W912QR25BA017_Plans-0000.pdf

PDF 44 MB Posted Aug 4, 2025

Attached to: Construction of Rickenbacker Small Arms Range
Solicitation number: W912QR25BA017
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

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File	Type	Posted
Site Visit Rickenbacker_Small_Arms_Attendance_14AUG25.pdf	PDF	Sep 8, 2025
W912QR25BA017_GEOTech_FIO-0002.pdf	PDF	Sep 3, 2025
W912QR25BA017_Plans-0002.pdf	PDF	Sep 3, 2025
W912QR25BA017_Specs-0002.pdf	PDF	Sep 3, 2025
W912QR25BA0170001-0001..pdf	PDF	Sep 3, 2025
W912QR25BA017_Specs_Vol1-0000.pdf	PDF	Aug 4, 2025
W912QR25BA017_Specs_Vol2-0000.pdf	PDF	Aug 4, 2025
W912QR25BA017_Specs_Vol3-0000.pdf	PDF	Aug 4, 2025

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME: SHEET ID

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LOUISVILLE DISTRICT

RICKENBACKER INTERNATIONAL AIRPORT (ANG), OHIO

OHIO AIR NATIONAL GUARD

P2# 508679

ANG SMALL ARMS RANGE

CERTIFIED FINAL G-001

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MAY 23, 2025

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CIVIL STRUCTURAL ARCHITECTURAL / INTERIORS

FIRE PROTECTION PLUMBING / MECHANICAL ELECTRICAL

TELECOMMUNICATIONS /

LOW VOLTAGE

A / E PROFESSIONAL STAMPS

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Pl an s-

04 August 2025

W912QR25BA017

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FIRE PROTECTION

FA001 FIRE ALARM LEGEND AND NOTES 0 20250523

FA110 FIRE ALARM PLAN - COMPOSITE 0 20250523

FA600 FIRE ALARM / MASS NOTIFICATION SYSTEM RISER DIAGRAM 0 20250523

FA601 FIRE ALARM / MASS NOTIFICATION SYSTEM ACTION MATRIX 0 20250523

FA602 FIRE ALARM/ MASS NOTIFICATION SYSTEM AUDIBLE AND VISUAL MESSAGES 0 20250523

FIRE PROTECTION: 5

Grand total: 149

SHEET

NUMBER SHEET NAME REV DATE

ARCHITECTURAL

A-001 PROJECT RENDERINGS 0 20250523

A-002 PROJECT RENDERINGS 0 20250523

A-003 GENERAL PROJECT NOTES 0 20250523

A-004 ABBREVIATIONS 0 20250523

A-005 LEGENDS 0 20250523

A-006 LEGENDS 0 20250523

A-011 ACCESSIBILITY - FIRST FLOOR PLAN 0 20250523

A-012 ACCESSIBILTY - REQUIREMENTS 0 20250523

A-013 ACCESSIBILTY - REQUIREMENTS 0 20250523

A-021 AIR BARRIER - FIRST FLOOR PLAN 0 20250523

A-022 AIR BARRIER - BUILDING SECTIONS 0 20250523

A-023 AIR BARRIER - WALL SECTIONS 0 20250523

A-031 UL ASSEMBLIES - FIRST FLOOR PLAN 0 20250523

A-032 UL ASSEMBLIES - U905 0 20250523

A-033 UL ASSEMBLIES - U419 0 20250523

A-034 UL ASSEMBLIES - U419 0 20250523

A-035 UL ASSEMBLIES - U419 0 20250523

A-036 UL ASSEMBLIES - H505 0 20250523

A-041 DOWNSPOUTS AND GUTTER - ROOF PLAN 0 20250523

A-042 DOWNSPOUT AND GUTTER SIZING REPORTS 0 20250523

A-091 BUILDING AREA TABULATION - FIRST FLOOR PLAN 0 20250523

A-110 FIRST FLOOR PLAN - COMPOSITE 0 20250523

A-111 FIRST FLOOR PLAN - MCSATS 0 20250523

A-112 FIRST FLOOR PLAN - CATM 0 20250523

A-120 ROOF PLAN - COMPOSITE 0 20250523

A-121 ROOF PLAN - MCSATS 0 20250523

A-122 ROOF PLAN - CATM 0 20250523

A-201 BUILDING ELEVATIONS 0 20250523

A-301 BUILDING SECTIONS 0 20250523

A-311 WALL SECTIONS 0 20250523

A-312 WALL SECTIONS 0 20250523

A-313 WALL SECTIONS 0 20250523

A-314 WALL SECTIONS 0 20250523

A-401 110-WEAPONS MX PLANS AND ELEVATIONS 0 20250523

A-402 107-RSO PLANS AND ELEVATIONS 0 20250523

A-403 TOILET ROOMS PLANS AND ELEVATIONS 0 20250523

A-404 ENLARGED PLANS AND ELEVATIONS 0 20250523

A-501 DETAILS 0 20250523

A-502 DETAILS 0 20250523

A-503 DETAILS 0 20250523

A-504 DETAILS 0 20250523

A-505 DETAILS 0 20250523

A-506 DETAILS 0 20250523

A-507 DETAILS 0 20250523

A-508 DETAILS 0 20250523

A-601 PRECAST WALL TYPES 0 20250523

A-602 PRECAST WALL TYPES 0 20250523

A-603 PRECAST WALL TYPES 0 20250523

A-611 PARTITION TYPES 0 20250523

A-612 PARTITION TYPES 0 20250523

A-621 DOOR SCHEDULE 0 20250523

A-622 DOOR DETAILS 0 20250523

A-623 DOOR DETAILS 0 20250523

A-631 WINDOW SCHEDULE AND TYPES 0 20250523

A-632 EXTERIOR WINDOW DETAILS 0 20250523

A-633 INTERIOR WINDOW DETAILS 0 20250523

A-710 FIRST FLOOR REFLECTED CEILING PLAN 0 20250523

A-711 FIRST FLOOR REFLECTED CEILING PLAN - MCSATS 0 20250523

A-712 FIRST FLOOR REFLECTED CEILING PLAN - CATM 0 20250523

ARCHITECTURAL: 59

INTERIORS

I-111 FIRST FLOOR FINISH PLAN - SECTOR 1 0 20250523

I-112 FIRST FLOOR FINISH PLAN - SECTOR 2 0 20250523

I-151 FIRST FLOOR PATTERN PLAN - SECTOR 1 0 20250523

I-152 FIRST FLOOR PATTERN PLAN - SECTOR 2 0 20250523

I-400 ENLARGED PLANS & ELEVATIONS 0 20250523

I-401 ENLARGED PLANS & ELEVATIONS 0 20250523

IF111 FIRST FLOOR FURNITURE PLAN - SECTOR 1 0 20250523

IF112 FIRST FLOOR FURNITURE PLAN - SECTOR 2 0 20250523

IG111 FIRST FLOOR SIGNAGE PLAN - SECTOR 1 0 20250523

IG112 FIRST FLOOR SIGNAGE PLAN - SECTOR 2 0 20250523

IG531 SIGNAGE DETAILS 0 20250523

IG532 SIGNAGE DETAILS AND SCHEDULE 0 20250523

IN601 ROOM FINISH SCHEDULE AND MATERIALS & FINISH LEGEND 0 20250523

INTERIORS: 13

SHEET

NUMBER SHEET NAME REV DATE

GENERAL

G-001 COVER SHEET 0 20250523

G-002 INDEX OF DRAWINGS 0 20250523

G-003 INDEX OF DRAWINGS 0 20250523

GENERAL: 3

LIFE SAFETY

GI001 LIFE SAFETY CODE ANALYSIS 0 20250523

GI002 FPLS FORM 0 20250523

GI003 FPLS FORM CONT. 0 20250523

GI010 CODE COMPLIANCE SITE PLAN 0 20250523

GI110 LIFE SAFETY PLAN - COMPOSITE 0 20250523

LIFE SAFETY: 5

CIVIL

C-001 VICINITY MAP 0 20250515

C-002 GENERAL NOTES 0 20250515

C-003 CIVIL ABBREVIATIONS AND SYMBOLS 0 20250515

C-004 SITE PHOTOS 0 20250515

C-005 DESIGN CONCEPT PLAN 0 20250515

VF101 TOPOGRAPHIC SURVEY 0 20250515

C-101 DEMOLITION AND EROSION CONTROL 0 20250515

C-102 SITE PLAN 0 20250515

C-103 COORDINATE LAYOUT POINTS 0 20250515

C-104 GRADING AND STORM DRAINAGE PLAN 0 20250515

C-105 UTILITY PLAN 0 20250515

C-106 SANITARY SEWER PLAN AND PROFILE 0 20250515

CS151 COORDINATE TABLES 0 20250515

CP401 DRIVE LAYOUTS 0 20250515

BB-101 BORING LOCATION MAP 0 20250515

BB-102 BORING SPECIFICATIONS 0 20250515

C-501 SANITARY SEWER DETAILS - SHEET 1 0 20250515

C-502 SANITARY SEWER DETAILS - SHEET 2 0 20250515

C-503 STORM SEWER DETAILS 0 20250515

C-504 WATERLINE DETAILS 0 20250515

C-505 PAVING DETAILS - SHEET 1 0 20250515

C-506 PAVING DETAILS - SHEET 2 0 20250515

C-507 ACCESS CONTROL GATE DETAILS 0 20250515

C-508 BOLLARD DETAILS 0 20250515

C-509 ADA ACCESS DETAILS 0 20250515

C-510 SIGNING AND MARKING DETAILS 0 20250515

C-511 EROSION CONTROL DETAILS - SHEET 1 0 20250515

C-512 EROSION CONTROL DETAILS - SHEET 2 0 20250515

C-513 EROSION CONTROL DETAILS - SHEET 3 0 20250515

C-514 EROSION CONTROL DETAILS - SHEET 4 0 20250515

C-515 ROOF DRAIN DETAILS 0 20250515

C-516 FENCE DETAILS 0 20250515

C-517 GATE DETAILS 0 20250515

C-518 TEMPORARY SECURITY CONSTRUCTION FENCE DETAILS 0 20250515

C-519 TEMPORARY SECURITY CONSTRUCTION GATE DETAILS 0 20250515

CIVIL: 35

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES 0 20250523

S-002 GENERAL STRUCTURAL NOTES 0 20250523

S-003 GENERAL STRUCTURAL NOTES 0 20250523

S-004 GENERAL STRUCTURAL NOTES 0 20250523

S-005 STRUCTURAL ABBREVIATIONS AND SYMBOLS 0 20250523

S-010 TYPICAL DETAILS - CONCRETE SLAB-ON-GRADE 0 20250523

S-011 TYPICAL DETAILS - CONCRETE 0 20250523

S-012 TYPICAL DETAILS - CONCRETE MASONRY 0 20250523

S-013 TYPICAL DETAILS - STEEL FRAMING 0 20250523

S-014 TYPICAL DETAILS - CFMF TRUSS PROFILES 0 20250523

S-020 COMPONENTS AND CLADDING (C&C) - WIND PRESSURE DIAGRAMS 0 20250523

S-110 OVERALL FOUNDATION PLAN 0 20250523

S-111 FOUNDATION PLAN - MCSATS 0 20250523

S-112 FOUNDATION PLAN - CATM 0 20250523

S-121 INTERMEDIATE FRAMING PLAN - MCSATS 0 20250523

S-130 OVERALL ROOF FRAMING PLAN 0 20250523

S-131 ROOF FRAMING PLAN - MCSATS 0 20250523

S-132 ROOF FRAMING PLAN - CATM 0 20250523

S-200 WALL ELEVATIONS 0 20250523

S-201 WALL ELEVATIONS 0 20250523

S-202 WALL ELEVATIONS 0 20250523

S-203 WALL ELEVATIONS 0 20250523

S-400 ENLARGED FOUNDATION PLAN - MECHANICAL YARD 0 20250523

S-401 ENLARGED FRAMING PLAN 0 20250523

S-500 FOUNDATION SECTIONS AND DETAILS 0 20250523

S-501 FOUNDATION SECTIONS AND DETAILS 0 20250523

S-510 FRAMING SECTIONS AND DETAILS 0 20250523

S-511 FRAMING SECTIONS AND DETAILS 0 20250523

S-900 ISOMETRIC VIEWS 0 20250523

STRUCTURAL: 29

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AUDIO VISUAL

TA111 FIRST FLOOR PLAN AV PLAN - SECTOR 1 0 20250523

TA112 FIRST FLOR PLAN AV PLAN - SECTOR 2 0 20250523

TA114 FIRST FLOOR AV RCP - SECTOR 2 0 20250523

TA401 ENLARGED AV ROOM 114 PLANS 0 20250523

TA501 AV DETAILS 0 20250523

TA502 AV DETAILS 0 20250523

TA601A AV SINGLE LINE DIAGRAMS - CLASSROOM 114 0 20250523

TA601B AV SINGLE LINE DIAGRAMS - ELECTRICAL 119 0 20250523

TA601C AV SINGLE LINE DIAGRAMS - CLASSROOM 114 0 20250523

TA602A AV SINGLE LINE DIAGRAMS - TYPICAL DIAGRAMS 0 20250523

TA801 AV EQUIPMENT SCHEDULE 0 20250523

AUDIO VISUAL: 11

SECURITY

TY000 SECURITY SYMBOLS & ABBREVIATIONS 0 20250523

TY111 FIRST FLOOR SECURITY PLAN - SECTOR 1 0 20250523

TY112 FIRST FLOOR SECURITY PLAN - SECTOR 2 0 20250523

TY500 ACS DETAILS 0 20250523

TY501 ACS DETAILS 0 20250523

TY502 ACS DETAILS 0 20250523

TY503 ACS DETAILS 0 20250523

TY504 CAMERA DETAILS 0 20250523

SECURITY: 8

Grand total: 81

SHEET

NUMBER SHEET NAME REV DATE

PLUMBING

P-001 LEGEND AND ABBREVATIONS 0 20250523

P-100 SANITARY & VENT - UNDERGROUND - COMPOSITE 0 20250523

P-102 SANITARY & VENT - UNDERGROUND - CATM 0 20250523

P-110 SANITARY & VENT - LEVEL 1 - COMPOSITE 0 20250523

P-112 SANITARY & VENT - LEVEL 1 - CATM 0 20250523

P-210 DOMESTIC WATER - LEVEL 1 - COMPOSITE 0 20250523

P-212 DOMESTIC WATER - LEVEL 1 - CATM 0 20250523

P-220 NATURAL GAS - LEVEL 1 - COMPOSITE 0 20250523

P-222 NATURAL GAS - LEVEL 1 - CATM 0 20250523

P-232 ROOF PLAN - CATM 0 20250523

P-501 PLUMBING DETAILS 0 20250523

P-601 PLUMBING SCHEDULES 0 20250523

P-901 WASTE AND VENT ISOMETRIC 0 20250523

P-902 DOMESTIC WATER ISOMETRIC 0 20250523

PLUMBING: 14

MECHANICAL

M-001 LEGEND AND ABBREVIATIONS 0 20250523

M-002 BASIS OF DESIGN / GENERAL NOTES 0 20250523

M-110 HVAC FIRST FLOOR PLAN - COMPOSITE 0 20250523

M-111 HVAC FIRST FLOOR PLAN - MCSATS 0 20250523

M-112 HVAC FIRST FLOOR PLAN - CATM 0 20250523

M-201 SECTION VIEW 0 20250523

M-401 AIR BALANCE DIAGRAM 0 20250523

M-501 DETAILS 0 20250523

M-502 DETAILS 0 20250523

M-503 DETAILS 0 20250523

M-601 SCHEDULES 0 20250523

M-602 SCHEDULES 0 20250523

M-701 CONTROLS GENERAL NOTES 0 20250523

M-702 POINT SCHEDULE FOR BUILDING CONTROLS INSTRUCTIONS 0 20250523

M-703 DDC SYSTEM ARCHITECTURE 0 20250523

M-704 CONTROL DIAGRAM - RANGE VENTILATION SYSTEM 0 20250523

M-705 CONTROL DIAGRAM - RANGE VENTILATION CONTROL DEVICE LOCATIONS 0 20250523

M-706 CONTROL DIAGRAM - ENERGY RECOVERY VENTILATOR 0 20250523

M-707 CONTROL DIAGRAM - AIR CONDITIONING UNITS 0 20250523

M-708 CONTROL DIAGRAM - MINI SPLIT AIR CONDITIONING UNIT 0 20250523

M-709 UTILITY METERING CONTROLS 0 20250523

MECHANICAL: 21

ELECTRICAL

E-001 LEGEND AND ABBREVIATIONS 0 20250515

ES101 ELECTRICAL SITE PLAN 0 20250515

EG110 GROUNDING PLAN 0 20250515

EG501 GROUNDING DETAILS 0 20250515

EP111 POWER PLAN 0 20250515

EQ111 EQUIPMENT POWER PLAN 0 20250515

EQ601 MECHANICAL EQUIPMENT ELECTRICAL CONNECTIONS 0 20250515

EL001 LIGHTING LEGEND AND SCHEDULES 0 20250515

EL111 LIGHTING PLAN 0 20250515

EL211 LIGHTING CONTROL PLAN 0 20250515

EL212 LIGHTING CONTROL SCHEDULES AND DIAGRAMS 0 20250515

EL501 LIGHTING FIXTURE DETAIL 0 20250515

EL502 LIGHTING FIXTURE DETAIL 0 20250515

E-600 ONE-LINE LEGEND 0 20250515

E-601 ELECTRICAL ONE-LINE DIAGRAM 0 20250515

E-602 PANEL SCHEDULES 0 20250515

E-603 PANEL SCHEDULES 0 20250515

ELECTRICAL: 17

TELECOMMUNICATIONS

T-000 TELECOM GENERAL NOTES, SYMBOLS & ABBREVIATIONS 0 20250523

T-100 TELECOM SITE PLAN 0 20250523

T-110 FIRST FLOOR TELECOM PLAN 0 20250523

T-111 FIRST FLOOR TELECOM PLAN - SECTOR 1 0 20250523

T-112 FIRST FLOOR TELECOM PLAN - SECTOR 2 0 20250523

T-400 ENLARGED TELECOM ROOM PLANS & RACK ELEVATIONS 0 20250523

T-500 TELECOM DETAILS 0 20250523

T-501 TELECOM DETAILS 0 20250523

T-502 TELECOM DETAILS 0 20250523

T-600 TELECOM WIRING DIAGRAM 0 20250523

TELECOMMUNICATIONS: 10

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APPLICABLE CODES AND STANDARDS

• ARCHITECTURAL BARRIERS ACT (ABA) ACCESSIBILITY STANDARDS FOR DOD FACILITIES, 2015

• 2021 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY UFC 1-200-01

• ENGINEERING AND CONSTRUCTION BULLETIN (ECB) NO. 2018-17, NEW REQUIREMENTS FOR VISUAL NOTIFICATION FOR MASS

NOTIFICATION SYSTEMS, REV. 2, JANUARY 20, 2022.

• NFPA 1, FIRE CODE, 2021

• NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2022

• NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2022

• NFPA 70, NATIONAL ELECTRICAL CODE, 2023

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2022

• NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2022

• NFPA 101, LIFE SAFETY CODE, 2021

• NFPA 221, STANDARD FOR HIGH CHALLENGE FIRE WALLS, FIRE WALLS, AND FIRE BARRIER WALLS, 2021

• NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2022

• NFPA 400, HAZARDOUS MATERIALS CODE, 2019

• UFC 1-200-01, DOD BUILDING CODE, CHANGE 2, JUNE 2023

• UFC 3-420-01, PLUMBING SYSTEMS, APRIL 1, 2021

• UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS, CHANGE 2, APRIL 12, 2021

• UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, CHANGE 6, MAY 6, 2021

• UFC 4-010-01, DOD MINIMUM ANTI-TERRORISM STANDARDS FOR BUILDINGS, CHANGE 2, JULY 30, 2022

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

• UFC 4-179-02, SMALL ARMS RANGES, MARCH 2020

UFC 3-600-01 SUPPLEMENTS THE REQUIREMENTS LISTED IN UFC 1-200-01. UFC 3-600-01 SUPERSEDES NFPA AND OTHER INDUSTRY STANDARDS WHERE THERE IS A CONFLICT, EXCEPT WHERE NOT SPECIFICALLY ADDRESSED BY UFC 3-600-01. (UFC 3-600-01 §1-4.2.1) WHERE THE IBC REFERENCES THE INTERNATIONAL FIRE CODE, (IFC), THE IFC MUST BE REPLACED WITH NFPA 1, EXCEPT WHERE

SUPERSEDED BY UFC 3-600-01 (UFC 3-600-01 §1-4.2.3).

HAZARDOUS MATERIALS

THE ARMS RANGE BUILDING CONTAINS A MATERIAL LABELED SYNTHETIC CLP GUN OIL, CLASSIFIED AS A COMBUSTIBLE LIQUID CLASS IIIB AND WILL BE LIMITED TO 10 PINTS, WHICH IS BELOW THE 13,200 GALLONS PERMITTED WITHIN THE FACILITY. THE QUANTITIES OF HAZARDOUS MATERIALS ARE SIGNIFICANTLY BELOW THE MAXIMUM ALLOWABLE QUANTITIES (MAQ) PERMITTED IN NFPA 400 TABLE

5.2.1.1.3 FOR A NONSPRINKLERED BUILDING.

OCCUPANCY CLASSIFICATION

THE BUILDING OCCUPANCY CLASSIFICATION FOR COMPLIANCE WITH BUILDING CODE REQUIREMENTS SUCH AS CONSTRUCTION TYPE, ALLOWABLE HEIGHT AND AREA, BUILDING SEPARATION DISTANCE, OCCUPANCY SEPARATION AND ASSOCIATED REQUIREMENTS SHALL BE IN ACCORDANCE WITH THE IBC (UFC 3-600-01 §3-2.1.2). THE BUILDING OCCUPANCY CLASSIFICATION FOR COMPLIANCE WITH FIRE/SMOKE RESISTANCE RATING OF INTERIOR NON-LOAD BEARING PARTITIONS (OTHER THAN OCCUPANCY SEPARATION), MEANS OF EGRESS, INTERIOR FINISH, FEATURES OF FIRE PROTECTION (VERTICAL OPENINGS) AND ASSOCIATED REQUIREMENTS SHALL BE IN

ACCORDANCE WITH NFPA 101 (UFC 3-600-01 §3-3.1.1).

THE ARMS RANGE BUILDING IS A NON-SEPARATED, MIXED-USE BUILDING CONSISTING OF BUSINESS GROUP “B” AND MODERATE

HAZARD FACTORY INDUSTRIAL “F-1” (IBC §508.3 AND NFPA 101 §6.1.14.2.1).

THE OCCUPANCIES INVOLVED ARE AS FOLLOWS:

• BUSINESS GROUP “B” CLASSROOM PER IBC §304.1.

• MODERATE-HAZARD FACTORY INDUSTRIAL GROUP “F-1” CONSISTING OF RANGE BAY, SUPPORT SPACES, AND EQUIPMENT

STORAGE PER IBC §306.1.

• NEW BUSINESS GROUP “B” CONSISTING OF OFFICES, AND ADMINISTRATIVE AREAS NFPA 101 §6.1.11.1.

• INDUSTRIAL CONSISTING OF RANGE BAY, SUPPORT SPACES, AND EQUIPMENT STORAGE PER NFPA 101 §6.1.12.1.

**PER NFPA 101, A MIXED OCCUPANCY BUILDING IS WHEN DIFFERENT OCCUPANCY TYPES ARE INTERMINGLED WITHOUT FIRE-RATED SEPARATION. FOR MIXED OCCUPANCIES, THE BUILDING SHALL COMPLY WITH THE MOST RESTRICTIVE REQUIREMENTS OF THE

OCCUPANCIES INVOLVED, UNLESS SEPARATE SAFEGUARDS ARE APPROVED.

CONSTRUCTION TYPE

THE ARMS RANGE BUILDING IS A ONE-STORY STRUCTURE OF NON-FIRE-RESISTANCE RATED, NON-COMBUSTIBLE CONSTRUCTION WITH

A CONSTRUCTION CLASSIFICATION OF TYPE IIB (IBC §602.2).

THE FIRE-RESISTANCE REQUIREMENTS FOR BUILDING ELEMENTS OF TYPE IIB CONSTRUCTION (IBC TABLES 601 AND 602):

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES) 0 HOUR

INTERIOR BEARING WALLS 0 HOUR

INTERIOR NONBEARING WALLS 0 HOUR

EXTERIOR WALLS

WITH FIRE SEPARATION DISTANCE OF AT LEAST 10 FT 0 HOUR

FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

BUILDING SEPARATION

THE ARMS RANGE BUILDING HAS A FIRE SEPARATION DISTANCE (FSD) OF AT LEAST 30 FT ON ALL SIDES OF THE BUILDING; THEREFORE, NO EXTERIOR WALL RATINGS ARE REQUIRED IN ACCORDANCE WITH IBC TABLE 602.

ALLOWABLE HEIGHT AND AREA

BASED ON NONSEPARATED MIXED USE OF B AND F-1 IBC §508.3

STORIES: 3 ALLOWED/ 1 ACTUAL IBC TABLE 504.4

FEET: 75 FT ALLOWED/ 43 FT ACTUAL IBC TABLE 504.3

OCCUPANCY BASE ALLOWED (SQ. FT.) TOTAL ALLOWABLE PER FLOOR (SQ. FT.)

B 23,000 23,000 F-1 15,500 15,500

BASED ON TYPE IIB, ONE STORY, NON SPRINKLERED BUILDING, THE MAXIMUM ALLOWABLE AREA PER FLOOR FOR THE NON-

SEPARATED MIXED USE BUILDING OF B AND F-1 IS 15.500 SQ. FT.

ACTUAL AREA:

TOTAL GROSS BUILDING AREA: 8,759 SQ. FT.

FIRE/SMOKE RESISTANCE RATED SEPARATIONS

RATING REFERENCE

TRAINING AND DIRECT TRAINING SUPPORT 2-HOUR UFC 4-179-02, §4-6

CORRIDORS 0-HOUR NFPA 101 §42.3.6

MECHANICAL SPACE W/ FUEL BURNING EQUIPMENT 1-HR NFPA 101 §38.3.2.1 & §8.7.1.2

STORAGE (OTHER THAN OFFICE SUPPLIES) 1-HR NFPA 101 §38.3.2.1 & §8.7.1.2

OPENING PROTECTION

TYPE OF ASSEMBLY FIRE DOOR FIRE DAMPER SMOKE DAMPER

AND RATING ASSEMBLY RATING RATING RATING REFERENCE

2 HR FIRE BARRIER 1-1/2 HR 1.5 HR N/A NFPA 221 TABLE 4.9.2, NFPA 90A §5.3.1.2

1 HR FIRE BARRIER 0.75 HR 1 HR N/A NFPA 221 TABLE 4.9.2, NFPA 90A §5.3.1.2

INTERIOR FINISHES

INTERIOR WALL AND CEILING FINISH IN EXITS CLASS A OR B NFPA 101 TABLE A.10.2.2

INTERIOR WALL AND CEILING FINISH IN ALL OTHER AREAS CLASS A, B, OR C NFPA 101 TABLE A.10.2.2

INTERIOR FLOOR FINISH CLASS I OR II NFPA 101 TABLE A.10.2.2

FIRE SUPPRESSION

THIS BUILDING IS LESS THAN 15,000 SQ. FT. AND DOES NOT REQUIRE AN AUTOMATIC SPRINKLER SYSTEM PER UFC 3-600-01 SECTION 9-7.2.1.1.

FIRE ALARM/MASS NOTIFICATION

BUILDING IS PROVIDED WITH A COMBINATION MONACO MAAP-X FIRE ALARM AND MASS NOTIFICATION SYSTEM. REFER TO THE FA

SERIES DRAWINGS.

SYSTEM REPORTING SHALL BE TO THE BASE CENTRAL MONITORING STATION.

PORTABLE FIRE EXTINGUISHERS:

HAZARD CLASSIFICATION: NFPA 10 §5.2 & §5.4

LIGHT HAZARD CLASS A: OFFICE AREAS

MAXIMUM TRAVEL DISTANCE TO FE: 75 FEET

MAXIMUM FLOOR AREA PER UNIT A: 3,000 SQ.FT.

MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.

ORDINARY HAZARD CLASS A: STORAGE ROOMS

MAXIMUM TRAVEL DISTANCE TO FE: 75 FEET

MAXIMUM FLOOR AREA PER UNIT A: 1,500 SQ.FT.

MAXIMUM FLOOR AREA FOR FE: 11,250 SQ.FT.

EXTINGUISHER FOR CLASS C HAZARDS SHALL BE LOCATED ON THE BASIS OF THE ANTICIPATED CLASS A HAZARDS (NFPA 10 §6.4.3).

DESIGN BASIS: 10 POUND MULTIPURPOSE DRY CHEMICAL: 4A:80B:C

FIRE DEPARTMENT ACCESS

BUILDING SHALL HAVE AT LEAST ONE MEANS OF ALL-WEATHER GROUND ACCESS TO ALLOW EMERGENCY VEHICLES UNIMPEDED ACCESS TO THE FACILITY. ALL-WEATHER GROUND ACCESS MUST BE PAVED, START FROM THE ROAD, AND TERMINATE NO FARTHER THAN 33 FEET FROM AN EXTERIOR DOOR ACCESSIBLE FOR FIRE DEPARTMENT INGRESS (I.E. AN EXTERIOR DOOR THAT PROVIDES

ACCESS TO THE FACILITY INTERIOR). (UFC 3-600-01 §9-1.1)

DIMENSIONS OF FIRE LANES AND TURNAROUNDS MUST COMPLY WITH NFPA 1 (UFC 3-600-01 §9-1.3). FIRE DEPARTMENT ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF NOT LESS THAN 20 FT AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF NOT LESS THAN 13 FT 6 IN (NFPA 1 §18.2.3.5.1.1 AND §18.2.3.5.1.2). DEAD END FIRE DEPARTMENT ACCESS ROADS IN EXCESS OF 150 FT IN LENGTH SHALL BE PROVIDED WITH APPROVED PROVISIONS FOR THE FIRE APPARATUS TO TURN AROUND (NFPA 1 §18.2.3.5.4).

WATER SUPPLY

PRIVATE FIRE SERVICE MAINS SUPPLYING FIRE HYDRANTS.

FIRE FLOW

THE ARMS RANGE HAS A TOTAL FLOOR AREA OF 8,759 SQ. FT. AND IS OF TYPE IIB (000) CONSTRUCTION WHICH RESULTS IN A REQUIRED FIRE FLOW OF 2,250 GPM FOR 2 HOURS IN ACCORDANCE WITH NFPA 1 TABLE 18.4.5.2.1.

MEANS OF EGRESS

ALL COMPONENTS AND FEATURES RELATED TO MEANS OF EGRESS SHALL COMPLY NFPA 101 AND UFC 3-600-01 (UFC 3-600-01 §10-1.1).

THE OCCUPANCY LOADS ARE DETERMINED BASED ON THE AREA, FUNCTION OF THE SPACE, AND THE OCCUPANT LOAD FACTOR (SQ.

FT. /PERSON). THE OCCUPANT LOAD FACTORS ARE PROVIDED IN UFC 3-600-01 TABLE 10-1 AND NFPA 101 TABLE 7.3.1.2. THE OCCUPANT LOAD FACTOR IS BASED ON THE ACTUAL USE OF THE SPACE, NOT ON ITS OCCUPANCY CLASSIFICATION. OCCUPANT LOAD

CALCULATIONS ARE PROVIDED ON THE LIFE SAFETY FLOOR PLAN.

MINIMUM NUMBER OF MEANS OF EGRESS REQUIRED:

OCCUPANT LOAD 1-500: NOT LESS THAN 2 EXITS REQUIRED NFPA 101 §7.4.1.1

THE EGRESS/EXIT CAPACITY FOR AN EXIT IS DETERMINED BY DIVIDING THE CLEAR WIDTH OF THE EXIT, AS DETERMINED IN

ACCORDANCE WITH NFPA 101 §7.2.1.2.1, BY THE EGRESS CAPACITY FACTOR.

EGRESS CAPACITY FACTORS: NFPA 101 TABLE 7.3.3.1

LEVEL COMPONENTS & RAMPS: 0.2 INCHES PER OCCUPANT SERVED

EXIT CAPACITY CALCULATION FOR EACH EXIT IS SHOWN ON THE LIFE SAFETY FLOOR PLAN.

THE MINIMUM SEPARATION DISTANCE BETWEEN TWO EXITS, EXIT ACCESSES, OR EXIT DISCHARGES, SHALL BE NOT LESS THAN ONE- HALF THE LENGTH OF THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE SERVED (NFPA 101 §7.5.1.3.2).

THE DISTANCE SHALL BE MEASURED IN A STRAIGHT LINE BETWEEN THE NEAREST EDGE OF THE EXITS, EXIT ACCESSES, OR EXIT

DISCHARGES (NFPA 101 §7.5.1.3.2).

DOORS ARE REQUIRED TO SWING IN THE DIRECTION OF EGRESS TRAVEL WHERE SERVING A ROOM OR AREA WITH AN OCCUPANT LOAD OF 50 OR MORE, THE DOOR IS PART OF AN EXIT ENCLOSURE, OR WHERE THE DOOR OPENING SERVES A HIGH HAZARD

CONTENTS AREA (NFPA 101 §7.2.1.4.2).

ALL LOCKS, LATCHES AND ALL OTHER FASTENING DEVICES ON A DOOR LEAF SHALL BE PROVIDED WITH A RELEASING DEVICE THAT HAS AN OBVIOUS METHOD OF OPERATION AND THAT IS READILY OPERATED UNDER ALL LIGHTING CONDITIONS (NFPA 101 §7.2.1.5.3).

MEANS OF EGRESS CONTINUED:

TRAVEL DISTANCE LIMIT: NFPA 101 TABLE A.7.6

GENERAL INDUSTRIAL: 200 FEET

NEW BUSINESS: 200 FEET

COMMON PATH LIMIT: NFPA 101 TABLE A.7.6

GENERAL INDUSTRIAL: 50 FEET

NEW BUSINESS: 75 FEET

DEAD-END LIMIT: NFPA 101 TABLE A.7.6

GENERAL INDUSTRIAL: 50 FEET

NEW BUSINESS: 20 FEET

WHERE THE CONTENTS ARE CLASSIFIED AS HIGH HAZARD, EXITS SHALL BE PROVIDED AND ARRANGED TO ALLOW ALL OCCUPANTS TO ESCAPE FROM THE BUILDING OR STRUCTURE, OR FROM THE HAZARDOUS AREA THEREOF, TO THE OUTSIDE OR TO A PLACE OF SAFETY WITH A TRAVEL DISTANCE OF NOT MORE THAN 75 FT (NFPA 101 §7.11.1). NFPA 101 §7.11.1 DOES NOT LIMIT OCCUPANTS TO A 75 FT TRAVEL DISTANCE BUT REQUIRES ESCAPE FROM THE HIGH HAZARD CONTENTS AREA ITSELF WITH NOT MORE THAN 75 FT OF TRAVEL. THE PLACE OF SAFETY OUTSIDE THE HIGH HAZARD AREA IS PERMITTED TO BE WITHIN THE BUILDING’S EXIT ACCESS AND

ADDITIONAL TRAVEL MIGHT BE NECESSARY TO REACH AN EXIT.

ACCESSIBLE MEANS OF EGRESS:

ACCESSIBLE MEANS OF EGRESS IS REQUIRED TO COMPLY WITH NFPA 101 (UFC 3-600-01 §10-1.2). AN ACCESSIBLE MEANS OF EGRESS IS DEFINED AS A MEANS OF EGRESS THAT PROVIDES AN ACCESSIBLE ROUTE TO AN AREA OF REFUGE, A HORIZONTAL EXIT, OR A PUBLIC

WAY (NFPA 101 §3.3.180.1).

THE BUILDING IS REQUIRED TO HAVE AT LEAST TWO ACCESSIBLE MEANS OF EGRESS (NFPA 101 §7.5.4.1). ACCESS WITHIN THE ALLOWABLE TRAVEL DISTANCE IS PROVIDED TO AT LEAST ONE ACCESSIBLE AREA OF REFUGE OR ONE ACCESSIBLE EXIT PROVIDING AN ACCESSIBLE ROUTE TO AN EXIT DISCHARGE (NFPA 101 §7.5.4.1.1). EXIT ACCESS TRAVEL ALONG THE ACCESSIBLE MEANS OF EGRESS IS PERMITTED TO BE COMMON FOR THE DISTANCES PERMITTED AS COMMON PATHS OF TRAVEL (NFPA 101 §7.5.4.1.4). THERE

ARE EIGHT ACCESSIBLE MEANS OF EGRESS PROVIDED FOR THIS FACILITY.

MEANS OF EGRESS ILLUMINATION

ILLUMINATION OF MEANS OF EGRESS SHALL BE PROVIDED IN ACCORDANCE WITH NFPA 101 §7.8 (NFPA 101 §40.2.8). NATURAL LIGHT THAT PROVIDED THE REQUIRED LEVEL OF ILLUMINATION IN THE INDUSTRIAL OCCUPANCY PROVIDED THAT THE SPACE IS OCCUPANCY ONLY DURING DAYLIGHT HOURS (NFPA 101 §40.2.8). ILLUMINATION OF MEANS OF EGRESS SHALL BE CONTINUOUS DURING TIMES OF OCCUPANCY (NFPA 101 §7.8.1.2). ILLUMINATION PROVIDED OUTSIDE THE BUILDING SHOULD BE TO EITHER A PUBLIC WAY OR A DISTANCE AWAY FROM THE BUILDING THAT IS CONSIDERED SAFE, WHICHEVER IS CLOSEST TO THE BUILDING BEING EVACUATED.

FLOORS AND OTHER WALKING SURFACES WITHIN AN EXIT OR WITHIN PORTIONS OF THE EXIT ACCESS AND EXIT DISCHARGE ARE PROVIDED WITH A MINIMUM ILLUMINATION OF 1 FOOT-CANDLE (FTC; 10.8 LUX) MEASURED AT THE FLOOR (NFPA 101 §7.8.1.3(2)).

THE REQUIRED ILLUMINATION IS ARRANGED SO THAT THE FAILURE OF ANY SINGLE LIGHTING UNIT DOES NOT RESULT IN AN ILLUMINATION LEVEL OF LESS THAN 0.2 FTC (2.2 LUX) IN ANY DESIGNATED AREA (NFPA 101 §7.8.1.4).

AUTOMATIC LIGHTING CONTROL DEVICES ARE PERMITTED AND SHALL BE USED TO TEMPORARILY TURN OFF THE ILLUMINATION WITHIN THE MEANS OF EGRESS, AND EACH LIGHTING CONTROL DEVICE SHALL COMPLY WITH ALL OF THE FOLLOWING (NFPA 101 §7.8.1.2.2):

• THE LIGHTING CONTROL DEVICE SHALL BE LISTED.

• THE LIGHTING CONTROL DEVICE SHALL BE EQUIPPED TO AUTOMATICALLY ENERGIZE THE CONTROLLED LIGHTS UPON LOSS

OF NORMAL POWER AND IS EVALUATED FOR THIS PURPOSE.

• ILLUMINATION TIMERS ARE PROVIDED AND ARE SET FOR A MINIMUM 15-MINUTE DURATION.

• THE LIGHTING CONTROL DEVICE IS ACTIVATED BY ANY OCCUPANT MOVEMENT IN THE AREA SERVED BY THE LIGHTING

UNITS.

• THE LIGHTING CONTROL DEVICE SHALL BE ACTIVATED BY ACTIVATION OF THE BUILDING FIRE ALARM SYSTEM.

• THE LIGHTING CONTROL DEVICE SHALL NOT TURN OFF ANY LIGHTS RELIED UPON FOR ACTIVATION OF

PHOTOLUMINESCENT EXIT SIGNS OR PATH MARKERS (IF APPLICABLE).

• THE LIGHTING CONTROL DEVICE DOES NOT TURN OFF ANY BATTERY-EQUIPPED EMERGENCY LUMINAIRES, UNIT

EQUIPMENT, OR EXIT SIGNS.

EMERGENCY LIGHTING

EMERGENCY LIGHTING MUST BE PROVIDED FOR MEANS OF EGRESS IN ACCORDANCE WITH NFPA 101 (NFPA 101 §40.2.9). EMERGENCY LIGHTING IS ALLOWED TO BE OMITTED IN THE INDUSTRIAL OCCUPANCY WHERE AREAS ARE ONLY OCCUPIED DURING DAYLIGHT HOURS, WITH SKYLIGHTS OR WINDOWS ARRANGED TO PROVIDE REQUIRED LEVEL OF ILLUMINATION ON ALL PORTIONS OF THE MEANS

OF EGRESS DURING SUCH HOURS.

EMERGENCY ILLUMINATION IS PROVIDED FOR A MINIMUM OF 1.5 HOURS IN THE EVENT OF FAILURE OF NORMAL LIGHTING PER NFPA 101 §7.9.2.1. EMERGENCY LIGHTING FACILITIES ARE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NO LESS THAN AN AVERAGE OF 1 FTC (10.8 LUX) AND, AT ANY POINT, NO LESS THAN 0.1 FTC (1.1 LUX), MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL (NFPA 101 §7.9.2.1.1). ILLUMINATION LEVELS ARE PERMITTED TO DECLINE TO NO LESS THAN AN AVERAGE OF 0.6 FTC (6.5 LUX) AND, AT ANY POINT, NO LESS THAN 0.06 FTC (0.65 LUX) AT THE END OF 1.5 HR. (NFPA 101 §7.9.2.1.2). A MAXIMUM-TO-MINIMUM ILLUMINATION

UNIFORMITY RATIO OF 40 TO 1 IS NOT TO BE EXCEEDED (NFPA 101 §7.9.2.1.3).

THE EMERGENCY LIGHTING SYSTEM MUST BE ARRANGED TO PROVIDE THE REQUIRED ILLUMINATION AUTOMATICALLY WHEN NORMAL LIGHTING IS INTERRUPTED DUE TO FAILURE OF A PUBLIC UTILITY OR OTHER OUTSIDE ELECTRICAL POWER SUPPLY, THE OPENING OF A CIRCUIT BREAKER OR FUSE, OR MANUAL ACT(S), INCLUDING ACCIDENTAL OPENING OF A SWITCH CONTROLLING NORMAL LIGHTING

FACILITIES (NFPA 101 §7.9.2.3).

MARKING OF MEANS OF EGRESS

MARKING OF MEANS OF EGRESS SHALL BE IN ACCORDANCE WITH NFPA 101 §7.10 (NFPA 101 §40.2.10). EXIT SIGNS INDICATING THE DIRECTION OF EGRESS WILL BE PROVIDED IN ACCORDANCE WITH NFPA 101. EXIT SIGNS WILL BE PLACED AT ALL EXIT DOORS (NFPA 101 §7.10.1.2.1). HORIZONTAL COMPONENTS OF THE EGRESS PATH ARE MARKED BY APPROVED EXIT OR DIRECTIONAL EXIT SIGNS WHERE THE CONTINUATION OF THE EGRESS PATH IS NOT OBVIOUS. EXIT SIGNS ARE PLACED SO THAT NO POINT IN AN EXIT ACCESS CORRIDOR EXCEEDS THE RATED VIEWING DISTANCE OR 100 FT, WHICHEVER IS LESS, FROM THE NEAREST SIGN (NFPA 101 §7.10.1.5.2).

INCANDESCENT OR FLUORESCENT FIXTURES ARE NOT PERMITTED FOR NEW INSTALLATION OR REPLACEMENT OF FIXTURES (UFC 3-600-01 §10-2.1.1). RADIOLUMINOUS EXIT SIGNS ARE NOT PERMITTED (UFC 3-600-01 §10-2.2).

PHOTOLUMINESCENT EXIT SIGNS AND EGRESS PATH MARKINGS ARE PERMITTED PROVIDED THEY ARE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 101 (UFC 3-600-01 §10-2.3.1). THE ILLUMINATION SOURCE MUST BE ENERGIZED AT ALL TIMES DURING BUILDING OCCUPANCY. SUCH LIGHTING MUST NOT BE CONTROLLED BY AUTOMATIC TIMERS, AUTOMATIC SENSORS, INCLUDING ARE OCCUPANCY SENSORS, OR ACCESSIBLE MANUAL SWITCHES.

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F FF F F F F F F F F F F F F F F F

F F

201-7"

202'-4"

193'-1"

INTENDED FIRE

DEPARTMENT MAIN

ENTRANCE

184'-6"

30' - 0"

SITE SAFETY SYMBOLS AND LEGEND

DISTANCE FROM BUILDING, FEET

EXISTING FIRE WATER LINE

FIRE WATER LINE

FIRE HOSE LAY DISTANCE, FEET

EXISTING SECTION CONTROL VALVE

EXISTING FIRE HYDRANT

SECTION CONTROL VALVE

FIRE HYDRANT

KEYED LOCK BOX

1. MORE THAN 20 FEET WIDE, WHICH IS SUFFICIENT FOR FIRE

DEPARTMENT APPARATUS ONE-WAY ACCESS PER UFC 3-600-01.

2. FLOW TEST GAUGE HYDRANT.

3. FLOW TEST FLOW HYDRANT.

4. HYDRANT TO BE PROVIDED WITH BOLLARDS AS IT IS LOCATED

ADJACENT TO PARKING AREAS. REFER TO CIVIL DRAWINGS FOR

NUMBER AND LOCATION.

KEYED NOTES :#

GENERAL NOTES

1. BUILDING, FIRE LINE, AND WATER LINE SHOWN FOR GENERAL LIFE

SAFETY INFORMATION ONLY. REFER TO CIVIL DRAWINGS FOR MORE

DETAILS.

2. FIRE HYDRANTS ARE ON DOMESTIC WATER SUPPLY LOOP.

## FT

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1" = 20'-0"1

CODE COMPLIANCE SITE PLAN N

MCSATS CATM

KEY PLAN

SCALE IN FEET - 1" = 20'-0"

20' 10' 0' 20' 60'40'

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0.2

34"

0.2

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0.2

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0.2

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0.2

34"

0.2

34"

0.2

34"

TD: 50' - 4"

TD: 113' - 0"

1.5

TD: 38' - 10"

1.5118-A

0.2

34"

ARMS RANGE

BULLET TRAP

MECHANICAL

ACP VESTIBULE

106 CLASSROOM

CORRIDOR

RSO

ACP VESTIBULE

RANGE STORAGE

JANITOR AND

LAUNDRY

ELECTRICAL

CORRIDOR

TD: 49' - 10 1/2"

115-A

102-B 119-A

102-A105-A

115-B118-B

FEC

3/4

LCP

AOM

MAU-2

MAU-1

CP:40' - 4"

DE:7' - 6"

WEAPONS MX AND

CLEANING

1.5

2 HOUR FIRE RATED BARRIER

FIRE RATED BARRIER SYMBOLOGY

1 HOUR FIRE RATED BARRIER

EXIT ACCESS TRAVEL PATH

COMMON PATH OF TRAVEL

DEAD END DISTANCE

ACCESSBILE ENTRANCE/EXIT

EXIT LIGHT CEILING MOUNT

EXIT LIGHT WALL MOUNT

FIRE EXTINGUISHER CABINET

FIRE RATED DOOR (X=DOOR RATING)

FIRE DAMPER

LIFE SAFETY LEGEND

OCCUPANCY CLASSIFICATION

NFPA 101: BUSINESS

IBC: BUSINESS, GROUP B

NFPA 101: GENERAL INDUSTRIAL

IBC: FACTORY, GROUP F-1

DOOR NUMBERXXXX

XX"

XXX

CLEAR WIDTH

WIDTH FACTOR

EXIT CAPACITY

ASSIGNED CAPACITY

FEC

WALL MOUNTED FIRE ALARM/MNS

SPEAKER/STROBE, XX INDICATES CD

RATING

CEILING MOUNTED FIRE ALARM/MNS

SPEAKER/STROBE, XX INDICATES CD

RATING

SYMBOL DESCRIPTION

CARBON MONOXIDE DETECTOR

SMOKE DETECTOR - PHOTOELECTRIC

ADDRESSABLE INPUT MODULE

ADDRESSABLE OUTPUT MODULE

WALL MOUNTED FIRE ALARM/MNS

SPEAKER

SYMBOL DESCRIPTION

MANUAL PULL STATION

CEILING MOUNTED FIRE ALARM/MNS

SPEAKER

AIM

AOM

RADIO ANTENNA

SPD SURGE PROTECTION DEVICE

FIRE ALARM / MASS NOTIFICATION SYSTEM SYMBOLS LEGEND

END OF LINE RESISTOR

FIBER INTERFACE

EMERGENCY TEXT SIGN LOC LOCAL OPERATING CONSOLE

R/S

DUCT SMOKE DETECTOR; XX INDICATES

ASSOCIATED UNIT; R=RETURN, S=SUPPLY

TSP TEXT SIGN PANELFMCU FIRE ALARM / MNS CONTROL UNIT

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2# : 5

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F ile

P a th

P lo t D a te

US Army Corps of Engineers ®

U E

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S m a ll

A rm s R a n g e r

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F ir e L a n e C

F .r v t

GI110

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1/8" = 1'-0"1

LIFE SAFETY PLAN - COMPOSITE

OCCUPANT LOAD CALCULATIONS

ROOM / AREA FUNCTION / USE SQ. FT. OCCUPANT LOAD FACTOR OCCUPANTS

CLASSROOM ASSEMBLY 365.86 15 SF / PERSON NET 25 PERSONS

TOILETS & SHOWER BUSINESS 142.41 150 SF / PERSON GROSS 1 PERSON

RSO BUSINESS 206.22 150 SF / PERSON GROSS 2 PERSONS

MECHANICAL BUILDING EQUIP. 88.27 500 SF / PERSON GROSS 1 PERSON

ELECTRICAL BUILDING EQUIP. 128.26 500 SF / PERSON GROSS 1 PERSON

JANITOR AND LAUNDRY BUILDING EQUIP. 77.98 500 SF / PERSON GROSS 1 PERSON

RANGE STORAGE STORAGE 88.87 500 SF / PERSON GROSS 1 PERSON

BULLET TRAP BUILDING EQUIP. 1,328.00 500 SF / PERSON GROSS 3 PERSONS

WEAPONS MIX/CLEANING BUSINESS 414.25 150 SF/ PERSON GROSS 3 PERSONS

REMAINDER OF BUILDING INDUSTRIAL 5,918.88 100 SF / PERSON GROSS 60 PERSONS

TOTALS 8,759 98 PERSONS

MCSATS CATM

KEY PLAN

SCALE IN FEET - 1/8" = 1'-0"

8' 4' 0' 8' 24'16'

M A

R K

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Pl an s-

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VICINITY MAP

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Fi le

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Pl ot D at e:

US Army Corps of Engineers ®

E D

N N

C O

N O

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T N

PRELIMINARY

NOT FOR

CONSTRUCTION

SITE LOCATION AND PROPOSED HAUL ROUTE MAP

NOT TO SCALENOT TO SCALE

Fi le

P at h:

C-001

PROJECT LOCATION

PROPOSED CONSTRUCTION

STAGING & LAYDOWN YARD

PROJECT LOCATION

PROPOSED

CONSTRUCTION

ACCESS/HAUL ROAD

PROJECT LOCATION

PROPOSED

CONSTRUCTION

ACCESS/HAUL ROAD

ALTERNATE PATH

PROJECT LOCATION

NOTES:

PROVIDE TEPORARY SECURITY FENCING ALONG THE CONSTRUCTION SITE AND AT ALL OPEN

EXCAVATIONS AND TUNNELS TO CONTROL ACCESS BY UNAUTHORIZED PERSONNEL. SAFETY FENCING MUST BE HIGHLY VISIBLE TO BE SEEN BY PEDESTRIANS AND VEHICULAR TRAFFIC. ALL FENCING MUST MEET THE REQUIREMENTS OF EM 385-1-1. REMOVE THE FENCE UPON COMPLETION AND ACCEPTANCE

OF THE WORK. REFER TO CIVIL DRAWINGS FOR LAYOUT AND REQUIREMENTS OF TEMPORARY

SECURITY FENCING.

PROPOSED

CONSTRUCTION

ACCESS/HAUL ROAD

ALTERNATE PATH

2Q R

Pl an s-

N O

C-002

PERMITS

1. THE CONTRACTOR WILL OBTAIN AS REQUIRED, AND PAY ALL RELATED COSTS AS INCIDENTAL TO THE

CONTRACT, THE FOLLOWING RELATED PROJECT PERMITS:

· ANY REQUIRED RIGHT-OF-WAY ENCROACHMENT PERMIT

· ANY REQUIRED ENVIRONMENTAL PERMIT OR AGREEMENT

· OH EPA NOTICE OF INTENT (NOI)

· OHIO DIVISION OF PLUMBING PERMIT

· OHIO ELECTRICAL PERMIT

· BUILDING PERMIT (LOCAL MUNICIPALITY)

3. COPIES OF ALL PERMITS SHALL BE MAINTAINED ONSITE BY THE CONTRACTOR AT ALL TIMES.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH ALL PERMITS, THE COST OF WHICH SHALL BE INCIDENTAL TO THE CONTRACT. ANY PENALTIES OR FINES FOR PERMIT NON-COMPLIANCE SHALL BE BORNE

SOLELY BY THE CONTRACTOR.

5. CONTRACTOR SHALL SUBMIT TO THE OHANG, FOR REVIEW AND APPROVAL, PEDESTRIAN AND VEHICULAR TRAFFIC CONTROL PLANS (TCP). ANY TCP SHALL BE IN COMPLIANCE WITH THE LATEST VERSION OF THE

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

NOTICES

1. THE CONTRACTOR SHALL NOTIFY THE OHANG AT LEAST 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION.

2. THE CONTRACTOR SHALL REQUEST, AT LEAST 72 HOURS IN ADVANCE, PERMISSION TO WORK OUTSIDE THE

SPECIFIED WORK HOURS OR FOR ANY WEEKEND WORK.

3. THE CONTRACTOR SHALL NOTIFY THE OHANG AT LEAST FORTY EIGHT (48) HOURS BEFORE REQUIRED INSPECTION ON EACH AND EVERY PHASE OF WORK. THE CONTRACTOR SHALL NOTIFY THE OHANG A MINIMUM OF FORTY EIGHT (48) HOURS PRIOR TO ANY SCHEDULED TESTING. NO PRESSURE TESTING OR FINAL TESTING

WILL BE ACCEPTED UNLESS WITNESSED BY THE OHANG.

SURVEYING

1. THE CONTRACTOR SHALL VERIFY ALL HORIZONTAL AND VERTICAL CONTROL SHOWN ON THE PLANS. THE OHANG SHALL BE NOTIFIED OF ANY CONFLICTS PRIOR TO INITIATION OF ANY CONSTRUCTION WORK.

2. THE CONTRACTOR(S) IS RESPONSIBLE FOR ITS RESPECTIVE SURVEYING AND LAYOUT FROM THE HORIZONTAL

AND VERTICAL CONTROL PROVIDED ON THE PLANS.

3. ANY SURVEY MONUMENT DISTURBED DURING CONSTRUCTION SHALL BE REPLACED UPON COMPLETION OF

THE WORK BY A REGISTERED LAND SURVEYOR.

4. THE CONTRACTOR SHALL MAINTAIN INDEPENDENT RECORDS OF ALL CONSTRUCTION WHICH SHALL BE SUBMITTED TO THE OHANG UPON COMPLETION OF CONSTRUCTION. THE RECORD SHALL SHOW FINAL VERTICAL AND HORIZONTAL ALIGNMENT OF ALL BURIED UTILITIES ADDED OR MOVED AS A RESULT OF CONSTRUCTION. THE RECORDS SHALL INCLUDE ALL LINES, ACTUAL FIELD ANGLES BETWEEN LINES, SERVICE LINES AND TEE LOCATIONS, VALVE VAULTS AND VALVE BOXES, AND STUB-OUTS. THE RECORDS SHALL

REFLECT ALL ALIGNMENT AND GRADE CHANGES FROM THE DESIGN DRAWINGS MADE DURING

CONSTRUCTION.

GENERAL

1. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND FEDERAL CODES, ORDINANCES, REGULATIONS, AND OTHER REQUIREMENTS NECESSARY TO COMPLETE THE WORK. THIS INCLUDES PROVISIONS FOR VEHICULAR AND PEDESTRIAN TRAFFIC CONTROL AND SAFETY, BUILDING CODES, MANUFACTURING CODES (ASTM AND ACI, AND THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA)).

2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. IN CASES WHERE CONFLICTS EXIST BETWEEN OHANG STANDARD SPECIFICATIONS OR STANDARD DRAWINGS, THE CONTRACT DOCUMENTS SHALL PREVAIL. THE OHANG SHALL HAVE FINAL DETERMINATION IN ANY CONFLICTS.

3. ALL CONSTRUCTION OF EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES (BMPS) SHALL BE IN ACCORDANCE WITH OHIO DEPARTMENT OF ENVIRONMENTAL MANAGEMENT STORMWATER QUALITY

MANUAL LATEST EDITION.

4. DEVIATIONS FROM THE PLANS AND SPECIFICATIONS SHALL BE PERMITTED ONLY WHEN APPROVED BY THE

CONTRACTING OFFICER.

5. PRIOR TO BID PREPARATION, THE CONTRACTOR MUST BECOME FAMILIAR WITH THE OVERALL SITE CONDITIONS AND PERFORM ADDITIONAL INVESTIGATIONS AS DETERMINED NECESSARY TO UNDERSTAND THE ADEQUACY OF EXISTING MATERIALS SUCH AS FILL, DEWATERING REQUIREMENTS, CLEAN FILL REQUIRED FROM OFFSITE, AND MATERIALS TO BE DISPOSED OF OFFSITE. ANY DELAY, INCONVENIENCE, OR EXPENSE CAUSED TO THE CONTRACTOR DUE TO INADEQUATE INVESTIGATION OF EXISTING CONDITIONS SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. ANY MATERIALS ANTICIPATED TO BE ENCOUNTERED DURING CONSTRUCTION MAY REQUIRE DRYING PRIOR TO USE AS BACKFILL, AND THE CONTRACTOR MAY HAVE TO IMPORT MATERIALS, AT NO EXTRA COST TO THE OWNER, FROM OFFSITE TO MEET THE REQUIREMENTS FOR COMPACTION AND PROPER FILL.

6. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, MATERIAL, EQUIPMENT, TOOLS, AND SERVICES

REQUIRED TO COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

7. SHOP DRAWINGS SHALL BE SUBMITTED AS SPECIFIED IN THE PROJECT SPECIFICATIONS.

8. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE SPECIFICATIONS AND DRAWINGS ON-SITE THROUGHOUT

CONSTRUCTION.

10. THE CONTRACTOR SHALL PROTECT UTILITIES AND OTHER IMPROVEMENTS SHOWN ON THESE PLANS, ALONG WITH OTHER UTILITIES AND OTHER IMPROVEMENTS NOT SHOWN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF UTILITIES AND OTHER IMPROVEMENTS DAMAGED DURING CONSTRUCTION AS DIRECTED BY THE OHANG, AT NO ADDITIONAL COST TO THE OWNER, AND SHALL MAINTAIN SUFFICIENT PROTECTION TO UTILITIES REQUIRED TO PROTECT THEM FROM DAMAGE AND TO PROTECT THE PUBLIC

DURING CONSTRUCTION.

GENERAL CONSTRUCTION

1. THE CONTRACTOR SHALL REPLACE OR REPAIR ANY EXISTING STRUCTURE, FACILITY, OR LANDSCAPING DAMAGED DUE TO CONSTRUCTION ACTIVITIES. THIS WORK SHALL BE AT NO ADDITIONAL COST TO THE

OWNER.

2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREVENTING ANY CONSTRUCTION ACTIVITIES FROM TAKING PLACE OUTSIDE OF THE LIMITS OF CONSTRUCTION SHOWN ON THE PLANS. ANY ON-SITE OR OFF-SITE AREAS DISTURBED SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. RESTORATION OF WORK OUTSIDE THE

LIMITS OF CONSTRUCTION SHALL BE AT NO ADDITIONAL COST TO THE OWNER.

3. UPON COMPLETION OF CONSTRUCTION, ALL AREAS SHALL BE COMPLETELY CLEAR OF ALL TIMBER, BRUSH, STUMPS, ROOTS, GRASS, WEEDS, RUBBISH, ROCKS (ONE-INCH AND LARGER), AND ALL OTHER DEBRIS AND

OBSTRUCTIONS RESTING ON OR PROTRUDING THROUGH THE SURFACE OF THE GROUND.

4. CONTRACTOR SHALL ADJUST ELEVATION TO FINAL GRADE ANY SURFACE FEATURE (RIM, GRATE, INLET STRUCTURE, OUTLET STRUCTURE, CURB, GUTTER, OR OTHER) AS REQUIRED BY NEW CONSTRUCTION OR

GRADING. THIS WORK SHALL BE AT NO ADDITIONAL COST TO THE OWNER.

5. EXCAVATION AND DISPOSAL OF ALL TREES, BRANCHES, LIMBS, AND BRUSH, DEMOLITION DEBRIS, TRENCH SPOILS, ROCK, PAVEMENT MATERIALS (CONCRETE OR ASPHALT), OR OTHER WASTE MATERIALS SHALL BE

DONE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS AND CODES.

6. ALL DEWATERING COSTS ASSOCIATED WITH THE INSTALLATION AND CONSTRUCTION OF THE UNDERGROUND UTILITIES; STORM WATER PIPES AND MANHOLES; SANITARY SEWER MAINS; AND MANHOLES; AND STORM WATER MANAGEMENT SYSTEMS SHALL BE INCLUDED AS PART OF THE CONSTRUCTION BID COSTS. ALL PIPES SHALL HAVE 3 FEET MINIMUM COVER UNLESS OTHERWISE SPECIFIED IN PLANS. CONTRACTOR SHALL TAKE

CARE TO PROVIDE PROPER GRADE ELEVATIONS AND ALIGNMENTS.

EXISTING UTILITIES

1. THE LOCATION OF EXISTING UTILITIES AND STORM DRAINAGE INFRASTRUCTURE SHOWN ON THE PLANS HAS BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR THE ACCURACY OF THIS

INFORMATION. INDIVIDUAL SERVICE LINES ARE NOT SHOWN.

2. THE CONTRACTOR OR SUBCONTRACTOR SHALL NOTIFY THE OHIO UNDERGROUND PROTECTION (811) FORTY-EIGHT (48) HOURS IN ADVANCE OF ANY CONSTRUCTION ON THIS PROJECT. CONTRACTOR IS CAUTIONED THAT SOME UTILITIES ARE NOT MEMBERS OF OHIO UNDERGROUND PROTECTION AND PRIVATE UTILITIES ARE NOT LOCATED BY OHIO UNDERGROUND PROTECTION. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR MAINTAINING ACTIVE OHIO UNDERGROUND PROTECTION MARKINGS.

3. RESTORATION OR REPAIR OF ANY DISTURBED OR DAMAGED UTILITY OR STORMWATER INFRASTRUCTURE, WHETHER LOCATED BY OHIO UNDERGROUND PROTECTION OR NOT, SHALL BE AT THE CONTRACTOR'S

EXPENSE.

4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH THE OWNER OF THE UTILITY.

THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING UNDERGROUND UTILITIES WHETHER SHOWN ON THE PLAN OR LOCATED BY OHIO UNDERGROUND PROTECTION OR THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH THE PROPOSED CONSTRUCTION SHALL BE BROUGHT TO THE ATTENTION OF THE OHANG PRIOR TO INITIATION OF CONSTRUCTION. ANY FEES ASSOCIATED WITH UTILITY RELOCATIONS SHALL BE BORNE BY THE CONTRACTOR IN ACCORDANCE WITH RESPECTIVE UTILITY COMPANY STANDARDS. ANY DELAY OR INCONVENIENCE CAUSED BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL

TO THE CONTRACT.

5. A MINIMUM SEPARATION OF TWENTY-FOUR (24) VERTICAL INCHES IS REQUIRED AT ANY LOCATION WHERE A WATERLINE CROSSES A SANITARY SEWER LINE. IF THIS SEPARATION CANNOT FEASIBLY BE OBTAINED, THE LOWER OF THE TWO PIPES SHALL BE WRAPPED IN POLYETHYLENE AND ENCASED IN CONCRETE FIVE FEET

EACH SIDE OF CROSSING.

6. DUCTILE IRON PIPE SHALL BE ENCASED IN POLYETHYLENE TWENTY-FIVE (25) FEET ON EACH SIDE OF ANY PERPENDICULAR CROSSING OF A METALLIC GAS MAIN, OR WHEN PARALLEL TO AND WITHIN TEN FEET OF A METALLIC GAS MAIN OR OTHER CATHODICALLY PROTECTED PIPE, OR WHEN THE DUCTILE IRON PIPE IS IN THE

AREA OF INFLUENCE OF A CATHODIC PROTECTION ANODE BED.

GENERAL:

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT ALL REQUIRED PERMITS ARE OBTAINED BEFORE BEGINNING ANY CONSTRUCTION. NO CONSTRUCTION OR FABRICATION OF ANY ITEM SHALL BEGIN UNTIL THE CONTRACTOR HAS RECEIVED ALL PLANS AND ANY OTHER DOCUMENTATION FROM ALL OF THE PERMITTING AND ANY OTHER REGULATORY AUTHORITIES. ANY PENALTIES, STOP WORK ORDERS OR ADDITIONAL WORK RESULTING FROM THE CONTRACTOR BEING IN VIOLATION OF THE REQUIREMENTS

ABOVE, SHALL BE FULLY BORNE BY THE CONTRACTOR.

2. THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND, SHALL BE PLACED BENEATH THE PAVEMENT AND ITS EDGES PRIOR TO THE CONSTRUCTION OF THE PAVEMENT. THE PAVEMENT SHALL NOT BE CUT WITHOUT PRIOR APPROVAL OF THE CONTRACTING OFFICER.

3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE EXISTING SITE CONDITIONS OF SOIL PRIOR TO ISSUING OF THE NOTICE TO PROCEED, TO DETERMINE IF ANY OFF SITE MATERIALS WILL NEED TO BE

IMPORTED TO ACHIEVE THE GRADES SPECIFIED ON THE DRAWINGS.

4. ALL EXCESS SPOILS FROM SITE SHALL BE STOCKPILED BY THE CONTRACTOR.

5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLETE WORK ON DRAWINGS AND THE APPROPRIATE SPECIFICATIONS AS A UNIT. ANY OMISSIONS, DELETIONS, OR CONFLICTS ARISING AS A RESULT OF FAILURE TO INCORPORATE ALL DRAWINGS AND SPECIFICATIONS WHICH APPLY SHALL BE CORRECTED BY

THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND/OR COR.

6. ALL TREE CLEARING AND TREE DISPOSAL WITHIN THE LIMITS OF DISTURBANCE SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

7. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN TO THE OHANG FOR REVIEW. TRAFFIC

CONTROL MEASURES SHALL BE INCLUDED IN THE TRAFFIC CONTROL PLAN.

8. ALL PIPES SHALL BE TESTED PRIOR TO BEING ENCASED IN CONCRETE OR A THRUST BLOCK.

9. CONTRACTOR SHALL PROVIDE TEMPORARY RESTROOMS FOR ALL EMPLOYEES.

10. A MINIMUM 10-FOOT HORIZONTAL SEPARATION AND TWENTY-FOUR (24)-INCH VERTICAL SEPARATION MUST BE

MAINTAINED BETWEEN A POTABLE WATER LINE AND ANY OTHER PIPING.

11. ALL COORDINATES PROVIDED ON THE STRUCTURAL COORDINATE TABLES ARE GIVEN AT THE PROPOSED

GROUND LEVEL.

EARTHWORK, GRADING, STABILIZATION, PAVING AND DRAINAGE:

1. TOPSOIL IN AREAS OF EXCAVATION SHALL BE STRIPPED AND SEPARATELY STOCKPILED ON SITE FOR

FINISH LANDSCAPING AND/OR GRADING USE ONLY.

2. ALL DITCHES TO TOP OF BANK SHALL BE ARMORED WITH EROSION CONTROL BLANKET UNTIL SOD IS

PLACED, UNLESS OTHERWISE NOTED ON THE DRAWINGS.

3. THE CONTRACTOR SHALL STOCKPILE ALL TOPSOIL DURING CONSTRUCTION FOR PLACEMENT ON THE

SPOILS PILE AND REUSE ON-SITE.

4. ALL EROSION AND SEDIMENT CONTROL MEASURES SHOWN ARE A MINIMUM ONLY. IT IS THE

CONTRACTOR'S SOLE RESPONSIBILITY TO MEET ALL REQUIREMENTS OF OH EPA NPDES PERMIT.

PERMIT REQUIREMENTS:

1. SEDIMENT AND EROSION CONTROL MEASURES, SUCH AS CHECK-DAMS CONSTRUCTED OF ANY MATERIAL, SILT FENCING, HAY BALES, ETC. SHALL NOT BE PLACED WITHIN SURFACE WATERS, EITHER TEMPORARILY OR PERMANENTLY, WITHOUT PRIOR APPROVAL BY THE OHIO DEPARTMENT OF ENVIRONMENTAL MANAGEMENT.

ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE REMOVED AND NATURAL GRADE RESTORED WITHIN

THE COMPLETION TIMELINE OF THE ACTIVITIES.

R P

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Fi le

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US Army Corps of Engineers ®

E D

N N

C O

N O

. . PR

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PRELIMINARY

NOT FOR

CONSTRUCTION

PROJECT SPECIFIC NOTESPROJECT GENERAL NOTES

UTILITY CONTACT INFORMATION

ELECTRIC -

SOUTH CENTRAL POWER COMPANY

720 MILL PARK DRIVE

LANCASTER, OH 43130-7933

P.O.BOX 182058

COLUMBUS, OH 43218-2058

PHONE 1.800.282.5064

GAS-

COLUMBIA GAS OF OHIO

P.O.BOX 2318

COLUMBUS, OH 43216-2318

CUSTOMER SERVICE 1.800.344.4077

WATER & SEWER

THE CITY OF COLUMBUS

DEPARTMENT OF PUBLIC UTILITIES

910 DUBLIN RD.

COLUMBUS, OH 43215-1169

CUSTOMER SERVICE 614.

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 Aug 4, 2025.