W912QR25BA008_Plans-0000.pdf

PDF 13 MB Posted Apr 15, 2025

Attached to: BOWST Addition/ OFT Renovation, Building 321, Niagara Falls Air Reserve Station
Solicitation number: W912QR25BA008
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Apr 16, 2025

This file contains comprehensive architectural and structural design plans for the BOWST Addition and Renovation project at Building 321, Niagara Falls Air Reserve Station. The detailed set of construction documents encompasses multiple engineering disciplines, including architectural, structural, mechanical, electrical, fire protection, and civil design drawings for a facility upgrade and expansion.

Key project details include a base scope addition and Option 1 modifications for an Operational Flight Trainer (OFT) and BOWST simulator installation. The project involves constructing a new building addition, renovating existing spaces, installing specialized equipment, and upgrading building systems. Specific elements include a new 2,227 square foot addition, modifications to the existing building, installation of a 3-ton overhead crane system, fire protection upgrades, and comprehensive architectural and structural improvements. The project is designed to meet multiple federal construction standards, including UFC (Unified Facilities Criteria), IBC (International Building Code), and various NFPA (National Fire Protection Association) requirements. The solicitation is set for release on 15 April 2025, with the US Army Corps of Engineers Louisville District managing the procurement.

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Other files

File	Type	Posted
Bid Opening Results - W912QR25BA008.pdf	PDF	Jun 9, 2025
W912QR25BA008_Plans-0002.pdf	PDF	Jun 2, 2025
W912QR25BA008_Specs-0002.pdf	PDF	Jun 2, 2025
W912QR25BA008_Plans-0001.pdf	PDF	May 27, 2025
W912QR25BA008_Specs-0001.pdf	PDF	May 27, 2025
Site Visit Sign in Sheet.pdf	PDF	Apr 30, 2025
Class JA for USAF Brand Name HVAC_ Redacted.pdf	PDF	Apr 15, 2025
W912QR25BA008_Specs_Vol2-0000.pdf	PDF	Apr 15, 2025
JA Simplex Fire Panel- Niagara Falls BOWST_Redacted.pdf	PDF	Apr 15, 2025
JA Andover Controls_Redacted.pdf	PDF	Apr 15, 2025
JA BEST Standard CORMAX_Redacted.pdf	PDF	Apr 15, 2025
W912QR25BA008_Specs_Vol1-0000.pdf	PDF	Apr 15, 2025

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BUILDING 321

PROJECT SITE

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NIAGARA FALLS INTERNATIONAL AIRPORT

CONTRACTOR

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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LOUISVILLE DISTRICT

JUNE 26, 2024

BOWST ADDITION AND RENOVATIONS TO B-321

NIAGARA FALLS AIR RESERVE STATION, NY

P2#: 508014

CERTIFIED FINAL

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AREA MAP NFARS MAP

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W912QR25BA008

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US Army Corps of Engineers ®

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GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

GI001 GENERAL INFORMATION - LIFE SAFETY

GI002 GENERAL INFORMATION - LIFE SAFETY

GI003 GENERAL INFORMATION - LIFE SAFETY

GI100 SITE PLAN - LIFE SAFETY

GI101 FIRST FLOOR PLAN - LIFE SAFETY

CIVIL

GS101 SITE PHOTOGRAPH LOCATION PLAN

GS102 SITE PHOTOGRAPHS

GS103 CONTRACTOR WORK LIMITS

GC101 EROSION CONTROL PLAN

GC501 EROSION CONTROL DETAILS

V-101 AERIAL PHOTOGRAPHY

VF101 EXISTING SITE SURVEY

CD101 SITE DEMOLITION PLAN

CS101 SITE DEVELOPMENT PLAN

CS102 HORIZONTAL CONTROL PLAN

CS103 SITE COORDINATE TABLES

CG101 GRADING AND STORM DRAINAGE PLAN

CU101 SITE UTILITY PLAN

CP101 SITE PAVEMENT PLAN

CP102 JOINT LAYOUT PLAN

CG201 SITE UTILITY PROFILES

CG500 TYPICAL DETAILS - CIVIL

CG501 TYPICAL DETAILS - CIVIL

CG502 TYPICAL DETAILS - CIVIL

CG503 TYPICAL DETAILS - CIVIL

CG504 TYPICAL DETAILS - CIVIL

STRUCTURAL

S-001 GENERAL NOTES - STRUCTURAL

S-002 DESIGN LOADS AND ABBREVIATIONS - STRUCTURAL

S-003 SPECIAL INSPECTIONS - STRUCTURAL

S-004 SPECIAL INSPECTIONS - STRUCTURAL

S-101 NEW ADDITION & EXISTING BUILDING FOUNDATION PLAN

S-102 NEW ADDITION & EXISTING BUILDING LOW ROOF FRAMING PLAN

S-103 HIGH BAY FOUNDATION & EQUIPMENT PAD PLAN AND OVERHEAD

CRANE SUPPORT FRAMING PLAN

S-201 FRAMING ELEVATIONS - STRUCTURAL

S-501 TYPICAL DETAILS - STRUCTURAL

S-502 TYPICAL DETAILS - STRUCTURAL

S-510 FOUNDATION DETAILS

S-511 BASE PLATE AND PEDESTAL DETAILS

S-512 ROOF FRAMING DETAILS

S-513 FRAMING DETAILS (ROOF, CONNECTION, AND OFT PLATFORM)

ARCHITECTURE

A-001 GENERAL NOTES AND ABBREVIATIONS

AD101 FIRST FLOOR DEMOLITION FLOOR PLAN

AD111 FIRST FLOOR DEMOLITION CEILING PLAN

AD201 DEMOLITION ELEVATIONS

AD510 DEMOLITION PLAN DETAILS

A-101 FIRST FLOOR PLAN

A-102 UPPER FIRST FLOOR PLAN

A-103 ROOF PLAN

A-104 FIRST FLOOR AIR BARRIER PLAN

A-111 FIRST FLOOR REFLECTED CEILING PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-301 BUILDING SECTIONS

A-302 AIR BARRIER BUILDING SECTIONS

A-310 WALL SECTIONS

A-401 SIMULATOR STAIR PLAN AND ELEVATIONS

A-402 FLOOR PAINT ENLARGED PLAN

A-501 EXTERIOR DETAILS

A-502 PARTITION TYPE DETAILS

A-511 PLAN DETAILS

A-520 SECTION DETAILS

A-521 SECTION DETAILS

A-522 SECTION DETAILS

A-601 DOOR SCHEDULES AND TYPES

AF601 FINISH SCHEDULE

I-101 FIRST FLOOR FURNITURE PLAN

FIRE PROTECTION

F-001 GENERAL INFORMATION - FIRE PROTECTION

FD101 FIRST FLOOR PLAN - FIRE PROTECTION - DEMOLITION

FA101 FIRST FLOOR PLAN - FIRE ALARM

FA501 DETAILS - FIRE ALARM

FX101 FIRST FLOOR PLAN - FIRE SUPPRESSION

FX401 ENLARGED PLAN - FIRE SUPPRESSION

FX501 DETAILS - FIRE SUPPRESSION

MECHANICAL

M-001 REFERENCE SHEET - MECHANICAL HVAC

M-101 FIRST FLOOR PLAN DEMOLITION PLAN MECHANICAL HVAC

M-111 FIRST FLOOR PLAN NEW WORK PLAN MECHANICAL HVAC

M-301 MECHANICAL HVAC - SECTIONS

M-401 MECHANICAL HVAC - ENLARGED PLANS

M-402 MECHANICAL HVAC - ENLARGED PLAN

M-501 MECHANICAL HVAC - DETAILS

M-502 MECHANICAL HVAC - DETAILS

M-503 MECHANICAL HVAC - DETAILS

M-601 MECHANICAL HVAC - SCHEDULES

M-602 MECHANICAL HVAC - SCHEDULES

M-603 MECHANICAL HVAC - SCHEMATIC

M-604 MECHANICAL HVAC - CONTROLS 1

M-605 MECHANICAL HVAC - CONTROLS 2

M-606 MECHANICAL HVAC - CONTROLS 3

ELECTRICAL

E-001 GENERAL INFORMATION - ELECTRICAL

ES101 SITE PLAN - ELECTRICAL

ED101 FIRST FLOOR DEMOLITION PLAN - ELECTRICAL

EL101 FIRST FLOOR PLAN - LIGHTING

EP101 FIRST FLOOR PLAN - POWER

EP102 LIGHTNING PROTECTION PLAN

E-501 DETAILS - ELECTRICAL

E-502 DETAILS - ELECTRICAL

E-601 SCHEDULES - ELECTRICAL

E-602 SCHEDULES - ELECTRICAL

E-701 DIAGRAMS - ELECTRICAL

TECHNOLOGY

T-001 GENERAL INFORMATION - TELECOMMUNICATIONS

TD101 FIRST FLOOR PLAN - TELECOMMUNICATIONS - DEMOLITION

T-101 FIRST FLOOR PLAN - TELECOMMUNICATIONS

T-401 ENLARGED PLANS - TELECOMMUNICATIONS

T-501 DETAILS - TELECOMMUNICATIONS

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Fire Protection / Life Safety / Accessibility Code Review

FORM VERSION 27 DATED 8 OCTOBER 2020

NIAGARA FALLS ARS BOWST ADDITION B321

1. PROJECT'S APPLIED CODES & STANDARDS

A. UFC 1-200-01: DOD BUILDING CODE, WITH CHANGE 1, 24 FEB 2023

B. UFC 3-600-01: DESIGN: FIRE PROTECTION ENGINEERING FOR FACILITIES, WITH CHANGE 6, 6 MAY 2021

C. UFC 4-021-01: DESIGN AND O&M: MASS NOTIFICATION SYSTEMS, WITH CHANGE 1, JANUARY 2010

D. IBC 2021: INTERNATIONAL BUILDING CODE FOR FIRE RESISTANCE REQUIREMENTS, ALLOWABLE FLOOR AREA, BUILDING HEIGHT LIMITS, AND BUILDING SEPARATION DISTANCE, EXCEPT AS MODIFIED BY UFC 3-600-01

E. NFPA 1, 2021: FIRE CODE, FOR DETERMINING VEHICLE ACCESS REQUIREMENTS

F. NFPA 101, 2021: LIFE SAFETY CODE, FOR BUILDING EGRESS AND LIFE SAFETY EXCEPT AS MODIFIED IN UFC 3-600-01

G. NFPA 10, 2022: STANDARD FOR PORTABLE FIRE EXTINGUISHERS

H. NFPA 13, 2022: STANDARD FOR INSTALLATION OF SPRINKLER SYSTEMS, MINIMUM REQUIREMENTS FOR DESIGN AND INSTALLATION OF AUTOMATIC FIRE SPRINKLER SYSTEMS

AND EXPOSURE PROTECTION

I. NFPA 70, 2023: NATIONAL ELECTRICAL CODE (NEC) - ARTICLE 500 HAZARDOUS LOCATIONS & ARTICLE 511 COMMERCIAL GARAGES, REPAIR & STORAGE

K. NFPA 80, 2022: STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES

L. NFPA 72, 2022: NATIONAL FIRE ALARM AND SIGNALING CODE

M. NFPA 90A, 2021: STANDARD INSTALLATION OF AIR CONDITIONING & VENTILATION SYSTEMS, FOR PROTECTION OF OPENINGS, SHAFTS, FIRE DAMPERS, SMOKE DAMPERS, PENETRATIONS AND FAN CONTROL

N. NFPA 291, 2022: RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS

O ABA (ARCHITECTURAL BARRIERS ACT) ACCESSIBILITY STANDARDS, AS DIRECTED BY DOD POLICY MEMO "ACCESS FOR PEOPLE WITH DISABILITIES" DATED 31 OCT 2008.

P. ECB 2018-17: NEW REQUIREMENTS FOR VISUAL NOTIFICATION FOR MASS NOTIFICATION SYSTEMS

Q. LOUISVILLE DISTRICT MILITARY DESIGN GUIDE (LDMDG)

2. BUILDING CODE REQUIREMENTS:

A. OCCUPANCY CLASSIFICATION:

IBC CHAPTER 3

B. CONSTRUCTION TYPE: TYPE IIB

IBC CHAPTER 6

TABLE 601

C. MIXED USE & OCCUPANCY SEPARATIONS ACCESSORY USES, AS PERMITTED BY SECTION 508.1, WILL BE USED. A-3 SPACES

(BREAK ROOM, EXISTING CLASSROOM WILL BE REPURPOSED TO GROUP B AS PART OF

PROJECT) AND S-1 SPACES (STORAGE) ARE ANCILLARY TO THE MAIN OCCUPANCY

(GROUP B) AND OCCUPY LESS THAN 10% OF FLOOR AREA. THE GROUP B OCCUPANCY

WILL BE USED FOR DETERMINING ALLOWABLE BUILDING AREA AND HEIGHT.

UFC 3-600-01: 5-4, 5-5

IBC SECTION 508

D. AREA LIMITATIONS / MODIFICATIONS: BUILDING HEIGHT FOR THE EXISTING STRUCTURE IS NOT AFFECTED BY THE NEW

ADDITION. THE NEW ADDITION IS APPROXIMATELY 2,227SF.

AREA LIMITATION: (IBC

SECTION 506)

PERMITTED – 69,000SF (IBC EQUATION 5-1, FRONTAGE INCREASE NOT

NEEDED).

PROVIDED – 13,509SF.

UFC 3-600-01: 5-3

IBC SECTION 503, 506, 507

E. HEIGHT LIMITATIONS: HEIGHT LIMITATION: (IBC TABLES 504.3 AND 504.4)

PERMITTED – FOR TYPE II-B

CONSTRUCTION, IBC TABLE 504.3 LIMITS BUILDING HEIGHT TO 75’ FOR GROUP B. FOR

TYPE II-B CONSTRUCTION, IBC TABLE 504.4 LIMITS BUILDING HEIGHT TO 4 STORIES FOR

GROUP B.

PROVIDED – THE BUILDING WITH THE NEW ADDITION IS 1 STORIES AND 52’-0”

IN HEIGHT.

IBC SECTION 503

TABLES 504.3 & 504.4

F. VERTICAL ENCLOSURES, CONTINUITY, PROTECTION: N/A

3-600-01: 3-3.1.1

NFPA 101: 7.1.3, 8.6

NFPA 90A: 4.3.1.2, 5.3.4

G. OPENING PROTECTIVES & THRU-PENETRATIONS

NFPA 101: 8.3 THRU 8.6

NFPA 90A

NFPA 80

NFPA 13

H. HORIZONTAL SEPARATIONS: N/A

IBC: TABLE 508.4

I. FIRE RESISTIVE REQUIREMENTS: INDICATE REQUIREMENTS BASED ON CONSTRUCTION TYPE:

IBC: TABLE 601 AND SECTION 602 PRIMARY STRUCTURAL FRAME - 0 HOUR RATING

EXTERIOR BEARING WALLS - 0 HOUR RATING

INTERIOR BEARING WALLS - 0 HOUR RATING

EXTERIOR NONBEARING PARTITIONS - 0 HOUR RATING

INTERIOR NONBEARING PARTITIONS - 0 HOUR RATING

FLOOR CONSTRUCTION & SECONDARY MEMBERS - 0 HOUR RATING

ROOF CONSTRUCTION & SECONDARY MEMBERS - 0 HOUR RATING

J. ENCLOSURE PROTECTION: N/A

NFPA 101: SPECIFIC OCCUPANCY CHAPTERS

ASME A17.1

UFC 3-600-01; 4-46.5.2.2

NFPA 30, 9.9.1

K. FIRE PROTECTION SYSTEM: THE ADDITION SHALL BE FULLY PROTECTED BY AN AUTOMATIC SPRINKLER SYSTEM

PER UFC 3-600-01 CHAPTER 9-7.

UFC 3-600-01: CHAPTERS 4 & 9

UFC 3-600-01: APPENDIX B

OPENINGS IN FIRE BARRIERS WILL BE PROTECTED AS DESCRIBED IN NFPA 101 §8.3.4.

OPENINGS IN SMOKE PARTITIONS WILL BE PROTECTED AS DESCRIBED IN NFPA 101

§8.4.3.

FIRE DOORS: PROVIDE SELF OR AUTOMATIC-CLOSING FIRE DOORS (NFPA 101 SECTION

8.3.3.3).

SMOKE PARTITION DOORS: PROVIDE SELF OR AUTOMATIC-CLOSING FIRE DOORS WITH

POSITIVE LATCHING HARDWARE. NO FIRE RATING REQUIRED. DOORS MUST NOT HAVE

LOUVERS.

DOORS WILL BE RATED AS FOLLOWS:

- 30 MINUTE FIRE BARRIERS – 20 MINUTE FIRE DOORS

- 1 HOUR FIRE BARRIERS – 45 MINUTE FIRE DOORS

- 1 HOUR EXIT ENCLOSURES - 60 MINUTE FIRE DOORS

- 1 HOUR SHAFT ENCLOSURES - 60 MINUTE FIRE DOORS

- 2 HOUR FIRE WALLS – 90 MINUTE FIRE DOORS

- SMOKE PARTITION – NO FIRE RATING REQUIRED

PENETRATION PROTECTION (DAMPERS) WILL BE PROVIDED FOR FIRE BARRIERS AND

SMOKE PARTITIONS WHERE REQUIRED BY NFPA 90A. FIRE DAMPERS WILL BE

PROVIDED AT ALL RATED SHAFT PENETRATIONS (NFPA 90A:5.3.4.6) EXCEPT WHERE

PERMITTED OTHERWISE UNDER NFPA 90A. FIRE DAMPERS WILL BE PROVIDED WHERE

AIR DUCTS PENETRATE OR TERMINATE AT OPENINGS IN WALLS OR PARTITIONS RATED

2 HOURS OR MORE. FIRE DAMPERS WILL BE PROVIDED IN ALL AIR TRANSFER

OPENINGS IN PARTITIONS THAT ARE REQUIRED TO HAVE A FIRE RESISTANCE RATING.

SMOKE DAMPERS WILL BE PROVIDED IN AIR-TRANSFER OPENINGS IN SMOKE

PARTITIONS (NFPA 101:8.4.6.2). SMOKE DAMPERS ARE NOT REQUIRED AT DUCTED

PENETRATIONS OR TERMINATIONS AT SMOKE PARTITIONS. DUCTWORK PENETRATING

FIRE BARRIER WALLS RATED LESS THAN 2 HOURS WILL NOT REQUIRE FIRE DAMPERS

(NFPA 90A).

UFC 3-600-01; 9-7, EXCEPT AS MODIFIED IN CHAPTER 4 OF UFC FOR SPECIFIC

FACILITY TYPES

N/A

UFC 3-600-01; 1-12.12, 9-7.3.1.2, 4-46

NFPA 13

UFC 3-600-01: CHAPTER 9-7.4 COVERAGE PER SPRINKLER MUST BE IN ACCORDANCE WITH NFPA 13, NOT EXCEEDING

225 SF FOR LIGHT HAZARD, 130 SF FOR ORDINARY HAZARD, OR 100SF FOR EXTRA

HAZARD. EXTENDED COVERAGE HEADS ARE NOT PERMITTED.

NFPA 13

STORAGE (STORAGE HEIGHT < 10’), SIMULATOR AND SIMULATOR ROOM, MECHANICAL

ROOM, COMPUTER ROOM: ORDINARY HAZARD GROUP (OH), 0.20-GPM/SQ.FT. OVER THE

MOST REMOTE 2500 SQ.FT. PLUS 250-GPM HOSE STREAM ALLOWANCE.

OFFICE: LIGHT HAZARD GROUP (LH), 0.10-GPM/SQ.FT. OVER THE MOST REMOTE 1500

SQ.FT. PLUS 250-GPM HOSE STREAM ALLOWANCE.

OFT: PER THE KC-135 DOCUMENT, SECTION 3.3.4.5, THE SPRINKLER SYSTEM SHALL BE

CAPABLE OF PROVIDING 0.35 GPM/SF OF AREA UNDER THE MOTION BASE.

THE EXISTING BUILDING IS PROVIDED WITH A WET-PIPE SPRINKLER SYSTEM. THIS

SYSTEM WILL BE EXTENDED INTO THE NEW ADDITION. FOR OPTION 1, THE OFT

EQUIPMENT SPACE, WHICH IS THE EXISTING SIMULATOR ROOM, AND THE ASSOCIATED

COMPUTER ROOM, WILL HAVE THE EXISTING WET SYSTEM REMOVED AND A DELUGE

SYSTEM WILL BE INSTALLED WITHIN THE SIMULATOR ROOM TO SUPPORT THE OFT

SPACE REQUIREMENTS, WHILE A NEW WET-PIPE SYSTEM WILL BE INSTALLED FOR THE

OFT SPACE AND ASSOCIATED COMPUTER ROOM, SERVED FROM A SINGLE PIPE

THE ADDITION AND EXISTING BUILDING WILL CONTAIN THE FOLLOWING OCCUPANCIES:

ASSEMBLY - GROUP A-3 (ANCILLARY TO GROUP B)

BUSINESS - GROUP B

MODERATE STORAGE - GROUP S-1 (ANCILLARY TO GROUP B)

OCCUPANCY CLASSIFICATION WILL BE RUN WITH A BASE BID SETUP OF ROOM 119

BEING A CLASSROOM, NOT AN OFFICE SPACE. THIS WILL BE A WORST-CASE

OCCUPANT LOAD WITH THIS SETUP.

R. AFCEC GUIDE TO THE PROVISION OF ORGANIZATIONAL PORTABLE FIRE EXTINGUISHERS AND REAL PROPERTY EXTINGUISHER CABINETS/MOUNTING DATED 1

NOVEMBER 2023

S. FACILITY DESIGN CRITERIA KC-135 TRAINING SIMULATOR (TS), 21 APRIL 2014, WITH REVISION 1 DATED 30 MARCH 2022

ENTERING THE SIMULATOR BAY WITH A FLOW SWITCH.

J. NFPA 20, 2022: STANDARD FOR THE INSTALLATION OF STATIONARY PUMPS FOR FIRE PROTECTION

BOWMAN

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L. AVAILABLE WATER SUPPLY TESTING A FIRE FLOW TEST WAS CONDUCTED ON 01/30/2024 RESULTING IN A STATIC PRESSURE

OF 60 PSIG WITH 979GPM AVAILABLE AT A RESIDUAL PRESSURE OF 44 PSIG.

PRELIMINARY HYDRAULIC CALCULATIONS INDICATE THE CURRENT WATER SUPPLY IS

ADEQUATE TO SUPPORT THE FIRE SPRINKLER SYSTEM FOR THE BASE BID. HOWEVER,

UPON COMPLETION OF THE OPTION 1 WORK, THERE WILL BE A SHORTAGE OF WATER

UPON OPERATION OF THE OFT SIMULATOR ROOM WET PIPE SPRINKLER SYSTEM, THE

DELUGE SYSTEM UNDERNEATH THE OFT EQUIPMENT, AND THE OUTSIDE HOSE

DEMAND SYSTEMS. WITH THIS SHORTAGE, THERE WILL BE A FIRE PUMP INSTALLED TO

SUPPORT THIS BUILDING.

UFC 3-600-01: 1-12.5, 9-6.4

NFPA 291

UFC 3-600-01: 9-2.2 N/A

NFPA 1: TABLE 18.4.5.2.1

UFC 3-600-01: 1-12.10, 4-40 N/A

M. WATER STORAGE TANK REQUIREMENTS N/A

UFC 3-600-01: 1-12.4, CHAPTER 9-4

NFPA 22

N. BACKFLOW PREVENTER & TESTING MINIMUM PRESSURE DROP ACROSS THE DOUBLE CHECK STYLE BACKFLOW

PREVENTER IS 8 PSI FOR HYDRAULIC CALCULATIONS.

NFPA 13: 8.16.4.6.1

UFC 3-600-01; 9-6.3.5, 9-6.6

O. FIRE PUMP(S) OPTION 1 WILL BE PROVIDED WITH A FIRE PUMP. THE FIRE PUMP WILL BE AN ELECTRIC

DRIVEN UNIT AND LOCATED WITHIN A PRE-MANUFACTURED BUILDING PROVIDED BY

THE FIRE PUMP MANUFACTURER. BUILDING SHALL BE UNSPRINKLERED AND BE OF

2-HOUR RATED CONSTRUCTION. PUMP TO BE RATED FOR 846 GPM AT 30 PSI OF HEAD

WITH A 20 HP MOTOR. FIRE PUMP, ASSOCIATED PIPING, AND PUMP BUILDING WILL BE

PROVIDED IN ACCORDANCE WITH NFPA 20 AND UFC 3-600-01.

UFC 3-600-01: CHAPTER 9-5

NFPA 20

UFC 3-600-01: 9-5.1.4

3. LIFE SAFETY REQUIREMENTS:

A. CLASSIFICATION OF OCCUPANCY: UNDER NFPA 101, THE BUILDING WITH THE NEW ADDITION IS CLASSIFIED AS BUSINESS

OCCUPANCY. OCCUPANCIES INCIDENTAL TO THE BUSINESS OCCUPANCY ARE AS

FOLLOWS:

ASSEMBLY (CLASSROOM, BREAK ROOM)

STORAGE

NFPA 101: CH. 6

B. OCCUPANT LOAD:

NFPA 101: 7.3.1.2 & CHAPTERS 12-42

UFC 3-600-01: 10-3.1

C. CAPACITY OF MEANS OF EGRESS: NFPA 101 EXIT CAPACITIES (ADDITION AND EXISTING BUILDING)

EXIT DOOR = 32"/0.2

IN/OCC = 160 OCCUPANTS

9 EXIT DOORS FOR ADDITION AND EXISTING

BUILDING

BUILDING EXIT CAPACITY = 1440 OCCUPANTS

NFPA 101: 7.3.3 & CHAPTERS 12-42

D. NUMBER OF EXITS: MINIMUM OF 2 EXITS REQUIRED FOR THE BUILDING INCLUDING ADDITION. 7 EXITS

PROVIDED.

NFPA 101: 7.4 & CHAPTERS 12-42

E. ARRANGEMENT OF MEANS OF EGRESS MEANS OF EGRESS WILL COMPLY WITH NFPA 101. BUILDING WILL BE PROTECTED WITH

AUTOMATIC FIRE SPRINKLERS THROUGHOUT.

NFPA 101: 7.5 & CHAPTERS 12-42

F. ACCESSIBLE MEANS OF EGRESS NOT LESS THAN 2 ACCESSIBLE MEANS OF EGRESS REQUIRED. 2 ACCESSIBLE MEANS

OF EGRESS PROVIDED.

NFPA 101: 7.5.4

G. TRAVEL DISTANCE TO EXITS: MEASURE - BUSINESS

MAXIMUM TRAVEL DISTANCE = 300'

MAXIMUM COMMON PATH

OF TRAVEL = 100'

MAXIMUM DEAD END = 50'

NFPA 101: 7.6 & CHAPTERS 12-42

H. ILLUMINATION OF MEANS OF EGRESS: ALL EXITS SHALL BE PROVIDED WITH EMERGENCY ILLUMINATION. ILLUMINATION OF

MEANS OF EGRESS SHALL BE PROVIDED AT ALL TIMES DURING OCCUPANCY.

NFPA 101: 7.8 & CHAPTERS 12-42

I. EMERGENCY LIGHTING: EMERGENCY EGRESS LIGHTING WILL BE PROVIDED IN ACCORDANCE WITH NFPA 101

§7.9. THE EMERGENCY LIGHTING WILL BE PROVIDED FOR 1 ½ HOURS UPON THE

FAILURE OF NORMAL LIGHTING. INITIAL LIGHTING LEVELS WILL BE NOT LESS THAN AN

AVERAGE OF 1 FT-CANDLE AND NOT LESS THAN 0.1 FT-CANDLE ALONG THE PATH OF

EGRESS (AT FLOOR LEVEL). THESE LEVELS ARE PERMITTED TO DECLINE TO NOT LESS

THAN AN AVERAGE OF .6 FT-CANDLE AND NOT LESS THAN .06 FT-CANDLE ALONG THE

PATH OF EGRESS (AT FLOOR LEVEL) UNTIL 1 ½ HOURS HAVE PASSED.

THE EMERGENCY

LIGHTING SYSTEM WILL BE AT LEAST TYPE 10, CLASS 1.5, LEVEL 1 IN ACCORDANCE

WITH NFPA 110, STANDARD FOR EMERGENCY AND STANDBY POWER

SYSTEMS.

EMERGENCY LIGHTING WILL BE SHOWN ON ELECTRICAL PLANS FOR

CLARITY AND CIRCUITING. LIFE SAFETY PLANS WILL REFERENCE ELECTRICAL PLANS

FOR EMERGENCY LIGHTING.

NFPA 101: 7.9 & CHAPTERS 12-42

J. MARKING OF MEANS OF EGRESS: THE MEANS OF EGRESS WILL BE MARKED IN ACCORDANCE WITH NFPA 101 §7.10 AND

UFC 3-600-01 §10-2. EACH EXIT DOOR WILL BE MARKED BY AN EXIT SIGN VISIBLE FROM

ANY DIRECTION OF EXIT ACCESS. ADDITIONAL EXIT SIGNS WILL BE PROVIDED ALONG

EXIT ACCESS PATHS WHERE THE PATH IS NOT OBVIOUS.

EXIT SIGNS WILL BE LIGHT

EMITTING DIODE (LED), ELECTROLUMINESCENCE (LEC) OR COLD CATHODE TYPE.

INCANDESCENT TYPE EXIT SIGNS WILL NOT BE USED.

EXIT SIGNS WILL BE SHOWN

ON THE ELECTRICAL PLANS (FOR CIRCUITING) AND THE LIFE SAFETY

PLANS.

TACTILE SIGNAGE READING “EXIT” WILL BE PROVIDED AT EACH EXIT DOOR.

THESE SIGNS SHALL COMPLY WITH ICC / ANSI A117.1, AMERICAN NATIONAL STANDARD

FOR ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES.

TACTILE SIGNS WILL BE

SHOWN ON THE INTERIOR DESIGN SIGNAGE PLANS.

NFPA 101: 7.10 & CHAPTERS 12-42

K. INTERIOR FINISH CLASSIFICATION LIMITS: CLASS A, B, OR C FOR RATED CORRIDORS.

CLASS A, B, OR C FOR OTHER

AREAS.

FLOOR FINISH TYPE 1 OR 2.

NFPA 101: TABLE A.10.2.2

L. DETECTION, ALARM, & COMMUNICATIONS: THE EXISTING BUILDING UTILIZES A FIRE ALARM MASS NOTIFICATION SYSTEM (FAMNS)

THROUGHOUT. THE EXISTING SYSTEM SHALL BE EXTENDED TO THE ADDITION. FAMNS

DEVICES SHALL BE PROVIDED IN THE ADDITION AS REQUIRED BY UFC 3-600-01, UFC

4-010-01, AND NFPA 72. BOWST SIMULATOR CAB WILL HAVE ITS OWN FIRE DETECTION

AND FIRE ALARM SYSTEM, THAT WILL BE CONNECTED TO BUILDING FIRE ALARM

SYSTEM VIA A MONITOR MODULE. OFT SIMULATOR CAB WILL BE PROVIDED WITH SIX

CONDUCTORS (THREE TWISTED PAIRS) BETWEEN THE OFT EQUIPMENT'S FIRE ALARM

SIGNALS TO THE EXISTING FIRE ALARM CONTROL UNIT.

UFC 3-600-01: CHAPTER 9-18

NFPA 101: 9.6 & CHAPTERS 12-42

M. PORTABLE FIRE EXTINGUISHERS: PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EVERY BUSINESS

OCCUPANCY AND ELSEWHERE WHERE REQUIRED PER NFPA 101. FIRE

EXTINGUISHERS SHALL BE SIZED AND LOCATED IN ACCORDANCE WITH NFPA 10.UFC 3-600-01, 9-17

NFPA 10

N. CORRIDORS: NO RATINGS REQUIRED.

NFPA 101: CHAPTERS 12-42

O. FIRE DAMPERS: FIRE DAMPERS SHALL BE DYNAMIC TYPE, RATED FOR 3,000 FT./MIN OR GREATER.

NFPA 90A: 5.3.1, 5.4.1 & 5.4.2

FIRE RATED DAMPERS SHALL BE INSTALLED IN DUCTS PASSING THROUGH PARTITIONS

OR WALLS HAVING A FIRE RESISTANCE RATING OF 2 HOURS OR GREATER.

FIRE DAMPERS SHALL BE INSTALLED IN DUCTS PASSING THROUGH FIRE RESISTANCE

RATED SHAFTS.

FIRE DAMPERS SHALL BE INSTALLED IN AIR TRANSFER OPENINGS IN FIRE RESISTANCE

RATED PARTITIONS.

FIRE DAMPERS SHALL BE INSTALLED IN DUCTS PASSING THROUGH FLOORS EXCEPT

WHERE THE FLOOR PENETRATION IS WITHIN A FIRE RATED SHAFT.

P. SMOKE DAMPERS: SMOKE DAMPERS WILL BE PROVIDED IN AIR-TRANSFER OPENINGS IN SMOKE

PARTITIONS. SMOKE DAMPERS ARE NOT REQUIRED AT DUCTED PENETRATIONS OR

TERMINATIONS AT SMOKE PARTITIONS. PROVIDE ISOLATION SMOKE DAMPER WHEN

AIR HANDLING EQUIPMENT SYSTEMS HAVE A CAPACITY GREATER THAN 15,000 CFM TO

ISOLATE THE AIR-HANDLING EQUIPMENT, INCLUDING FILTERS, FROM THE REMAINDER

OF THE SYSTEM ON BOTH THE BUILDING SUPPLY AND RETURN SIDES, IN ORDER TO

RESTRICT THE CIRCULATION OF SMOKE.

IBC: SECTION 716

NFPA 90A: 4.3.10.2, 5.3.5.1

Q. DUCT SMOKE DETECTORS SMOKE DETECTORS LISTED FOR USE IN AIR DISTRIBUTION SYSTEMS SHALL BE

LOCATED AS FOLLOWS:

DOWNSTREAM OF THE AIR FILTERS AND AHEAD OF ANY

BRANCH CONNECTIONS IN AIR SUPPLY STEMS HAVING A CAPACITY GREATER THAN

2000 CFM.

NFPA 90A: 6.4.2.1

R. ELEVATORS N/A

UFC 3-600-01: 4-13

IBC CHAPTER 30

ASME A17.1

NFPA 13

UFC 3-490-06: 3-3.1

S. ROOF ACCESS: N/A

UFC 3-600-01: 10-4

IBC CHAPTER 1011.12

T. HAZARDOUS LOCATIONS IN COMMERCIAL GARAGES N/A

NFPA 70: NEC ARTICLES 500 & 511

U. FIRE DEPT. VEHICLE ACCESS FIRE DEPARTMENT VEHICLES MUST HAVE UNIMPEDED ACCESS TO THE BUILDING

FROM AT LEAST ONE DIRECTION FOR EMERGENCY VEHICLE ACCESS. ACCESS SHALL

TERMINATE NO FURTHER THAN 33 FEET FROM THE BUILDING. PAVED AREAS PROVIDE

ACCESS TO ALL TWO SIDES OF THE BUILDING.

UFC 3-600-01: 9-1

NFPA 1: 18.2.3.4.1

OCCUPANT LOAD CALCULATION BELOW INCLUDES BOTH THE ADDITION AND THE

EXISTING BUILDING. OCCUPANT LOAD FACTORS ARE IN ACCORDANCE WITH NFPA 101

EXCEPT AS MODIFIED BY UFC 3-600-01.

CLASSROOM: 430.23 SF / 15 SF / PERSON = 28.68

BREAK ROOM: 261.32 SF / 15 SF / PERSON = 17.42

COMMUNICATION ROOMS: 141.26 SF / 300 SF / PERSON = 0.47

MECHANICAL/ELECTRICAL ROOMS: 1,304.67 SF / 500 SF / PERSON =2.61

STORAGE: 1,000 SF / 500 SF / PERSON= 2

TELECOM/IT: 10,371.52 SF/ 150 SF / PERSON= 69.14

CALCULATED OCCUPANT LOAD: 121 OCCUPANTS.

BOWMAN

E-81028

JOHN

PHILIP

OFO

E R

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P R

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I O N A L

US Army Corps of Engineers ®

SHEET ID

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D A

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T A

D D v

F E

T .r v t

GI002

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N E

R A

L I

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O R

M A

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A F

E T

B O

W S

T A

D D

N A

N D

R E

N O

V A

N S

T O

B -3

L O

L E

T R

R M

A R

L U

T H

E R

G J R

L A

C E

L O

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K Y

-2

P B

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M A

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M A

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H N

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D F

G A

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T A

N N

2Q R

Pl an s-

U. FIRE DEPT. VEHICLE ACCESS FIRE DEPARTMENT VEHICLES MUST HAVE UNIMPEDED ACCESS TO THE BUILDING

FROM AT LEAST ONE DIRECTION FOR EMERGENCY VEHICLE ACCESS. ACCESS SHALL

TERMINATE NO FURTHER THAN 33 FEET FROM THE BUILDING. PAVED AREAS PROVIDE

ACCESS TO ALL TWO SIDES OF THE BUILDING.

UFC 3-600-01: 9-1

NFPA 1: 18.2.3.4.1

V. FIRE HYDRANT INSTALLATION THE FDCS MUST BE LOCATED WITHIN 150’ OF A FIRE HYDRANT PER UFC 3-600-01.

EXISTING FDC MEETS THIS REQUIREMENT.

UFC 3-600-01: 9-3.5

W. KITCHEN COOKING EXHAUST EQUIPMENT N/A

NFPA 101: 9.2.3, CHAPTERS 12-42

NFPA 96

4. EXISTING FACILITIES:

A. EXISTING FACILITY DEFICIENCY UPGRADE: FACILITIES AS THEY EXIST PRIOR TO PROJECT, MUST MEET NFPA 101 FOR EXISTING

OCCUPANCY. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED IN EVERY

EXISTING BUSINESS OCCUPANCY PER NFPA 101. ADDITIONAL FIRE EXTINGUISHERS

REQUIRED NEAR THE OFFICE/CLASSROOM AREAS TO SATISFY THIS REQUIREMENT.

UFC 3-600-01: 34-1.1

NFPA 101: CHAPTERS 12-42

B. WORK IN EXISTING FACILITIES:

UFC 3-600-01: 34-1.2.1

NFPA 101, CHAPTER 43, REPAIR N/A

NFPA 101, CHAPTER 43, RENOVATION N/A

NFPA 101, CHAPTER 43, MODIFICATION A DOOR WILL BE ADDED BETWEEN THE EXISTING BUILDING AND THE ADDITION. THE

AREA OF THE MODIFICATION IS NEGLIGIBLE. ALSO, THERE WILL BE RECONFIGURATION

OF SEVERAL SPACES WITHIN THE EXISTING BUILDING TO SUPPORT CHANGES IN

REQUIREMENTS FOR THE BUILDING, LIKE REMOVAL OF CLASSROOMS AND REPLACING

WITH OFFICE SPACES.

NFPA 101, CHAPTER 43, RECONSTRUCTION N/A

UFC 3-600-01: 34-1.2.8 THE AREA OF THE MODIFICATION (ADDITION OF DOUBLE DOOR) IS NEGLIBILE IN AREA.

HOWEVER, THE AREAS OF MODIFICATION TO SUPPORT CHANGES IN REQUIREMENTS

OF THE BUILDING HAVE NOT COMPLETELY DETERMINED AT THIS TIME. AS DESIGN

PROGRESSES, THE TEAM WILL REVIEW AND CONFIRM THAT THE RECONFIGURATION

DOES NOT EXCEED 50 PERCENT OF THE EXISTING BUILDING FLOOR AREA, TO AS NOT

REQUIRE BRINGING THE ENTIRE FLOOR UP TO THE REQUIREMENTS OF UFC 3-600-01

AND NFPA 101.

UFC 3-600-01:34-1.2.9 N/A

NFPA 101, CHAPTER 43, ADDITION THE NEW ADDITION SHALL BE SPRINKLERED THROUGHOUT AS REQUIRED BY UFC

3-600-01 SECTION 9-7.2.4.

C. CHANGE IN USE CATEGORY: N/A

UFC 3-600-01:34-1.3

D. VACANT BLDG. CATEGORY: N/A

UFC 3-600-01:34-1.4

E. PHASED PROJECTS: N/A

UFC 3-600-01:34-2

F. COOKING AREAS: N/A

UFC 3-600-01:34-3

G. ELECTRONIC EQUIPMENT AREAS: N/A

UFC 3-600-01:34-5

H. AUTOMATIC SPRINKLER SYSTEMS: EXISTING BUILDING AND ADDITION SHALL BE SPRINKLERED THROUGHOUT PER UFC

3-600-01 SECTIONS 9-7.2.4 AND 9-7.2.1.1.

UFC 3-600-01: 34-1.2.6 & 9-7.2

I. FIRE ALARM SYSTEM: THE EXISTING BUILDING UTILIZES A FIRE ALARM MASS NOTIFICATION SYSTEM

(FA/MNS) THROUGHOUT. THE EXISTING SYSTEM SHALL BE EXTENDED TO THE

ADDITION. FA/MNS DEVICES SHALL BE PROVIDED IN THE ADDITION AS REQUIRED BY

UFC 3-600-01, UFC 4-010-01, AND NFPA 72. SIMULATOR CAB WILL HAVE ITS OWN FIRE

DETECTION AND FIRE ALARM SYSTEM. THE FIRE ALARM SYSTEM WILL PROVIDE TWO

DRY CONTACTS SHALL BE PROVIDED TO THE FACILITY FIRE ALARM SYSTEM FOR THE

BOWST TRAINER. FOR THE OFT SYSTEM, THE FIRE ALARM SYSTEM WILL PROVIDE

PROVISIONS FOR INTERFACING THE OFT FIRE DETECTION SYSTEM WITH THE FACILITY

SYSTEM, LIKE PROVIDING ON SIX CONDUCTOR (THREE TWISTED PAIRS) SIGNAL CABLE

TO THE SIMULATOR FIRE SUPPRESSION INTERFACE PANEL.

UFC 3-600-01:34-1.2.8 & 9-18

5. MASS NOTIFICATION:

UFC 4-021-01 THE EXISTING BUILDING UTILIZES A FIRE ALARM MASS NOTIFICATION SYSTEM

(FA/MNS) THROUGHOUT. THE EXISTING SYSTEM SHALL BE EXTENDED TO THE

ADDITION. FA/MNS DEVICES SHALL BE PROVIDED IN THE ADDITION AS REQUIRED BY

UFC 3-600-01, UFC 4-010-01, AND NFPA 72. SIMULATOR CAB WILL HAVE ITS OWN FIRE

DETECTION AND FIRE ALARM SYSTEM.

ADDITIONAL FLOOR PLAN MODIFICATIONS WILL BE PERFORMED THROUGHOUT THE

EXISTING BUILDING, AND THE FA/MNS WILL BE MODIFIED AS NECESSARY TO SUPPORT

THE NEW BUILDING LAYOUT.

ECB 2018-17

6. ACCESSIBILITY REQUIREMENTS:

ABA CHAPTERS 1-10 THE FIRE ALARM SYSTEM SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND

VISIBLE ALARMS COMPLYING WITH NFPA 72, EXCEPT THAT THE MAXIMUM ALLOWABLE

SOUND LEVEL OF AUDIBLE NOTIFICATION APPLIANCES SHALL NOT HAVE A SOUND

LEVEL EXCEEDING 110 DB AT THE MINIMUM HEARING DISTANCE FROM THE AUDIBLE

APPLIANCE.

LIFE SAFETY SYMBOLS

ACTUAL EGRESS CAPACITY

NOTE: NOT ALL SYMBOLS MAY BE USED

DESCRIPTIONSYMBOL COMMENTS

EGRESS CAPACITY

THROUGH DOORWAY

TRAVEL DISTANCE

EGRESS DOORS @ WIDTH

(IN.)

EGRESS CAPACITY

(OCCUPANTS)

X @ XX

XXX

XX = XX'-X" TD = TRAVEL DISTANCE

CT = COMMON PATH OF

TRAVEL

DE = DEAD END

PORTABLE FIRE

EXTINGUISHER

BASIC SHAPE, SEE FIRE

EXTINGUISHER

REQUIREMENTS BELOW

END OF COMMON PATH

EXIT SIGN - SHADING

INDICATES FACE, ARROW

INDICATES DIRECTION

XXX'-X' HOSE PATH AND LENGTH

FROM HYDRANT TO END OF

LINE

START OF COMMON PATH

2-HOUR FIRE-RATED WALL

FIRE EXTINGUISHER REQUIREMENTS

UNIT SIZE

(POUNDS)

RATING COVERAGE AREA BASED ON

OCCUPANT HAZARD

NUMBER OF UNITS

REQUIRED

NUMBER OF UNITS

PROVIDED

MAXIMUM TRAVEL

DISTANCE

75 FEET5 BASE BID

6 OPTION 1

UNIT SIZE

(POUNDS)

3,000 ORDINARY

6,000 LIGHT

2A:10B:C5

BOWMAN

E-81028

JOHN

PHILIP

OFO

E R

E I

R E

P R

S F

I O N A L

US Army Corps of Engineers ®

SHEET ID

U S

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L O

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WWWW

W W

WWWWWWWWWWWWW

W W

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GGGGGGGGGGGGGGG

G G

S D

T T

T T T T T T T T T T T T T T

T T T T T T

KRUG AVENUE

K B

G E

D R

H U

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E E T

H Y D

H Y D H

H Y

W V

FH-706 (FLOW HYDRANT) FH-704 (GAUGE HYDRANT)

BOWMAN

E-81028

JOHN

PHILIP

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US Army Corps of Engineers ®

SHEET ID

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SCALE: 1" = 30'-0"

SITE PLAN - LIFE SAFETY

GENERAL SHEET NOTES

1. REFER TO SHEET GI003 FOR LIFE SAFETY SYMBOLS.

2. THERE IS NO WATER STORAGE TANK OR HAZARDOUS

MATERIAL SPILL CONTAINER TANKS TO BE PROVIDED ON THIS

PROJECT.

3. BACKFLOW PREVENTER ASSEMBLY IS LOCATED WITHIN THE

EXISTING BUILDING.

4. THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF

THE CONSTRUCTION CONTRACT AND ALL INFORMATION

CONTAINED HERE IS LOCATED ON THE CONSTRUCTION

DOCUMENTS.

SHEET KEYNOTES

1. LOCATION OF FIRE HYDRANT.

2. FIRE DEPARTMENT ACCESS WAYS TO THE BUILDING.

3. EXISTING FIRE PROTECTION SERVICE FOR THE BUILDING TO

REMAIN UNDER BASE BID. FOR OPTION 1, THIS LINE WILL BE

CAPPED AND SEALED.

4. EXISTING POST INDICATOR VALVE TO REMAIN FOR BASE BID.

FOR OPTION 1, POST INDICATOR VALVE TO BE REMOVED

UPON COMPLETION OF WORK.

5. EXISTING LOCATION OF FIRE DEPARTMENT CONNECTION AND

BACKFLOW PREVENTER FORWARD TEST CONNECTION.

REFER TO FIRE SUPPRESSION DRAWINGS.

6. FIRE DEPARTMENT MAIN ACCESS TO THE BUILDING.

7. LOCATION OF FIRE ALARM/MASS NOTIFICATION CONTROL

UNIT, REFER TO FIRE ALARM DRAWINGS FOR ADDITIONAL

INFORMATION.

8. HOSE LENGTH = 262'-2".

9. HOSE LENGTH = 216'-9".

10. HOSE LENGTH = 265'-1".

11. EXIT DISCHARGE TO PUBLIC WAY (> 10' WIDE).

12. FOR OPTION 1, NEW WATER SERVICE LINE WITH NEW POST

INDICATOR VALVE.

13. NEW FIRE PUMP BUILDING AS PART OF OPTION 1. REFER TO

FX401 DRAWING FOR WORK ASSOCIATED WITH BUILDING AND

FIRE SUPPRESSION SYSTEM WORK IN THIS AREA, AND REFER

TO FA101 FOR FIRE ALARM WORK IN THIS AREA.

0 15' 30' 60'

PLAN NORTH

2Q R

Pl an s-

AIM

S S

M M

M F

F M

C U

LOC

R T

S R

T S

R T

M M

NAC

D C

WF T

AIM AIM

AIM

JPC FPC

1 2 3 4 5 6 7 8 9 10 11 12 13

A B

E F

0.A

1.A

B.5

C.8

3.1 3.9 4.8

4.9

SITE MANAGER

STORAGE

CBT

BREAK AREA

MEN

WOMEN

JAN

VEST.

BRIEFING ROOM

103A

OFFICE

BRIEFING ROOM

104A

BRIEFING ROOM

104B

DEBRIEFING

ROOM

103B

OFT LEAD

BOWST LEAD

INSTRUCTORS

SUITE

SUPPLY AND

MAINTENANCE

MILITARY

LIAISON OFFICE

MECHANICAL

ROOM

110B

CORRIDOR

HYD. ROOM

COM. ROOM A

109A

COM. ROOM B

109B

ELEC

COMPUTER

ROOM

CORRIDOR

MECHANICAL

ROOM

110A

SIMULATOR HIGH

BAY

MAINTENANCE

OFFICE

COMPUTER

ROOM

MECH.

BOWST BAY

STORAGE

CP = 60'-1"

CP = 36'-3"

TD = 80'-10"

T D

CP = 32'-4"

TD = 49'-5"

CP = 23'-3"

TD = 79'-0"

1 @ 32

0 1

1 @ 32

VESTIBULE

103C

CP = 43'-7"

TD = 121'-8"

BOWMAN

E-81028

JOHN

PHILIP

OFO

E R

E I

R E

P R

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I O N A L

US Army Corps of Engineers ®

SHEET ID

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S O

F E

N G

E R

D R

A W

N B

D E

N E

D B

S U

B M

E D

B Y

C H

E C

K E

D B

A N

S I D

U E

D A

T E

C O

N T

R A

C T

N O

S O

N N

3 5 7 9 11 13 15 17 19

D A

T E

M A

R K

D E

S C

F ile

P a th

P lo t D a te

2 4 6 8 10 12 14 16 18 20

06/26/24

A u to d e s k D o c s

/N F

A R

S B

O W

S T

A d d it io n /N

F A

R S

B O

W S

T A

D D v

F E

T .r v t

GI101

S T

F L O

O R

P L A

E S

A F

E T

B O

W S

T A

D D

N A

N D

R E

N O

V A

N S

T O

B -3

L O

L E

T R

R M

A R

L U

T H

E R

G J R

L A

C E

L O

L E

K Y

-2

P B

O W

M A

P B

O W

M A

B J O

H N

S O

J U

N E

C E

R T

D F

G A

R A

F A

L L S

R E

S E

R V

E S

T A

N N

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

FIRST FLOOR PLAN - LIFE SAFETY

GENERAL SHEET NOTES

1. REFER TO GI003 FOR LIFE SAFETY SYMBOLS.

2. THIS DRAWING IS FOR REFERENCE ONLY. IT IS NOT PART OF THE

CONSTRUCTION CONTRACT AND ALL INFORMATION CONTAINED HERE IS

LOCATED ON THE CONSTRUCTION DOCUMENTS.

SHEET KEYNOTES

1. DISTANCE BETWEEN HANDRAILS ON STAIRS IS 3'-0". CALCULATIONS FOR

EGRESS FROM BOWST OPERATING ROOM TO BE CALCULATED AT 2'-11", AND

EGRESS CAPACITY FOR STAIRWELL IS 116 OCCUPANTS.

2. END OF COMMON PATH FOR DEBRIEFING ROOMS.

3. END OF COMMON PATH FOR CONTROL ROOM ON TOP OF BOWST UNIT.

4. EXISTING FIRE EXTINGUISHER.

5. PUMP BUILDING PART OF OPTION 1.

PLAN NORTH

0 4' 8' 16'

2Q R

Pl an s-

FLIGHT

SIMULATOR

BUILDING

EDGE OF PAVEMENT

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW OHW

OHW

OHW OHW OHW OHW OHW OHW

EDGE OF PAVEMENT

CONCRETE

PARKING

AREA

CONCRETE W

ALK

CONC. WALK

CURB

CONC.

PAD

FF:595.98

FF:595.95

FF:595.93

12" SPRUCE

24" MAPLE

1 STORY

BUILDING

CONC.

PAD

CONC.

PAD

D.I.

RIM:594.08

SUMP:590.75

D.I.

RIM:592.26

INV W:589.30±

SUMP:588.91

CONC.

PAD

BIKE

RACK

STANDPIPE

CENTERLINE

SIGN

RIM:594.13

SUMP:588.13

SIGN

BIKE

RACK

SAN. M.H.

RIM:592.85

SURCHARGED

C.B.

RIM:592.13

SUMP:589.11

D.I. RIM:591.80

INV N= 589.15±

INV E= 589.10±

INV SW= 589.00±

SUMP= 588.7±

C.B.

RIM:592.04

SUMP:588.22

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

UTILITY BOX

(ABANDONED)

BRICK

ENCLOSURE

C.B.

RIM:592.94

SUMP:586.44

D.I.

RIM:593.55

SUMP:590.05

OS 1-1

OS 2-1

OS 1-2

OS 5-1

EX CB 1-3

RIM:590.25

INV NE:587.75± ASPHALT

OS 4-1

LIN

" R

LIN

E 1

LIN

E 1

" H

B-5

B-3

B-2

B-1

B-4

CONC. PAD

ONLY

CARPOOL

VANPOOL ONLY

CARPOOL

VANPOOL

ONLY

FEV/LEV ONLY

FEV/LEV

HULBY STREET

LIN

LINE 2

12" RCP

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\A C

4G S1

W G

P M

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 40'20'10'

GENERAL SHEET NOTES

LEGEND

1. SEE SHEET GS102 FOR EXISTING SITE PHOTOS

1 PHOTO LABEL, LOCATION AND ORIENTATION

SCALE: 1"=20'

SITE PHOTOGRAPH LOCATION PLANA1

M .B

M .G

P H

G R

GS101

2Q R

Pl an s-swhite3 Snapshot

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\A C

4G S1

W G

P M

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

GENERAL SHEET NOTES

1. SEE SHEET GS101 FOR EXISTING SITE PHOTO LOCATIONS.

1 2 3 4

5 6 7 8

SCALE: 1"=20'

SITE PHOTOGRAPHS PLANA1

M .B

M .G

P H

G R

GS102

2Q R

Pl an s-

BUILDING

EDGE OF PAVEMENT

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW

OHW OHW OHW OHW OHW OHW

EDGE OF PAVEMENT

CONCRETE

PARKING

AREA

CURB

CONC.

PAD

FF:595.98

FF:595.95

FF:595.93

12" SPRUCE

24" MAPLE

1 STORY

BUILDING

CONC.

PAD

CONC.

PAD

D.I.

RIM:594.08

SUMP:590.75

D.I.

RIM:592.26

INV W:589.30±

SUMP:588.91

CONC.

PAD

BIKE

RACK

STANDPIPE

CENTERLINE

SIGN

RIM:594.13

SUMP:588.13

SIGN

SAN. M.H.

RIM:592.85

SURCHARGED

C.B.

RIM:592.13

SUMP:589.11

D.I. RIM:591.80

INV N= 589.15±

INV E= 589.10±

INV SW= 589.00±

SUMP= 588.7±

C.B.

RIM:592.04

SUMP:588.22

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

UTILITY BOX

(ABANDONED)

BRICK

ENCLOSURE

C.B.

RIM:592.94

SUMP:586.44

D.I.

RIM:593.55

SUMP:590.05

B-5

B-3

B-2

B-1

B-4

CONC. PAD

HULBY STREET

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

OS 1-1

OS 2-1

OS 1-2

OS 5-1

EX CB 1-3

ASPHALT

OS 4-1

LIN

" R

VANPOOL

CARPOOL

ONLY

FEV/LEV

ONLY

FEV/LEV

ONLY

VANPOOL

CARPOOL

ONLY

FF:596.0

CB 1-2

CB 1-1

N:1135334.79 E:1053628.21

N:1135265.63 E:1053803.96

N:1135229.33 E:1053828.49

N:1135218.02 E:1053838.88

N:1135207.63 E:1053827.57

N:1135228.87 E:1053808.05

N:1135216.24 E:1053804.13

N:1135182.31 E:1053804.24

N:1135182.31 E:1053839.00

N:1135167.13 E:1053882.03

N:1135151.77 E:1053882.03

N:1135151.77 E:1053866.68

N:1135163.76 E:1053853.56

N:1135163.82 E:1053820.24

N:1135166.47 E:1053820.24

N:1135166.40 E:1053765.54

N:1135130.45 E:1053765.55

N:1135130.44 E:1053685.60

N:1135081.57 E:1053768.62

N:1135081.71 E:1053815.42

N:1135029.82 E:1053768.64

N:1135028.06 E:1053685.84

N:1135028.06 E:1053652.70

N:1135036.83 E:1053652.70

N:1135036.83 E:1053618.56

N:1135052.19 E:1053618.56

N:1135052.19 E:1053642.70

N:1135098.40 E:1053642.70

N:1135114.24 E:1053628.21

LOW

LOW LOW

LOW

LOW LOW LOW LOW

W LOW LOW

LOW

LOWLOW LOW

LOW LOW

LOW LO

LOW

LOW LOW LOW LOW

LOW

LOWLOWLOW

LOW

LOW LOW LOW

LOW

LOWLOW LOW LOW

LOW LOW LOW

LOW

LOW LOW LOW LOW

N:1135334.84 E:1053636.94

N:1135329.03 E:1053699.15

N:1135299.31 E:1053768.51

N:1135278.27 E:1053791.73

N:1135310.31 E:1053751.83

N:1135319.03 E:1053733.85

OS 4-1

0+36

0+45

0+00

N:1135060.35 E:1053815.47

N:1135060.39 E:1053846.00

N:1135029.83 E:1053845.99

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\A C

4G S1

W G

P M

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 40'20'10'

GENERAL SHEET NOTES

LEGEND

1. SEE SHEETS CS102 AND CS103 FOR HORIZONTAL CONTROL AND DIMENSIONS.

2. SEE SHEETS CG500-CG504 FOR SITE DETAILS.

3. CONTRACTOR MUST COMPLY WITH CURRENT GENERAL PERMIT AT THE TIME OF CONSTRUCTION.

CONTRACTOR WORK LIMIT PLANLOW

SCALE: 1"=20'

CONTRACTOR WORK LIMITSA1

M .B

M .G

C O

R W

O R

GS103

2Q R

Pl an s-

BUILDING

EDGE OF PAVEMENT

KRUG AVENUE

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

OHW OHW

EDGE OF PAVEMENT

CONCRETE

PARKING

AREA

CURB

CONC.

PAD

FF:595.98

FF:595.95

FF:595.93

12" SPRUCE

24" MAPLE

D.I.

RIM:594.08

SUMP:590.75

D.I.

RIM:592.26

INV W:589.30±

SUMP:588.91

CONC.

PAD

BIKE

RACK

SIGN

SAN. M.H.

RIM:592.85

SURCHARGED

C.B.

RIM:592.13

SUMP:589.11

D.I. RIM:591.80

INV N= 589.15±

INV E= 589.10±

INV SW= 589.00±

SUMP= 588.7±

C.B.

RIM:592.04

SUMP:588.22

CONTROL POINT

P.K.

ELV:592.03

N:1135034.87 E:1053661.23

OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW OHW

UTILITY BOX

(ABANDONED)

BRICK

ENCLOSURE

D.I.

RIM:593.55

SUMP:590.05

B-5

B-3

B-2

B-1

B-4

CONC. PAD

HULBY STREET

CONTROL POINT

P.K.

ELV:592.48

N:1135009.28 E:1053857.17

OS 1-1

OS 2-1

OS 1-2

OS 5-1

EX CB 1-3

OS 4-1

LIN

" R

VANPOOL

CARPOOL

ONLY

FEV/LEV

ONLY

FEV/LEV

ONLY

VANPOOL

CARPOOL

ONLY

FF:596.0

LOW

LOWLOW LOW

LOW LOW

LOW

LOW LOW LOW LOW

LOW

LOWLOW

LOW

LOW LOW LOW

LOW

LOWLOW LOW LOW

LOW LOW LOW

LOW

LOW LOW LOW LOW

OS 4-1

0+36

LOW

LOW LOW

LOW

LOW LOW LOW LOW

W LOW LOW

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

S, N

N Y

D D

N T

O B

N :\U

O \P

R O

\A C

4G C

D W

G 1:

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

L U

G , J

R . P

-2

U N

0 40'20'10'

GENERAL SHEET NOTES

LEGEND

1. TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES

SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH NEW YORK STATE

STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL.

2. THE CONTRACTOR SHALL IMPLEMENT EROSION CONTROL MEASURES TO

PREVENT SEDIMENT AND MATERIAL TRANSPORT OUTSIDE THE CONTRACTOR

LAYDOWN AREA (ON THE SOUTH SIDE OF KRUG AVENUE).

3. THE CONTRACTOR SHALL INSTALL A CONCRETE WASHOUT FACILITY AT A

LOCATION AS DIRECTED BY THE CONTRACTING OFFICER REPRESENTATIVE AND

IN ACCORDANCE WITH THE EROSION CONTROL DETAILS.

4. SEE SHEET GC501 FOR EROSION CONTROL DETAILS.

5. THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER SEVEN (7) DAYS

BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY,AND SHALL BE REQUIRED

TO HOLD A PRE- CONSTRUCTION MEETING BETWEEN PROJECT

REPRESENTATIVES AND A REPRESENTATIVE OF THE CONTRACTING OFFICER.

6. THE CONTRACTOR MUST NOTIFY THE CONTRACTING OFFICER IN WRITING AND BY

TELEPHONE AT THE FOLLOWING POINTS:

6.A. THE REQUIRED PRE- CONSTRUCTION MEETING.

6.B. FOLLOWING INSTALLATION OF SEDIMENT CONTROL MEASURES.

6.C. DURING THE INSTALLATION OF BIORETENTION BASIN.

6.D. PRIOR TO REMOVAL OR MODIFICATION OF ANY SEDIMENT CONTROL

STRUCTURE

6.E. PRIOR TO REMOVAL OF ALL SEDIMENT CONTROL DEVICES.

6.F. PRIOR TO FINAL ACCEPTANCE.

7. THE CONTRACTOR SHALL CONSTRUCT ALL EROSION AND SEDIMENT CONTROL

MEASURES PER THE APPROVED SWPPP AND, SHALL HAVE THEM INSPECTED AND

APPROVED BY THE CONTRACTING OFFICER PRIOR TO BEGINNING ANY OTHER

LAND DISTURBANCES. MINOR SEDIMENT CONTROL DEVICE LOCATION

ADJUSTMENTS MAY BE MADE IN THE FIELD WITH THE APPROVAL OF THE

CONTRACTING OFFICER. THE CONTRACTOR SHALL ENSURE THAT ALL RUNOFF

FROM DISTURBED AREAS IS DIRECTED TO THE SEDIMENT CONTROL MEASURE

WITHOUT PRIOR PERMISSION FROM THE CONTRACTING OFFICER. THE

CONTRACTOR MUST OBTAIN PRIOR APPROVAL FOR CHANGES TO THE SEDIMENT

CONTROL PLAN.

8. THE CONTRACTOR SHALL PROTECT ALL POINTS OF CONSTRUCTION INGRESS

AND EGRESS TO PREVENT THE DEPOSITION OF MATERIALS ONTO AREA

ROADWAYS. ALL MATERIALS DEPOSITED ONTO AREA ROADWAYS SHALL BE

REMOVED IMMEDIATELY.

9. THE CONTRACTOR SHALL INSPECT DAILY AND MAINTAIN CONTINUOUSLY IN AN

EFFECTIVE OPERATING CONDITION ALL EROSION AND SEDIMENT CONTROL

MEASURES UNTIL SUCH TIMES AS THEY ARE REMOVED WITH PRIOR PERMISSION

FROM THE CONTRACTING OFFICER.

10. THE CONTRACTOR SHALL APPLY SOD OR HYDROSEED, OR OTHER APPROVED

STABILIZATION MEASURES TO ALL DISTURBED AREAS AND STOCKPILES

IMMEDIATELY AFTER STRIPPING AND GRADING ACTIVITIES HAVE CEASED IN THE

AREA. MAINTENANCE SHALL BE PERFORMED AS NECESSARY TO ENSURE

CONTINUED STABILIZATION.

11. PERMANENT SWALES OR OTHER POINTS OF CONCENTRATED WATER FLOW

SHALL BE STABILIZED WITH SOD, OR SEED WITH AN APPROVED EROSION

CONTROL MATTING, RIPRAP OR BY OTHER APPROVED STABILIZATION MEASURES.

12. TEMPORARY SEDIMENT CONTROL DEVICES MAY BE REMOVED, WITH PERMISSION

OF THE CONTRACTING OFFICER, WITHIN THIRTY (30) CALENDAR DAYS FOLLOWING

ESTABLISHMENT OF PERMANENT STABILIZATION IN ALL CONTRIBUTARY

DRAINAGE AREAS.

13. FOR FINISHED GRADING, THE CONTRACTOR SHALL PROVIDE ADEQUATE

GRADIENTS SO AS TO: PREVENT WATER FROM STANDING ON THE SURFACE MORE

THAN TWENTY FOUR (24) HOURS AFTER THE END OF A RAINFALL EXCEPT IN

DESIGNATED DRAINAGE COURSES AND SWALE FLOW AREAS WHICH MAY DRAIN

AS LONG AS FORTY-EIGHT (48) HOURS AFTER THE END OF A RAINFALL, AREAS

DESIGNED TO HAVE STANDING WATER SHALL NOT BE REQUIRED TO MEET THIS

REQUIREMENT.

14. TEMPORARY EROSION CONTROL MEASURES SHALL BE INSTALLED IN

ACCORDANCE WITH PROJECT PLANS. IN ADDITION, SIMILAR MEASURES SHALL BE

INSTALLED WHERE AND WHEN FIELD CONDITIONS, OR FIELD OPERATIONS OF THE

INDIVIDUAL SITE CONTRACTOR MAY WARRANT. ALL TEMPORARY EROSION

CONTROL MEASURES USED SHALL BE PERIODICALLY INSPECTED, CLEANED,

MAINTAINED AND OTHERWISE KEPT IN AN EFFECTIVE OPERATIONAL MANNER

THROUGHOUT THE CONSTRUCTION PERIOD AND UNTIL THE NOTICE OF

TERMINATION HAS BEEN FILED.

15. ALL SEDIMENT AND EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE

WITH THE SWPPP PLAN.

16. CONTRACTOR MUST UTILIZE EXISTING RAIN GARDEN AS SEDIMENT TRAP UNTIL

95% STABILIZATION OF THE SITE IS MET.

INLET PROTECTION

TEMPORARY

CULVERT

LIMIT OF WORKLOW

1. SILT FENCE. SEE DETAIL J4, SHEET GC501.

2. SOIL STOCKPILE. SEE DETAIL D17, GC501.

3. CONCRETE WASHOUT. SEE DETAIL D10, SHEET GC501.

4. CONSTRUCTION ENTRANCE. SEE DETAIL H10, SHEET GC501.

5. TEMPORARY 12" CORRUGATED HDPE PIPE.

6. INLET PROTECTION. SEE DETAIL H14, GC501.

7. TEMPORARY CONTRACTOR LAYDOWN AREA ACROSS KRUG

AVENUE. SEE SHEET V-101.

SHEET KEY NOTES

SILT FENCE

SOIL STOCKPILE// // // // //

SCALE: 1"=20'

EROSION CONTROL PLANA1

M .B

M .G

N C

O N

GC101

2Q R

Pl an s-

A B

NOTES:

1. SILT FENCE HEIGHT TO BE 1'-8" MIN ABOVE GROUND, CONSTRUCTED OF FABRIC WITH

MINIMUM TENSILE STRENGTH OF 136LBS.

2. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR

STAPLES. POSTS SHALL BE STEEL "T" OR "U" TYPE OR HARDWOOD.

3. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED

EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE. SILT FENCE TO

HAVE FACTORY ATTACHED FENCE POSTS.

4. REFER TO DRAWING FOR LOCATION OF SILT FENCE.

5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN

"BULGES" DEVELOP IN THE SILT FENCE.

6" 6" 1'-

8" M

1'-

4" M

FENCE POST 10'

MAX ON CENTER

1'- 4"

DIG 6" WIDE AND 6"

DEEP TRENCH, BURY

BOTTOM

OF FABRIC, TAMP IN

PLACE

WOVEN WIRE FENCE

(MIN 14 GA W/MAX 6"

MESH SPACING ) WITH

FILTER CLOTH

SEDIMENT

CONTROL FABRIC

(2'-4" WIDE)

POST B

POST A

INSTALLATION SEQUENCE:

1. DIG A 6" X 6" TRENCH ALONG SILT FENCE LOCATIONS SHOWN.

2. UNROLL SILT FENCE POSITIONING THE POSTS ON THE DOWNSTREAM

SIDE.

3. DRIVE POSTS INTO THE GROUND AS SHOWN ON FIGURE 1.

4. LAY THE BOTTOM 12" OF FABRIC FLAP IN THE BOTTOM OF THE TRENCH,

BACKFILL AND COMPACT.

5. ADJACENT SECTIONS OF THE SILT FENCE ARE JOINED AS SHOWN IN

FIGURE 3. A COUPLER CAN BE USED TO SECURE ADJACENT POSTS AS

SHOWN IN FIGURE 2.

FIGURE 1

FIGURE 2

FIGURE 3UNDISTURBED

EARTH

FLOW

SILT FENCE HEIGHT TO BE 1'-8" MIN ABOVE GROUND, CONSTRUCTED OF FABRIC WITH

FENCE POST 10'

MAX ON CENTER

POST BPOST A

INSTALLATION SEQUENCE:

DIG A 6" X 6" TRENCH ALONG SILT FENCE LOCATIONS SHOWN.

FIGURE 3UNDISTURBED

' M

25' MIN

NOTES:

1. STONE SIZE - USE 1"-4" INCH STONE.

2. LENGTH - NOT LESS THAN 50 FEET UNLESS OTHERWISE INDICATED)

3. THICKNESS-NOT LESS THAN 6 INCHES.

4. WIDTH - 12 FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR

EGRESS OCCURS. 24 - FOOT IF SINGLE ENTRANCE TO SITE.

5. GEOTEXTILE -WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE.

6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION

ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE

BERM WITH 5:1 SLOPES WILL BE PERMITTED.

7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT

TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL SEDIMENT SPILLED,

DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY.

8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH

DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE.

9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.

CONSTRUCTION SPECIFICATIONS

1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85.

2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF JOINTS

ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE.

3. STAKE MATERIALS WILL BE STANDARD 2" X 4" WOOD OR EQUIVALENT.

METAL WITH A MINIMUM LENGTH OF 3 FEET.

4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A

MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED

WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT.

5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW AND BACKFILLED. IT

SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME.

6. A 2" X 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST OF THE

FABRIC FOR OVER FLOW STABILITY.

7. ALTERNATE USE OF SEDIMENT BAGS IN INLETS ARE ALLOWED UPON

APPROVAL FROM CONTRACTING OFFICER REPRESENTATIVE.

MAXIMUM DRAINAGE AREA 1 ACRE.

1'- 6"

STAKE

FABRIC

PLAN

SECTION A-A

A A

" M

SET PROTECTION FENCE BEYOND DRIP

LINE OF TREES/SHRUBS TO REMAIN

AREA WITHIN FENCE LINE

TO BE UNDISTURBED

2'- 6"

PROJECT WORK AREA

4x4 PRESSURE TREATED POSTS WITH 2x4 RAILS, POSTS SET AT 6' TO 8'

MAX ON CENTER

42" OR 48" HEIGHT SNOW FENCE

OR ORANGE CONSTRUCTION/

SAFETY PLASTIC FENCE SKIN

FROM APPROVED

MANUFACTURER/SUPPLIER. SET

TO MANUFACTURERS DIRECTIONS

TREE PROTECTION NOTES:

1. PROVIDE 2x4 PRESSURE TREATED ANGLE

BRACES INTO GROUND AT CORNERS AND

WHERE NEEDED TO STABILIZE AND PROTECT

FENCING

2. NO MATERIALS OR EQUIPMENT MAY BE

STORED OR PARKED WITHIN SITE AREAS

WITH TREE PROTECTION FENCING

POSTS DRIVEN INTO

STABLE GROUND

1 SLOPE OR LESS

INSTALLATION NOTES:

1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND

STABLE.

2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 1:2.

3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE

SURROUNDED WITH SILT FENCING, THEN STABILIZED WITH VEGETATION

OR COVERED.

MIN. SLOPEMIN. SLOPE

STABILIZE ENTIRE PILE WITH

VEGETATION OR COVER IF NOT

ACTIVELY BEING USED

6" OR 8" PUMP

DISCHARGE

NOTES:

1. WATER IS PUMPED TO THE FILTER BAG, FILTERED AND DISSIPATED

THROUGH THE BAG.

2. DISCHARGE FROM SEDIMENT FILTER BAG SHALL BE TO WELL

VEGETATED AREA AT LEAST 50 FEET FROM STREAM(S). NO

DISCHARGE SHALL BE MADE TO STREAMS OR WETLANDS.

3. FILTER BAG THAT MEETS THE SPECIFICATIONS (THIS SHEET, UNLESS

OTHERWISE NOTED).

SEDIMENT

FILTER BAG

NON-EROSIVE SURFACE

(OR VEGETATED AREA)

10' (MIN.)

PUMP

PERFORATED

PIPE WRAPPED

IN FILTRATION

GEOTEXTILE

NO. 2

CRUSHED

STONE

SUMP PIT

GRADE

10'-0"

STAPLE

PLAN VIEW

INSPECTION & MAINTENANCE

1. INSPECT AND…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Apr 15, 2025.