12.a. P3173693 Drawings.pdf

PDF 31 MB Posted Feb 9, 2026

Attached to: STA Eatons Neck Major Maintenance and Repair
Solicitation number: 70Z0G126BSLISSW01
Issued by: Department of Homeland Security US Coast Guard

About this file

Written by GovTribe AI · Feb 9, 2026

This is a set of design and construction drawings for a Major Maintenance and Repair (M&R) project at the U.S. Coast Guard Station Eatons Neck in Northport, New York. The project involves comprehensive renovation of the Multi-Mission Building (MMB), a four-story mixed-use facility serving as office, residential, and storage space for the Coast Guard. The scope of work encompasses hazardous materials abatement (asbestos, lead-based paint, and universal waste), complete renovation of building systems and finishes, exterior improvements, and infrastructure upgrades.

The drawings detail specific renovation tasks including removal and replacement of exterior wooden siding, doors, and windows; demolition and installation of new HVAC systems including dedicated outside air systems (DOAS) and variable refrigerant flow (VRF) condensing units; replacement of hydronic heating systems; installation of complete fire protection systems with sprinklers and updated fire alarm systems with smoke and carbon monoxide detection; foundation and roof repairs; replacement of all interior finishes, flooring, and bathroom fixtures; upgrade to LED lighting with dark sky compliance; and replacement of telecommunications infrastructure. Additional work extends to the Boat Maintenance Facility (BMF), Galley, and Unoccupied Personnel Housing (UPH) buildings for fire protection connections and system installations. The project includes site utility work, erosion and sedimentation control measures, contractor access planning, and coordination with ongoing Coast Guard operations. The drawings are issued for construction as of July 15, 2025, with the consulting A/E firm being Colby Company Engineering & Design based in Portland, Maine, and USCG Civil Engineering Unit Providence providing oversight.

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Other files

File	Type	Posted
ABSTRACT OF OFFERS IFB 70Z0G126BLISSW01.pdf	PDF	Mar 18, 2026
SF30 - Amendment 00003 - IFB 70Z0G126BSLISSW01.pdf	PDF	Mar 17, 2026
12.c. SF30 - Amendment 00002 - IFB 70Z0G126BSLISSW01.pdf	PDF	Mar 6, 2026
12.b SF30 - Amendment 00001 - IFB 70Z0G126BSLISSW01.pdf	PDF	Feb 27, 2026
Attendance Sheet for Site Visit 2-19-2026.pdf	PDF	Feb 27, 2026
12.a. IFB 70Z0G126BSLISSW01.pdf	PDF	Feb 9, 2026
12.a. SF24 Bid Bond Form.pdf	PDF	Feb 9, 2026
12.a. P3173693 Specifications.pdf	PDF	Feb 9, 2026
12.a. General Decision NY20260012 Mod 1 dtd 01302026.pdf	PDF	Feb 9, 2026

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B Y:

2 3 4 5 6 7 8 9 10

TECHNICAL DIRECTOR

BRANCH CHIEF

APPROVING OFFICIAL DATE

A/ E

SHEET ID

1/ 2"

VICINITY MAP

SCALE: NTS

LOCATION MAP

SCALE: NTS

USCG PROJECT NUMBER: 3173693

MAJOR M&R MMB (FY24 CPOP)

CG STATION EATONS NECK, NORTHPORT, NY

47A York St Portland, ME

04101 207.553.7753

NORTH

STATION EATON'S NECK

BLOCK

ISLAND

LONG ISLAND

LONG ISLAND SOUND

PROVIDENCE

R.I.CONN.

MASS.

HARTFORD

N.Y.

N.J.

PA.

NORTH

SCOPE OF WORK

HSG LANDSCAPING

EQUIP SHED

BOAT MAINT

FACILITY

IJA SHED

(BM/DC/MK

STORAGE)

UPH BLDG

PARKING

SUBSISTENCE BLDG

ASPHALT DRIVEWAY

ASPHALT DRIVEW

PARKING & DRIVEWAY

MULTIMISSION

BUILDING

&R M

M B

(F Y2

MULTIMISSION

BUILIDING

G-001

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M.P. Carosotto P.E. 07/15/25

M.P. Carosotto P.E.

D.C. Dill P.E.

, M

Y, S

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U.S. COAST GUARD

CIVIL ENGINEERING

LIST OF DRAWINGS

SHEET DRAWING TITLE SHEET NO.

G-001 COVER SHEET 001

G-101 CONTRACTOR SITE LAYDOWN AND

ACCESS PLAN 002

H-001 LEGEND, ABBREVIATIONS & NOTES 003

H-101 HAZMAT FLOOR PLANS 004

LS001 LIFE SAFETY CODE SUMMARY 005

LS002 LIFE SAFETY OCCUPANCY USE PLAN 006

LS101 BASEMENT LIFE SAFETY PLAN 007

LS102 FIRST FLOOR LIFE SAFETY PLAN 008

LS103 SECOND FLOOR LIFE SAFETY PLAN 009

LS104 THIRD FLOOR LIFE SAFETY PLAN 010

C-001 LEGEND, ABBREVIATIONS & NOTES 011

CJ101 EXISTING CONDITIONS AND SITE LAYOUT

PLAN 012

CD101 DEMOLITION PLAN 013

C-101 SITE LAYOUT AND UTILITY PLAN 014

C-102 EROSION AND SEDIMENTATION

CONTROL PLAN 015

C-501 EROSION AND SEDIMENTATION

CONTROL NOTES 016

C-502 EROSION AND CONSTRUCTION DETAILS 017

C-503 CONSTRUCTION DETAILS 018

S-001 ABBREVIATIONS & NOTES 019

SD101 FOUNDATION & SLAB DEMOLITION PLAN 020

SD102 FIRST FLOOR DEMOLITION PLAN 021

SD103 SECOND FLOOR DEMOLITION PLAN 022

SD104 THIRD FLOOR DEMOLITION PLAN 023

S-101 FOUNDATION AND SLAB PLANS 024

S-102 FIRST FLOOR PLAN 025

S-103 PORCH AND SECOND FLOOR PLAN 026

S-104 THIRD FLOOR PLAN 027

S-501 SECTIONS AND DETAILS 028

S-502 SECTIONS AND DETAILS 029

S-503 SECTIONS AND DETAILS 030

A-001 LEGEND, ABBREVIATIONS & NOTES 031

AD101 BASEMENT DEMO FLOOR PLAN 032

AD102 FIRST FLOOR DEMOLITION PLAN 033

AD103 SECOND FLOOR DEMOLITION PLAN 034

AD104 THIRD FLOOR DEMOLITION PLAN 035

AD105 BASEMENT DEMOLITION RCP 036

AD106 FIRST FLOOR DEMOLITION RCP 037

AD107 SECOND FLOOR DEMOLITION RCP 038

AD108 THIRD FLOOR DEMOLITION RCP 039

AD201 EXTERIOR ELEVATIONS-DEMOLITION 040

AD202 EXTERIOR ELEVATIONS-DEMOLITION 041

A-101 BASEMENT FLOOR PLAN 042

A-102 FIRST FLOOR PLAN 043

A-103 SECOND FLOOR PLAN 044

A-104 THIRD FLOOR PLAN 045

A-105 BASEMENT RCP 046

A-106 FIRST FLOOR RCP 047

LIST OF DRAWINGS

SHEET DRAWING TITLE SHEET NO.

A-107 SECOND FLOOR RCP 048

A-108 THIRD FLOOR RCP 049

A-201 EXTERIOR ELEVATIONS 050

A-202 EXTERIOR ELEVATIONS 051

A-301 BUILDING SECTION 052

A-401 PART PLANS & INT. ELEVATIONS 053

A-402 PART PLANS & INT. ELEVATIONS 054

A-403 PORCH PLAN AND DETAILS 055

A-501 ARCHITECTURAL DETAILS 056

A-502 ARCHITECTURAL DETAILS 057

A-601 FINISH SCHEDULE & DETAILS 058

A-602 DOOR SCHEDULE 059

A-901 EXISTING PHOTOS - EXTERIOR 060

A-902 EXIST. PHOTOS-EXTERIOR/INTERIOR 061

A-903 EXISTING PHOTOS - INTERIOR 062

FP001 LEGEND, ABBREVIATIONS & NOTES 063

FD101 BASEMENT DEMOLITION PLAN 064

FD102 FIRST FLOOR DEMOLITION PLAN 065

FD103 SECOND FLOOR DEMOLITION PLAN 066

FD104 THIRD FLOOR DEMOLITION PLAN 067

FP101 BASEMENT PLAN 068

FP102 FIRST FLOOR PLAN 069

FP103 SECOND FLOOR PLAN 070

FP104 THIRD FLOOR PLAN 071

FP301 BUILDING SECTION 072

FA001 LEGEND & NOTES 073

FA101 BASEMENT DEMOLITION PLAN 074

FA102 FIRST FLOOR DEMOLITION PLAN 075

FA103 SECOND FLOOR DEMOLITION PLAN 076

FA104 THIRD FLOOR DEMOLITION PLAN 077

FA105 BASEMENT PLAN 078

FA106 FIRST FLOOR PLAN 079

FA107 SECOND FLOOR PLAN 080

FA108 THIRD FLOOR PLAN 081

FA121 DEMOLITION FLOOR PLANS 082

FA122 FLOOR PLANS 083

FA131 DEMOLITION FLOOR PLANS 084

FA132 FLOOR PLANS 085

FA141 FIRST FLOOR DEMOLITION PLAN 086

FA142 SECOND FLOOR DEMOLITION PLAN 087

FA143 FIRST FLOOR PLAN 088

FA144 SECOND FLOOR PLAN 089

FA151 DEMOLITION PLAN 090

FA501 FIRE ALARM RISER DETAIL 091

FA502 FIRE ALARM DETAILS 092

P-001 LEGEND, ABBREVIATIONS & NOTES 093

PD101 BASEMENT FLOOR DEMOLITION PLAN 094

PD102 FIRST FLOOR DEMOLITION PLAN 095

PD103 SECOND FLOOR DEMOLITION PLAN 096

LIST OF DRAWINGS

SHEET DRAWING TITLE SHEET NO.

PD104 THIRD FLOOR DEMOLITION PLAN 097

P-101 BASEMENT FLOOR PLAN 098

P-102 FIRST FLOOR PLAN 099

P-103 SECOND FLOOR PLAN 100

P-104 THIRD FLOOR PLAN 101

P-501 DETAILS 102

P-601 SCHEDULES 103

M-001 LEGEND, ABBREVIATIONS & NOTES 104

MD101 BASEMENT FLOOR DEMOLITION PLAN 105

MD102 FIRST FLOOR DEMOLITION PLAN 106

MD103 SECOND FLOOR DEMOLITION PLAN 107

MD104 THIRD FLOOR DEMOLITION PLAN 108

M-101 BASEMENT DUCTWORK PLAN 109

M-102 FIRST FLOOR DUCTWORK PLAN 110

M-103 SECOND FLOOR DUCTWORK PLAN 111

M-104 THIRD FLOOR DUCTWORK PLAN 112

MP101 BASEMENT PIPING PLAN 113

MP102 FIRST FLOOR PIPING PLAN 114

MP103 SECOND FLOOR PIPING PLAN 115

MP104 THIRD FLOOR PIPING PLAN 116

M-501 DETAILS 117

M-502 DETAILS 118

M-503 DETAILS 119

M-601 SCHEDULES 120

M-602 SCHEDULES 121

E-001 LEGEND, ABBREVIATIONS & NOTES 122

ED101 BASEMENT DEMOLITION PLAN 123

ED102 FIRST FLOOR DEMOLITION PLAN 124

ED103 SECOND FLOOR DEMOLITION PLAN 125

ED104 THIRD FLOOR DEMOLITION PLAN 126

EP101 BASEMENT POWER FLOOR PLAN 127

EP102 FIRST FLOOR POWER PLAN 128

EP103 SECOND FLOOR POWER PLAN 129

EP104 THIRD FLOOR POWER PLAN 130

EL101 BASEMENT LIGHTING FLOOR PLAN 131

EL102 FIRST FLOOR LIGHTING PLAN 132

EL103 SECOND FLOOR LIGHTING PLAN 133

EL104 THIRD FLOOR LIGHTING PLAN 134

E-501 DETAILS 135

E-601 SCHEDULES - PANELS A & B 136

E-602 SCHEDULES - PNLS C, SBCP & 2LDPB 137

E-603 SCHEDULE - PNL EDP & TR 138

E-604 SCHEDULES - FIXTURE & CONTROL 139

E-605 DIAGRAMS - ONE LINES 140

T-001 LEGEND, ABBREVIATIONS & NOTES 141

TD101 BASEMENT DEMOLITION PLAN 142

TD102 FIRST FLOOR DEMOLITION PLAN 143

TD103 SECOND FLOOR DEMOLITION PLAN 144

TD104 THIRD FLOOR DEMOLITION PLAN 145

LIST OF DRAWINGS

SHEET DRAWING TITLE SHEET NO.

T-101 BASEMENT FLOOR PLAN 146

T-102 FIRST FLOOR PLAN 147

T-103 SECOND FLOOR PLAN 148

T-104 THIRD FLOOR PLAN 149

T-501 DETAILS 150

U.S. COAST GUARD

CIVIL ENGINEERING

CEU PROVIDENCE

THE PROJECT SCOPE IS TO REPAIR THE MULTI MISSION BUILDING (MMB) LOCATED AT THE EATONS

NECK, NORTHPORT, NEW YORK COAST GUARD STATION.

THE BASE BID INCLUDES ALL WORK IDENTIFIED IN THE DRAWINGS AND SPECIFICATIONS. THE SCOPE OF WORK INCLUDES ALL WORK NECESSARY TO COMPLETE THE MAJOR WORK TASKS IDENTIFIED BELOW AND ALL

ANCILLARY TASKS.

- ABATEMENT OF HAZARDOUS MATERIALS: LEAD BASED PAINT, PAINT CONTAINING LEAD, ASBESTOS CONTAINING MATERIALS, AND UNIVERSAL WASTES. COMPLY WITH ALL LOCAL, STATE, NATIONAL

AND OSHA REGULATIONS FOR SAFETY PROCEDURES FOR ABATEMENT ACTIVITIES.

- COMPLY WITH ALL BUY AMERICA ACTS.

- OTHER WORK AS SPECIFIED.

1. MMB

1.1 REMOVE AND REPLACE ROTTED AREAS OF EXTERIOR WOODEN SIDING (AND DAMAGED

SHEATHING/INSULATION). REPAINT DAMAGED SIDING.

1.2 REMOVE AND REPLACE ALL EXTERIOR DOORS AND DOOR FRAMES EXCEPT THE WATCH TOWER

DOOR.

1.3 REMOVE AND REPLACE ALL INTERIOR DOORS, DOOR FRAMES, AND HARDWARE.

1.4 PATCH/REPLACE ROOF SHINGLES AS NEEDED FOR AREAS IMPACTED BY OTHER WORK.

1.5 DEMOLITION OF HVAC SYSTEM INCLUDING THE AIR HANDLING UNIT, ASSOCIATED CONDENSING

UNITS AND DUCTING THROUGHOUT.

1.6 DEMOLITION OF THE HYDRONIC SYSTEM INCLUDING THE OIL-FIRED BOILER, FIN TUBE

RADIATORS AND ASSOCIATED PIPING THROUGHOUT.

1.7 INSTALLATION OF AN EXTERNAL DEDICATED OUTSIDE AIR SYSTEM(DOAS) WITH CONCRETE PAD

AND ASSOCIATED DUCTING AND PICKET FENCE.

1.8 INSTALLATION OF FOUR EXTERNAL VRF CONDENSING UNITS WITH CONCRETE PAD.

1.9 REMOVE THE FIRE ALARM SYSTEM.

1.10 REMOVE AND REPLACE MANUAL FIRE ALARM SYSTEMS WITH ADDITIONAL SMOKE DETECTION

AND CARBON MONOXIDE DETECTORS.

1.11 PROVIDE COMPLETE SPRINKLER FIRE PROTECTION COVERAGE.

1.12 INSTALL FIRE PROTECTION MONITORING/INITIATING CONNECTIONS FOR BUILDINGS TO MMB.

1.13 INSTALL A NEW WATER MAIN TO THE BASEMENT AND RELOCATE FIRE SUPPRESSION EQUIPMENT

IN THE BASEMENT.

1.14 REMOVE FIRE ESCAPE LANDINGS AND STAIRS FROM SECOND AND THIRD FLOOR WINDOWS.

1.15 REPAIR FOUNDATION WALLS FOR LEAKS.

1.16 REPLACE PORTICO ROOF, DRAINAGE, RAILINGS AND POSTS.

1.17 REPAIR CONCRETE PORCH DECK.

1.18 REPLACE ALL FINISHES AND FIXTURES IN THE BATHROOMS.

1.19 REMOVE AND REPLACE CEILINGS IN KIND UNLESS OTHERWISE SPECIFIED ON DRAWINGS.

1.20 REMOVE AND REPLACE ALL FLOORING/BASE TRIM.

1.21 REPAINT THE ENTIRETY OF INTERIOR SPACES.

1.22 REMOVE AND REPLACE ALL EXTERIOR LIGHTING WITH LED AND DARK SKY COMPLIANT FIXTURES.

1.23 REMOVE AND REPLACE ALL LIGHTING CONTROL SYSTEMS AS IDENTIFIED ON THE DRAWING.

1.24 FURNITURE AND EQUIPMENT SHALL BE MOVED AND STORED BY THE CONTRACTOR, TO THE

SATISFACTION OF THE COR. ITEMS INCLUDE FURNITURE AND EQUIPMENT GREATER THAN 50

POUNDS. ALL EQUIPMENT WILL BE MOVED TO A STORAGE UNIT. FURNITURE WILL BE STORED IN

AN ONSITE STORAGE UNIT, MOVED TO THE USCG'S TEMPORARY FACILITY ON STATION, OR

PLACED IN A DUMPSTER AS SPECIFIED BY COR AND REINSTALLED AFTER CONSTRUCTION IS

COMPLETE.

1.25 REMOVE AND REPLACE PUBLIC ADDRESS SYSTEM EQUIPMENT AND ASSOCIATE CABLING.

1.26 REMOVE TELECOMMUNICATIONS SYSTEM AND REPLACE CABLING, CONNECTIVITY, PATHWAYS, CABLE SUPPORTS, RACKS, CABINETS, AND ADDITIONAL TELECOMMUNICATION ROOMS. EXTEND

SERVICE TO 2ND AND 3RD LEVEL. NETWORK SWITCHES, WIFI ACCESS POINTS AND TELEPHONE

EQUIPMENT BY OTHERS.

1.27 INSTALL A TEMPORARY CONDITIONED OUTDOOR TELECOMMUNICATIONS CABINET ADJACENT

THE MMB PRIOR TO RENOVATION OF THE MMB AND DEMOLITION OF THE CABINET AFTER THE

EQUIPMENT HAS BEEN REMOVED.

1.28 CONTRACTOR TO PROVIDE (1) MEDIA CONVERTER TO CONNECT RESCUE21 SYSTEM FROM

TEMPORARY OUTDOOR CABINET TO STATION FIBER OPTIC CABLING. MEDIA CONVERTER TO

SUPPORT 1000MBPS ETHERNET TRANSMISSION AND BE COMPATIBLE WITH THE FIBER OPTIC

CABLE CURRENTLY IN PLACE BETWEEN THE MMB AND THE BMF.

1.29 RELOCATION OF THE TELECOMMUNICATIONS EQUIPMENT LOCATED IN THE BASEMENT OF THE

MMB TO THE TEMPORARY TELECOMMUNICATIONS CABINET AND SUBSEQUENT REINSTALLATION

IN THE MMB IS NOT INCLUDED IN THE SCOPE OF THIS PROJECT AND WILL BE PERFORMED BY

OTHERS.

1.30 REMOVE AND REPLACE ALL GUTTERS AND DOWNSPOUTS.

2. BMF

2.1 REMOVE THE FIRE ALARM SYSTEM.

2.2 INSTALL FIRE PROTECTION MONITORING/INITIATING CONNECTIONS TO MMB.

2.3 INSTALL UNDERGROUND CABLING TO THE MMB TO CONNECT THE GENERATOR FOR EMERGENCY

POWER AND TO PROVIDE POWER FOR THE MMB ERVS.

3. GALLEY

3.1 REMOVE THE FIRE ALARM SYSTEM.

3.2 INSTALL FIRE PROTECTION MONITORING/INITIATING CONNECTIONS TO MMB.

3.3 REPLACE COMMUNICATION CABLING AND MEANS OF SUPPORT FROM MMB TO GALLEY.

4. UPH

4.1 INSTALL MANUAL FIRE ALARM SYSTEMS WITH ADDITIONAL SMOKE DETECTION AND CARBON

MONOXIDE DETECTORS

4.2 INSTALL FIRE PROTECTION MONITORING/INITIATING CONNECTIONS TO MMB.

ACCESS ROAD EASEMENT

EXERCISE EXTREME CAUTION WHEN TRANSITING THE LONG DIRT

ACCESS ROAD DUE TO ONGOING OPERATIONS OF THE FARM AND ITS

RESIDENTS. EXERCISE EXTREME CAUTION TO AVOID INJURY TO

CHILDREN AND COAST GUARD FAMILY HOUSING OCCUPANTS AT

STATION EATONS NECK. DELIVERIES ARE STRICTLY PROHIBITED

DURING SCHOOL BUS DROP-OFF AND PICK-UP TIMES AND SHOULD

BE COORDINATED WITH THE LLC. ADHERE TO THE POSTED SPEED

LIMIT ON THE ACCESS ROAD. MAINTAIN DUST CONTROL MEASURES

ON THE ACCESS ROAD.

07-15-20

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ELECTRIC

HANDHOLE

MULTI-MISSION

BUILDING

UPH BUILDING

GALLEY

BOAT MAINTENANCE FACILITY

APPROXIMATE

LOCATION OF

SEPTIC FIELD

TENNIS

COURT

PROPERTY

BOUNDARY

W W W W W

W W

LIGHTHOUSE ROAD

HYDRANT

WOODDECK

AST-5 FUEL OIL

APPROXIMATE LOCATION

OF STORAGE BUILDING

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W W

FUEL TANK

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HYDRANT

CONCRETE

STEPPED ASPHALT

PAVED

CONCRETE

APPROXIMATE

LOCATION OF

CONCRETE PAD

CONTRACTOR ACCESS

THROUGH MAIN GATE

APPROXIMATE CONTRACTOR PARKING,

LAYDOWN, AND STORAGE AREA.

EXACT AREA TO BE CONFIRMED AT

PRE-CONSTRUCTION MEETING

APPROXIMATE

LOCATION OF

RADIO TOWER

CONTRACTOR

ACCESS ROUTE

CONTRACTOR

ACCESS ROUTE

EEE

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AREA OF WORK

SNOW STOARGE

EXTENT OF

PAVED AREA

NOTES:

1. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF

LAYDOWN, STORAGE, PARKING, AND OVERALL ACCESS TO THE

SITE WITH THE CONTRACTING OFFICERS REPRESENTATIVE

PRIOR TO MOBILIZATION ON THE SITE

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

&R M

M B

(F Y2

MULTIMISSION

BUILIDING

G-101

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US COAST GUARD

N/A N/A

A1 LAYDOWN AND ACCESS

CONTRACTOR SITE

SCALE: 1" = 20' 20' 40'0

LEGEND

AREA OF WORK

CONTRACTOR ACCESS PATH

CONTRACTOR LAYDOWN AREA

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

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SOLICITATION NO.: CONTRACT NO.:

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N/A N/A

ASBESTOS-CONTAINING MATERIALS:

1. PERFORM ASBESTOS ABATEMENT WORK IN STRICT ACCORDANCE WITH THE SPECIFICATIONS, AND FEDERAL, STATE AND LOCAL LAWS INCLUDING BUT NOT LIMITED TO THE NEW YORK ASBESTOS OCCUPATIONS

ACCREDITATION AND CERTIFICATION ACT.

2. PRIOR TO THE START OF WORK PROVIDE A DETAILED ASBESTOS REMOVAL AND DISPOSAL WORK PLAN IN

ACCORDANCE WITH THE REQUIREMENTS OF THE SPECIFICATIONS.

3. HOLD AND DOCUMENT A PRE-ABATEMENT SAFETY MEETING, WITH PROJECT MONITORS, APPROPRIATE REPRESENTATIVES OF THE CONTRACTING OFFICER, THE AUTHORITIES HAVING JURISDICTION, AND THE GC TO REVIEW SAFE WORK PRACTICES AND EMERGENCY COMMUNICATION PROGRAM FOR THE PROJECT ENSURE PROPER FIRE EXTINGUISHING EQUIPMENT IS PRESENT, A COMPETENT PERSON IS KNOWLEDGEABLE IN THE USE OF FIRE EXTINGUISHING EQUIPMENT, AND EMERGENCY EXIT PLANS AND PHONE NUMBERS ARE POSTED IN THE

IMMEDIATE VICINITY OF WORK AREAS.

4. POST APPROVED "ASBESTOS WARNING" SIGNS. DESIGNATE THE AREA OFF LIMITS TO UNAUTHORIZED PERSONNEL.

5. NO ASBESTOS-CONTAINING MATERIALS SHALL BE DISTURBED UNTIL ALL ENGINEERING CONTROLS ARE ESTABLISHED, ALL REQUIRED NOTICES ARE POSTED AND ALL REQUIRED APPROVALS ARE OBTAINED FROM THE

AUTHORITIES HAVING JURISDICTION.

6. CERTIFIED ASBESTOS WORKERS & SUPERVISORS SHALL WEAR ½-FACE NEGATIVE PRESSURE RESPIRATORS

DURING PREPARATION WORK.

7. INSTALL AND MAINTAIN PUBLIC PROTECTION DEVICES AND TEMPORARY SIGNAGE, AS REQUIRED.

8. COORDINATE PROJECT PHASING WITH THE CONTRACTING OFFICER'S REPRESENTATIVE AND REPRESENTATIVES OF THE AUTHORITY HAVING JURISDICTION IN SUCH A WAY AS TO MINIMIZE DISRUPTION OF ONGOING OPERATIONS.

POWER TO THE WORK AREA MUST BE GFCI PROTECTED.

9. THESE ASBESTOS ABATEMENT DRAWINGS IDENTIFY ASBESTOS-CONTAINING MATERIALS AND SUSPECT ASBESTOS-CONTAINING MATERIALS THAT ARE EXPECTED TO BE AFFECTED WITHIN THE FOOTPRINT OF THE

PROPOSED SCOPE.

10. ASBESTOS-CONTAINING MATERIALS AND SUSPECT ASBESTOS-CONTAINING MATERIALS ARE KNOWN TO EXIST IN AREAS ADJACENT TO THE BOUNDARIES OF THE SCOPE, AND HAVE POTENTIAL TO BE IMPACTED BY THE PROPOSED CONSTRUCTION ACTIVITIES. PROVIDE ASBESTOS ABATEMENT WORK PLANS FOR APPROVAL BY THE CONTRACTING OFFICER'S REPRESENTATIVE, IN DIRECT COORDINATION AND IN CONJUNCTION WITH THE PROPOSED RENOVATION

WORK ASSOCIATED WITH THE PROPOSED PROJECT SCOPE.

11. HAVE APPLICABLE APPROVED PERMITS AND PROOF OF REQUIRED NOTIFICATIONS IN HAND AND ON-SITE PRIOR TO START OF ANY ABATEMENT WORK AND HAVE ISSUED NOTIFICATIONS AND COMPLIED WITH MANDATORY WAITING

PERIODS.

12. COMPLY WITH THE REQUIREMENTS OF OSHA HAZARD COMMUNICATION STANDARD 29 CFR 1910 1200.

13. MANAGE, TRANSPORT AND DISPOSE OF ASBESTOS-CONTAINING WASTE IN ACCORDANCE WITH FEDERAL, STATE

AND LOCAL REGULATIONS.

14. ABATEMENT AND CONSTRUCTION WORK SHALL COMPLY WITH THE NATIONAL EMISSION STANDARDS FOR HAZARD

AIR POLLUTION (NESHAP) (CITED AS 40 CFR PART 61 SUBPART M).

15. THE ASBESTOS CONTRACTOR SHALL PROVIDE OSHA AIR SAMPLING FOR HIS PERSONNEL. THIS OSHA AIR SAMPLING SHALL BE PERFORMED IN THE WORKER'S BREATHING ZONE, AS REQUIRED BY CURRENT OSHA

REGULATIONS.

16. DURING CONSTRUCTION, EACH TRADE SUBCONTRACTOR (INCLUDING BUT NOT LIMITED TO ARCHITECTURE, CIVIL, STRUCTURAL, MECHANICAL, FIRE PROTECTION, PLUMBING AND ELECTRICAL) IS RESPONSIBLE FOR NOTIFYING THE GENERAL CONTRACTOR IN ADVANCE IF SUSPECT ASBESTOS-CONTAINING MATERIAL IS OBSERVED IN THE PATH OF

SYSTEMS.

17. TRADE SUBCONTRACTORS (INCLUDING BUT NOT LIMITED TO STRUCTURAL, ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING AND FIRE PROTECTION) MUST NOT DISTURB, IMPACT OR DAMAGE ASBESTOS CONTAINING MATERIALS THAT ARE NOT DESIGNATED FOR REMOVAL. ASBESTOS-CONTAINING MATERIALS NOT DESIGNATED FOR

REMOVAL ON THE DRAWINGS MUST NOT BE DISTURBED AND MUST BE ABANDONED IN PLACE.

18. IF THE CONTRACTOR PROCEEDS TO WORK WITHOUT NOTIFYING THE OWNER OF THESE KNOWN OR SUSPECT ASBESTOS-CONTAINING MATERIALS ENCOUNTERED OR OTHER DISCREPANCIES, THE CONTRACTOR WILL BE RESPONSIBLE FOR COSTS ASSOCIATED WITH THE CONTAINMENT, CLEAN UP, AND OTHER COSTS AND DAMAGES RESULTING THEREFROM. THE CONTRACTING OFFICER'S REPRESENTATIVE RESERVES THE RIGHT TO UTILIZE ITS

ASBESTOS CONTRACTORS TO CONDUCT ANY SUCH CLEAN-UP AT THE CONTRACTOR'S EXPENSE.

19. DO NOT UNLAWFULLY IMPACT EXISTING LIFE SAFETY EQUIPMENT AND SYSTEMS THAT PASS THROUGH, ARE

EXCLUSIVELY ACCESSIBLE FROM, AND/OR SERVE AREAS OF WORK.

20. SEQUENCE WORK TO PREVENT CROSS CONTAMINATION IN ACCORDANCE WITH PROJECT SCHEDULE SO AS NOT TO

DELAY OTHER SUBSEQUENT WORK.

21. IF ANY AIR SAMPLES COLLECTED OUTSIDE CONTAINMENT AREA DURING ABATEMENT MEET OR EXCEED 0.01 FIBER PER CUBIC CENTIMETER OR THE BACKGROUND LEVEL, WHICHEVER IS GREATER, STOP WORK AND ALTER

METHODS TO REDUCE THE ASBESTOS FIBER CONCENTRATION TO THE AFOREMENTIONED LEVEL.

22. FIELD VERIFY THE AMOUNT OF ACM AND BECOME FAMILIAR WITH VARIABLE FIELD CONDITIONS AT THE SITE BEFORE THE SUBMISSION OF THE BID. FAILURE TO BECOME FAMILIAR WITH ACTUAL AND PLANNED CONDITIONS AFFECTING THE WORK WILL NOT BE GROUNDS FOR ADDITIONAL COSTS OR TIME TO COMPLETE THE WORK.

23. IN ADDITION TO THE AUTHORITIES HAVING JURISDICTION, THE CONTRACTING OFFICER'S REPRESENTATIVE AND THE CONTRACTING OFFICERS'S ENVIRONMENTAL CONSULTANT SHALL HAVE THE AUTHORITY TO STOP THE ABATEMENT WORK AT ANY TIME A DETERMINATION IS MADE THAT CONDITIONS ARE NOT WITHIN SPECIFICATION AND APPLICABLE REGULATIONS. THE STOPPAGE OF WORK SHALL CONTINUE UNTIL CONDITIONS HAVE BEEN CORRECTED TO THE SATISFACTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE AND CONTRACTING OFFICER'S ENVIRONMENTAL CONSULTANT. STANDBY TIME TO RESOLVE THE PROBLEMS SHALL BE AT THE

CONTRACTOR'S EXPENSE.

LEAD-CONTAINING MATERIALS:

1. PERFORM WORK THAT AFFECTS LEAD CONTAINING PAINT IN STRICT ACCORDANCE WITH THE CONTRACT SPECIFICATIONS, OSHA LEAD IN CONSTRUCTION STANDARD 29 CFR 1926 62, FEDERAL, STATE AND LOCAL LAWS.

2. PRIOR TO THE START OF WORK, PROVIDE A DETAILED LEAD MANAGEMENT WORK PLAN IN ACCORDANCE WITH THE

REQUIREMENTS OF THE SPECIFICATIONS.

3. LEAD-CONTAINING PAINT IS EXPECTED TO BE AFFECTED WITHIN THE FOOTPRINT OF THE PROPOSED SCOPE OF WORK.

PAINT IS ASSUMED TO CONTAIN LEAD.

4. COMPLY WITH THE REQUIREMENTS OF OSHA HAZARD COMMUNICATION STANDARD 29 CFR 1910 1200,

5. CONTAIN THE LEAD WORK AREA IN ACCORDANCE WITH SSPC GUIDE 6 - GUIDE FOR CONTAINING DEBRIS GENERATED

DURING PAINT REMOVAL OPERATIONS AND THE CONTRACT SPECIFICATIONS.

6. ON ANY STRUCTURES WHERE TORCH CUTTING, OPEN FLAME BURNING, RIVET/BOLT BUSTING, WELDING, OR OTHER IMPACT MAY BE ASSUMED TO CAUSE LEAD PARTICULATE RELEASES, THE WORK SHALL BE PERMITTED ONLY AFTER VISIBLE PAINT HAS BEEN REMOVED FROM ALL SIDES OF THE STRUCTURE DOWN TO THE SUBSTRATE SURFACE FOR A MINIMUM OF FOUR INCHES ON BOTH SIDES OF THE CUT LINE WHERE CUTTING, BURNING, WELDING, OR RIVET/BOLT

BUSTING WILL TAKE PLACE.

7. DESIGNATE A COMPETENT PERSON WITH CREDENTIALS, CERTIFICATION AND EXPERIENCE AS DEFINED BY DISTURBANCE OF LEAD CONTAINING SURFACE COATINGS SPECIFICATION. THIS PERSON MUST ENFORCE OSHA LEAD REQUIREMENTS

AND PERFORM DAILY INSPECTIONS OF THE WORK AREA.

8. LEAD ABATEMENT CONTRACTOR LICENSE: THIS LICENSE IS FOR COMPANIES THAT PERFORM LEAD HAZARD REDUCTION THROUGH ABATEMENT. CERTIFIED LEAD ABATEMENT SUPERVISORS: THESE INDIVIDUALS OVERSEE LEAD ABATEMENT ACTIVITIES AND MUST COMPLETE AN APPROVED NEW YORK-APPROVED TRAINING COURSE, A THIRD-PARTY EXAM, AND OBTAIN A CERTIFICATE FROM THE NEW YORK DEPARTMENT OF PUBLIC HEALTH (DPH). CERTIFIED LEAD ABATEMENT WORKERS: THESE INDIVIDUALS PERFORM LEAD ABATEMENT ACTIVITIES AND MUST COMPLETE A NEW YORK-APPROVED TRAINING COURSE AND OBTAIN A CERTIFICATE FROM THE DPH. THEY MUST BE EMPLOYED BY A LICENSED LEAD

ABATEMENT CONTRACTOR.

9. PROVIDE OSHA INITIAL EXPOSURE ASSESSMENT AIR SAMPLING FOR THEIR PERSONNEL. THIS OSHA AIR SAMPLING SHALL BE PERFORMED IN THE WORKER'S BREATHING ZONE, AS REQUIRED BY CURRENT OSHA REGULATIONS.

10. CLEAN ACCUMULATIONS OF DUST OR DEBRIS CONTAINING LEAD DAILY AND CONDUCT CLEANING WITH HEPA (HIGH EFFICIENCY PARTICULATE AIR) FILTERED VACUUMS. CONTAIN THE DEBRIS FOR PROPER DISPOSAL. LABEL BAGS AND

CONTAINERS AS LEAD-CONTAINING WASTE.

11. ESTABLISH RESTRICTED ZONES AROUND AREAS OR ACTIVITIES THAT MIGHT GENERATE AIRBORNE EMISSIONS OF LEAD IN EXCESS OF THE OSHA ACTION LEVEL, AND POST CAUTION SIGNS AROUND EACH RESTRICTED ZONE.

12. CONDUCT DAILY ASSESSMENTS OF VISIBLE EMISSIONS AND RELEASES FROM THE WORK AREA AND UNDERTAKE

NECESSARY CORRECTIVE ACTION TO CONTROL EMISSIONS.

13. COLLECT, HANDLE, STORE, TRANSPORT AND DISPOSE OF HAZARDOUS WASTES GENERATED FROM THIS WORK. THE CONTRACTING OFFICER WILL PROVIDE THE EPA IDENTIFICATION NUMBER FOR LEAD WASTE DISPOSAL FOR PERMITTING

PURPOSES.

14. MANAGE, TRANSPORT AND DISPOSE OF LEAD-CONTAINING WASTE IN ACCORDANCE WITH CONTRACT DOCUMENTS, FEDERAL, STATE AND LOCAL REGULATIONS.

15. DO NOT UNLAWFULLY IMPACT EXISTING LIFE SAFETY EQUIPMENT AND SYSTEMS THAT PASS THROUGH, ARE

EXCLUSIVELY ACCESSIBLE FROM, AND/OR SERVE AREAS OF WORK.

16. SEQUENCE WORK TO PREVENT CROSS CONTAMINATION IN ACCORDANCE WITH PROJECT SCHEDULE SO AS NOT TO

DELAY OTHER SUBSEQUENT WORK.

17. THE SCOPE OF WORK FOR LEAD-CONTAINING PAINT INCLUDES WORK AS NOTED ON DRAWINGS AND SPECIFICATIONS AND AS-NEEDED FOR THE PROTECTION OF WORKERS, GENERAL PUBLIC AND ENVIRONMENT TO IMPLEMENT DEMOLITION

AND CONSTRUCTION WORK.

UNIVERSAL WASTE:

1. COMPLY WITH THE REQUIREMENTS OF OSHA HAZARD COMMUNICATION STANDARD 29 CFR 1910 1200.

2. COMPLY WITH EPA 40 CFR PART 273 - STANDARDS FOR UNIVERSAL WASTE MANAGEMENT/REGULATED MATERIALS THAT MAY BE IMPACTED, INCLUDING BUT NOT LIMITED TO REFRIGERANT, MERCURY SWITCHES, FLUORESCENT LIGHTING WITH PCB CONTAINING BALLASTS, POTENTIAL RADIOACTIVE ISOTOPES IN SMOKE DETECTORS AND CARBON MONOXIDE

DETECTORS AND UNIVERSAL WASTES.

3. OBTAIN REQUIRED PERMITS AND/OR APPROVALS FOR SELECTED REFRIGERANT, PCB, MERCURY, MIXED WASTE AND

UNIVERSAL WASTE MANAGEMENT METHOD(S).

4. ENSURE THAT SUBCONTRACTORS INVOLVED IN THE WORK POSSESS PERMITS, CERTIFICATIONS AND/OR LICENSES REQUIRED UNDER FEDERAL, STATE, AND LOCAL LAWS, RULES, AND REGULATIONS, AS WELL AS ANY STATE OR LOCAL PERMITS OR LICENSES REQUIRED FOR REMOVAL, REPACKAGING, TRANSPORTATION, TREATMENT, AND OFF-SITE DISPOSAL

OF REFRIGERANT, PCB, MERCURY AND UNIVERSAL WASTE.

5. MANAGE, TRANSPORT AND DISPOSE OF UNIVERSAL WASTE IN ACCORDANCE WITH FEDERAL, STATE AND LOCAL

REGULATIONS.

6. DO NOT NEGATIVELY IMPACT EXISTING LIFE SAFETY EQUIPMENT AND SYSTEMS THAT PASS THROUGH, ARE EXCLUSIVELY

ACCESSIBLE FROM, AND/OR SERVE AREAS OF WORK.

7. SEQUENCE WORK TO PREVENT CROSS CONTAMINATION IN ACCORDANCE WITH PROJECT SCHEDULE SO AS NOT TO DELAY

OTHER SUBSEQUENT WORK.

4444 4444

2 22

5 55

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

GENERAL NOTES

SOLICITATION NO.: CONTRACT NO.:

SHEET KEYNOTES

ASBESTOS CONTAINING MATERIALS (ACM) IN 12"X12" BLUE CARPET TILES IN

BASEMENT RECREATION ROOM.

ACM DETECTED IN 12"X12" BLUE CARPET TILES ON THE 3RD FLOOR.

ACM DETECTED IN FIRE DOORS.

LEAD BASED PAINT (LBP) IN WOOD PORCH COLUMNS

LPB IN INTERIOR WOOD WINDOW JAMB, SILL AND SASH.

LPB IN WOOD EXIT DOOR AND CASING.

LPB IN WALKWAY HANDRAIL.

LPB IN EXTERIOR WOOD WINDOW JAMB.

&R M

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A1 BASEMENT HAZMAT PLAN

SCALE: 1/8" = 1'-0" 0 8'4' 16'

1. SEE DRAWING H-001 FOR GENERAL NOTES, ABBREVIATIONS, AND LEGEND.

2. REFER TO THE HAZARDOUS MATERIALS REPORTS IN THE SPECIFICATIONS (02 82 00) FOR

ADDITIONAL INFORMATION. THE HAZARDOUS MATERIALS REPORT INCLUDES DESCRIPTIONS

AND GENERAL LOCATIONS OF HAZARDOUS MATERIALS. QUANTITIES OF HAZARDOUS

MATERIALS IN THE REPORT ARE FOR INFORMATION ONLY AND DO NOT REPRESENT THE

QUANTITY OF HAZARDOUS MATERIALS TO BE REMOVED.

3. THE CONTRACTOR MUST ADDRESS ASBESTOS CONTAINING MATERIALS THAT ARE

IMPACTED BY THE PROJECT IN ACCORDANCE WITH SPECIFICATION 02 82 00 ASBESTOS

REMEDIATION. SEE DISCIPLINE SPECIFIC DRAWINGS TO DETERMINE EXTENT OF

DEMOLITION AND NEW WORK IN REGARDS TO HAZARDOUS MATERIALS.

4. THE CONTRACTOR MUST ADDRESS SURFACES CONTAINING LEAD BASED PAINTS THAT ARE

IMPACTED BY THE PROJECT IN ACCORDANCE WITH SPECIFICATION 02 83 00 LEAD

REMEDIATION. REFER TO ANY APPLICABLE STATE OF NEW YORK LAWS/ REGULATIONS FOR

THE DEMOLITION AND RENOVATION OF PAINTED COMPONENTS OR SURFACE COATINGS.

SEE DISCIPLINE SPECIFIC DRAWINGS TO DETERMINE EXTENT OF DEMOLITION AND NEW

WORK IN REGARDS TO HAZARDOUS MATERIALS.

5. THE CONTRACTOR WILL TAKE ALL THE NECESSARY PRECAUTIONS TO REMOVE AND DUMP

HAZARDOUS MATERIALS OFF SITE AT NO ADDITIONAL COST TO THE GOVERNMENT. REFER

TO SPECIFICATION 01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS FOR INSTRUCTIONS

ON THE PROPER HANDLING AND DISPOSAL OF LEAD CONTAINING COMPONENTS AND

OTHER HAZARDOUS MATERIALS.

D1 FIRST FLOOR HAZMAT PLAN

SCALE: 1/8" = 1'-0" 0 8'4' 16'

NORTH

PLAN

NA5 SECOND FLOOR HAZMAT PLAN

SCALE: 1/8" = 1'-0" 0 8'4' 16'

D5 THIRD FLOOR HAZMAT PLAN

SCALE: 1/8" = 1'-0" 0 8'4' 16'

F6 WATCHTOWER HAZMAT PLAN

SCALE: 1/8" = 1'-0" 0 8'4' 16'

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

GENERAL NOTES

SOLICITATION NO.: CONTRACT NO.:

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APPLICABLE CODES:

1. IBC, INTERNATIONAL BUILDING CODE, 2024

2. IEBC, INTERNATIONAL EXISTING BUILDING CODE, 2024

3. NFPA 101 - LIFE SAFETY CODE, 2024

NOTES:

1. SEE DRAWING A-001 FOR NOTES, LEGEND AND ABBREVIATIONS.

2. RETAIN CLEAR PATHS TO BUILDING EXITS AND FIRE EXTINGUISHERS AT ALL TIMES

DURING CONSTRUCTION

3. FIRE PROTECTION: CONFORM TO THE REQUIREMENTS OF THE IBC FOR MARKING AND

IDENTIFICATION OF FIRE WALLS, BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS,

SMOKE PARTITIONS. STENCILING MUST BE SPACED NO MORE THAN 15 FEET IN

ACCORDANCE WITH IBC. REFER TO FIRESTOPPING SPECIFICATION FOR ADDITIONAL

INFORMATION.

4. PROVIDE LISTED AND LABELED SYSTEMS FOR PENETRATIONS OF FIRE RATED AND

FIRE/SMOKE RATED ASSEMBLIES. THESE MUST BE INSTALLED IN ACCORDANCE WITH

LISTED SYSTEM. PENETRATIONS THROUGH RATED ASSEMBLIES ARE GENERALLY

IDENTIFIED ON THE MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND FIRE

ALARM FLOOR PLANS, FOR REFERENCE. FIRESTOPPING SUBCONTRACTOR MUST ALSO

COORDINATE WITH LIFE SAFETY DRAWINGS, MECHANICAL, PLUMBING, ELECTRICAL,

FIRE PROTECTION AND FIRE ALARM DRAWINGS TO CONFIRM NECESSARY

PENETRATION FIRESTOPPING PRIOR TO CONSTRUCTION. REFER TO FIRESTOPPING

SPECIFICATION FOR ADDITIONAL INFORMATION.

5. PER IBC, PLYWOOD BACKBOARDS MUST BE FIRE RETARDANT TREATED WOOD

WEARING THE MANUFACTURER'S STAMP. IF PAINTED, THE MANUFACTURER'S FIRE

RATED STAMP MUST REMAIN VISIBLE.

3. OCCUPANCY USE AND LOAD - (PER IBC TABLE 1004.5 & NFPA 101 TABLE 7.3.1.2)

OCCUPANCY CLASSIFICATION SPECIFIC USE SQUARE FOOTAGE OCCUPANT LOAD FACTOR

PER SF OCCUPANT LOAD

BASEMENT

BUSINESS LAUNDRY ROOM, OFFICE,

RESTROOM 377 150 3

MECHANICAL/STORAGE

STORAGE ROOMS, UTILITY ROOM,

FP ROOM, TELECOM ROOM,

CORRIDORS

1375 MP* 1

BASEMENT OCCUPANT LOAD 1752 4

FIRST FLOOR

BUSINESS COAST GUARD OPERATIONS, STAFF

OFFICES, RESTROOM, CORRIDOR 1848 150 12

LEVEL 1 OCCUPANT LOAD 1848 12

SECOND FLOOR

RESIDENTIAL BERTHING ROOMS, COMMON AREA,

RESTROOM, CORRIDOR 1381 200 7

STORAGE IT CLOSET 14 500 1

LEVEL 2 OCCUPANT LOAD 1395 8

THIRD FLOOR

RESIDENTIAL BERTHING ROOMS, CORRIDOR 885 200 4

STORAGE SUPPLY ROOM 151 500 1

LEVEL 3 OCCUPANT LOAD 1036 5

BUILDING TOTAL

BUILDING TOTAL 5,985 29

*MP - THE OCCUPANT LOAD IS THE MAXIMUM PROBABLE NUMBER OF OCCUPANTS PRESENT AT ANY TIME. (NFPA 101, TABLE 7.3.1.2)

4A. MEANS OF EGRESS - PER NFPA 101

4A. TRAVEL DISTANCES - PER NFPA 101 TABLE A.7.6

TRAVEL DISTANCES

(FULLY SPRINKLERED)

MAX. ALLOWED

(PER NFPA 101) PROVIDED

COMMON PATH

BUSINESS (B) = NL*

RESIDENTIAL (R-1) = N/A

STORAGE (S-1) = 100'

BUSINESS (B) = 48'-9"

RESIDENTIAL (R-1) = N/A

STORAGE (S-1) = N/A

DEAD END

BUSINESS (B) = 50'

RESIDENTIAL (R-1) = N/A

STORAGE (S-1) = 100'

BUSINESS (B) = N/A

RESIDENTIAL (R-1) = N/A

STORAGE (S-1) = 17'-3"

MAXIMUM TRAVEL DISTANCE

BUSINESS (B) = 300'

RESIDENTIAL (R-1) = 75'

STORAGE (S-1) = 400'

BUSINESS (B) = 51'-9"

RESIDENTIAL (R-1) = 26'-1"

STORAGE (S-1) = 46'-4"

*NL - NOT LIMITED

4B. EXIT REQUIREMENTS - PER NFPA 101

REQUIRED (PER NFPA 7.3.3.1)

CAPACITY FACTOR OCCUPANTS WIDTH

REQ'D

PROVIDED

(LOCATION)

DOORS AND COORIDORS 0.2 X OCCUPANT LOAD

MIN: 32" NET CLEAR 29 32"

EXIT 1: 32"

EXIT 2: 32"

EXIT 3: 32"

STAIRS

0.3 X OCCUPANT LOAD

44" SERVING MORE THAN 49 OCCUPANTS

36" SERVING 49 OR FEWER

29 36" STAIR 1: 41"

STAIR 2: 42"

2A. BUILDING CODE ANALYSIS

BUILDING OCCUPANCY CLASSIFICATION

MIXED-USE, SEPARATED, COMPRISING OF LEVELS 2 AND 3: R-1 (LODGING OR ROOMING HOUSE), WITH ACCESSORY STORAGE AREAS; LEVEL 1: GROUP B (BUSINESS), WITH ACCESSORY STORAGE AREAS; AND BASEMENT: MIXED OCCUPANCY NON SEPARATED GROUP S-1 (STORAGE), AND GROUP

B (BUSINESS.

CONSTRUCTION TYPE TYPE VB - UNPROTECTED COMBUSTIBLE

REQUIRED FIRE RATINGS

BUILDING ELEMENT REQUIRED RATING PROVIDED UL/IBC/NFPA STANDARD USED &

SHOWN ON DESIGN DETAIL

PRIMARY STRUCTURAL FRAME 0 HOURS 0 HOURS N/A

BEARING EXTERIOR WALLS 0 HOURS 0 HOURS N/A

BEARING INTERIOR WALLS 0 HOURS 0 HOURS N/A

NONBEARING EXTERIOR WALLS 0 HOURS 1 HOURS UL U419

NONBEARING INTERIOR WALLS 0 HOURS 0 HOURS N/A

FLOOR/CEILING ASSEMBLY 0 HOURS 2 HOURS UL L511

ROOF CONSTRUCTION AND ASSOCIATED SECONDARY

MEMBERS 0 HOURS 0 HOURS N/A

MECHANICAL CHASE/SHAFT WALLS 2 HOURS 2 HOURS UL U415

STAIR ENCLOSURE 1 HOURS 1 HOURS N/A

DRAFT STOPS 0 HOURS 0 HOURS N/A

ROOF ASSEMBLY 0 HOURS 0 HOURS N/A

ROOF COVERING CLASSIFICATION (A OR B OR C) A OR B B N/A

EXTERIOR WALL ASSEMBLY 0 HOURS 0 HOURS N/A

2B. ALLOWABLE BUILDING HEIGHT & AREAS (IBC 2024 TABLES 504.3, 504.4, 506.2)

ALLOWABLE PROVIDED

NUMBER OF STORIES ABOVE GRADE (SPRINKLERED)

3 STORIES

B - 3 STORIES,

R-1 -3 STORIES,

S-1 -2 STORIES

3 STORIES

B - 1 STORIES,

R-1 - 3 STORIES,

S-1 - O STORIES

BUILDING HEIGHT (SPRINKLERED) 60' 40'

BUILDING AREA (SPRINKLERED)

27,000 SF (BUSINESS) 5,985 SF (TOTAL)

21,000 SF (R-1) 5,985 SF (TOTAL)

27,000 SF (S-1) 5,985 SF (TOTAL)

2C. REQUIRED SEPARATION OF OCCUPANCIES (SPRINKLERED) (IBC 2024 TABLE 508.4)

OCCUPANCY CLASSIFICATION GROUP B GROUP R-1 GROUP S-1

GROUP B (BUSINESS) - 1 HOUR N/A

GROUP R-1 (RESIDENTIAL) 1 HOUR - 1 HOUR

GROUP S-1 (STORAGE) N/A 1 HOUR -

1. GENERAL BUILDING INFORMATION

EXISTING BUILDING CONSTRUCTION - INTERIOR RENOVATION OF EXISTING OFFICE/RESIDENTIAL SPACES WITH THE RECONFIGURATION OF WALLS AND DOORS;

EXTERIOR RENOVATION OF BUILDING SIDING AND OPENINGS.

AN AUTOMATIC SPRINKLER SYSTEM WILL BE PROVIDED IN ACCORDANCE WITH IBC 903.3, UFC 3-600-01, AND NFPA 13.

THE BUILDING IS PROTECTED BY AN ADDRESSABLE FIRE ALARM SYSTEM IN ACCORDANCE WITH NFPA 72.

5. INTERIOR - PER NFPA 101 (TABLE A.10.2.2)

OCCUPANCY

CLASSIFICATION COMPONENT EXIT ENCLOSURES EXIT ACCESS CORRIDORS OTHER SPACES

BUSINESS

WALL A OR B A OR B A, B, OR C

FLOOR - - -

LODGING OR ROOMING

HOUSE

WALL A, B, OR C A, B, OR C A, B, OR C

FLOOR - - -

STORAGE

WALL A OR B A, B, OR C A, B, OR C

FLOOR NOT LESS THAN II I OR II NA

D D

STAIR NO. 2

TOILET

CORRIDOR NO. 1

STORAGE013

UTILITY ROOM

STORAGE

CORRIDOR NO. 2

CORRIDOR NO. 3

TEL/DATA/MECH

CLOSET

ELECTRIC &

TELEPHONE

ROOM

OFFICE

STORAGE

LAUNDRY

OFFICE

VESTIBULE

SLOPE = 1/4":12

DOAS

STAIR NO. 1

TOILET

CLOSET

VESTIBULE

O.D. ROOM

OFFICE

GENERAL

OFFICE NO. 2 108

XPO OFFICE

COMMANDING

OFFICER107

CORRIDOR NO. 4

OPERATIONS

GENERAL

OFFICE NO. 1

ROOF ROOF

ROOF

SLOPE = 6:12 SLOPE = 6:12

SLOPE = 6:12SLOPE = 6:12

SLOPE = 1:12

SLOPE = 1:12 SLOPE = 1:12

STAIR NO. 2B

TOILET

BERTHING ROOM NO.4

CREW LOUNGE

CORRIDOR NO. 5

TELE/DATA

BERTHING ROOM NO.1

BERTHING ROOM NO.3

TOILET

ROOF

STOR. NO. 4

STOR. NO. 1

TOILET

STOR. NO. 2

TOILET

SUPPLY ROOM

FEMALE BERTHING

STAIR

HALL NO. 6

SENIOR PETTY

OFFICER BERTHING

STOR. NO. 3

R-1 RESIDENTIAL OCCUPANCY/

STORAGE USE DE

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

OCCUPANCY CLASSIFICATION LEGEND

SOLICITATION NO.: CONTRACT NO.:

S / STORAGE OCCUPANCY/USE

B / BUSINESS OCCUPANCY/USE

R-1 / RESIDENTIAL OCCUPANCY/USE

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N/A N/A

A1 BASEMENT OCCUPANCY PLAN

SCALE: 1/8" = 1'-0" 0 8'4' 16'

C1 FIRST FLOOR OCCUPANCY PLAN

SCALE: 1/8" = 1'-0" 0 8'4' 16'

A5 SECOND FLOOR OCCUPANCY PLAN

SCALE: 1/8" = 1'-0" 0 8'4' 16'

C5 THIRD FLOOR OCCUPANCY PLAN

SCALE: 1/8" = 1'-0" 0 8'4' 16'

STAIR NO. 2

CORRIDOR NO. 3

LAUNDRY

TOILET

STORAGE

ELECTRIC &

TELEPHONE ROOM

CLOSET

CORRIDOR NO. 1

CORRIDOR NO. 2

FP ROOM

UTILITY ROOM

STORAGE

CONFERENCE ROOM

OFFICE STORAGE

TEL/

DATA/MECH

D D

MAXIMUM TRAVEL = 43'-8"

MAXIMUM TRAVEL = 46'-4"

DE = 17'-3"

DE = 15'-7"

FEFE

CP = 15'-2"

CP = 21'-0"

1 1

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

GENERAL LIFE SAFETY NOTES

SOLICITATION NO.: CONTRACT NO.:

1. SEE DRAWING A-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. RETAIN CLEAR PATHS TO BUILDING EXITS AND FIRE EXTINGUISHERS

AT ALL TIMES DURING CONSTRUCTION.

EGRESS LEGEND

1-HOUR FIRE RATING

2-HOUR FIRE RATING

FIRE EXTINGUISHER

STARTING POINT

EXIT

COMMON PATH

DECISION POINT

DEAD END

EXISTING EXIT LIGHTS

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A1 BASEMENT LIFE SAFETY PLAN

SCALE: 1/4" = 1'-0"

NORTH

PLAN

0 4' 8'2'

SHEET KEYNOTES##

1 2 HR FIRE RATED GWB CEILING, EXPOSED, SEE A1/A-501

OPERATIONS

CORRIDOR NO. 4

WATCH STANDER

OFFICE

O.D. ROOM

STAIR NO. 1

GENERAL

OFFICE NO. 2

EPO OFFICE

CORRIDOR NO. 5

XPO OFFICE

OIC OFFICE

TOILET

CLOSET

VESTIBULE

SLOPE = 1/4":12

DOAS

EXIT 2

CAPACITY = 10 PERSONS

CP = 48'-9"

EXIT 1

CAPACITY =

18 PERSONS

EXIT 3

CAPACITY =

1 PERSON

MAXIMUM TRAVEL = 51'-9"

MAXIMUM TRAVEL = 51'-7"

MAXIMUM TRAVEL = 45'-6"

CP = 35'-0"

CP = 43'-10"

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

GENERAL LIFE SAFETY NOTES

SOLICITATION NO.: CONTRACT NO.:

EGRESS LEGEND

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A1 FIRST FLOOR LIFE SAFETY PLAN

SCALE: 1/4" = 1'-0" 0 4' 8'2'

NORTH

PLAN

1. SEE DRAWING A-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. RETAIN CLEAR PATHS TO BUILDING EXITS AND FIRE EXTINGUISHERS

AT ALL TIMES DURING CONSTRUCTION.

1-HOUR FIRE RATING

2-HOUR FIRE RATING

FIRE EXTINGUISHER

STARTING POINT

EXIT

COMMON PATH

DECISION POINT

EXISTING EXIT LIGHTS

EXIT LIGHTS

SHEET KEYNOTES##

1 2 HOUR FIRE RATED GWB CEILING, CONCEALED ABOVE NON RATED ACT CEILING, SEE

A1/A-501

2 HOUR FIRE RATED GWB CEILING, EXPOSED, SEE A1/A-5012

ROOF ROOF

ROOF

CORRIDOR NO. 6

BERTHING ROOM

STAIR NO. 2B

SLOPE = 6:12 SLOPE = 6:12

SLOPE = 6:12SLOPE = 6:12

TELE/DATA

TOILET

SLOPE = 1:12

SLOPE = 1:12 SLOPE = 1:12

MAXIMUM TRAVEL = 26'-1"

MAXIMUM TRAVEL = 24'-9"

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

GENERAL LIFE SAFETY NOTES

SOLICITATION NO.: CONTRACT NO.:

EGRESS LEGEND

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A1 SECOND FLOOR LIFE SAFETY PLAN

SCALE: 1/4" = 1'-0"

NORTH

PLAN

0 4' 8'2'

1. SEE DRAWING A-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. RETAIN CLEAR PATHS TO BUILDING EXITS AND FIRE EXTINGUISHERS

AT ALL TIMES DURING CONSTRUCTION.

1-HOUR FIRE RATING

2-HOUR FIRE RATING

FIRE EXTINGUISHER

STARTING POINT

EXIT

EXISTING EXIT LIGHTS

SHEET KEYNOTES##

1 2 HOUR FIRE RATED GWB CEILING, CONCEALED ABOVE NON RATED ACT CEILING, SEE

A1/A-501

2 HOUR FIRE RATED GWB CEILING, EXPOSED, SEE A1/A-5012

STAIR HALL NO. 7

SENIOR PETTY OFFICER BERTHING

STORAGE NO. 4

STORAGE NO. 3

TOILET

SUPPLY ROOM

FEMALE BERTHING

STORAGE NO. 1

STORAGE NO. 2

TOILET

ROOF ROOF

SLOPE = 6:12 SLOPE = 6:12

SLOPE = 6:12SLOPE = 6:12

MAXIMUM TRAVEL = 23'-9"

MAXIMUM TRAVEL = 21'-10"

1 1

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

GENERAL LIFE SAFETY NOTES

SOLICITATION NO.: CONTRACT NO.:

EGRESS LEGEND

&R M

M B

(F Y2

MULTIMISSION

BUILIDING

LS104

dw g

, S

K, R

I 0

Ke rri e Gr ee n

, M

Y, S

/1 5/

N/A N/A

A1 THIRD FLOOR LIFE SAFETY PLAN

SCALE: 1/4" = 1'-0"

NORTH

PLAN

0 4' 8'2'

1. SEE DRAWING A-001 FOR NOTES, ABBREVIATIONS, AND LEGEND.

2. RETAIN CLEAR PATHS TO BUILDING EXITS AND FIRE EXTINGUISHERS

AT ALL TIMES DURING CONSTRUCTION.

1-HOUR FIRE RATING

2-HOUR FIRE RATING

FIRE EXTINGUISHER

STARTING POINT

EXIT

EXISTING EXIT LIGHTS

SHEET KEYNOTES##

1 2 HR FIRE RATED GWB CEILING, EXPOSED, SEE A1/A-501

GENERAL NOTES

UTILITY NOTES

1. EXISTING UTILITIES SHOWN ON THE PROJECT DRAWINGS ARE LOCATED APPROXIMATELY

AND MUST BE FIELD VERIFIED PRIOR TO CONSTRUCTION. UTILITY LOCATIONS ARE BASED

ON A COMBINATION OF FIELD SURVEY AND DRAWINGS PROVIDED BY THE OWNER.

2. ARRANGE FOR TEMPORARY UTILITY CONNECTIONS THAT MAY BE REQUIRED DURING

CONSTRUCTION.

3. EXISTING UTILITIES MUST REMAIN IN OPERATION MUST BE PROTECTED FROM DAMAGE. ANY

DAMAGE TO EXISTING UTILITIES TO REMAIN MUST BE REPAIRED AT NO COST TO THE

OWNER.

4. CALL DIG-SAFE A MINIMUM OF 72 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION.

LOCATE PRIVATELY OWNED UTILITIES ON SITE. COST FOR LOCATING UTILITIES WITHIN THE

PROJECT AREA IS THE CONTRACTOR'S RESPONSIBILITY.

5. WHERE ENCOUNTERING EXISTING INACTIVE PIPES AND CONDUIT WITHIN THE LIMIT OF

EXCAVATION FOR THE WORK OF THE PROJECT, REMOVE THE PIPES AND CONDUIT THAT

ARE NO LONGER REQUIRED TO BE ACTIVE, WITHIN THE LIMITS OF EXCAVATION, AND PLUG

AND ABANDON REMAINING PIPES AND CONDUITS IN PLACE AT NO ADDITIONAL COST TO THE

OWNER.

6. PROVIDE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES ENCOUNTERED OR

ABANDONED ON RECORD DRAWINGS AT THE COMPLETION OF WORK.

CONSTRUCTION NOTES

1. COORDINATE MATERIAL STORAGE AND LAYDOWN AREAS WITH THE OWNER. PARKING FOR

CONTRACTOR EMPLOYEES WITHIN THE PROJECT SITE WILL BE PERMITTED WITH THE

APPROVAL FROM OWNER.

2. THE TRANSPORTATION OF CONSTRUCTION MATERIALS TO AND FROM THE SITE MUST BE

COVERED IN ACCORDANCE WITH NEW YORK DOT REQUIREMENTS.

3. THE CONTRACTOR MUST BE RESPONSIBLE FOR MAINTAINING THEIR SECURITY DURING

CONSTRUCTION.

4. ALL SURPLUS MATERIAL, AS DETERMINED BY THE OWNER, MUST BECOME THE PROPERTY

OF THE CONTRACTOR AND MUST BE DISPOSED OF OFF THE OWNER'S PROPERTY IN

CONFORMANCE WITH LOCAL, STATE, AND FEDERAL REGULATIONS.

5. ALL CONSTRUCTION SIGNS MUST BE DESIGNED TO WITHSTAND 50 MPH VELOCITY WINDS

AND BE PREPARED BY A PROFESSIONAL SIGN COMPANY.

6. MOISTEN THE EXPOSED SOIL SURFACE PERIODICALLY WITH ADEQUATE WATER TO

CONTROL DUST.

7. MAKE THE SITE SAFE FOR NON-CONSTRUCTION PERSONNEL USERS DURING NON-WORKING

HOURS.

8. CONSTRUCTION AND HAZARDOUS MATERIAL TESTING MUST BE COORDINATED AND PAID

FOR BY THE CONTRACTOR. TESTING METHODS AND INTERVALS MUST ADHERE TO

INDUSTRY AND NEW YORK DOT STANDARDS. RESULTS OF THE TESTS MUST BE SHARED

WITH THE OWNER AND ENGINEER WITHIN 24 HOURS OF RECEIVING THE TEST RESULTS.

WITH EACH TEST RESULT, PROVIDE A SKETCH OF THE LOCATION OF THE TEST.

1. PROVIDE FIELD LAYOUT FOR ENTIRE PROJECT AREA. TAKE TIES TO UTILITY CONNECTIONS

AND PROVIDE MARKED-UP RECORD DRAWINGS FOR PROPOSED UTILITIES SHOWING TIES

TO CONNECTIONS, BENDS, VALVES, LENGTHS OF LINES AND INVERTS.

2. NOTIFY THE ENGINEER IN WRITING OF ANY CONDITIONS THAT VARY FROM THOSE SHOWN

ON THE DRAWINGS. WORK MUST NOT VARY FROM THE DRAWINGS WITHOUT THE

EXPRESSED APPROVAL FROM THE ENGINEER AND OWNER.

3. COOPERATE WITH THE OTHER CONTRACTORS PERFORMING WORK ON THIS JOB SITE

DURING THE PERFORMANCE OF THIS CONTRACT.

4. RESTORE PAVEMENT, DRIVEWAYS, CULVERTS, SIGNS AND OTHER PUBLIC OR PRIVATE

PROPERTY DAMAGED OR REMOVED TO PRE-CONSTRUCTION CONDITION DETERMINED BY

THE ENGINEER/OWNER AT THE CONTRACTOR'S EXPENSE.

5. THE OWNER WILL OBTAIN THE REQUIRED GENERAL BUILDING PERMIT. ADHERE TO THE

REQUIREMENTS OF ALL PERMITS. THE CONTRACTOR MUST BE RESPONSIBLE FOR

OBTAINING, AND INCURRING THE COST OF ALL OTHER REQUIRED PERMITS, INSPECTIONS,

CERTIFICATES, ETC.

6. PROTECT EXISTING PROPERTY LINE MONUMENTATION. REPLACE ANY MONUMENTATION

DISTURBED OR DESTROYED, AS JUDGED BY THE ENGINEER OR OWNER, AT THE

CONTRACTOR'S EXPENSE, UNDER THE SUPERVISION OF A NEW YORK STATE LICENSED

LAND SURVEYOR. SUBMIT STAMPED SURVEY PLANS FOR ALL MONUMENTS THAT ARE

MOVED AND RESET

7. EXAMINE ALL PLAN SHEETS AND SPECIFICATIONS, AND COORDINATE WORK WITH ALL

CONTRACTS FOR THE SITE.

8. ADHERE TO THE STANDARDS DETAILED IN THE "CONSTRUCTION MANAGEMENT PRACTICES

CATALOGUE FOR NONPOINT SOURCE POLLUTION PREVENTION" MANUAL BY THE NEW YORK

STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DATED JUNE 2000.

9. CONDUCT EXPLORATORY TEST PITS AS MAY BE REQUIRED TO DETERMINE UNDERGROUND

CONDITIONS.

10. TRENCH EXCAVATION AND REQUIRED SHEETING AND SHORING MUST BE DONE IN

ACCORDANCE WITH THE LATEST OSHA REGULATIONS FOR CONSTRUCTION.

11. MAINTAIN SURFACE STORMWATER DRAINAGE DURING THE COURSE OF WORK.

12. PROVIDE A DETAILED SCHEDULE OF WORK TO THE OWNER. WORK MUST BE COORDINATED

TO MINIMIZE DISTURBANCE TO ONGOING OPERATIONS. PROVIDE MINIMUM NOTICE TO

OWNER IN ADVANCE OF ANY ROAD OR UTILITY SHUTDOWN, COORDINATE NOTICE

TIMEFRAME WITH OWNER.

13. SEE A-901 - A-903 FOR EXISTING BUILDING AND SITE PHOTOGRAPHS.

E E E

SURVEY NOTES

1. THE SITE'S EXISTING CONDITIONS INFORMATION WAS COMPILED FROM ON THE GROUND

SURVEY, SITE INSPECTIONS, AERIAL MAPPING, AND INFORMATION PROVIDED BY THE

OWNER.

2. THE EXISTING CONDITIONS SURVEY WAS PERFORMED BY NELSON AND POPE ENGINEERS

AND SURVEYORS ON OCTOBER 8, 2010.

3. THE BASIS OF BEARING FOR THE SURVEY IS NAD83 DATUM.

4. ELEVATIONS AND CONTOURS ARE BASED ON NAVD88 DATUM.

LEGEND

TEST BORING LOCATED

EXISTING UTILITY POLE

EXISTING CONCRETE

EXISTING EDGE OF GRAVEL DRIVEWAY

EXISTING EDGE OF PAVED DRIVEWAY

EXISTING SEWER MANHOLE

EXISTING DRAINAGE MANHOLE

EXISTING CATCH BASIN

EXISTING COMMS MANHOLE

EXISTING HYDRANT

EXISTING SIGN

EXISTING SITE MARKER

EXISTING SITE UTILITY (ELECTRIC & WATER)

EXISTING CONTOUR

PROPOSED CONTOUR

PROPOSED SPOT GRADE ELEVATION

FINISHED GRADE SLOPE

PROPOSED CURB

PROPOSED SIGN

PROPOSED SITE UTILITY HOOKUP (ELECTRIC & WATER)

PROPOSED BOLLARD

PROPOSED SEWER MANHOLE

PROPOSED DRAINAGE MANHOLE

PROPOSED CATCH BASIN

PROPOSED COMMS MANHOLE

PROPOSED ELECTRIC MANHOLE

PROPOSED PAVEMENT

PROPOSED CONCRETE

PROPOSED GRAVEL

PROPOSED RIPRAP

DEMOLISHED AREA

DEMOLISHED LINE

ABBREVIATIONS

ABND

ACP

ADA

APPROX

B.C.

CMP

COMM

CONC

COND

CPP

CSTP

Ø, DIA

DMH

DWG

DWGS

ELEC

ELEV

EMH

EQUIP

ETC.

EXIST

FFE

GALV

HDPE

MAX

MIN

N/A

NIC

NTS

OHD

OHE

PIV

PVC

RCP

SMH

SWL

SYL

T.C.

T.O.C.

TVVD

TYP

UGE

VCP

VIF

ABANDONED

ASBESTOS CLAY PIPE

AMERICANS WITH DISABILITIES ACT

APPROXIMATELY

BOTTOM OF CURB ELEVATION

CATCH BASIN

CORRUGATED METAL PIPE

COMMUNICATION

CONCRETE

CONDUIT

CORRUGATED PLASTIC PIPE

COPPER SIZED TUBING PLASTIC

DIAMETER

DRAIN MANHOLE

DRAWING

DRAWINGS

ELECTRIC

ELEVATION

ELECTRIC MANHOLE

EQUIPMENT

ET CETERA

EXISTING

FIELD INLET

FINISH FLOOR

FORCE MAIN

GALVANIZED

HIGH-DENSITY POLYETHYLENE PIPE

INCHES

LINEAR FEET

LENGTH

MAXIMUM

MANHOLE

MINIMUM

NOT APPLICABLE

NOT IN CONTRACT

NOT TO SCALE

OVERHEAD

OVERHEAD DOOR

OVERHEAD ELECTRIC

POST INDICATOR VALVE

POLY VINYL CHLORIDE

REINFORCED CONCRETE PIPE

STORM DRAIN

SQUARE FEET

PIPE SLOPE IN FT/FT

SANITARY SEWER MANHOLE

SQUARE

SOLID WHITE LINE

SOLID YELLOW LINE

TOP OF CURB ELEVATION

TOP OF CONCRETE

TELEPHONE VIDEO VOICE AND DATA

TYPICAL

UNDERGROUND

UNDERGROUND ELECTRIC

VITRIFIED CLAY PIPE

VERIFY IN FIELD

WITH

EXISTING PROPOSED

UNDERGROUND COMMS

ELECTRIC

WATER LINE

WATER LINE-ABND

SANITARY SEWER

STORM DRAIN

STORM DRAIN-ABND

SEWER FORCE MAIN

FUEL LINE

DRAINAGE DITCH

SEDIMENT BARRIER

E E E E

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

&R M

M B

(F Y2

, A

MULTIMISSION

BUILIDING

C-001

93C

-0

.d wg

, S

K, R

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Ke rri e Gr ee n

, M

Y, S

/1 5/

N/A N/A

LPG LPG

SANSANSANSAN

UTILITY LEGEND

E E

E E EE E E

E E

SAN

LPG

E E

E E E

LPG LPG LPG LPG LPG

LPG

EEEE

LPG LPG

LPG

SAN SAN

LPG

SAN

SAN W

W W

E E E E

LPG

LPG LPG

LPG

COMM

E E

SAN

E E E E E E E E

E E

E E E E E E E E E E E E

LPG

E E

W W

ELECTRIC

HANDHOLE

MULTI-MISSION

BUILDING

UPH BUILDING

GALLEY

BOAT MAINTENANCE FACILITY

APPROXIMATE

LOCATION OF

SEPTIC FIELD

TENNIS

COURT

PROPERTY

BOUNDARY

W W

W W W W W

W W

LIGHTHOUSE ROAD

HYDRANT

WOODDECK

AST-5 FUEL OIL

APPROXIMATE LOCATION

OF STORAGE BUILDING

E E

EEEEEEEEEEEE

FUEL TANK

E E E E

HYDRANT

CONCRETE

STEPPED ASPHALT

PAVED

CONCRETE

40 APPROXIMATE

LOCATION OF

CONCRETE PAD

APPROXIMATE

LOCATION OF

RADIO TOWER

B Y:

2 3 4 5 6 7 8 9 10

A/ E

SHEET ID

1/ 2"

&R M

M B

(F Y2

MULTIMISSION

BUILIDING

CJ101

93C

.d wg

, S

K, R

I 0

Ke rri e Gr ee n

, M

Y, S

/1 5/

N/A N/A

20' 40'0A1 AND SITE LAYOUT PLAN

EXISTING CONDITIONS

SCALE: 1" = 20'

FIRE ALARM CABLING LOCATIONS1

GENERAL SHEET NOTES

SHEET KEYNOTES

1. SEE C-001 FOR CIVIL NOTES AND ABBREVIATIONS.

2. SEE CD-101 FOR CIVIL DEMOLITION SCOPE

3. SEE C-501-C-503 FOR CIVIL SECTIONS AND DETAILS

4. VERIFY EXISTING CONDITIONS PRIOR TO STARTING WORK

E E

E E EE E E

E E

SAN

LPG

E E

E E E

LPG LPG LPG LPG LPG

LPG

EEEE

LPG LPG

LPG

SAN SAN

LPG

SAN

SAN W

W W

E E…

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File details come from the government source that posted it. Updated Feb 9, 2026.