123796_Full Binder_P2_RTA_ADD 001_Revised - V2.pdf
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- Solicitation number
- W912DS22B0025
About this file
This document provides details on a federal contract opportunity for renovation and repair work at Building 20 of the Watervliet Arsenal in New York. The U.S. Army Corps of Engineers seeks to repair and renovate portions of Building 20 that have not recently been updated, including hazardous material removal, window, door and siding replacement, restroom and locker room accessibility upgrades, office renovations, entrance replacements including ramps and vestibules, stair hall and vestibule renovations, and exterior masonry repairs. The estimated construction cost is between $10 and $25 million. The solicitation number is W912DS22B0025 and proposals are due in September 2022, with an award projection also in September 2022. The opportunity is identified as a pre-solicitation and the involved agency is the Department of the Army Corps of Engineers Engineering District New York.
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PROJECT
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US Army Corps of Engineers ®
P N
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NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN - ADDENDUM 001
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NTSSCALE:
VICINITY MAP
NTSSCALE:
LOCATION MAP
NTSSCALE:
CAMPUS MAP
PROJECT
LOCATION
US Army Corps of Engineers New York District
WATERVLIET ARSENAL, NEW YORK
BUILDING 20 RENOVATION AND REPAIR
USACE, WATERVLIET, NEW YORK
SUBMITTED BY:
SUBMITTED BY:
SUBMITTED BY:
SUBMITTED BY:
SUBMITTED BY:
SUBMITTED BY:
SUBMITTED BY:
SUBMITTED BY:
ARCH
- CIVIL
- ELECT
- ENVIR
- MECH
- STRUCT/INTER
- GEOT
- CAD/BIM COORD
THE FOLLOWING SIGNATURES BELOW INDICATE OFFICIAL APPROVAL OF ALL DRAWINGS IN THIS SET.
SUBMITTED BY:
- FIRE
9400 WARD PARKWAY
KANSAS CITY, MO 64114
SUBMITTED BY:
- INTERIORS
W912DS-19-D-0011CONTRACT NO.:
SOLICITATION NO.:
ISSUE DATE: AUGUST 2022
10 NORTH PARK PLACE, SUITE 300
MORRISTOWN, NJ 07960
BUILDING LOCATION
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08/18/2022
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1 753
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2 864 10
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US Army Corps of Engineers ®
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NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN - ADDENDUM 001
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ARCHITECTURE SHEET INDEX
SHEET
NUMBER SHEET NAME
AD152 DEMO CEILING PLAN - SECOND FLOOR
AD153 DEMOLITION CEILING PLAN ENLARGED
AD201 DEMO - EXTERIOR ELEVATIONS
AD202 DEMO - EXTERIOR ELEVATIONS
A-010 SITE PLAN
A-011 OVERALL GROUND FLOOR PLAN
A-012 OVERALL SECOND FLOOR PLAN
A-021 OVERALL ROOF PLAN
A-101 ENLARGED PLANS
A-103 ENLARGED RAMP PLAN
A-151 GROUND FLOOR REFLECTED CEILING PLAN
A-152 SECOND FLOOR REFLECTED CEILING PLAN
A-153 ENLARGED CEILING PLANS
A-201 EXTERIOR BUILDING ELEVATIONS - INSULATED METAL PANEL
A-202 EXTERIOR BUILDING ELEVATIONS - INSULATED METAL PANEL
A-203 ARCHITECTURAL EXTERIOR BUILDING ELEVATIONS- BID OPTION #6
A-204 ARCHITECTURAL EXTERIOR BUILDING ELEVATIONS - BID OPTION #6
A-251 ENLARGED EXTERIOR ELEVATIONS
A-311 WALL SECTIONS
A-410 STAIR RAILING
A-420 ENLARGED PLAN MEN'S LATRINE & LOCKER ROOM - GROUND FLOOR
A-421 MEN'S LATRINE & LOCKER ROOM ELEVATIONS - GROUND FLOOR
A-422 ENLARGED WOMEN'S LATRINE AND LOCKER ROOM - GROUND FLOOR
PLANS
A-423 WOMEN'S LATRINE & LOCKER ROOM ELEVATIONS - GROUND FLOOR
A-424 ENLARGED MEN & WOMEN'S LATRINE PLAN AND ELEVATIONS -
SECOND FLOOR
A-425 ENLARGED PLAN AND INTERIOR ELEVATIONS
A-426 ENLARGED STAIR HALL PLAN - BID OPTION
A-427 ENTRY CANOPY ELEVATIONS - BID OPTION
A-428 ENLARGED RAMP AND CANOPY ELEVATIONS
A-429 RAMP SECTION VIEWS
A-430 ENLARGED RAMP/STAIR RAILING DETAILS
A-431 ENLARGED VESTIBULE PLANS
A-432 ENLARGED OFFICE KITCHENETTE PLANS AND ELEVATIONS
A-433 ENLARGED CONNECTOR PLANS AND ELEVATION
A-434 TOOL ROOM - FLOOR PLANS AND ELEVATIONS
A-435 NORTHEAST RAMP - PLANS AND SECTIONS
A-436 ENTRY LIFT - PLANS AND DETAILS
A-437 ENLARGED MANUFACTURING OFFICE - FLOOR PLANS
A-501 PARTITION TYPES
A-511 PARTITION TYPE DETAILS
A-521 PENETRATION DETAILS
A-551 INTERIOR DETAILS
A-552 FLOOR TRANSITION DETAILS
A-553 MILLWORK DETAILS
A-554 MILLWORK DETAILS
A-571 ROOF DETAILS
A-577 MISCELLANEOUS DETAILS
A-601 DOOR SCHEDULE
A-621 DOOR DETAILS
A-622 DOOR DETAILS
A-623 DOOR DETAILS
A-624 DOOR DETAILS
A-651 WINDOW SCHEDULE AND DETAILS
A-661 WINDOW DETAILS
A-662 WINDOW DETAILS
A-665 STOREFRONT ELEVATIONS
A-666 STOREFRONT ELEVATIONS
A-667 TRANSLUCENT PANELS ELEVATIONS
A-668 TRANSLUCENT PANELS ELEVATIONS
A-669 TRANSLUCENT PANELS ELEVATIONS
A-670 TRANSLUCENT PANELS ELEVATIONS
A-671 STOREFRONT AND TRANSPARENT PANEL DETAILS
A-672 STOREFRONT AND TRANSLUCENT PANEL DETAILS
A-673 STOREFRONT AND TRANSLUCENT PANEL DETAILS
A-701 ROOM FINISH LEGEND AND SCHEDULE
A-711 GROUND FLOOR SIGNAGE AND FINISH PLAN
A-713 SECOND FLOOR SIGNAGE AND FINISH PLAN
ARCHITECTURE SHEET INDEX
SHEET
NUMBER SHEET NAME
AG001 ARCHITECTURAL LEGEND AND ABBREVIATIONS
AG002 ARCHITECTURAL GENERAL NOTES
AG003 ADA INFORMATION
AG004 ADA INFORMATION
AD001 DEMOLITION GENERAL NOTES
AD010 OVERALL GROUND FLOOR DEMOLITION PLAN
AD011 OVERALL SECOND FLOOR DEMOLITION PLAN
AD101 ENLARGED DEMOLITION PLANS
AD102 ENLARGED DEMO ENTRY PLAN
AD103 DEMO AREA PLANS
AD104 DEMO AREA PLANS
AD105 ENLARGED DEMO STAIR ENCLOSURE PLANS
AD106 ENLARGED DEMO RAMP PLAN
AD151 DEMO CEILING PLAN - GROUND FLOOR
STRUCTURAL SHEET INDEX
SHEET
NUMBER SHEET NAME
S-0000 PROJECT STARTUP
S-001 GENERAL NOTES
S-002 GENERAL NOTES
S-003 LEGEND AND ABBREVIATIONS
S-004 SPECIAL INSPECTIONS
S-005 SPECIAL INSPECTIONS
S-006 SPECIAL INSPECTIONS
S-011 GROUND FLOOR - STRUCTURAL PLAN - OVERALL
S-012 ROOF - STRUCTURAL PLAN - OVERALL
S-201 WALL/ WINDOW REPLACEMENT ELEVATION - BID OPTION
S-202 WALL/ WINDOW REPLACEMENT ELEVATION- BID OPTION
S-300 FOUNDATION SECTIONS
S-301 FOUNDATION SECTIONS
S-401 ENLARGED EQUIPMENT PAD PLANS
S-402 ENLARGED NORTH RAMP PLANS
S-405 MAIN ENTRY CANOPY FOUNDATION - BID OPTION
S-406 CHILLER PAD ENLARGED PLAN - BID OPTION
S-407 PIT PLANS AND SECTIONS
S-408 ENLARGED EAST RAMP PLANS
S-409 ENLARGED PLANS MECHANICAL EQUIPMENT SUPPORT - BID OPTION
S-410 NORTH RAMP SECTIONS
S-411 NORTH RAMP STAIR SECTIONS
S-412 EAST RAMP SECTIONS
S-500 STANDARD CONCRETE DETAILS
S-501 STANDARD CONCRETE DETAILS
S-502 STANDARD STEEL DETAILS
S-503 TYPICAL PIPE SUPPORT DETAILS
S-504 STANDARD MASONRY DETAILS
S-505 WINDOW/ WALL REPLACEMENT MISC. STEEL DETAILS
S-506 WINDOW/WALL REPLACEMENT MISC STEEL DETAILS
S-520 NORTH RAMP SLAB DETAILS
S-530 TYPICAL STEEL CONNECTION DETAILS
S-531 TYPICAL STEEL CONNECTION DETAILS
MECHANICAL SHEET INDEX
SHEET
NUMBER SHEET NAME
M-001 MECHANICAL GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
MD101 GROUND FLOOR MECHANICAL DEMO PLAN
MD102 MECHANICAL DEMO MEZZANINE PARTIAL PLAN - ENLARGED
MD300 MECHANICAL DEMO GROUND FLOOR PARTIAL PLAN - ENLARGED
M-100 OVERALL PHASING PLANS
M-101 OVERALL GROUND FL. PLAN
M-102 GROUND FLOOR - DUCTWORK PLAN - AREA A
M-103 GROUND FLOOR - DUCTWORK PLAN - AREA B
M-104 GROUND FLOOR - DUCTWORK PLAN - AREA C
M-105 GROUND FLOOR - DUCTWORK PLAN - AREA D
M-106 MEZZANINE - MECHANICAL DUCTWORK PLAN
M-107 ROOF -MECHANICAL PLAN
MP101 GROUND FLOOR - PIPING PLAN - AREA A
MP102 GROUND FLOOR - PIPING PLAN - AREA B
MP103 GROUND FLOOR - PIPING PLAN - AREA C
MP104 GROUND FLOOR - PIPING PLAN - AREA D
MP105 MEZZANINE - PIPING PLAN
M-300 SECTIONS
M-301 SECTIONS
M-302 SECTIONS
M-303 SECTIONS
M-304 SECTIONS
M-305 SECTIONS
M-306 SECTIONS
M-501 MECHANICAL DETAILS
M-502 MECHANICAL DETAILS
M-503 MECHANICAL DETAILS
M-504 MECHANICAL DETAILS
M-505 MECHANICAL DETAILS
M-506 MECHANICAL DETAILS
M-507 MECHANICAL DETAILS
M-600 SCHEDULES
M-601 SCHEDULES
M-602 SCHEDULES
M-603 SCHEDULES
M-700 CONTROLS - LEGEND, SYMBOLS & ABBREVIATIONS
M-701 CONTROLS
M-702 CONTROLS - EXISTING RTU'S
M-703 CONTROLS - GMU
M-704 CONTROLS - UH'S & FTR'S
M-705 CONTROLS - DOAS
M-706 CONTROLS - NEW RTU'S
M-707 CONTROLS - NEW RTU'S POINTLIST
M-708 CONTROLS - CUH'S & PUH'S
M-709 CONTROLS - DSS
M-710 CONTROLS - CHILLER PLANT
M-711 CONTROLS - CHILLER PLANT POINTLIST
M-712 CONTROLS - DOOR HEATERS & PRV
M-800 AIRFLOW DIAGRAM
M-801 HYDRONIC PIPING DIAGRAMS
M-802 STEAM PIPING DIAGRAM MFR AREA
M-803 STEAM PIPING DIAGRAM-ADMIN NORTH AREA
M-804 STEAM PIPING DIAGRAM- ADMIN SOUTH AREA
GENERAL SHEET INDEX
SHEET
NUMBER SHEET NAME
G-001 COVER SHEET
GI001 SHEET INDEX
GI002 SHEET INDEX
GC001 PHASING NOTES
GC002 PHASING PLANS
GC003 ENLARGED PHASING PLANS
GC004 ENLARGED PHASING PLANS
GC005 ENLARGED PHASING PLANS
GC006 ACCESS AND LAYDOWN PLAN
PLUMBING SHEET INDEX
SHEET
NUMBER SHEET NAME
P-001 PLUMBING GENERAL NOTES, SYMBOLS, AND ABBREVIATIONS
PD010 PLUMBING UNDERSLAB DEMO PLAN
PD101 PLUMBING GROUND FLOOR DEMO PLAN
PD102 GROUND FLOOR OVERALL DEMO PLAN
PD103 SECOND FLOOR OVERALL DEMO PLAN
PD104 GROUND FLOOR - STORM DEMOLITION PLAN - AREA A
PD105 GROUND FLOOR - STORM DEMOLITION PLAN - AREA B
PD106 GROUND FLOOR - STORM DEMOLITION PLAN - AREA C
PD107 GROUND FLOOR - STORM DEMOLITION PLAN - AREA D
PD108 GROUND FLOOR - DCW DEMOLITION PLAN - AREA A
PD109 GROUND FLOOR - DCW DEMOLITION PLAN - AREA B
PD110 GROUND FLOOR - DCW DEMOLITION PLAN - AREA C
PD111 GROUND FLOOR - DCW DEMOLITION PLAN - AREA D
PD112 GROUND FLOOR - COMPRESSED AIR DEMOLITION PLAN - AREA A
PD113 GROUND FLOOR - COMPRESSED AIR DEMOLITION PLAN - AREA B
PD114 GROUND FLOOR - COMPRESSED AIR DEMOLITION PLAN - AREA C
PD115 GROUND FLOOR - COMPRESSED AIR DEMOLITION PLAN - AREA D
PD116 GROUND FLOOR - HVAC DRAIN - DEMOLITION PLAN
PD201 PLUMBING SECOND FLOOR DEMO PLAN
P-101 GROUND FLOOR - PLUMBING PLAN - OVERALL
P-102 GROUND FLOOR - DCW PLUMBING PLAN - AREA A
P-103 GROUND FLOOR - DCW PLUMBING PLAN - AREA B
P-104 GROUND FLOOR - DCW PLUMBING PLAN - AREA C
P-105 GROUND FLOOR - DCW PLUMBING PLAN - AREA D
P-106 GROUND FLOOR - STORM PLUMBING PLAN - AREA A
P-107 GROUND FLOOR - STORM PLUMBING PLAN - AREA B
P-108 GROUND FLOOR - STORM PLUMBING PLAN - AREA C
P-109 GROUND FLOOR - STORM PLUMBING PLAN - AREA D
P-110 GROUND FLOOR - COMPRESSED AIR PLAN - AREA A
P-111 GROUND FLOOR - COMPRESSED AIR PLAN - AREA B
P-112 GROUND FLOOR - COMPRESSED AIR PLAN - AREA C
P-113 GROUND FLOOR - COMPRESSED AIR PLAN - AREA D
P-114 SECOND FLOOR - PLUMBING PLAN - OVERALL
P-400 PLUMBING UNDERSLAB - ENLARGED PLANS
P-401 PLUMBING GROUND FLOOR - ENLARGED PLANS
P-402 PLUMBING SECOND FLOOR - ENLARGED PLANS
P-501 PLUMBING DETAILS
P-502 PLUMBING DETAILS
P-503 PLUMBING DETAILS
P-601 PLUMBING SCHEDULES
P-602 PLUMBING SCHEDULES
P-701 PLUMBING RISER DIAGRAM - DOMESTIC WATER
P-702 PLUMBING RISER DIAGRAM - DOMESTIC WATER
P-703 PLUMBING RISER DIAGRAM - DOMESTIC WATER
P-704 PLUMBING RISER DIAGRAM - SANITARY AND VENT
P-705 PLUMBING RISER DIAGRAM - SANITARY AND VENT
P-706 PLUMBING RISER DIAGRAM - STORM
P-707 PLUMBING RISER DIAGRAM - COMPRESSED AIR
P-708 PLUMBING RISER DIAGRAM - COMPRESSED AIR
FIRE SHEET INDEX
SHEET
NUMBER SHEET NAME
FA001 FIRE ALARM NOTES, LEGEND AND ABBREVIATIONS
FA101 GROUND FLOOR FIRE ALARM PLAN
FA101D GROUND FLOOR FIRE ALARM PLAN - AREA D
FA102 SECOND FLOOR FIRE ALARM PLAN
FA111 FIRE ALARM ENLARGED PLAN
FA601 FIRE ALARM ONE-LINE DIAGRAM
FX001 FIRE SUPPRESSION NOTES, LEGEND AND ABBREVIATIONS
FX101 GROUND FLOOR OVERALL FIRE SUPPRESSION PLAN
FX101A GROUND FLOOR FIRE SUPPRESSION PLAN - AREA A
FX101B GROUND FLOOR FIRE SUPPRESSION PLAN - AREA B
FX101C GROUND FLOOR FIRE SUPPRESSION PLAN - AREA C
FX101D GROUND FLOOR FIRE SUPPRESSION PLAN - AREA D
FX102 SECOND FLOOR OVERALL FIRE SUPPRESSION PLAN
FX102A SECOND FLOOR FIRE SUPPRESSION PLAN - AREA A
FX102B SECOND FLOOR FIRE SUPPRESSION PLAN - AREA B
FX102C SECOND FLOOR FIRE SUPPRESSION PLAN - AREA C
FX102D SECOND FLOOR FIRE SUPPRESSION PLAN - AREA D
FX301 FIRE SUPPRESSION SECTIONS
FX601 FIRE SUPPRESSION RISER DIAGRAM
LIFE SAFETY SHEET INDEX
SHEET
NUMBER SHEET NAME
F-001 LIFE SAFETY CODE AND CRITERIA
F-002 OVERALL GROUND FLOOR LIFE SAFETY PLAN
F-010 GROUND FLOOR LIFE SAFETY PLAN
F-011 SECOND FLOOR LIFE SAFETY PLAN
CIVIL SHEET INDEX
SHEET
NUMBER SHEET NAME
C-001 CIVIL LEGEND AND ABBREVIATIONS
C-002 CIVIL GENERAL NOTES
VF100 EXISTING CONDITIONS PLAN
CD100 SITE DEMOLITION PLAN
CS100 SITE PLAN
CS500 SITE DETAILS - 1
CS501 SITE DETAILS - 2
CS502 SITE DETAILS - 3
CU500 UTILITY DETAILS - 1
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2 864 10
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US Army Corps of Engineers ®
P N
O
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN - ADDENDUM 001
W D
S -1
-D
-0
/1
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:1
:2
P
M
GI002
D e s ig n e r
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S H
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ELECTRICAL SHEET INDEX
SHEET
NUMBER SHEET NAME
E-001 ELECTRICAL LEGENDS AND NOTES
E-002 ELECTRICAL ABBREVIATIONS, NOTES AND TYPICAL MOUNTING
HEIGHT DETAIL
E-003 ELECTRICAL NOTES
ED010 GROUND FLOOR - DEMOLITION PLAN - OVERALL
ED011 SECOND FLOOR - DEMOLITION PLAN - OVERALL
ED101 GROUND FLOOR - ELECTRICAL DEMOLITION PLAN - AREA A
ED102 GROUND FLOOR - ELECTRICAL DEMOLITION PLAN - AREA B
ED103 GROUND FLOOR - ELECTRICAL DEMOLITION PLAN - AREA C
ED104 GROUND FLOOR - ELECTRICAL DEMOLITION PLAN - AREA D
ED105 GROUND FLOOR - ELECTRICAL DEMOLITION PLAN - AREAS E & F
ED106 GROUND FLOOR - ELECTRICAL DEMOLITION REFLECTED CEILING
PLAN - AREAS E AND F
ED201 SECOND FLOOR - ELECTRICAL DEMOLITION PLAN - AREA A
ED202 SECOND FLOOR - ELECTRICAL DEMOLITION PLAN - AREA B
ED203 SECOND FLOOR - ELECTRICAL DEMOLITION PLAN - AREA C
ED204 SECOND FLOOR - ELECTRICAL DEMOLITION PLAN - AREA D
ED205 SECOND FLOOR - ELECTRICAL DEMOLITION PLAN - AREAS E & F
ED206 SECOND FLOOR - ELECTRICAL DEMOLITION REFLECTED CEILING
PLAN - AREAS E AND F
ED401 ELEVATIONS
ED701 ONE-LINE DIAGRAM - DEMOLITION - 1 OF 5
ED702 ONE-LINE DIAGRAM - DEMOLITION - 2 OF 5
ED703 ONE-LINE DIAGRAM - DEMOLITION - 3 OF 5
ED704 ONE-LINE DIAGRAM - DEMOLITION - 4 OF 5
ED705 ONE-LINE DIAGRAM - DEMOLITION - 5 OF 5
EG101 ROOF - LIGHTNING PROTECTION PLAN
EG501 LIGHTNING PROTECTION DETAILS & NOTES
EL010 OVERALL - GROUND FLOOR - LIGHTING PLAN
EL011 OVERALL - SECOND FLOOR - LIGHTING PLAN
EL105 GROUND FLOOR - LIGHTING PLAN - AREAS E & F
EL205 SECOND FLOOR - LIGHTING PLAN - AREAS E & F
EL501 LIGHTING DETAILS
EL601 LIGHTING FIXTURE SCHEDULE
EP010 OVERALL - GROUND FLOOR - POWER PLAN
EP011 OVERALL - SECOND FLOOR - POWER PLANS
EP101 GROUND FLOOR - POWER PLAN - AREA A
EP102 GROUND FLOOR - POWER PLAN - AREA B
EP103 GROUND FLOOR - POWER PLAN - AREA C
EP104 GROUND FLOOR - POWER PLAN - AREA D
EP105 GROUND FLOOR - POWER PLAN - AREAS E & F
EP201 BUSWAY - POWER PLAN - AREA A
EP202 BUSWAY - POWER PLAN - AREA B
EP203 BUSWAY - POWER PLAN - AREA C
EP204 BUSWAY - POWER PLAN - AREA D
EP205 SECOND FLOOR - POWER PLAN - AREAS E & F
EP301 GROUND FLOOR - MECHANICAL POWER PLAN - OVERALL
EP302 GROUND FLOOR - MECHANICAL POWER PLAN - AREA C
EP303 GROUND FLOOR - MECHANICAL POWER PLAN - AREA D
EP304 GROUND FLOOR - MECHANICAL POWER PLAN - AREAS E & F
EP305 SECOND FLOOR - MECHANICAL POWER PLAN - OVERALL
EP306 SECOND FLOOR - MECHANICAL POWER PLAN - AREA A
EP307 SECOND FLOOR - MECHANICAL POWER PLAN - AREA B
EP308 SECOND FLOOR - MECHANICAL POWER PLAN - AREA C
EP309 SECOND FLOOR - MECHANICAL POWER PLAN - AREA D
EP310 SECOND FLOOR - MECHANICAL POWER PLAN - AREAS E & F
EP311 ROOF - MECHANICAL POWER PLAN
EP401 ENLARGED POWER PLANS
EP501 ELECTRICAL DETAILS
EP601 PANELBOARD SCHEDULES
EP602 PANELBOARD SCHEDULES
EP603 PANELBOARD / DISTRIBUTION BOARD SCHEDULE
EP604 ELECTRICAL EQUIPMENT SCHEDULES
EP605 MECHANICAL EQUIPMENT SCHEDULE
EP701 ONE-LINE DIAGRAM - 1 OF 5
EP702 ONE-LINE DIAGRAM - 2 OF 5
EP703 ONE-LINE DIAGRAM - 3 OF 5
EP704 ONE-LINE DIAGRAM - 4 OF 5
EP705 ONE-LINE DIAGRAM - 5 OF 5
TELECOMMUNICATIONS SHEET LIST
SHEET
NUMBER SHEET NAME
TN001 TELECOMMUNICATIONS LEGENDS AND ABBREVIATIONS
TN002 TELECOMMUNICATIONS GENERAL NOTES
TN010 GROUND FLOOR - TELECOMMUNICATIONS PLAN - OVERALL
TN011 SECOND FLOOR - TELECOMMUNICATIONS PLAN - OVERALL
TN101 GROUND FLOOR - TELECOMMUNICATIONS PLAN - AREA A
TN102 GROUND FLOOR - TELECOMMUNICATIONS PLAN - AREA B
TN103 GROUND FLOOR - TELECOMMUNICATIONS PLAN - AREA C
TN104 GROUND FLOOR - TELECOMMUNICATIONS PLAN - AREA D
TN105 GROUND FLOOR - TELECOMMUNICATIONS PLAN - AREAS E & F
TN205 SECOND FLOOR - TELECOMMUNICATIONS PLAN - AREAS E & F
TN401 ENLARGED TELECOMMUNICATIONS PLANS
TN501 TELECOMMUNICATIONS DETAILS
TN502 TELECOMMUNICATIONS DETAILS
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GENERAL NOTES:
1. ALL DIMENSIONS, ELEVATIONS, AND STATIONS ARE IN US SURVEY FEET UNLESS INDICATED
OTHERWISE.
2. ALL PIPE SIZES ARE IN INCHES UNLESS INDICATED OTHERWISE.
3. CALLOUTS, COORDINATES, ELEVATIONS, AND DIMENSIONS ARE POINTED TO OR MEASURED TO
STRUCTURE CENTER, EDGE OF PAVEMENT, BACK OF CURB, OR OUTSIDE FACE OF FOUNDATION
WALL, UNLESS INDICATED OTHERWISE.
EXISTING CONDITION NOTES:
1. THE LOCATIONS OF STRUCTURES AND UNDERGROUND UTILITIES AS INDICATED HAVE BEEN
OBTAINED FROM EXISTING RECORDS AND INFORMATION GATHERED DURING A GPR INVESTIGATION, BUT MAY NOT BE ALL INCLUSIVE. CONTRACTOR SHALL FIELD VERIFY LOCATIONS. UNDERGROUND
STRUCTURES AND UTILITIES MAY BE PRESENT WHICH ARE NOT DOCUMENTED OR LOCATED.
2. THE CONTRACTOR SHALL FIELD-CHECK ALL EXISTING CONDITIONS AND BE THOROUGHLY FAMILIAR WITH THE SITE BEFORE ANY WORK COMMENCES. ANY DISCREPANCIES IN THE DRAWINGS SHALL BE
IMMEDIATELY REPORTED TO THE COR BEFORE ANY FURTHER WORK COMMENCES.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO FIELD-VERIFY EXISTING STRUCTURES, UTILITIES, AND SURVEY INFORMATION, AND TO TAKE NECESSARY PRECAUTIONS DURING
DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL VERIFY EXISTENCE AND MARK LOCATIONS OF ALL UTILITIES, INCLUDING SERVICE CONNECTIONS TO UNDERGROUND UTILITIES PRIOR TO
BEGINNING WORK. CONTRACTOR SHALL CONTACT THE COR AND ALL ASSOCIATED UTILITY
COMPANIES AND AGENCIES TO IDENTIFY THE LOCATION OF UTILITIES. THERE IS NO GUARANTEE, EITHER EXPRESSED OR IMPLIED, THAT THE LOCATIONS, SIZE AND TYPE OF MATERIAL OF EXISTING
UNDERGROUND UTILITIES INDICATED ARE REPRESENTATIVE OF THOSE TO BE ENCOUNTERED
DURING CONSTRUCTION.
4. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE COR OF OPERATIONAL PLANS. IN
THE EVENT AN UNEXPECTED UTILITY OR STRUCTURE INTERFERENCE OR CONFLICT IS
ENCOUNTERED DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR.
ANY UTILITY SERVICES OR STRUCTURES DISTURBED BY THE CONTRACTOR'S OPERATIONS SHALL BE
RESTORED IMMEDIATELY AT CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE COR.
5. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ITEMS NOT TO BE DISTURBED DURING
DEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL REPAIR OR REPLACE DAMAGED OR
DISTURBED ITEMS TO THE SATISFACTION OF THE COR.
6. SPECIAL HANDLING AND CONSIDERATION SHALL BE REQUIRED FOR EXCAVATED SOILS THOUGHT TO
CONTAIN CONTAMINATED SUBSTANCES. CONTRACTOR SHALL PERIODICALLY MONITOR EXCAVATED
SOILS. SOILS SHALL BE TREATED ON SITE OR DISPOSED OF PROPERLY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS AND THE PROJECT SPECIFICATIONS. CONTRACTOR
SHALL COORDINATE REMOVAL OF CONTAMINATED MATERIALS WITH THE COR.
SURVEY NOTES:
1. INFORMATION SHOWN HEREON IS FROM A FIELD SURVEY CONDUCTED BY M.J. ENGINEERING AND
LAND SURVEYING, P.C. ON MARCH 31, 2022.
2. THE HORIZONTAL DATUM IS REFERENCED TO NORTH AMERICAN DATUM OF 1983, NEW YORK STATE
PLANE EAST ZONE 3101.
3. THE VERTICAL DATUM IS REFERENCED TO NGS BENCHMARK J 89 (PID MZ0902) (NAVD88).
4. CONTOUR INTERVAL = 1 FOOT.
5. NORTH IS ORIENTED TO GRID NORTH FROM GPS OBSERVATION.
6. UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON EVIDENCE VISIBLE AT GROUND LEVEL, INFORMATION RECORDED DURING STRUCTURE INVESTIGATION, RECORD INFORMATION PROVIDED
BY THE CLIENT, AND UNDERGROUND UTILITY LOCATING SERVICES, COMPLETED IN ACCORDANCE WITH ASCE STANDARDS FOR QUALITY LEVEL B (QLB) SUBSURFACE UTILITY LOCATING. THIS MAPPING
DOES NOT PURPORT TO SHOW ALL UNDERGROUND UTILITIES ON SITE AND IS SUBJECT TO
VERIFICATION BY EXCAVATION.
7. ALL COORDINATES AND ELEVATIONS SHOWN HEREON ARE IN U.S. SURVEY FEET.
RECORD DRAWING NOTES:
1. CONTRACTOR SHALL MAINTAIN UPDATED RECORD DRAWINGS AT ALL TIMES THROUGH THE
DURATION OF THE PROJECT. CONSTRUCTION RECORD DRAWINGS IN CAD AND GIS FORMAT SHALL BE SUBMITTED TO THE COR. AS-BUILTS FOR ALL UTILITY SYSTEMS SHALL BE FIELD SURVEYED AND
STAMPED BY LICENSED SURVEYOR IN THE STATE OF NEW YORK.
2. DURING CONSTRUCTION OF THE PROJECT, CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING
TRACK OF ANY COR APPROVED FIELD CONSTRUCTION REVISIONS TO THE DESIGN DEPICTED ON
APPROVED CONSTRUCTION DRAWINGS. THE REVISIONS SHALL BE USED TO PREPARE RECORD
DRAWINGS OF THE COMPLETED CONSTRUCTION.
3. ALL VARIATIONS IN PROJECT CONDITIONS, LOCATIONS AND CONFIGURATIONS, AND ANY OTHER
CHANGES OR DEVIATIONS FROM THE INFORMATION PRESENTED ON THE ORIGINAL, APPROVED
CONSTRUCTION DRAWINGS SHALL BE NOTED. THIS INCLUDES BURIED OR CONCEALED
CONSTRUCTION AND UTILITY FEATURES THAT WERE REVEALED DURING CONSTRUCTION.
4. CONTRACTOR SHALL RETAIN A STATE OF NEW YORK LICENSED SURVEYOR TO LOCATE PROJECT IMPROVEMENTS AND PROVIDE A PLANIMETRIC AND TOPOGRAPHIC SURVEY OF THE PROJECT SITE AFTER CONSTRUCTION IS COMPLETED. HORIZONTAL ACCURACY SHALL BE THIRD ORDER, CLASS II AS INDICATED ON USACE EM 1110-1-005. VERTICAL ACCURACY SHALL BE THIRD ORDER AS INDICATED ON USACE EM 1110-1-005. SURVEY SHALL BE TIED TO THE NORTH AMERICAN DATUM OF 1983 (NAD83)
AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). SURVEY SHALL INCLUDE ALL
UTILITIES WITHIN THE SURVEY AREA. UTILITIES SHALL BE LOCATED IN ACCORDANCE WITH THE PRACTICES AND PROCEDURES OUTLINED IN ASCE 38-02, SUE LEVEL B. THE TOPOGRAPHIC SURVEY SHALL DEPICT CONTOURS AT A 1 FOOT INTERVAL. THE DIGITAL TOPOGRAPHIC MAP(S) SHALL BE COMPILED IN AUTOCAD CIVIL 3D FORMAT. CONTRACTOR SHALL PROVIDE 3D DIGITAL MAPPING AND
DIGITAL TERRAIN MODELING TO THE COR AFTER COMPLETION OF THE SURVEY.
GENERAL DEMOLITION NOTES:
1. PRIOR TO ANY EXCAVATION AND/OR DIGGING, A DIG SAFE PERMIT MUST BE REQUESTED A MINIMUM OF TEN (10) BUSINESS DAYS PRIOR TO THE START OF WORK. CONTRACTOR SHALL SUBMIT THE
PERMIT REQUEST ALONG WITH A MAP OF THE AFFECTED AREA TO COR.
2. PRIOR TO THE START OF ANY DEMOLITION WORK, INSTALL ALL SOIL EROSION AND SEDIMENT
CONTROL MEASURES.
3. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS SHALL BE DISPOSED OF OFF
INSTALLATION IN ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. SEE
SPECIFICATION SECTION 02 41 00 FOR TESTING REQUIREMENTS ON REMOVAL OF EXCESS MATERIAL.
4. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE FOLLOWING MATERIALS:
AGGREGATE, CONCRETE, ASPHALT, MASONRY, FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS STRUCTURES. LARGE PIECES OF MATERIAL MAY NEED TO BE CRUSHED
AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO THE WASTE DISPOSAL SITE.
5. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH. EXISTING PAVEMENT EDGES
SHALL BE SAWCUT IN LOCATIONS SHOWN TO PROVIDE CLEAN EDGE.
6. PAVEMENT REMOVAL SHALL INCLUDE REMOVAL OF PAVEMENT AND ANY SUBBASE MATERIAL
PRESENT.
7. CONTRACTOR SHALL COORDINATE WITH THE COR A MINIMUM 21 DAYS PRIOR TO REMOVAL OF EXISTING UTILITIES IN SERVICE. RELOCATED UTILITIES SHALL BE CONSTRUCTED BEFORE REMOVAL OF EXISTING UTILITIES IN THE EVENT THAT UNINTERRUPTED SERVICE TO THE FACILITY IS REQUIRED
BY THE COR. ALL RELOCATIONS SHALL BE COORDINATED WITH THE COR.
8. UTILITY CAPPING METHODS SHALL BE IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC PIPE MATERIAL IN SERVICE OR PIPE CAP WITH THRUST BLOCK. ALL CAPPING SHALL BE
INSPECTED AND APPROVED BY THE COR.
9. STRUCTURES AND UTILITIES TO BE REMOVED SHALL BE REMOVED IN ACCORDANCE WITH
SPECIFICATION 02 41 00 AND BACKFILLED IN ACCORDANCE WITH SPECIFICATION 31 00 00.
10. DO NOT BEGIN SITE WORK (GRADING, EXCAVATION, DEMOLITION, OR CONSTRUCTION) UNTIL THE APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AS SHOWN ON SHEETS
CD100 AND CS500.
GENERAL UTILITY NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH DIG SAFE PERMIT REQUIREMENTS
REFERENCED IN GENERAL DEMOLITION NOTE 1 AS WELL AS MAINTAINING DIG SAFE MARKINGS
THROUGHOUT THE DURATION OF CONSTRUCTION.
2. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 30 DAYS FOR ALL REQUIRED UTILITY
SHUTDOWNS FOR UTILITY CONNECTIONS WITH THE COR. CONTRACTOR SHALL PROVIDE A WRITTEN
REQUEST TO COR FOR ANY PLANNED UTILITY SHUTDOWNS.
3. THE MINIMUM DEPTH OF COVER FOR UTILITIES SHALL BE AS FOLLOWS UNLESS INDICATED
OTHERWISE:
a. WATER: 54 INCHES
b. FIRE PROTECTION: 54 INCHES
c. ELECTRICAL AND COMMUNICATION: 30 INCHES
d. SANITARY SEWER: 36 INCHES
e. ALL OTHER UTILITIES: 36 INCHES
4. ANY CHANGES TO PROPOSED UTILITY DESIGN SHALL BE APPROVED BY THE COR IN WRITING.
WATER UTILITY NOTES:
1. CONCRETE THRUST BLOCKS ARE REQUIRED AT ALL TEES, BENDS, OR ELBOWS OF PRESSURIZED
PIPING IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, AND MANUFACTURER'S
RECOMMENDATIONS. USE SHEET CU500 FOR TYPICAL THRUST BLOCK DETAILS.
2. WATER LINES SHALL BE INSTALLED A MINIMUM OF 3.00 FEET BEHIND THE EDGE OF PAVEMENT OR FACE OF CURB UNLESS INDICATED OTHERWISE. SEE SPECIFICATIONS FOR ADDITIONAL CLEARANCE
REQUIREMENTS FOR WATER PIPING.
UTILITY STRUCTURE NOTES:
1. ALL UTILITY STRUCTURES ARE TO BE HS-25 RATED.
a. CONTRACTOR SHALL SUBMIT STRUCTURAL DRAWINGS, DESIGN CALCULATIONS, AND
WATERPROOFING METHOD, DESIGNED AND SEALED BY A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF NEW YORK FOR APPROVAL.
2. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION SHALL BE FLUSH WITH FINAL GRADE. IN NON-PAVEMENT AREAS, RIM ELEVATION SHALL BE FINISHED GRADE PLUS 2 INCHES.
3. COVERS AND CASTINGS OF MANHOLES AND STRUCTURES SHALL BE STAMPED PER THE
APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS, AND SHALL BE STAMPED PER THE
ORIGIN OF MANUFACTURE.
GENERAL GRADING NOTES:
1. NEW ELEVATIONS INDICATED ARE FOR TOP OF FINAL GRADE, PAVEMENT, OR STRUCTURE UNLESS
INDICATED OTHERWISE.
2. ELEVATION DENOTED AS “MATCH” ARE INTENDED TO MEET EXISTING GRADE ELEVATIONS.
CONTRACTOR SHALL VERIFY ELEVATIONS AT TIE-INS AND MATCH POINTS PRIOR TO BEGINNING
CONSTRUCTION AND USE GRADUAL SLOPES WHEN PERFORMING GRADING OPERATIONS.
3. ADEQUATE DRAINAGE SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. ANY DRAINAGE
FEATURE OR STRUCTURE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED TO EXISTING
CONDITIONS OR BETTER SUBJECT TO THE APPROVAL OF THE COR.
4. THE CONTRACTOR SHALL REMOVE STANDING WATER FROM THE PROJECT WORK LIMITS AS
NECESSARY TO PROTECT SUBGRADE, SUBBASE, AND/OR BASE COURSE OF NEW PAVEMENT,
SURROUNDING PAVEMENT-TO-REMAIN, OR OTHER COMPLETED WORKS.
5. TOP ELEVATION OF ALL UTILITY STRUCTURES TO REMAIN SHALL BE ADJUSTED ACCORDING TO
FINISH GRADE ELEVATION AND UTILITY STRUCTURE NOTE 2.
6. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RE-VEGETATED OR SEEDED IN ACCORDANCE
WITH THE SPECIFICATION SECTION 32 92 19.
7. INSPECTION REPORTS GENERATED BY THE CONTRACTOR AFTER INSPECTION OF EROSION CONTROL
DEVICES SHALL BE SUBMITTED TO THE COR.
8. PROOF-ROLL SUBGRADE IN ACCORDANCE WITH SPECIFICATION SECTION 31 00 00.
9. GEOTEXTILE FABRIC SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS NOTED OTHERWISE:
9.1. GRAB TENSILE STRENGTH - ASTM D4632 120 LBS (MIN)
9.2. GRAB TENSILE ELONGATION - ASTM D4632 50% (MIN)
9.3. TRAPEZOID TEAR STRENGTH - ASTM D4533 50 LBS (MIN)
9.4. CBR PUNCTURE STRENGTH - ASTM D6241 310 LBS (MIN)
9.5. PERMITIVITY - ASTM D4491 1.7 SEC^-1
9.6. FLOW RATE - ASTM D4491 135 GAL/MIN/FT^2
9.7. THICKNESS - ASTM D5199 40 MILS
ACCESS AND SAFETY NOTES:
COORDINATION AND COMMUNICATION NOTES:
1. CONTRACTOR SHALL APPOINT A PRIMARY CONSTRUCTION SUPERINTENDENT, SUBJECT TO
THE APPROVAL OF THE COR, WHO SHALL BE PRESENT ON THE CONSTRUCTION SITE AT ALL
TIMES DURING WORKING HOURS AND ACCESSIBLE AT ALL TIMES WHILE WORK IS IN
PROGRESS. THE PRIMARY CONSTRUCTION SUPERINTENDENT SHALL BE DESIGNATED THE
RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO SHALL BE AVAILABLE ON A 24-HOUR,
7-DAY PER WEEK BASIS. WHEN THE CONTRACTOR'S PRIMARY CONSTRUCTION
REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN ALTERNATE
REPRESENTATIVE SHALL BE PROVIDED. CONTRACTOR SHALL PROVIDE NAMES AND CONTACT
INFORMATION OF REPRESENTATIVES TO THE COR PRIOR TO THE START OF CONSTRUCTION
ACTIVITIES.
2. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING CONSTANT COORDINATION
BETWEEN ANY SUBCONTRACTORS AND THE COR. ALL CONSTRUCTION ACTIVITIES PLANNED
BY THE CONTRACTOR SHALL BE REVIEWED AND APPROVED BY THE COR.
TRAFFIC CONTROL NOTES:
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CORDON OFF THE CONSTRUCTION WORK
AREA AND ASSOCIATED ROADWAYS AND PARKING AREAS BY USING BARRICADES AND
FENCING APPROVED BY THE COR. TEMPORARY CONSTRUCTION FENCING SHALL BE
INSTALLED ACCORDING TO DETAILS A1, C1, AND F1 ON SHEET GC006.
2. ALL CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE MARKED WITH COMPANY DESIGNS,
INSIGNIAS, OR OTHER MARKINGS, WHICH ARE CLEARLY VISIBLE.
3. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC SIGNALING DEVICES TO SOUND AN
ALARM WHEN MOVING IN REVERSE.
4. ONLY RUBBER-TIRE VEHICLES WILL BE ALLOWED ON EXISTING PAVEMENT.
5. NO UNAUTHORIZED PEDESTRIAN TRAFFIC SHALL BE ALLOWED INSIDE THE CONSTRUCTION
LIMITS. AUTHORIZED PEDESTRIAN TRAFFIC INCLUDE ESSENTIAL PERSONNEL, USACE
PERSONNEL, AND OTHER PERSONNEL AUTHORIZED BY COR.
6. CONTRACTOR SHALL PROVIDE A MINIMUM NOTICE OF 1 MONTH TO THE COR FOR ROAD
CLOSURE PRIOR TO THE ROAD REQUIRING CLOSURE.
7. PRIOR TO THE REMOVAL OF BARRICADES AND TRAFFIC CONTROL DEVICES, THE CONTRACTOR
SHALL REQUEST THE COR TO SCHEDULE AN INSPECTION. NO ROADWAY SHALL BE RE-OPENED
UNTIL THE COR HAS COMPLETED INSPECTION AND APPROVED THE RE-OPENING OF THE ROAD.
TEMPORARY CONSTRUCTION CRANE NOTES:
1. WHEN NOT IN OPERATION, ALL EQUIPMENT AND CRANES SHALL HAVE BOOMS OR ARMS
LOWERED TO THEIR LOWEST ELEVATION.
EXCAVATION AND TRENCHES NOTES:
1. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT ALL EXCAVATION, TRENCHING,
AND SHORING ARE PERFORMED IN A MANNER THAT COMPLIES WITH THE MOST STRINGENT
INTERPRETATION OF LOCAL REGULATIONS AND OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS FOR CONSTRUCTION, AND USACE EM 385-1-1 "HEALTH
AND SAFETY MANUAL".
2. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY
MARKED.
3. DEWATERING OF UTILITY TRENCHES AND OTHER EXCAVATIONS MAY BE REQUIRED. ALL
DEWATERING LIQUIDS AND SEDIMENT MUST BE COLLECTED, TREATED AND DISPOSED IN
COMPLIANCE WITH FEDERAL, STATE, LOCAL RULES AND REGULATIONS AND THE
CONSTRUCTION CONTRACT DOCUMENTS.
4. OPEN ONLY THOSE TRENCHES FOR WHICH MATERIAL IS ON-HAND AND READY FOR PLACING
THEREIN. AS SOON AS POSSIBLE AFTER THE MATERIAL HAS BEEN PLACED AND WORK
APPROVED, BACKFILL AND COMPACT TRENCHES AS SPECIFIED. MAXIMUM LENGTH OF OPEN
TRENCH SHALL BE LIMITED TO 50 FEET, EXCEPT AS APPROVED BY COR.
5. TRENCHING IN PARKING AREAS MAY BE ALLOWED, SO LONG AS A STEEL PLATE IS PROVIDED
OVER THE TRENCH AND SECURED TO THE GROUND TO ACCOMMODATE VEHICULAR TRAFFIC.
COORDINATE TEMPORARY CLOSURE OF AREAS WITH COR.
OTHER SAFETY REQUIREMENTS:
1. CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO OCCUPATIONAL
SAFETY AND HEALTH ADMINISTRATION (OSHA) REGULATIONS, AND "USACE EM 385-1-1 SAFETY
AND HEALTH REQUIREMENTS MANUAL, 30 NOV 2014".
2. THERE SHALL BE NO PERMANENT WASTE SITES ON JOINT BASE PROPERTY. TEMPORARY
WASTE AREAS DO NOT REQUIRE APPROVAL BY THE COR SO LONG AS WASTE IS PROPERLY
STORED WITHIN THE CONTRACTOR'S LAYDOWN AREA AND ARE NOT CREATING A HAZARD,
AND WASTE IS REMOVED DAILY. REMOVAL OF WASTE THAT IS NOT PROPERLY MAINTAINED IS
SUBJECT TO THE DIRECTION OF THE COR.
3. CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY GOVERNMENT-OWNED
EQUIPMENT WITH THE COR.
4. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT MOVEMENT
RESULTING FROM WIND CONDITIONS AND MUST NOT CONTRIBUTE TO WIND DRIVEN DUST
CONDITIONS.
5. CONTRACTOR SHALL MAKE NECESSARY PROVISIONS TO LIMIT DUST CAUSED BY
CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL CONTROL BLOWING DUST ON THE
PROJECT SITE, FROM ENTERING ANY HAUL ROUTE OR WORK AREA REGARDLESS OF SOURCE.
DUST CONTROL SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND
SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.
6. GASOLINE, FUEL, AND OIL STORAGE IN CONTRACTOR AREAS AND PROJECT SITE SHALL HAVE
PROPER SPILL CONTAINMENT IN ACCORDANCE WITH DPW ENVIRONMENTAL REQUIREMENTS.
GASOLINE, DIESEL FUEL, OIL, AND HAZARDOUS WASTE RESULTING FROM CONTRACTOR'S
OPERATIONS OR ACTIVITIES SHALL BE PROPERLY DISPOSED OF IN ACCORDANCE WITH THE
SPECIFICATIONS AND LOCAL REGULATORY REQUIREMENTS AND PROPERLY REMOVED FROM
THE PROJECT PROPERTY.
7. IF CONSTRUCTION REQUIRES THE DISRUPTION OR DISCONNECTION OF ANY WATER LINES OR
FIRE HYDRANTS ON PROJECT PROPERTY OR ADJOINING PROPERTY, THE CONTRACTOR SHALL
PROVIDE A MINIMUM ADVANCE NOTICE OF 30 DAYS TO THE LOCAL FIRE AUTHORITY AND ALL
OTHER EMERGENCY SERVICES.
8. FAILURE TO COMPLY WITH THE USACE SAFETY REQUIREMENTS DEFINED IN EM 385-1-1 SHALL
RESULT IN THE SUSPENSION OF CONSTRUCTION ACTIVITIES UNTIL ALL SAFETY CONCERNS
ARE ADDRESSED BY THE CONTRACTOR TO THE SATISFACTION OF THE COR.
9. ANY WORKERS AND EQUIPMENT NOT IN COMPLIANCE WITH SAFETY PLAN SHALL IMMEDIATELY
BE REMOVED FROM THE WORK AREA AND SHALL NOT BE PERMITTED TO RETURN
THROUGHOUT THE REMAINDER OF THE PROJECT.
SECURITY REQUIREMENTS NOTES:
1. ALL CONTRACTOR EMPLOYEES SHALL CARRY CONTRACTOR PHOTO IDENTIFICATION AT ALL
TIMES.
2. CONTRACTOR EMPLOYEES SHALL COMPLY WITH ANY INTEGRATED SECURITY MEASURES THAT
MAY BE NECESSARY DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO,
VEHICLE INSPECTIONS, IDENTIFICATION CHECKS, ETC.
CONTRACTOR SAFETY PLAN SUBMITTALS:
1. CONTRACTOR SHALL FURNISH A CONSTRUCTION SAFETY PLAN AND PROPOSED PROJECT
SCHEDULE TO THE COR FOR APPROVAL IN ACCORDANCE WITH THE SPECIFICATIONS.
GENERAL SOIL EROSION AND SEDIMENT CONTROL NOTES:
1. ALL SOIL EROSION AND SEDIMENT CONTROL DEVICES AND PRACTICES SHALL BE IN
ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION
AND SEDIMENT CONTROL (BLUE BOOK) LATEST EDITION.
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LAW FOR ANY PERSON TO ALTER ANY
DOCUMENT THAT BEARS THE SEAL OF
PROFESSIONAL ENGINEER, UNLESS THAT
PERSON IS ACTING UNDER THE DIRECTION
OF A LICENCED PROFESSIONAL ENGINEER
LUIS R. MONZON
PROFESSIONAL ENGINEER
LICENSE NO. 092263-1
46.4 W
W W
45.4
D
44.5
46.9
FFE=48.11
45.0 44.4
44.9
44.1
43.0 42.6
41.2 40.4
FFE=33.85
39.439.4 39.4 39.1
38.2 38.5
W
36.8 36.6
CB
CB
34.7 34.7
FFE=43.42
42.3
W
41.2 40.8
W
W
41.6
41.5
FFE=42.23
E
W
38.4
38.2
38.5
38.5 38.6
38.9 39.0 S
39.2
40.141.0 41.340.9
41.3 41.8
40.1
39.2
40.5
39.0
37.9
40.4
41.2
S
CB
W
CB
D
D
FFE=38.21
FFE=38.22
D
FFE=42.20
FFE=38.17
37.4
37.4
CB
CB
M 34.7
34.5
WWWW
CB
W
E
BM
CB
FFE=31.13
MW
MW
30.5
30.2
30.0
30.2
W
W
WW
W
29.8 29.4 29.2
29.229.0 29.6
29.6
CB
29.1 29.2
29.229.4 29.8
29.5
S
29.3
29.129.6
28.529.5
29.8
31.1
32.3
E
31.4
W W
W
D
D
D 30.7
C
W
A/C 33.8
FFE=33.98
33.7
34.4
34.2
34.0
FFE=33.93
34.5
34.9
34.6
34.6
34.734.534.8
34.634.935.0
FFE=35.27FFE=35.34
34.1
35.134.7
34.1
FFE=34.45
CB
34.6 C
E
E
W
WW
36.136.6
FFE=38.15
W
W W
W W
W W
W W
W W
W W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W
W
W
W W
W
W
E
E
E
E
E
E
E
E
E
E
W
HPS
HPS
E
E E E E E
HPS HPS
E E
E
E
E
E E
E E
E E
E E
E E
EE
E
E
E
E
COMM
COMM
COMMCOMMCOMMCOMMCOMM
COMM
COMM
E
E
E E
E
E E
E E
E
E
E E
W
W
W
W
W
W
W
W
W
W
WWWWWWWWW
SAN
X X
E
EEEEEEEEEEEEEEE
EEEEEEEEEEEEE
EE
XXXX
X
EEEE
COMM
35 35
SD
SD
SD
SD
SD
SD
RIM:42.58'
(E) INV. OUT: 29.22', 15" VCP
(W) INV. IN: 29.78', 15' VCP
(NW) INV. IN: 32.63', 12" VCP
(SW) INV. IN: 36.18', 12" CMP
(S) INV. IN: 38.18', 6" CMP
(N) INV. IN: 38.68', 6" CMP
SD
SD
SD
RIM:31.92'
INV. OUT: 27.70', 12" VCP
SD RIM: 31.94
INV. OUT: 29.00', 12" VCP
SAN
SAN
SAN SAN
RIM: 38.89'
(SE) INV. OUT: 30.01', 12" VCP
(NW) INV. IN: 31.19', 10" VCP
(W) INV. IN: 30.15', 10" VCP
SAN
SAN
RIM: 41.29'
(SE) INV. OUT: 32.49', 12" VCP
(W) INV. IN: 32.64', 12" VCP
(SW) INV. IN: 37.49', 4" CMP
RIM: 36.68'
INV. OUT:31.62', 12" CMP
RIM: 36.94'
INV. OUT: 32.41', 12" CMP
SD
SD
RIM: 37.66'
(N) INV. OUT: 29.91', 12" CMP
(NW) INV. IN: 32.56', 12" CMP
(SW) INV. IN: 32.26', 12" VCP
(W) INV. IN: 30.31', 12" CMP
RIM: 37.65'
(E) INV. OUT: 29.01', 12" CMP
(S) INV. IN: 29.05', 12" CMP
RIM: 37.19'
(SE) INV. OUT: 31.14', 12" CMP
(NW) INV. IN: 31.40', 12" CMP
RIM: 34.31'
INV. OUT: 31.23', 12" UKN.
RIM: 34.01'
(NW) INV. OUT: 29.38', 10" VCP
(SW) INV. IN: 29.41', 12" UNK.
(PIPE RECESSED)
RIM: 28.95'
(SE) INV. OUT: 14.23', 36" CMP
(NW) INV. IN: 14.85', 24" VCP
(W) INV. IN: 14.05', 15" VCP
SD
RIM: 30.30'
INV. OUT: 26.08', 6" VCP
SD
SD
SD
SD
SD
RIM: 30.12'
(S) INV. OUT: 25.01', 15" VCP
(SE) INV. IN: 25.41', 12" RCP
(N) INV. IN: 25.31', 6" VCP
(NW) INV. IN: 25.21', 12" VCP RIM: 28.94'
12" RCP
INV. OUT: 25.64'
SANSANSANSANSANSANSANSANSANSANSANSAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
RIM: 29.43'
(S) INV. OUT: 16.33', 24" VCP
(N) INV. IN: 16.38', 24" VCP
(W) INV. IN: 18.07', 15" VCP
RIM:31.51'
(SE) INV. OUT: 22.09', 15" VCP
(N) INV. IN: 22.18', 12" VCP
(NW) INV. IN: 23.41', 12"' VCP
RIM: 31.14'
(SE) INV. OUT: 21.93', 15" VCP
(NW) 15" VCP, PIPE RECESSED
UNDER ROCK LEDGE
RIM: 30.83'
(SE) INV. OUT: 21.53', 15" VCP
(NW) INV. IN: 21.93', 15" VCP
RIM: 33.87'
FILLED WITH DEBRIS
BUILDING 20
2 STORY BRICK BUILDING
WESTERVELT AVE.
G
IB
S O
N S
T.
4" CMP
INV: 28.39'
4" CMP
INV: 28.57'
BUILDING 25
BUILDING 23
BUILDING 24
12' CHIMNEY PIPE
ASPHALT
CONC.
C O
N C
COVERED CONCRETE WITHMECHANICAL EQUIPMENT
S
TO
P
LI
N E
CONC.
METAL STORAGE
CONTAINER
ASPHALT
CONC.
6' CHAINLINK
FENCE WITH
BARBWIRE
ENCLOSED
CONC. STEPS
GATE
CONC.
CONC.
ASPHALT
PARKING
PAINTED WALK
P A
IN
TE
D W
A
LK
ASPHALT
PARKING
CONC.
C O
N C
. S
ID
E W
A
LK
CONC.
CONC.
ASPHALT
PARKING
PAINTED WALK
C O
N C
CONC.
STONE
STOP SIGN
ST
O
P
LI
N E
C R
O
SS
W
AL
K
C O
N C
SIDEW
ALK DC DC
CROSS WALK
C R
O
SS
W
AL
K
STOPLINE
CONC. SIDEWALK
C R
O S
S W
A
LK"STOP "
CONC.
C O
N C
. R A
M P
RIP-RAP
CONC.
"WATERVLIET ARSENAL
BUILDING 20"
CONC.
CONC. HEADWALL RIP-RAP
CONC. SIDEWALK
CONC.STEPS
CONC.
RIP-RAP CONC.
HEADWALLCONC.
ENCLOSED
CONC. STEPS
S
TO
N E
A N
D C
O N
C . R
E
TA
IN
IN
G W
A
LL
CONC. CURB
C O
N C
. C U
R B
C O
N C
. C U
R B
C O
N C
. C U
R B
C O
N C
. W
AL
K
ST
AI
R S
METAL
STAIRS
CONC. CURB
BENCHMARK:
NGS DISK J89
ELEV: 34.27'
C O
N C
. C U
R B
C O
N C
. R
ET
AI
N
IN
G
W
AL
L
NITROGEN TANKS
STANCHION STANCHION
STOP BAR
ASPHALT
ASPHALT
VAULT
PIV
VENT
METAL STAIRS
(3) CONDUITS
C S
C S
C S
C S
C S
C S
C S
CS
CS
CS
C S
M
M
M
M
M
M M M
M
E
E E
E E
E E
E E
E E
E E
E E E E E E E
E E
E E
E
E
E
E
E
E E
E E
E
E E
E E
E E
E E
E E
E E
E
E
E
CHAIN LINK FENCE
W W W W W
W
HPS
E E
E E
E E
E E
E E
E
E
E E
E E
E
HPS
HPS
1 STORY STEEL
SIDED ADDITION
CANOPIED DRIVE
THROUGH PORT
2 STORY BRICK BUILDING
OVERHEAD DOOR
GATE
GATE
CONTROL
POINT
GPS-1
CONTROL
POINT
GPS-2
L O C
L O C
L O C
L O C
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LOC
LO
C
L O C
L O C
L O C
L O C
L O C
LOC
LOC
LOCLOCLOCLOCLOCLOCLOCLOCLOC
LOC
LOC
LOC
L O C
L O C
L O C
L O C
46.4 W
W W
45.4
D
44.5
46.9
FFE=48.11
45.0 44.4
44.9
44.1
43.0 42.6
41.2 40.4
FFE=33.85
39.439.4 39.4 39.1
38.2 38.5
W
36.8 36.6
CB
CB
34.7 34.7
FFE=43.42
42.3
W
41.2 40.8
W
W
41.6
41.5
FFE=42.23
E
W
38.4
38.2
38.5
38.5 38.6
38.9 39.0 S
39.2
40.141.0 41.340.9
41.3 41.8
40.1
39.2
40.5
39.0
37.9
40.4
41.2
S
CB
W
CB
D
D
FFE=38.21
FFE=38.22
D
FFE=42.20
FFE=38.17
37.4
37.4
CB
CB
M 34.7
34.5
WWWW
CB
W
E
BM
CB
FFE=31.13
MW
MW
30.5
30.2
30.0
30.2
W
W
WW
W
29.8 29.4 29.2
29.229.0 29.6
29.6
CB
29.1 29.2
29.229.4 29.8
29.5
S
29.3
29.129.6
28.529.5
29.8
31.1
32.3
E
31.4
W W
W
D
D
D 30.7
C
W
A/C 33.8
FFE=33.98
33.7
34.4
34.2
34.0
FFE=33.93
34.5
34.9
34.6
34.6
34.734.534.8
34.634.935.0
FFE=35.27FFE=35.34
34.1
35.134.7
34.1
FFE=34.45
CB
34.6 C
E
E
W
WW
36.136.6
FFE=38.15
W
W W
W W
W W
W W
W W
W W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W
W
W
W W
W
W
E
E
E
E
E
E
E
E
E
E
W
HPS
HPS
E
E E E E E
HPS HPS
E E
E
E
E
E E
E E
E E
E E
E E
EE
E
E
E
E
COMM
COMM
COMMCOMMCOMMCOMMCOMM
COMM
COMM
E
E
E E
E
E E
E E
E
E
E E
W
W
W
W
W
W
W
W
W
W
WWWWWWWWW
SAN
X X
E
EEEEEEEEEEEEEEE
EEEEEEEEEEEEE
EE
XXXX
X
EEEE
COMM
35 35
SD
SD
SD
SD
SD
SD
RIM:42.58'
(E) INV. OUT: 29.22', 15" VCP
(W) INV. IN: 29.78', 15' VCP
(NW) INV. IN: 32.63', 12" VCP
(SW) INV. IN: 36.18', 12" CMP
(S) INV. IN: 38.18', 6" CMP
(N) INV. IN: 38.68', 6" CMP
SD
SD
SD
RIM:31.92'
INV. OUT: 27.70', 12" VCP
SD RIM: 31.94
INV. OUT: 29.00', 12" VCP
SAN
SAN
SAN SAN
RIM: 38.89'
(SE) INV. OUT: 30.01', 12" VCP
(NW) INV. IN: 31.19', 10" VCP
(W) INV. IN: 30.15', 10" VCP
SAN
SAN
RIM: 41.29'
(SE) INV. OUT: 32.49', 12" VCP
(W) INV. IN: 32.64', 12" VCP
(SW) INV. IN: 37.49', 4" CMP
RIM: 36.68'
INV. OUT:31.62', 12" CMP
RIM: 36.94'
INV. OUT: 32.41', 12" CMP
SD
SD
RIM: 37.66'
(N) INV. OUT: 29.91', 12" CMP
(NW) INV. IN: 32.56', 12" CMP
(SW) INV. IN: 32.26', 12" VCP
(W) INV. IN: 30.31', 12" CMP
RIM: 37.65'
(E) INV. OUT: 29.01', 12" CMP
(S) INV. IN: 29.05', 12" CMP
RIM: 37.19'
(SE) INV. OUT: 31.14', 12" CMP
(NW) INV. IN: 31.40', 12" CMP
RIM: 34.31'
INV. OUT: 31.23', 12" UKN.
RIM: 34.01'
(NW) INV. OUT: 29.38', 10" VCP
(SW) INV. IN: 29.41', 12" UNK.
(PIPE RECESSED)
RIM: 28.95'
(SE) INV. OUT: 14.23', 36" CMP
(NW) INV. IN: 14.85', 24" VCP
(W) INV. IN: 14.05', 15" VCP
SD
RIM: 30.30'
INV. OUT: 26.08', 6" VCP
SD
SD
SD
SD
SD
RIM: 30.12'
(S) INV. OUT: 25.01', 15" VCP
(SE) INV. IN: 25.41', 12" RCP
(N) INV. IN: 25.31', 6" VCP
(NW) INV. IN: 25.21', 12" VCP RIM: 28.94'
12" RCP
INV. OUT: 25.64'
SANSANSANSANSANSANSANSANSANSANSANSAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
RIM: 29.43'
(S) INV. OUT: 16.33', 24" VCP
(N) INV. IN: 16.38', 24" VCP
(W) INV. IN: 18.07', 15" VCP
RIM:31.51'
(SE) INV. OUT: 22.09', 15" VCP
(N) INV. IN: 22.18', 12" VCP
(NW) INV. IN: 23.41', 12"' VCP
RIM: 31.14'
(SE) INV. OUT: 21.93', 15" VCP
(NW) 15" VCP, PIPE RECESSED
UNDER ROCK LEDGE
RIM: 30.83'
(SE) INV. OUT: 21.53', 15" VCP
(NW) INV. IN: 21.93', 15" VCP
RIM: 33.87'
FILLED WITH DEBRIS
BUILDING 20
2 STORY BRICK BUILDING
WESTERVELT AVE.
G
IB
S O
N S
T.
4" CMP
INV: 28.39'
4" CMP
INV: 28.57'
BUILDING 25
BUILDING 23
BUILDING 24
12' CHIMNEY PIPE
ASPHALT
CONC.
C O
N C
COVERED CONCRETE WITHMECHANICAL EQUIPMENT
S
TO
P
LI
N E
CONC.
METAL STORAGE
CONTAINER
ASPHALT
CONC.
6' CHAINLINK
FENCE WITH
BARBWIRE
ENCLOSED
CONC. STEPS
GATE
CONC.
CONC.
ASPHALT
PARKING
PAINTED WALK
P A
IN
TE
D W
A
LK
ASPHALT
PARKING
CONC.
C O
N C
. S
ID
E W
A
LK
CONC.
CONC.
ASPHALT
PARKING
PAINTED WALK
C O
N C
CONC.
STONE
STOP SIGN
ST
O
P
LI
N E
C R
O
SS
W
AL
K
C O
N C
SIDEW
ALK DC DC
CROSS WALK
C R
O
SS
W
AL
K
STOPLINE
CONC. SIDEWALK
C R
O S
S W
A
LK"STOP "
CONC.
C O
N C
. R A
M P
RIP-RAP
CONC.
"WATERVLIET ARSENAL
BUILDING 20"
CONC.
CONC. HEADWALL RIP-RAP
CONC. SIDEWALK
CONC.STEPS
CONC.
RIP-RAP CONC.
HEADWALLCONC.
ENCLOSED
CONC. STEPS
S
TO
N E
A N
D C
O N
C . R
E
TA
IN
IN
G W
A
LL
CONC. CURB
C O
N C
. C U
R B
C O
N C
. C U
R B
C O
N C
. C U
R B
C O
N C
. W
AL
K
ST
AI
R S
METAL
STAIRS
CONC. CURB
BENCHMARK:
NGS DISK J89
ELEV: 34.27'
C O
N C
. C U
R B
C O
N C
. R
ET
AI
N
IN
G
W
AL
L
NITROGEN TANKS
STANCHION STANCHION
STOP BAR
ASPHALT
ASPHALT
VAULT
PIV
VENT
METAL STAIRS
(3) CONDUITS
C S
C S
C S
C S
C S
C S
C S
CS
CS
CS
C S
M
M
M
M
M
M M M
M
E
E E
E E
E E
E E
E E
E E
E E E E E E E
E E
E E
E
E
E
E
E
E E
E E
E
E E
E E
E E
E E
E E
E E
E
E
E
CHAIN LINK FENCE
W W W W W
W
HPS
E E
E E
E E
E E
E E
E
E
E E
E E
E
HPS
HPS
1 STORY STEEL
SIDED ADDITION
CANOPIED DRIVE
THROUGH PORT
2 STORY BRICK BUILDING
OVERHEAD DOOR
GATE
GATE
CONTROL
POINT
GPS-1
CONTROL
POINT
GPS-2
REMOVE LINEAR SITE FEATURE
ASPHALT PAVEMENT REMOVAL
LIMIT OF CONSTRUCTIONLOC
SAWCUT LINE (FULL DEPTH)
SIDEWALK/CONCRETE REMOVAL
REMOVE LINEAR SITE FEATURE
ASPHALT PAVEMENT REMOVAL
LIMIT OF CONSTRUCTIONLOC
SAWCUT LINE (FULL DEPTH)
SIDEWALK/CONCRETE REMOVAL
A1 OVERALL SITE PLAN
SCALE 1" = 30' 60'0 30'
WESTERVLET AVENUE
G
IB
SO
N
S
TR
EE
T
SEE ARCHITECTURAL PLANS FOR
LIMITS OF WALKWAY DEMOLITION
D
ES
IG
N
ED
B
Y:
M
AR
K D
ES
C
R
IP
TI
O
N D
AT
E
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
FI
LE
N
AM
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SI
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PL
O T
SC
AL
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IS
SU
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PR
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1 753
A
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SHEET ID
2 864 10
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US Army Corps of Engineers ®
NOT FOR CONSTRUCTION
PHASE 2 RECAPITALIZATION
100% FINAL DESIGN - ADDENDUM 001
W
2D S-
-D
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\\BMCD\DFS\CLIENTS\ANF\USCOE\NAN\123796_WVABLDG20RENO\DESIGN\CIVIL\SHEETS\123796-CD100.DWG 8/17/2022 11:14 AM KWARRENDER
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GENERAL NOTES
1. SEE SHEET C-002 FOR GENERAL DEMOLITION NOTES.
2. ALL DEMOLITION, WASTE, DEBRIS, AND UNSATISFACTORY MATERIALS
SHALL BE DISPOSED OF OFF SITE IN COMPLIANCE WITH ALL FEDERAL,
STATE, AND LOCAL REGULATIONS. NO STORAGE PERMITTED, REMOVAL
REQUIRED DAILY.
3. WITH THE EXCEPTION OF TOPSOIL, THERE SHALL BE NO MATERIALS
SALVAGED FOR REUSE ON SITE. ALL MATERIALS AND EQUIPMENT
REMOVED SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE
REMOVED FROM GOVERNMENT PROPERTY. NO STORAGE PERMITTED,
REMOVAL REQUIRED DAILY.
4. LOCATIONS NOTED FOR DEBRIS REMOVAL MAY CONTAIN ANY OF THE
FOLLOWING MATERIALS: AGGREGATE, CONCRETE, ASPHALT, MASONRY,
FOUNDATIONS, REBAR, FENCE MATERIAL, PIPING, AND MISCELLANEOUS
STRUCTURES. LARGE PIECES OF MATERIAL MAY NEED TO BE CRUSHED
AND/OR BROKEN UP FURTHER IN ORDER TO BE HAULED AWAY TO THE
WASTE DISPOSAL SITE. NO STORAGE PERMITTED, REMOVAL REQUIRED
DAILY.
5. ALL ABATEMENT OF HAZARDOUS MATERIAL SHALL BE COMPLETED PRIOR
TO COMMENCEMENT OF DEMOLITION.
6. PAVEMENT DESIGNATED FOR SAWCUT SHALL BE SAWCUT FULL DEPTH.
SIDEWALKS SHALL BE SAWCUT AND REMOVED TO THE NEAREST JOINT.
7. ANY DAMAGE TO PAVEMENT AREAS DESIGNATED TO REMAIN SHALL BE
REPAIRED OR REMOVED AND REPLACED AT NO ADDITIONAL COST TO
GOVERNMENT.
8. CONTRACTOR SHALL LOCATE GATE VALVES IN WATER LINE WHICH WILL
ISOLATE THE PORTION OF THE LINE WHERE WORK IS BEING PERFORMED
PRIOR TO PERFORMING WATER SERVICE CONNECTION WORK. ALL WORK
ON EXISTING WATER LINES SHALL BE COORDINATED WITH BASE INCLUDING
BUT NOT LIMITED TO SHUT DOWNS, TIE-INS AND INSPECTIONS.
9. PROTECT EXISTING TREES, LAWN AND SHRUBS TO REMAIN. ANY DAMAGE
TO EXISTING PLANTS AND LAWN WILL REQUIRE REPLACEMENT AT NO
ADDITIONAL COST TO THE GOVERNMENT.
10. FENCE DEMOLITION SHALL BE TO NEAREST POST AND CONFIRMED IN FIELD
WITH CONTRACTING OFFICER PRIOR TO DEMOLITION.
11. EXACT LIMITS OF CONCRETE PAVEMENT REMOVAL SHALL BE CONFIRMED IN
FIELD WITH CONTRACTING OFFICER PRIOR TO DEMOLITION. SAWCUT TO
NEAREST JOINTS.
12. BENCHMARK TO BE RE-ESTABLISHED AT THE COMPLETION OF PROJECT BY
PROFESSIONAL SURVEYOR LICENSED IN THE STATE OF NEW YORK WITH
VERIFICATION SUBMITTED TO CONTRACTING OFFICER.
13. FOR UTILITIES DAMAGED BY THE CONTRACTOR, THE CONTRACTOR MUST
PERFORM IMMEDIATE EMERGENCY CONTINUOUS REPAIRS UNLESS
CONTRACTING OFFICER AGREES TO ANOTHER SCHEDULE AND ACTION IS
CONFIRMED IN WRITING. UTILITY REPAIR MUST BE PERFORMED AT NO
ADDITIONAL COST TO THE GOVERNMENT.
LEGEND
REMOVE PAVEMENT1
KEYED NOTES
REMOVE CURB
REMOVE CONCRETE / SIDEWALK
REMOVE FENCE WITH CURB
5 REMOVE PAVEMENT STRIPING
SAWCUT LINE,
TYPICAL
SAWCUT LINE,
TYPICAL
SEE NOTE 10
SEE NOTE 11
6 6
6 REMOVE GATE
(STONE SET IN
CONCRETE)
SAWCUT LINE,
TYPICAL
SAWCUT LINE,
TYPICAL
SAWCUT LINE,
TYPICAL
SEE NOTE 12
10.0'+/-
.0
5.5'+/-
9.3'+/-
7 INLET PROTECTION
CS502
A7
BID OPTION
9.3'+/-
.1
.1
.1
B
AD
D
EN
D U
M
AU
G
B
B
B
SAWCUT LINE,
TYPICAL
B
IS
S
U E
D A
T E
A
U G
U S
T
IT IS A VIOLATION OF THE NYS EDUCATION
LAW FOR ANY PERSON TO ALTER ANY
DOCUMENT THAT BEARS THE SEAL OF
PROFESSIONAL ENGINEER, UNLESS THAT
PERSON IS ACTING UNDER THE DIRECTION
OF A LICENCED PROFESSIONAL ENGINEER
LUIS R. MONZON
PROFESSIONAL ENGINEER
46.4 W
W W
45.4
D
44.5
46.9
FFE=48.11
45.0 44.4
44.9
44.1
43.0 42.6
41.2 40.4
FFE=33.85
39.439.4 39.4 39.1
38.2 38.5
W
36.8 36.6
CB
CB
34.7 34.7
FFE=43.42
42.3
W
41.2 40.8
W
W
41.6
41.5
FFE=42.23
E
W
38.4
38.2
38.5
38.5 38.6
38.9 39.0 S
39.2
40.141.0 41.340.9
41.3 41.8
40.1
39.2
40.5
39.0
37.9
40.4
41.2
S
CB
W
CB
D
D
FFE=38.21
FFE=38.22
D
FFE=42.20
FFE=38.17
37.4
37.4
CB
CB
M 34.7
34.5
WWWW
CB
W
E
BM
CB
FFE=31.13
MW
MW
30.5
30.2
30.0
30.2
W
W
WW
W
29.8 29.4 29.2
29.229.0 29.6
29.6
CB
29.1 29.2
29.229.4 29.8
29.5
S
29.3
29.129.6
28.529.5
29.8
31.1
32.3
E
31.4
W W
W
D
D
D 30.7
C
W
A/C 33.8
FFE=33.98
33.7
34.4
34.2
34.0
FFE=33.93
34.5
34.9
34.6
34.6
34.734.534.8
34.634.935.0
FFE=35.27FFE=35.34
34.1
35.134.7
34.1
FFE=34.45
CB
34.6 C
E
E
W
WW
36.136.6
FFE=38.15
W W
W
W
W W W
W W
W W
W W
W W
W W
W W
W W
W W
W W W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W W
W
W
W W
W W
W W
W
W
W
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
W
W
H
PS
HPS
H
PS
HPS HPS
G E
E E E E E
E E
E E E E E
COMMCOMM
HPS HPS HPS HPS
E
E
E E
E
E
E
E
E
E
E
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E
EEEEE
E
E
E
E
E
E
E
E
COMM
COMM
COMM
COMM
COMM
COMM
COMMCOMMCOMMCOMM
COMMCOMMCOMM
COMM
COMMCOMM
COMM
COMM
COMM
E E
E
E
E E
E E
E E
E
E E
E E
E E
E
E
E
E
E
E
E
E E
W W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWWWWWW
SAN SAN
X
X X
X
EEE
EEE
EEEEEEEEEEEEEEE
EEEEEEEEEEEEE
EEE
EEEEEEEEEEEEEEEEEEEEEEEE
EEEE W
XXXXXXXXX
X
EEEEEEEEE CO
M
M
COMM
35 35
SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
RIM:42.58'
(E) INV. OUT: 29.22', 15" VCP
(W) INV. IN: 29.78', 15' VCP
(NW) INV. IN: 32.63', 12" VCP
(SW) INV. IN: 36.18', 12" CMP
(S) INV. IN: 38.18', 6" CMP
(N) INV. IN: 38.68', 6" CMP
SD
SD
SD
SD
SD
SD
RIM:31.92'
INV. OUT: 27.70', 12" VCP
SD
SD
RIM: 31.94
INV. OUT: 29.00', 12" VCP
SAN
SAN
SAN
SAN
SAN
SAN SAN SAN SAN SAN
RIM: 38.89'
(SE) INV. OUT: 30.01', 12" VCP
(NW) INV. IN: 31.19', 10" VCP
(W) INV. IN: 30.15', 10" VCP
SAN SAN
SAN
SAN
RIM: 41.29'
(SE) INV. OUT: 32.49', 12" VCP
(W) INV. IN: 32.64', 12" VCP
(SW) INV. IN: 37.49', 4" CMP
SD
RIM: 36.68'
INV. OUT:31.62', 12" CMP
RIM: 36.94'
INV. OUT: 32.41', 12" CMP
SD
SD
SD
SD
RIM: 37.66'
(N) INV. OUT: 29.91', 12" CMP
(NW) INV. IN: 32.56', 12" CMP
(SW) INV. IN: 32.26', 12" VCP
(W) INV. IN: 30.31', 12" CMP
SD
RIM: 37.65'
(E) INV. OUT: 29.01', 12" CMP
(S) INV. IN: 29.05', 12" CMP
RIM: 37.19'
(SE) INV. OUT: 31.14', 12" CMP
(NW) INV. IN: 31.40', 12" CMP
SD
RIM: 34.31'
INV. OUT: 31.23', 12" UKN.
SD
RIM: 34.01'
(NW) INV. OUT: 29.38', 10" VCP
(SW) INV. IN: 29.41', 12" UNK.
(PIPE RECESSED)
SD
SD
SD
RIM: 28.95'
(SE) INV. OUT: 14.23', 36" CMP
(NW) INV. IN: 14.85', 24" VCP
(W) INV. IN: 14.05', 15" VCP
SD
SD
SD
RIM: 30.30'
INV. OUT: 26.08', 6" VCP
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
RIM: 30.12'
(S) INV. OUT: 25.01', 15" VCP
(SE) INV. IN: 25.41', 12" RCP
(N) INV. IN: 25.31', 6" VCP
(NW) INV. IN: 25.21', 12" VCP RIM: 28.94'
12" RCP
INV. OUT: 25.64'
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
RIM: 29.43'
(S) INV. OUT: 16.33', 24" VCP
(N) INV. IN: 16.38', 24" VCP
(W) INV. IN: 18.07', 15" VCP
RIM:31.51'
(SE) INV. OUT: 22.09', 15" VCP
(N) INV. IN: 22.18', 12" VCP
(NW) INV. IN: 23.41', 12"' VCP
RIM: 31.14'
(SE) INV. OUT: 21.93', 15" VCP
(NW) 15" VCP, PIPE RECESSED
UNDER ROCK LEDGE
SD
RIM: 30.83'
(SE) INV. OUT: 21.53', 15" VCP
(NW) INV. IN: 21.93', 15" VCP
RIM: 33.87'
FILLED WITH DEBRIS
BUILDING 20
2 STORY BRICK BUILDING
WESTERVELT AVE.
G
IB
S O
N S
T.
4" CMP
INV: 28.39'
4" CMP
INV: 28.57'
BUILDING 25
BUILDING 23
BUILDING 24
12' CHIMNEY PIPE
ASPHALT
CONC.
C O
N C
COVERED CONCRETE WITHMECHANICAL EQUIPMENT
S
TO
P
LI
N E
CONC.
METAL STORAGE
CONTAINER
ASPHALT
CONC.
6' CHAINLINK
FENCE WITH
BARBWIRE
ENCLOSED
CONC. STEPS
GATE
CONC.
CONC.
ASPHALT
PARKING
PAINTED WALK
P A
IN
TE
D W
A
LK
ASPHALT
PARKING
CONC.
C O
N C
. S
ID
E W
A
LK
CONC.
CONC.
ASPHALT
PARKING
PAINTED WALK
C O
N C
CONC.
STONE
STOP SIGN
ST
O
P
LI
N E
C R
O
SS
W
AL
K
C O
N C
SIDEW
ALK DC DC
CROSS WALK
C R
O
SS
W
AL
K
STOPLINE
CONC. SIDEWALK
C R
O S
S W
A
LK"STOP "
CONC.
C O
N C
. R A
M P
RIP-RAP
CONC.
"WATERVLIET ARSENAL
BUILDING 20"
CONC.
CONC. HEADWALL RIP-RAP
CONC. SIDEWALK
CONC.STEPS
CONC.
RIP-RAP CONC.
HEADWALLCONC.
ENCLOSED
CONC. STEPS
S
TO
N E
A N
D C
O N
C . R
E
TA
IN
IN
G W
A
LL
CONC. CURB
C O
N C
. C U
R B
C O
N C
. C U
R B
C O
N C
. C U
R B
C O
N C
. W
AL
K
ST
AI
R S
METAL
STAIRS
CONC. CURB
BENCHMARK:
NGS DISK J89
ELEV: 34.27'
C O
N C
. C U
R B
C O
N C
. R
ET
AI
N
IN
G
W
AL
L
NITROGEN TANKS
STANCHION STANCHION
STOP BAR
ASPHALT
ASPHALT
VAULT
PIV
VENT
METAL…
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