W912QR24NFARS_Plans-0000.pdf
PDF 12 MB Posted
- Attached to
- Boom Operator Weapons System Trainer addition and building renovation at Niagara Falls Air Reserve Station
- Solicitation number
- W912QR-24-NFARS
About this file
This document is a Request for Proposals (RFP) for the Boom Operator Weapons System Trainer addition and building renovation at Niagara Falls Air Reserve Station. The solicitation is for the Northeast MATOC Pool only and references existing Indefinite Delivery/Indefinite Quantity Multiple Award Task Order Contracts for Design/Build and Design/Bid/Build Construction Services within the Northeast Region. The project will be managed by the Department of the Army Corps of Engineers, Engineering District Louisville. The RFP provides a high-level description of the required work, which involves an addition and renovation to an existing facility. No specific details on the required products or services, response due dates, award dates, pricing terms, or set-asides are included in the provided information.
View the file
Other files
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
BUILDING 321
PROJECT SITE
T U
S C
A R
O R
A R
D
KIRSCH DR
WAGNER DR
J O
H N
S O
N S
T
E N
T R
A N
C E
A V
E
K
IR
K B
R
ID
G E
D R W
E N
D T
D R
T H
O M
P S
O N
S T
M C
G U
IR
E
S T
L A
N G
L E
Y S
T
O L M
S T
E A
D S
T
BLEWETT AVE
UTZIG DR
HULBY ST
KRUG AVE
OTIS DR
LOCKPORT RD
R U
B
IN
W A
Y
GATE
KINROSS ST
W A
L M
O R
E R
D
G A
T E
G A
T E
G A
T E
NIAGARA FALLS INTERNATIONAL AIRPORT
CONTRACTOR
TRAILER AND
LAYDOWN AREA
PASS AND
ID OFFICE
INBOUND
TRUCK
INSPECTIONS
MAIN ENTRY
AND EXIT POINT
HAUL ROUTE
NIAGARA FALLS
INTERNATIONAL AIRPORT
I-190
US 62
PORTER RD
PACKARD R
D
M
ILIT
A R
Y R
D
AIR RESERVE STATION
LOCKPORT RD
W A
L M
O R
E R
D
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
US Army Corps of Engineers ®
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
VOLUME:
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
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 /0
A
R C
H -N
F A
R S
B O
W S
T A
D D
R
.r v t
/2
/2
:3
:3
P
M
G-001
C O
V E
R S
H E
E T
B O
W S
T A
D D
IT
IO
N A
N D
R E
N O
V A
T
IO
N S
T O
B -3
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J R
P
L A
C E
L O
U
IS
V
IL
L E
K Y
-2
A L U
G
IN
B
IL
L
A M
O R
R
IS
O N
S D
U F
F Y
J U
N E
C E
R T
IF
IE
D F
IN
A
L
N
IA
G A
R A
F A
L L S
A
IR
R E
S E
R V
E S
T A
T
IO
N N
Y
P
LOUISVILLE DISTRICT
JUNE 26, 2024
BOWST ADDITION AND RENOVATIONS TO B-321
NIAGARA FALLS AIR RESERVE STATION, NY
P2#: 508014
CERTIFIED FINAL
N N
AREA MAP NFARS MAP
W
2Q R
N
FA
R
S_ Pl an s-
1 July 2024
W912QR24NFARS
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
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 /0
A
R C
H -N
F A
R S
B O
W S
T A
D D
R
.r v t
/2
/2
:3
:3
P
M
G-002
S H
E E
T I
N D
E X
B O
W S
T A
D D
IT
IO
N A
N D
R E
N O
V A
T
IO
N S
T O
B -3
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J R
P
L A
C E
L O
U
IS
V
IL
L E
K Y
-2
A L U
G
IN
B
IL
L
A M
O R
R
IS
O N
S D
U F
F Y
J U
N E
C E
R T
IF
IE
D F
IN
A
L
N
IA
G A
R A
F A
L L S
A
IR
R E
S E
R V
E S
T A
T
IO
N N
Y
P
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
SHEET INDEX
W
2Q R
N
FA
R
S_ Pl an s-
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
E-81028
JOHN
PHILIP
O
H
I
OFO
S
TA
ET
E R
E I
E
E
R E
N
G
ND
P R
SI
G
S F
E
S
E
O
R
T
I O N A L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
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
/2
/2
:2
:0
P
M
GI001
G E
N E
R A
L I
N F
O R
M A
T
IO
N
L
IF
E S
A F
E T
Y
B O
W S
T A
D D
IT
IO
N A
N D
R E
N O
V A
T
IO
N S
T O
B -3
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J R
P
L A
C E
L O
U
IS
V
IL
L E
K Y
-2
P B
O W
M A
N
P B
O W
M A
N
B J O
H N
S O
N
J U
N E
C E
R T
IF
IE
D F
IN
A
L
N
IA
G A
R A
F A
L L S
A
IR
R E
S E
R V
E S
T A
T
IO
N N
Y
P
W
2Q R
N
FA
R
S_ Pl an s-
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
O
H
I
OFO
S
TA
ET
E R
E I
E
E
R E
N
G
ND
P R
SI
G
S F
E
S
E
O
R
T
I O N A L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
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
/2
/2
:2
:0
P
M
GI002
G E
N E
R A
L I
N F
O R
M A
T
IO
N
L
IF
E S
A F
E T
Y
B O
W S
T A
D D
IT
IO
N A
N D
R E
N O
V A
T
IO
N S
T O
B -3
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J R
P
L A
C E
L O
U
IS
V
IL
L E
K Y
-2
P B
O W
M A
N
P B
O W
M A
N
B J O
H N
S O
N
J U
N E
C E
R T
IF
IE
D F
IN
A
L
N
IA
G A
R A
F A
L L S
A
IR
R E
S E
R V
E S
T A
T
IO
N N
Y
P
W
2Q R
N
FA
R
S_ 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
XX
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
O
H
I
OFO
S
TA
ET
E R
E I
E
E
R E
N
G
ND
P R
SI
G
S F
E
S
E
O
R
T
I O N A L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
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
/2
/2
:2
:0
P
M
GI003
G E
N E
R A
L I
N F
O R
M A
T
IO
N
L
IF
E S
A F
E T
Y
B O
W S
T A
D D
IT
IO
N A
N D
R E
N O
V A
T
IO
N S
T O
B -3
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J R
P
L A
C E
L O
U
IS
V
IL
L E
K Y
-2
P B
O W
M A
N
P B
O W
M A
N
B J O
H N
S O
N
J U
N E
C E
R T
IF
IE
D F
IN
A
L
N
IA
G A
R A
F A
L L S
A
IR
R E
S E
R V
E S
T A
T
IO
N N
Y
P
W
2Q R
N
FA
R
S_ Pl an s-
WW
W
W
W
W
W
W
W
W
W
W
W
W
WWWW
W W
WWWWWWWWWWWWW
W
W
W W
WWWWWW
F
IR
E F
IR
E
GGGGGGGGGGGGGGG
G G
G G
G G
G
G
S D
S D
S D
SD
SD
SD
S D
S D
S D
S D
S D
S D
TT
T T
T T
T T
T
T T T T T T T T T T T T T T
T
T T T T T T
T
T
T
T
T
T
T
TT
T
T
T
KRUG AVENUE
K
IR
K B
R
ID
G E
D R
IV
E
H U
LB
Y S
TR
E E T
H Y D
H Y D H
Y
D
H Y
D
H
YD
WV
WV
W V
WV
W V
WV
WV
WV
WV
CO
FH-706 (FLOW HYDRANT) FH-704 (GAUGE HYDRANT)
BOWMAN
E-81028
JOHN
PHILIP
O
H
I
OFO
S
TA
ET
E R
E I
E
E
R E
N
G
ND
P R
SI
G
S F
E
S
E
O
R
T
I O N A L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
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
/2
/2
:2
:1
P
M
GI100
S
IT
E P
L A
N
L
IF
E S
A F
E T
Y
B O
W S
T A
D D
IT
IO
N A
N D
R E
N O
V A
T
IO
N S
T O
B -3
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J R
P
L A
C E
L O
U
IS
V
IL
L E
K Y
-2
P B
O W
M A
N
P B
O W
M A
N
B J O
H N
S O
N
J U
N E
C E
R T
IF
IE
D F
IN
A
L
N
IA
G A
R A
F A
L L S
A
IR
R E
S E
R V
E S
T A
T
IO
N N
Y
P
SCALE: 1" = 30'-0"
A1
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
W
2Q R
N
FA
R
S_ Pl an s-
T
AIM
F
F
F
F
F
F
F
F
S
S
S
S S
S
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M
M M
M
M
M
M
M
M
M
M
M
M
M F
S
S
S
F M
C U
LOC
S
R T
S
R T
S R
T S
R T
S
S
S
R
R
R
R
M M
M
M M
NAC
F
F
MM
T
WF
T
D C
P
WF T
AIM AIM
T
AIM
T
T
T
T
TT
LT
F
JPC FPC
S
1 2 3 4 5 6 7 8 9 10 11 12 13
A B
C
D
E F
G
H
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
O
H
I
OFO
S
TA
ET
E R
E I
E
E
R E
N
G
ND
P R
SI
G
S F
E
S
E
O
R
T
I O N A L
US Army Corps of Engineers ®
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
T
E D
B Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
T E
C O
N T
R A
C T
N O
S O
L
IC
IT
A
T
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
F ile
P a th
P lo t D a te
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
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
/2
/2
:2
:1
P
M
GI101
F
IR
S T
F L O
O R
P L A
N
L
IF
E S
A F
E T
Y
B O
W S
T A
D D
IT
IO
N A
N D
R E
N O
V A
T
IO
N S
T O
B -3
L O
U
IS
V
IL
L E
D
IS
T R
IC
T
D
R M
A R
T
IN
L U
T H
E R
K
IN
G J R
P
L A
C E
L O
U
IS
V
IL
L E
K Y
-2
P B
O W
M A
N
P B
O W
M A
N
B J O
H N
S O
N
J U
N E
C E
R T
IF
IE
D F
IN
A
L
N
IA
G A
R A
F A
L L S
A
IR
R E
S E
R V
E S
T A
T
IO
N N
Y
P
SCALE: 1/8" = 1'-0"
A1
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'
W
2Q R
N
FA
R
S_ 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
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
EDGE OF PAVEMENT
EDGE OF PAVEMENT
BL
AC
KT
OP
D
RI
VE
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
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
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
E
" R
CP
LIN
E 1
LIN
E 1
" H
DP
E
" H
DP
E
B-5
B-3
B-2
B-1
B-4
CONC. PAD
CO
ONLY
CARPOOL
VANPOOL ONLY
CARPOOL
VANPOOL
ONLY
FEV/LEV ONLY
FEV/LEV
HULBY STREET
8"
HD
PE
LIN
E
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
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
AN
SI
D
N
IA
G
AR
A
FA
LL
S
AR
S, N
IA
G
AR
A
FA
LL
S
N Y
BO
W
ST
A
D D
IT
IO
N T
O B
PS
C
ER
TI
FI
ED
F
IN
AL
N :\U
S\
BU
FF
AL
O \P
R O
JE
C
TS
\5
\1
4\
D
IG
IT
AL
_D
ES
IG
N
\A C
AD
\S
H
EE
TS
\5
4G S1
.D
W G
:3
4:
P M
/2
1/
SW
H
IT
E3
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
0M
AR
TI
N
L U
TH
ER
K
IN
G , J
R . P
LA
C
E
LO
U
IS
VI
LL
E
KY
-2
J
U N
E
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
IS
IG
N
AN
I
S.
W
H
IT
E
M .G
AT
ES
SI
TE
P H
O
TO
G R
AP
H
S
LO
C
AT
IO
N
P
LA
N
GS101
W
2Q R
N
FA
R
S_ Pl an s-
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
AN
SI
D
N
IA
G
AR
A
FA
LL
S
AR
S, N
IA
G
AR
A
FA
LL
S
N Y
BO
W
ST
A
D D
IT
IO
N T
O B
PS
C
ER
TI
FI
ED
F
IN
AL
N :\U
S\
BU
FF
AL
O \P
R O
JE
C
TS
\5
\1
4\
D
IG
IT
AL
_D
ES
IG
N
\A C
AD
\S
H
EE
TS
\5
4G S1
.D
W G
:3
6:
P M
/2
1/
SW
H
IT
E3
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
0M
AR
TI
N
L U
TH
ER
K
IN
G , J
R . P
LA
C
E
LO
U
IS
VI
LL
E
KY
-2
J
U N
E
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
IS
IG
N
AN
I
S.
W
H
IT
E
M .G
AT
ES
SI
TE
P H
O
TO
G R
AP
H
S
GS102
W
2Q R
N
FA
R
S_ 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
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
EDGE OF PAVEMENT
EDGE OF PAVEMENT
BL
AC
KT
OP
D
RI
VE
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
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
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
CO
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
E
" R
CP
LI
N
E
UD
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
LO
W
LO
W
LO
W LOW LOW
LOW
LOW
LOW
LOW
LOW
LOWLOW LOW
LOW LOW
LO
W
LOW LO
W
LO
W
LO
W
LOW
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LOW LOW LOW LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOWLOWLOW
LOW
LOW LOW LOW
LOW
LOW
LOWLOW LOW LOW
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
CO
0+36
0+
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
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
AN
SI
D
N
IA
G
AR
A
FA
LL
S
AR
S, N
IA
G
AR
A
FA
LL
S
N Y
BO
W
ST
A
D D
IT
IO
N T
O B
PS
C
ER
TI
FI
ED
F
IN
AL
N :\U
S\
BU
FF
AL
O \P
R O
JE
C
TS
\5
\1
4\
D
IG
IT
AL
_D
ES
IG
N
\A C
AD
\S
H
EE
TS
\5
4G S1
.D
W G
:3
8:
P M
/2
1/
SW
H
IT
E3
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
0M
AR
TI
N
L U
TH
ER
K
IN
G , J
R . P
LA
C
E
LO
U
IS
VI
LL
E
KY
-2
J
U N
E
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
IS
IG
N
AN
I
S.
W
H
IT
E
M .G
AT
ES
C O
N
TR
AC
TO
R W
O R
K
LI
M
IT
S
GS103
W
2Q R
N
FA
R
S_ 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
OH
W
OH
W
OH
W
OHW OHW
OHW OHW
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
EDGE OF PAVEMENT
EDGE OF PAVEMENT
BL
AC
KT
OP
D
RI
VE
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
OH
W
OH
W
OH
W
OH
W
OH
W
OH
W
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
CO
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
E
" R
CP
LI
N
E
UD
VANPOOL
CARPOOL
ONLY
FEV/LEV
ONLY
FEV/LEV
ONLY
VANPOOL
CARPOOL
ONLY
FF:596.0
SF
SF
SF
SF
SF
SF
LOW
LOW
LOW
LOW
LOW
LOWLOW LOW
LOW LOW
LO
W
LOW
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LO
W
LOW LOW LOW LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOWLOW
LOW
LOW LOW LOW
LOW
LOW
LOWLOW LOW LOW
LOW LOW LOW
LOW
LOW
LOW
LOW LOW LOW LOW
OS 4-1
CO
0+36
0+
LOW
LOW LOW
LOW
LOW LOW LOW LOW
LO
W
LO
W
LO
W LOW LOW
SF
SF
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
AN
SI
D
N
IA
G
AR
A
FA
LL
S
AR
S, N
IA
G
AR
A
FA
LL
S
N Y
BO
W
ST
A
D D
IT
IO
N T
O B
PS
C
ER
TI
FI
ED
F
IN
AL
N :\U
S\
BU
FF
AL
O \P
R O
JE
C
TS
\5
\1
4\
D
IG
IT
AL
_D
ES
IG
N
\A C
AD
\S
H
EE
TS
\5
4G C
4.
D W
G 1:
:0
PM
/2
1/
SW
H
IT
E3
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
LO
U
IS
VI
LL
E
D
IS
TR
IC
T
0M
AR
TI
N
L U
TH
ER
K
IN
G , J
R . P
LA
C
E
LO
U
IS
VI
LL
E
KY
-2
J
U N
E
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
IS
IG
N
AN
I
S.
W
H
IT
E
M .G
AT
ES
ER
O
SI
O
N C
O N
TR
O
L
PL
AN
GC101
SF
W
2Q R
N
FA
R
S_ 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
IN
1'-
4" M
IN
FENCE POST 10'
MAX ON CENTER
1'- 4"
M
IN
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
IN
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.
EX
IS
TI
NG
P
AV
EM
EN
T
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"
MA
X
3'
MI
N
STAKE
FABRIC
1'
6"
PLAN
SECTION A-A
A A
" M
IN
6"
SET PROTECTION FENCE BEYOND DRIP
LINE OF TREES/SHRUBS TO REMAIN
AREA WITHIN FENCE LINE
TO BE UNDISTURBED
2'- 6"
4"
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
2"
PLAN VIEW
VA
R
IE
S
4"
INSPECTION & MAINTENANCE
1.
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 .