENT CHAMBER
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MAP REFERENCE 1
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10" VIT,
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MAP REF 1
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12" VIT,
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MAP REF 1
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12" SD
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12" SD
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12" SD
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12" SD
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APPROXIMATE LOCATION OF
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MAP REFERNCE 1
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TOP OF UNDERPASS
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APPROXIMATELY 2' BELOW GRADE
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AT THIS LOCATION
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TOP OF UNDERPASS
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APPROXIMATELY 0.5' BELOW GRADE
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3" ELECTRIC
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1 1/2" TELEPHONE
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2" GAS
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4" FORCE MAIN 9SANITARY0
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2" WATER
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MAP REFERENCE 1
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UNKNOWN UTILITY
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LOCATION AS PER
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PAVEMENT TRENCH PATCH
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CONCRETE BOLLARD
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W/CHAIN RUNNING BETWEEN
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BUILDING
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LP
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SN
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BC 9.31
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BC 10.28
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ASPHALT RAMP
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GRASS
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OVERGROWN HEDGE
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OBSTRUCTS WALL
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OVERGROWN HEDGE
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OBSTRUCTS WALL
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GRASS
AutoCAD SHX Text 7.28
AutoCAD SHX Text 7.44
AutoCAD SHX Text 7.33
AutoCAD SHX Text 7.23
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AutoCAD SHX Text 7.36
AutoCAD SHX Text 7.26
AutoCAD SHX Text 7.52
AutoCAD SHX Text 7.17
AutoCAD SHX Text 8.18
AutoCAD SHX Text 7.84
AutoCAD SHX Text 7.79
AutoCAD SHX Text 7.66
AutoCAD SHX Text 7.65
AutoCAD SHX Text 7.96
AutoCAD SHX Text 8.20
AutoCAD SHX Text 8.31
AutoCAD SHX Text 8.82
AutoCAD SHX Text 7.79
AutoCAD SHX Text 7.73
AutoCAD SHX Text 7.41
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AutoCAD SHX Text 8.02
AutoCAD SHX Text 9.00
AutoCAD SHX Text 8.90
AutoCAD SHX Text 9.24
AutoCAD SHX Text 8.63
AutoCAD SHX Text 9.11
AutoCAD SHX Text 8.67
AutoCAD SHX Text 9.10
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AutoCAD SHX Text 8.98
AutoCAD SHX Text 9.02
AutoCAD SHX Text 8.96
AutoCAD SHX Text 9.50
AutoCAD SHX Text 9.46
AutoCAD SHX Text 9.14
AutoCAD SHX Text 8.74
AutoCAD SHX Text 9.82
AutoCAD SHX Text 9.88
AutoCAD SHX Text 9.47
AutoCAD SHX Text 9.29
AutoCAD SHX Text 9.36
AutoCAD SHX Text 9.71
AutoCAD SHX Text 9.90
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AutoCAD SHX Text 9.01
AutoCAD SHX Text 8.57
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TITLE OF SHEET
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DRAWING NO.
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PMIS/PKG NO.
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SHEET
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OF
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
AutoCAD SHX Text 03/06/2020
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NAR
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ACS
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JGWA
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CASTLE CLINTON NATIONAL MONUMENT
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AutoCAD SHX Text NOTES: 1. COORDINATES AND BEARINGS ARE BASED ON NEW YORK LONG ISLAND STATE PLANE COORDINATES AND BEARINGS ARE BASED ON NEW YORK LONG ISLAND STATE PLANE AND BEARINGS ARE BASED ON NEW YORK LONG ISLAND STATE PLANE AND BEARINGS ARE BASED ON NEW YORK LONG ISLAND STATE PLANE BEARINGS ARE BASED ON NEW YORK LONG ISLAND STATE PLANE BEARINGS ARE BASED ON NEW YORK LONG ISLAND STATE PLANE ARE BASED ON NEW YORK LONG ISLAND STATE PLANE ARE BASED ON NEW YORK LONG ISLAND STATE PLANE BASED ON NEW YORK LONG ISLAND STATE PLANE BASED ON NEW YORK LONG ISLAND STATE PLANE ON NEW YORK LONG ISLAND STATE PLANE ON NEW YORK LONG ISLAND STATE PLANE NEW YORK LONG ISLAND STATE PLANE NEW YORK LONG ISLAND STATE PLANE YORK LONG ISLAND STATE PLANE YORK LONG ISLAND STATE PLANE LONG ISLAND STATE PLANE LONG ISLAND STATE PLANE ISLAND STATE PLANE ISLAND STATE PLANE STATE PLANE STATE PLANE PLANE PLANE COORDINATE SYSTEM (NAD83) AS DETERMINED BY GPS OBSERVATIONS. 2. ELEVATIONS ARE BASED ON NAVD1988 DATUM AS DETERMINED BY GPS ELEVATIONS ARE BASED ON NAVD1988 DATUM AS DETERMINED BY GPS OBSERVATIONS.. 3. THIS SURVEY REFLECTS CONDITIONS AS SURVEYED BY MFS BETWEEN 4/4/2019 THIS SURVEY REFLECTS CONDITIONS AS SURVEYED BY MFS BETWEEN 4/4/2019 THROUIGH 4/5/2019. 4. SUBSURFACE UTILITIES, IF ANY, ARE BASED ON THE FOLLOWING: SUBSURFACE UTILITIES, IF ANY, ARE BASED ON THE FOLLOWING: a. SURFACE STRUCTURES SURFACE STRUCTURES b. MAP REFERENCES AS NOTED BELOW. THE EXISTENCE AND ALIGNMENT OF ANY MAP REFERENCES AS NOTED BELOW. THE EXISTENCE AND ALIGNMENT OF ANY UTILITIES FROM MAP REFERENCES ARE UNKNOWN TO MFS, AND ARE TO BE CONFIRMED BY OTHERS PRIOR TO ANY CONSTRUCTION OR DESIGN. 5. INVERTS PROVIDED FOR STORM SEWERS SHOWN ON THE SURVEY WERE TAKEN FROM INVERTS PROVIDED FOR STORM SEWERS SHOWN ON THE SURVEY WERE TAKEN FROM FIELD MEASUREMENTS. 6. LOCATIONS OF ANY AND ALL UTILITIES ARE TO BE VERIFIED, BY OTHERS, PRIOR TO LOCATIONS OF ANY AND ALL UTILITIES ARE TO BE VERIFIED, BY OTHERS, PRIOR TO ANY CONSTRUCTION. 7. THE EXISTENCE OF UNDERGROUND TANKS HAS NOT BEEN DETERMINED AS PART OF THE EXISTENCE OF UNDERGROUND TANKS HAS NOT BEEN DETERMINED AS PART OF THIS SURVEY. 8. SUBSURFACE ENCROACHMENTS AND VAULTS, IF ANY, HAVE NOT BEEN DETERMINED, SUBSURFACE ENCROACHMENTS AND VAULTS, IF ANY, HAVE NOT BEEN DETERMINED, AND ARE NOT SHOWN. 9. THERE WERE NO VISIBLE STREAMS OR NATURAL WATER COURSES IN THE PROPERTY THERE WERE NO VISIBLE STREAMS OR NATURAL WATER COURSES IN THE PROPERTY AT THE TIME OF THE FIELD SURVEY. 10. AS PER CONTRACTUAL AGREEMENT PROPERTY LINES HAVE NOT BEEN SURVEYED.. AS PER CONTRACTUAL AGREEMENT PROPERTY LINES HAVE NOT BEEN SURVEYED.. 11. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209, SUB-DIVISION 2 OF THE NY STATE EDUCATION LAW.
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AutoCAD SHX Text 3/6/20 R24 X:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\C1.1 SURVEY.DWG C1.1 SURVEY R24 X:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\C1.1 SURVEY.DWG C1.1 SURVEYX:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\C1.1 SURVEY.DWG C1.1 SURVEY C1.1 SURVEYC1.1 SURVEY
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%%U TOPOGRAPHIC SURVEY
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SITE SURVEY
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SCALE
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AutoCAD SHX Text MAP REFERENCES: 1. U.S DEPT. OF THE INTERIOR, NATIONAL PARK SERVICE, PLANNING & CONSTRUCTION U.S DEPT. OF THE INTERIOR, NATIONAL PARK SERVICE, PLANNING & CONSTRUCTION DIVISION, EXTERIOR REHABILITATION & GROUNDS DEVELOPMENT, BATTERY PARK, NY, NY, CASTLE CLINTON NATIONAL MONUMENT, GRADING, PAVING & UTILITY PLAN, DRAWING NUMBER NM-C?? 2004B, DATED 10/5/1931.
AutoCAD SHX Text ABBREVIATIONS BC - BOTTOM OF CURB - BOTTOM OF CURB BOTTOM OF CURB BOT. - BOTTOM - BOTTOM BOTTOM BW - BOTTOM OF WALL - BOTTOM OF WALL BOTTOM OF WALL BXE - BOX ELECTRIC - BOX ELECTRIC BOX ELECTRIC BXU - BOX UNKNOWN USE - BOX UNKNOWN USE BOX UNKNOWN USE CO - CLEAN OUT - CLEAN OUT CONC - CONCRETE - CONCRETE CONCRETE CPP - CORRUGATED PLASTIC PIPE - CORRUGATED PLASTIC PIPE CORRUGATED PLASTIC PIPE GR - GRATE - GRATE GRATE LP - LIGHT POLE - LIGHT POLE LIGHT POLE INV. - INVERT - INVERT MHD - MANHOLE STORM DRAIN - MANHOLE STORM DRAIN MANHOLE STORM DRAIN MHE - MANHOLE ELECTRIC - MANHOLE ELECTRIC MANHOLE ELECTRIC MHU - MANHOLE UNKNOWN USE - MANHOLE UNKNOWN USE MANHOLE UNKNOWN USE SD - STORM DRAIN - STORM DRAIN STORM DRAIN TC - TOP OF CURB - TOP OF CURB TOP OF CURB TW - TOP OF WALL - TOP OF WALL TOP OF WALL UV - VALVE UNKNOWN USE - VALVE UNKNOWN USE VALVE UNKNOWN USE VIT - VITRIFIED CLAY PIPE - VITRIFIED CLAY PIPE VITRIFIED CLAY PIPE WV - WATER VALVE- WATER VALVEWATER VALVE
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SCALE OF FEET
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MFS
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MFS
MFS
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TITLE OF SHEET
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DRAWING NO.
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PMIS/PKG NO.
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SHEET
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OF
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
AutoCAD SHX Text 03/06/2020
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NAR
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ACS
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JGWA
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CASTLE CLINTON NATIONAL MONUMENT
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AutoCAD SHX Text 132677
AutoCAD SHX Text NOTES: 1. INTERIOR TO REMAIN OPEN TO THE PUBLIC DURING CONSTRUCTION. INTERIOR TO REMAIN OPEN TO THE PUBLIC DURING CONSTRUCTION. SIDEWALK SHEDS SHALL BE INSTALLED AT PUBLIC ENTRANCE AND PUBLIC EXIT AS REQUIRED TO ACCOMMODATE CONSTRUCTION AND PROVIDE OVERHEAD PROTECTION TO THE PUBLIC. TEMPORARY CATCHMENT SYSTEMS SHALL BE PROVIDED AT THE INNER EAVE OF THE WOOD SHINGLE ROOF AND BARRICADES SHALL BE INSTALLED AT THE INTERIOR WHERE EXTERIOR WORK AT THE PARAPET WALL IS ACTIVE. CONTRACTOR TO COORDINATE INSTALLATION OF TEMPORARY PROTECTION AT THE INTERIOR WITH CONTRACTING OFFICER. 2. LIMITS OF WORK, INTERIOR: THE CONSTRUCTION AREA WILL INCLUDE LIMITS OF WORK, INTERIOR: THE CONSTRUCTION AREA WILL INCLUDE ONLY THE INTERIOR SURFACE OF THE EXTERIOR STONE MASONRY WALLS AS DESCRIBED IN BID OPTION 01. ACCESS MAY BE PROVIDED BY MANLIFT TO FACILITATE THE WORK IN THESE LOCATIONS, AND WILL BE CLOSELY COORDINATED WITH THE CONTRACTING OFFICER AS WELL AS PARK STAFF TO ACCOMMODATE UNINTERRUPTED PUBLIC USE AND OCCUPANCY OF THE PROJECT SITE. WORK AT INTERIOR TO BE WORK AT INTERIOR TO BE COORDINATED WITH CONTRACTING OFFICER AND PARK STAFF. 3. BID OPTION 1 (BO1): CLEAN ALL INTERIOR STONE WALL SURFACES BID OPTION 1 (BO1): CLEAN ALL INTERIOR STONE WALL SURFACES USING PRELIMINARY SPRAY CLEANING AND RESTORE INTERIOR SURFACES OF STONE WALLS, INCLUDING REPOINTING, CRACK AND PATCH REPAIRS WHERE INDICATED. BRICK WALLS AND WOOD FLOORING NOT IN SCOPE. 4. REFER TO A2 SERIES SHEETS (ELEVATIONS) FOR TREATMENT TYPE REFER TO A2 SERIES SHEETS (ELEVATIONS) FOR TREATMENT TYPE DESCRIPTIONS AND WORK AT EXTERIOR WALL SURFACES. 5. REMOVE AND REINSTALL DEVICES WHERE NOTED TO FACILITATE REMOVE AND REINSTALL DEVICES WHERE NOTED TO FACILITATE MASONRY RESTORATION WORK. PROTECT ALL WIRING AND REPAIR CONNECTIONS IF IMPACTED DURING CONSTRUCTION. 6. MASONRY RESTORATION AND CLEANING MOCK-UPS TO BE LOCATED MASONRY RESTORATION AND CLEANING MOCK-UPS TO BE LOCATED BETWEEN MASONRY OPENINGS #27 AND #32 OR AS DIRECTED BY CONTRACTING OFFICER IN THE FIELD.
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AutoCAD SHX Text 3/6/20 R24 X:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\A1.0 FLOOR PLAN.DWG A1.0 FLOOR PLAN R24 X:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\A1.0 FLOOR PLAN.DWG A1.0 FLOOR PLANX:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\A1.0 FLOOR PLAN.DWG A1.0 FLOOR PLAN A1.0 FLOOR PLANA1.0 FLOOR PLAN
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%%U FLOOR PLAN
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RETAIL SALES BOOTH
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STATUE OF LIBERTY TICKET SALES BOOTH
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FLOOR PLAN
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BO1: PROVIDE TREATMENT B5 AT 50% OF WALL SURFACES, INCLUDING BUTTRESSES.
AutoCAD SHX Text BO1: PROVIDE TREATMENT B5 AT 50% OF WALL SURFACES, INCLUDING BUTTRESSES. PROVIDE 20% REPOINTING.
AutoCAD SHX Text BO1: PROVIDE TREATMENT B5 AT 20% OF LOWER HALF OF WALL SURFACES. PROVIDE 100% REPOINTING AT LOWER (3) COURSES.
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SCALE OF FEET
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LEGEND:
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HISTORIC MASONRY OPENING NUMBER. REFER TO SHEET A4.0.
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FULL HEIGHT VERTICAL CRACK AT EXTERIOR SURFACE OF WALL. REFER TO ELEVATIONS.
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CR #00
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INTERIOR SPACES NOT IN SCOPE.
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INTERIOR SPACES NOT IN SCOPE.
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BROWNSTONE WALLS
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WOOD PLANKING FLOOR (NOT IN SCOPE)
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BRICK WALLS (NOT IN SCOPE)
CENTER POINTS OF EXTERIOR WALL RADIUS, (2) DIMENSIONS (VERIFY IN FIELD).
2A: SECTION
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2B: ENLARGEMENT SECTION
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2C: PLAN
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DRAWING NO.
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PMIS/PKG NO.
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SHEET
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OF
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DATE:
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DESIGNED:
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TECH. REVIEW:
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SUB SHEET NO.
AutoCAD SHX Text 03/06/2020
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NAR
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ACS
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JGWA
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CASTLE CLINTON NATIONAL MONUMENT
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AutoCAD SHX Text ROOF PLAN NOTES: 1. WOOD SHINGLE ROOF AND CONCRETE ROOF TILES NOT IN SCOPE. WOOD SHINGLE ROOF AND CONCRETE ROOF TILES NOT IN SCOPE. 2. PROVIDE LEAD T-CAPS SET IN SEALANT TO BE INSTALLED AT ALL SKYWARD FACING PROVIDE LEAD T-CAPS SET IN SEALANT TO BE INSTALLED AT ALL SKYWARD FACING JOINTS, TYPICAL AT SALLY PORT AND (2) CHIMNEYS. REFER TO A2.11 FOR DETAILS. 3. INSTALL BACKER ROD IMMEDIATELY FOLLOWING ABATEMENT WORK AT SKYWARD INSTALL BACKER ROD IMMEDIATELY FOLLOWING ABATEMENT WORK AT SKYWARD FACING JOINTS. REFER TO A3.0 FOR FLASHING DETAILS AND H1.0 FOR ABATEMENT WORK AT PARAPET COPING STONES. 4. REMOVE AND REINSTALL DEVICES WHERE NOTED TO FACILITATE WORK AT COPING REMOVE AND REINSTALL DEVICES WHERE NOTED TO FACILITATE WORK AT COPING STONES. PROTECT ALL WIRING AND REPAIR CONNECTIONS IF IMPACTED DURING CONSTRUCTION. 5. BID OPTION 02: CONTRACTOR TO REMOVE EXISTING AIR TERMINALS AND BID OPTION 02: CONTRACTOR TO REMOVE EXISTING AIR TERMINALS AND ASSOCIATED CONDUIT AND PROVIDE NEW EXPOSED, ALUMINUM, LIGHTING PROTECTION SYSTEM AS PER UL96A AND NFPA780 AT FULL PERIMETER OF PARAPET WALL. NEW SYSTEM TO INCLUDE (5) NEW DOWNLEADS/GROUND RODS AND UTILIZE (6) EXISTING DOWNLEADS/GROUND RODS. ALL COMPONENTS SHALL MEET REQUIREMENTS FOR GALVANIC COMPATIBILITY. PROVIDE UL MASTER LABEL CERTIFICATION.
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FULL HEIGHT VERTICAL CRACK AT EXTERIOR SURFACE OF WALL. REFER TO ELEVATIONS.
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CR #00
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CENTER POINTS OF EXTERIOR WALL RADIUS, (2) DIMENSIONS (VERIFY IN FIELD).
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AutoCAD SHX Text TREE PROTECTION NOTES: 1. INSTALL FENCE AND POST TO ALL EXISTING PLANTING TO BE PROTECTED ON SITE. FENCE TO BE INSTALLED AND LOCATION APPROVED BY CONTRACTING OFFICER BEFORE WORK BEGINS. 2. FENCE MUST REMAIN AND BE MAINTAINED THROUGH DURATION OF CONSTRUCTION. 3. ALL WORK TO CONFORM TO NYC DEPARTMENT OF PARKS AND RECREATION TREE PROTECTION PROTOCOL.
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CASTLE CLINTON
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ELEVATION 1
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DRAWING NO.
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PMIS/PKG NO.
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SHEET
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OF
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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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NAR
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ACS
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JGWA
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CASTLE CLINTON NATIONAL MONUMENT
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AutoCAD SHX Text 3/5/20 R24 X:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\A2.0 EXT ELEV 1.DWG A2.0 EXT ELEV 1 R24 X:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\A2.0 EXT ELEV 1.DWG A2.0 EXT ELEV 1X:\18F0023 NPS CASTLE CLINTON\06 - CONSTRUCTION DOCUMENTS\01 SHEETS\A2.0 EXT ELEV 1.DWG A2.0 EXT ELEV 1 A2.0 EXT ELEV 1A2.0 EXT ELEV 1
AutoCAD SHX Text TREATMENT TYPES A. RESTORATION WORK TO INCLUDE ONE OR MORE OF THE FOLLOWING: RESTORATION WORK TO INCLUDE ONE OR MORE OF THE FOLLOWING: A.1. SALVAGE EXISTING STONE AND PROVIDE NEW FULL STONE REPLACEMENT. ASSUME 12" DEPTH. WHERE SALVAGE EXISTING STONE AND PROVIDE NEW FULL STONE REPLACEMENT. ASSUME 12" DEPTH. WHERE REPLACEMENT WORK IS ADJACENT TO A CRACK, REBUILD OUTER WYTHE OF STONE TO REESTABLISH ORIGINAL COURSING AND JOINT PATTERN. A.2. REMOVE LOOSE STONE AND PROVIDE NEW STONE VENEER FULL FACE DUTCHMAN. ASSUME 6" DEPTH. REMOVE LOOSE STONE AND PROVIDE NEW STONE VENEER FULL FACE DUTCHMAN. ASSUME 6" DEPTH. A.3. PROVIDE 4"X12"X4" DUTCHMAN FROM SALVAGED MATERIAL. PROVIDE 4"X12"X4" DUTCHMAN FROM SALVAGED MATERIAL. A.4. RESET DISPLACED STONE. RESET DISPLACED STONE. A.5. PROVIDE CUSTOM CARVED DUTCHMAN FROM SALVAGED MATERIAL. PROVIDE CUSTOM CARVED DUTCHMAN FROM SALVAGED MATERIAL. A.6. RESECURE STONE LINTEL AT CENTER THROUGH CRACK AND INSTALL MASONRY TIES AT UNDERSIDE OF RESECURE STONE LINTEL AT CENTER THROUGH CRACK AND INSTALL MASONRY TIES AT UNDERSIDE OF LINTEL, (4) LOCATIONS PER STONE, 12 O.C. WITH 12" MINIMUM EMBEDMENT. A.7. SALVAGE EXISTING LINTEL AND PROVIDE NEW STONE LINTEL REPLACEMENT. REMOVE EXISTING METAL ROD SALVAGE EXISTING LINTEL AND PROVIDE NEW STONE LINTEL REPLACEMENT. REMOVE EXISTING METAL ROD AT BACK FACE OF LINTEL WHERE EXTANT AND REPLACE WITH 3/4" DIAMETER STAINLESS STEEL ROD. ASSUME 6'-0" LENGTH. B. RESTORATION WORK TO INCLUDE ONE OR MORE OF THE FOLLOWING: RESTORATION WORK TO INCLUDE ONE OR MORE OF THE FOLLOWING: B.1. PROVIDE CRACK REPAIR. ASSUME 12" DEEP CRACK REPAIR AT 70% OF LOCATIONS SHOWN. PROVIDE CRACK REPAIR. ASSUME 12" DEEP CRACK REPAIR AT 70% OF LOCATIONS SHOWN. B.2. REMOVE LOOSE/FLAKING MATERIAL AND PREVIOUS PATCHING MATERIAL AT WEATHERING EDGES OF STONE REMOVE LOOSE/FLAKING MATERIAL AND PREVIOUS PATCHING MATERIAL AT WEATHERING EDGES OF STONE AND PROVIDE PATCH REPAIR AT DEFICIENT AREAS TO ALLOW FOR WATERSHED. ASSUME PATCHING TO BE PROVIDED WITHIN 1" OF EDGE. B.3. REMOVE LOOSE/FLAKING MATERIAL AND PREVIOUS PATCHING MATERIAL. PROVIDE PATCH REPAIR AT REMOVE LOOSE/FLAKING MATERIAL AND PREVIOUS PATCHING MATERIAL. PROVIDE PATCH REPAIR AT DEFICIENT AREAS TO ALLOW FOR WATERSHED. ASSUME UP TO 40% OF STONE FACE REQUIRES MATERIAL REMOVAL AND 10% REQUIRES PATCH INSTALLATION. B.4. REMOVE PREVIOUS PATCH MATERIAL AT PROFILE EDGE OF COPING STONE AND RETOOL TO SHED WATER. REMOVE PREVIOUS PATCH MATERIAL AT PROFILE EDGE OF COPING STONE AND RETOOL TO SHED WATER. B.5. PROVIDE 2"X4"X2" PATCH REPAIR. PROVIDE 2"X4"X2" PATCH REPAIR. B.6. REMOVE LOOSE/FLAKING MATERIAL AND RETOOL DETERIORATED STONE TO ALLOW FOR WATERSHED. REMOVE LOOSE/FLAKING MATERIAL AND RETOOL DETERIORATED STONE TO ALLOW FOR WATERSHED. C. REMOVE EXISTING METAL ANCHORS WHERE EXTANT AND PROVIDE PATCH REPAIR.REMOVE EXISTING METAL ANCHORS WHERE EXTANT AND PROVIDE PATCH REPAIR.
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HISTORIC MASONRY OPENING #
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REPOINT MORTAR JOINT.
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1. COMPLETELY REPOINT ALL MORTAR JOINTS OF SALLY PORT CONSTRUCTION, COMPLETELY REPOINT ALL MORTAR JOINTS OF SALLY PORT CONSTRUCTION, INCLUDING WALL RETURNS AND DOOR JAMBS AS WELL AS CONSTRUCTION ABOVE ROOF LINE. 2. PROVIDE PRELIMINARY SOUNDING OF MASONRY SURFACES AT SALLY PORT PROVIDE PRELIMINARY SOUNDING OF MASONRY SURFACES AT SALLY PORT PRIOR TO PROCEEDING WITH MASONRY RESTORATION WORK AS IDENTIFIED ON A2.0 ELEVATIONS. 3. PROVIDE TREATMENT TYPE B3 AT RETURN JAMBS AND UNDERSIDE OF DOOR PROVIDE TREATMENT TYPE B3 AT RETURN JAMBS AND UNDERSIDE OF DOOR LINTEL AT SALLY PORT ENTRANCE, TYPICAL. 4. REMOVE CORROSION AT IRON STRAP OVER DOOR LINTEL USING REMOVE CORROSION AT IRON STRAP OVER DOOR LINTEL USING LOW-PRESSURE MICRO-ABRASIVE SYSTEM. PREPARE AND PAINT. 5. PROVIDE LEAD T-CAPS SET IN SEALANT TO BE INSTALLED AT ALL SKYWARD PROVIDE LEAD T-CAPS SET IN SEALANT TO BE INSTALLED AT ALL SKYWARD FACING JOINTS, TYPICAL AT SALLY PORT AND (2) CHIMNEYS. 6. REMOVE AND REINSTALL (2) LIGHT FIXTURES AT RETURN JAMBS OF SALLY REMOVE AND REINSTALL (2) LIGHT FIXTURES AT RETURN JAMBS OF SALLY PORT ENTRANCE.
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