W912QR20R0067Plans-0000.pdf

PDF 26 MB Posted Jul 24, 2020

Attached to: Renovation of Building 4828 located at Seymour Johnson ARB, NC
Solicitation number: W912QR20R0067
Issued by: Department of the Army Corps of Engineers Engineering District Louisville

About this file

Written by GovTribe AI · Dec 27, 2023

This document outlines a federal contract opportunity from the Department of the Army Corps of Engineers Engineering District Louisville to renovate Building 4828 located at Seymour Johnson Air Force Base in North Carolina. The project will convert an existing aircraft maintenance hangar into an Alternate Mission Equipment storage building through interior and exterior renovations. Interior work will include immobilizing the existing hangar doors, adding new doors, and coating floors with non-slip paint to accommodate storage of aircraft parts, pallets, engines, and vehicles. Exterior renovations will comprise siding and roof replacement and providing positive site drainage. The work must meet Department of Defense antiterrorism standards and incorporate applicable Air Force and high-performance green building objectives. The contract duration is 547 calendar days from the notice to proceed.

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Other files

File	Type	Posted
W912QR20R0067-0002.pdf	PDF	Aug 21, 2020
W912QR20R0067-0001.pdf	PDF	Aug 6, 2020
W912QR20R0067FFE-0000.pdf	PDF	Jul 24, 2020
W912QR20R0067Specs-0000.pdf	PDF	Jul 24, 2020

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x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x

F x x x x x x x x

SEYMOUR JOHNSON AFB FIRE STATION

BUILDING 4828

OAK FOREST GATE - ALL

COMMERCIAL VEHICLES

VISITOR'S CENTER

MAIN ENTRY GATE

HAUL ROUTE

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BUILDING 4828

US Army Corps of Engineers ®

SHEET ID

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US Army Corps of Engineers ®

CONTRACT NO.:

ISSUE DATE:

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P2#: 470828

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W912QR18D0010

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CERTIFIED FINAL DESIGN

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LOUISVILLE DISTRICT

SEYMOUR JOHNSON AFB, NC

ADAL KC-46A B4828 RENOVATION

01/31/2020

VKAG159026

CERTIFIED FINAL DESIGN

1/32" = 1'-0"1 VICINITY MAP - SEYMOUR JOHNSON AFB

1" = 50'-0"2 VICINITY MAP - B4828

PLAN NORTH

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24 July 2020

W912QR20R0067

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US Army Corps of Engineers ®

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ABBREVEATIONS

ABBR DESCRIPTION

REINF REINFORCED, REINFORCING

REQ'D REQUIRED

RES RESILIENT

REV REVISION

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RL RAIN LEADER

RM ROOM

ROW RIGHT OF WAY

RTU ROOFTOP UNIT

RUB RUBBER

S SOUTH

S/A SUPPLY AIR

SC SEALED CONCRETE

SCHED SCHEDULE

SE SOUTHEAST

SECT SECTION

SF SQUARE FOOT

SPECS SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STND STAINED

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SOUTHWEST

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THK THICK, THICKNESS

TO TOP OF

TOC TOP OF CONCRETE

TOR TOP OF ROOF

TOR(C-R-S-W) TOP OF EXISTING (SEE BELOW)

TOS TOP OF STEEL

TOW TOP OF WALL

TS TRANSPARENT

TYP TYPICAL

UC UNDERCUT

UH UNIT HEATER

UNFIN UNFURNISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VB VAPOR BARRIER

VCT VINYL COMPOSITE TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W WIDTH, WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET, WALL COVERING

WD WOOD

WGL WIRE GLASS

WH WATER HEATER

WP WATERPROOFING

WT WEIGHT

WWM WELDED WIRE MESH

ABBREVEATIONS

ABBR DESCRIPTION

LHR LEFT HAND REVERSE

LIN LINOLEUM

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LT LIGHT

LTL LINTEL

LVR LOUVER

LW LIGHTWEIGHT

M METER

MAINT MAINTENANCE

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MET METAL

MEZZ MEZZANINE

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRRIOR

MISC MISCELLANEOUS

MN MILLIMETER

MO MOUNT

MO MOUNTING

MTG MASONARY OPENING

MTL MATERIAL

MULL MULLION

N NORTH

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NW NORTHWEST

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OTO OUT-TO-OUT

PC PRECAST

PDB PARTICLE BOARD

PERF PERFORATED

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLMB PLUMBING

PLWD PLYWOOD

PLYWD PLYWOOD

PM PRESSED METAL

PNL PANEL

PNT(D) PAINT(ED)

POL POLISHED

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

QT QUARRY TILE

R RADIUS, RISER

R/A RETURN AIR

RB RESILIENT BASE

RD ROOF DRAIN

REF REFERENCE

ABBREVEATIONS

ABBR DESCRIPTION

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER IN CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FL FLOOR, FLOORING

FO FACE OF

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FOS FACE OF STUDS

FP FIREPROOF

FR FIRE RATED

FRP FIBERGLASS REINFORCED PLASTIC

FRT FIRE RETARDAINT TREATED

FS FULL SIZE

FT FOOT, FEET

FTG FOOTING

FURN FURNISH

FUT FIELD VERIFY

FV FUTURE

G GAS

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GCMU GLAZED CONCRETE MASONRY UNIT

GD GRADE

GFRC GLASS FIBER REINFORCED CONCRETE

GFRG GLASS FIBER REINFORCED GYPSUM

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

HC HANDICAPPED, HOLLOW CORE

HD HAND

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HK HOOK(S)

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT, HORSE POWER

HR HOUR

HS HEAT STRENGTHENED

HT HEIGHT

HVAC HEATING VENTILATING AIR CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JC JANITOR CLOSET

JST JOIST

JT JOINT

KD KNOCKDOWN

KG KILOGRAM

KIT KITCHEN

KO KNOCKOUT

KS KNEE SPACE

L LONG, LENGTH

LAB LABORATORY

LAV LAVORATORY

LB LOAD BEARING

LBS POUNDS

LEV LEVEL

LH LEFT HAND

ABBREVEATIONS

ABBR DESCRIPTION

& AND

@ AT

A/C AIR CONDITIONING

AB ANCHOR BOLT

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

AD AREA DRAIN

AFF ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AV AUDIO VISUAL

AVG AVERAGE

BD BOARD

BEJ BRICK EXPANSION JOINT

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BRK BRICK

BSMT BASEMENT

BTW BETWEEN

BUR BUILT-UP ROOF

CAB CABINET

CB CATCH BASIN

CF CUBID FEET

CFM CUBIC FEET PERMINUTE

CFMF COLD - FORMED METAL FRAMING

CJ CONTROL JOINT

CL CENTERLINE

CL CEILING

CLOS CLOSET

CM CENTIMETER

CMU CONCRETE MASONERY UNIT

CO CLEAR OPENING, CLEAROUT

COL COLUMN

CONC CONCRETE

CONF CONFERENCE

CONST CONSTRUCTION

CONT CONTINUES

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CW CHILLER WATER

CY CUBIC YARD

D DEEP

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG(S) DRAWING(S)

E EAST

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELEVATION

ELEV EQUIPMENT

EQ EYE WASH, EACH WAY

EQUIP EQUAL

EW EYE WASH, EACH WAY

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

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XX000

DRAWING TITLE / NAME/ DESCRIPTION

DRAWING NUMBER ON SHEET

DRAWING SCALE

ANNOTATION CALLOUTS/DRAWING SYMBOLS

1 Ref

R ef

1Ref

R ef

1 View Name 1/8" = 1'-0"

View Name

1/8" = 1'-0"XX000

1 DRAWING TITLE / NAME/ DESCRIPTION

DRAWING SHEET REFERENCE

DRAWING SCALE

DRAWING NUMBER ON SHEET

ELEVATION NUMBER

DRAWING NUMBER ON SHEET

INTERIOR ELEVATION

DRAWING NUMBER ON SHEET

ELEVATION NUMBER

DRAWING NUMBER ON SHEET

EXTERIOR ELEVATION1

XX000

SIM

XX000

DRAWING NUMBER ON SHEET

DRAWING SHEET REFERENCE

SECTION

XX000

SIM ENLARGED PLAN / DETAIL CALLOUT

DRAWING SHEET REFERENCE

DRAWING NUMBER ON SHEET

1 REVISION TAG

NORTH ARROW WITH

TRUE NORTH INDICATION

Name Elevation

Room name

101 ROOM TAG

SPOT ELEVATION

LEVEL NAME / ELEVATION

SPOT ELEVATION

PLAN NORTH

SHEET NUMBERING SYSTEM

XX000

DISCIPLINE DESIGNATOR

DISCIPLINE MODIFIER

SHEET TYPE DESIGNATOR

REFER TO USACE / NCS STANDARDS FOR PROPER SHEET NUMBERING

SHEET SEQUENCE NUMBER

SHEET LEVEL

SHEET SECTOR

US Army Corps of Engineers ®

SHEET ID

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0800 - ARCHITECTUAL

AD101 DEMOLITION PLAN AREA A

AD102 DEMOLITION PLAN AREA B

AD103 DEMOLITION PLAN AREA C

AD200 COMPOSITE DEMOLITION ROOF PLAN

A-110 RENOVATION COMPOSITE PLAN

A-111 RENOVATION PLAN AREA A

A-112 RENOVATION PLAN AREA B

A-113 RENOVATION PLAN AREA C

A-121 COMPOSITE ROOF PLAN

A-122 ROOF PLAN AREA A

A-123 ROOF PLAN AREA B

A-124 ROOF PLAN AREA C

A-200 BUILDING ELEVATIONS

A-201 BUILDING ELEVATIONS

A-202 BUILDING ELEVATIONS

A-310 WALL SECTIONS

A-311 ROOF DETAILS

A-400 ENLARGED PLANS

A-510 DETAILS

A-601 DOOR SCHEDULE

A-700 REFLECTED CEILING PLAN AREA A

A-701 REFLECTED CEILING PLAN AREA B

A-702 REFLECTED CEILING PLAN AREA C

0900 - INTERIORS

I-211 FURNITURE PLAN AREA A

I-212 FURNITURE PLAN AREA B

I-213 FURNITURE PLAN AREA C

I-601 ROOM FINISH SCHEDULE & LEGEND

1100 - FIRE PROTECTION

FA001 FIRE ALARM AND MNS LEGEND AND NOTES

FA100 FIRE ALARM AND MNS DEMOLITION FLOOR PLAN

FA111 FIRE ALARM AND MNS FLOOR PLAN

FA600 FIRE ALARM AND MNS RISER DIAGRAM

FA601 FIRE ALARM AND MNS ACTION MATRIX

FX001 FIRE SUPPRESION NOTES AND DETAILS

FX100 FIRE SUPPRESSION DEMOLITION FLOOR PLAN

FX111 FIRE SUPPRESSION FLOOR PLAN

1400 - MECHANICAL

M-001 LEGEND AND ABBREVIATIONS

MD101 MECHANICAL DEMOLITION PLAN

M-111 MECHANICAL PLAN

M-601 MECHANICAL SCHEDULES

1500 - ELECTRICAL

E-001 NOTES, SYMBOLS & ABBREVIATIONS

ED110 OVERALL ELECTRICAL DEMOLITION PLAN

E-111 POWER PLAN AREA A

E-112 POWER PLAN AREA B

E-113 POWER PLAN AREA C

E-120 OVERALL LIGHTING PLAN

E-131 LIGHTNING PROTECTION PLAN

E-501 DETAILS

E-601 SCHEDULES

E-701 ELECTRICAL RISER DIAGRAM

1600 - TELECOMMUNICATIONS

T-001 NOTES, SYMBOLS & ABBREVIATIONS

T-113 COMMUNICATIONS PLAN AREA C

T-501 DETAILS

SHT No SHEET NAME

0000 - GENERAL

G-001 COVER SHEET

G-002 ABBREVIATIONS

G-004 DRAWING INDEX AND SYMBOLS

GI001 LIFE SAFETY CODE ANALYSIS

GI110 LIFE SAFETY FLOOR PLAN

GI111 SITE FIRE PROTECTION PLAN

GI112 STORAGE PLAN

0600 - CIVIL

V-001 EXISTING CONDITIONS SITE PLAN

C-021 EROSION CONTROL

C-031 DEMOLITION PLAN - WEST

C-032 DEMOLITION PLAN - EAST

C-041 GRADING PLAN - WEST

C-042 GRADING PLAN - EAST

C-051 RESTORATION PLAN - WEST

C-052 RESTORATION PLAN - EAST

C-061 CIVIL DETAILS

C-071 CONSTRUCTION OPERATIONS PLAN NOTES

0700 - STRUCTURAL

S-201 OVERHEAD DOOR ELEVATION AND SECTIONS

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INTERIOR FINISH CLASSIFICATION LIMITS (NFPA 101 TABLE A.10.2.2)

OCCUPANCY EXITS EXIT ACCESS CORRIDORS OTHER SPACES

BUSINESS

(WALLS &

CEILINGS)

BUSINESS

(FLOOR

FINISHES)

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

I OR II NO RESTRICTION FOR

FULLY SPRINKLERED

NOTES:

1. THE MOST STRINGENT SHALL APPLY FOR THE EXITS AND EXIT ACCESS AS THEY

ARE INTERMINGLED WITH ASSEMBLY AND BUSINESS.

2. CLASS A = FLAME SPREAD 0-25, SMOKE DEVELOPED INDEX 0-450

3. CLASS B = FLAME SPREAD 26-75, SMOKE DEVELOPED INDEX 0-450

4. CLASS C = FLAME SPREAD 76-200, SMOKE DEVELOPED INDEX 0-450

5. CLASS I INTERIORS CRITICAL RADIANT FLUX, NOT LESS THAN 0.45 W/cm²

6. CLASS II INTERIORS CRITICAL RADIANT FLUX, NOT MORE THAN 0.22 W/cm² , BUT

NOT LESS THAN 0.45 W/cm²

MAXIMUM DISTANCE LIMITS, FEET (NFPA 101 TABLE A.7.6)

NFPA 101 TABLE §7.3.1.2

0.2"/PERSON

150 FT² GROSS

NOT LESS THAN TWO SEPARATE MEANS OF EGRESS SHALL

BE ACCESSIBLE FROM EVERY PART OF EVERY STORY.

ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED. TWO

MEANS OF EGRESS SHALL BE PROVIDED EXCEPT FOR WHERE

SINGLE EXITS ARE ALLOWED ABOVE.

NOTES:

1. THE BUILDING IS FULLY SPRINKLERED

2. THE BUILDING HAS A 100% FRONTAGE INCREASE

ACCESSIBLE MEANS OF EGRESS:

MINIMUM NUMBER OF EXITS REQUIRED:

GENERAL:

UNIFIED FACILITIES CRITERIA (UFC)

UFC 1-200-01: DESIGN: GENERAL BUILDING REQUIREMENTS (CHANGE 2, 01 NOV 2018)

UFC 3-600-01: FIRE PROTECTION ENGINEERING FOR FACILITIES (CHANGE 2, 25 MARCH 2018) UFC 4-010-01: DEPARTMENT OF DEFENSE MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (CHANGE 1, 1 OCTOBER 2013)

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

UFC 4-440-01 WAREHOUSES AND STORAGE FACILITIES (01 OCTOBER 2014)

INTERNATIONAL CODE COUNCIL (ICC)

INTERNATIONAL BUILDING CODE, 2015 (WITH UFC 1-200-01 AMENDMENTS)

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 1, FIRE CODE, 2015

NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2019

NFPA 70, NATIONAL ELECTRIC CODE, 2017

NFPA 72, NATIONAL FIRE ALARM CODE, 2019

NFPA 80, STANDARD FOR FIRE DOORS AND FIRE WINDOWS, 2016

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS, 2018 (SYSTEMS) NFPA 90B, STANDARD FOR THE INSTALLATION OF WARM AIR HEATING AND AIR-CONDITIONING SYSTEMS, 2018(PENETRATIONS)

NFPA 101, LIFE SAFETY CODE, 2018

ADDITIONAL CODE INFORMATION

UFC 3-600-01 SUPPLEMENTS THE REQUIREMENTS LISTED IN UFC 1-200-01. UFC 3-600-01 SUPERSEDES NFPA AND OTHER INDUSTRY STANDARDS, 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.

ALLOWABLE BUILDING HEIGHT AND FLOOR AREA:

STORY LIMITATIONS, STORIES (TABLE 504.4)

HEIGHT LIMITATIONS, FT (TABLE 504.3)

AREA SPRINKLERED (TABLE 506.2) (NOTE 1)

FRONTAGE INCREASE ( 506.3.3)

AREA LIMITATION, SF

IBC 2015 BUILDING - LIMITATION CRITERIA

TYPE OF CONSTRUCTION:

TYPE II B

OCCUPANCY

ACTUAL

DESIGN

BUSINESS

STORAGE

MINIMUM EGRESS WIDTH PER PERSON SERVED:

LEVEL COMPONENT & RAMPS

STORAGE, SPRINKLERED 400

TRAVEL

EGRESS REQUIREMENTS:

OCCUPANT LOAD FACTORS:

IBC - 602.2

NOT REQUIRED FOR FULLY SPRINKLERED BUILDINGS.

DEAD END

COMMON

FIRE EXTINGUISHERS:

ALLOWABLE AREA

BUILDING CODE AND LIFE SAFETY ANALYSIS

IBC OCCUPANCY CLASSIFICATION: MIXED USE, NON-SEPARATED STORAGE (S-1) AND INCIDENTAL BUSINESS

NFPA 101 OCCUPANCY CLASSIFICATION: NEW STORAGE AND INCIDENTAL BUSINESS

64 OCCUPANTSCALCULATED OCCUPANT LOAD

26,397 SF

47'-11"

LENGTHOCCUPANCY PATH DISTANCE

500 FT² GROSS

UNPROTECTED NON COMBUSTIBLE, TYPE IIB / TYPE II (000)

FIRE RESISTIVE RATING REQUIREMENTS FOR BUILDING ELEMENTS:

STRUCTURAL FRAME (INCLUDING COLUMNS, GIRDERS, AND TRUSSES)

FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS & JOISTS)

TYPE OF CONSTRUCTION:

BEARING WALLS - EXTERIOR

BEARING WALLS - INTERIOR

NONBEARING WALLS & PARTITIONS - EXTERIOR

NONBEARING WALLS & PARTITIONS - INTERIOR

0 HR

0 HR*

ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS & JOISTS) 0 HR

TABLE 602

IBC

APPLICABLE CODES:

OCCUPANCY:

CONSTRUCTION TYPE:

EXISTING FIRE BARRIERS

THE EXISTING 2-HOUR FIRE RATED BARRIER WILL BE

"DECOMMISSIONED" FOR THIS PROJECT. THE BARRIER IS NO

LONGER NEEDED FOR THE STORAGE OCCUPANCY. DUE TO THE

LIFELONG COST REQUIRED TO MAINTAIN A 2-HOUR FIRE BARRIER,

IT SHALL NO LONGER BE REQUIRED. THEREFORE, NO ACTION

REQUIRED BY CONSTRUCTION CONTRACTOR.

MIN. 1-HOUR FIRE RATED WALL IS REQUIRED BETWEEN OFFICES

AND WAREHOUSE / STORAGE AREA.

INTERIOR FINISHES

(SEE SHEET GI110 FOR OCCUPANT LOAD CALCULATIONS)

(SEE GI110 FOR DOOR WIDTH CALCULATIONS)

DOOR SWING REQUIREMENTS:

DOORS SHALL SWING IN THE DIRECTION OF EGRESS

TRAVEL WHEN SERVING A ROOM OR AREA WITH AN

OCCUPANT LOAD OF 50 OR MORE.

NO AREA SERVES MORE THAN 50 PERSONS. THE DOOR

SWING REQUIREMENTS ARE NOT APPLICABLE TO THIS

BUILDING.

EXISTING FIRE ALARM SYSTEM WILL BE MODIFIED FOR CHANGE IN OCCUAPANCY.

1. MONITOR SPRINKLER SYSTEM FLOW AND

TAMPER SWITCHES

2. MANUAL PULL STATIONS.

3. DUCT DETECTION

4. SMOKE ABOVE FIRE ALARM PANEL

5. PROVIDE AUDIBLE FIRE ALARM AND MNS VOICE

EVACUATION MESSAGES

6. PROVIDE FIRE ALARM AND MNS VISUALS.

FIRE ALARM AND MASS NOTIFICATION SYSTEM:

EXISTING BUILDING WERE FULLY SPRINKLERED. EXISTING SPRINKLER SYSTEMS IN HANGAR BAY AREA WILL BE DEMOLISHED AND PROVIDE NEW SPRINKLER SYSTEMS FOR CHANGE OF OCCUPANCY. EXISTING SPRINKLER SYSTEM IN OFFICE AREA WILL REMAIN. ALL SPRINKLER SYSTEM WILL BE IN ACCORDANCE WITH NFPA 13

AND UFC 3-600-01.

FIRE SPRINKLER SYSTEM:

EMERGENCY LIGHTING:

STORAGE

S-1

75'-0"

83,125

70,000

13,125

FOR ORDINARY HAZARD STORAGE OCCUPANCIES, EXIT

ACCESS SHALL BE PERMITTED TO INCLUDE A SINGLE EXIT

PATH FOR THE DISTANCES PERMITTED BY COMMON PATHS OF

TRAVEL

NUMBER OF MEANS OF EGRESS:

NFPA 101 §7.4

NFPA 101 TABLE §7.3.3.1

NFPA 101 §7.2.1.4.2

NFPA 101 §7.5.4.1

NFPA 101 §7.5.4.2

NFPA 101 §7.5.4.4

UFC 3-600-01 §9.17

NFPA 101 §40.2.9.2

NFPA 101 §42.2.4.1

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018

NFPA 24, INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THER APPURTENANCES, 2016

* THE EXISTING COLUMNS ARE COVERED WITH FIRE PROOFING WHICH WILL BE REMOVED AS PART OF THIS PROJECT.

SPRINKLER DESIGN DEMAND FOR NEW SYSTEM IN HANGAR BAY FOR STORAGE

HAZARD CLASSIFICATION

DESIGN

CEILING

HEIGHT

(FT AFF)

CEILING HEIGHT

≤35 FT

K-FACTOR

SINGLE-, DOUBLE-AND

MULTIPLE-ROW RACK CLASS I

THROUGH CLASS IV (NO OPEN-

TOP CONTAINERS)

NFPA 13 (2019) TABLE 23.5.1

PALLETIZED AND SOLID-PILED

STORAGE CLASS I THROUGH

CLASS IV COMMODITIES. (NO

OPEN-TOP CONTAINERS)

NFPA 13 (2019) TABLE 23.3.1

ALLOWED

STORAGE

HEIGHT (FT AFF)

31 FT 28 FT

12 ESFR

SRPINKLERS

@ 52 PSI

K-16.8 ESFR

SPRINKLER

STORAGE ARRANGEMENT/COMMIDITY

EXPOSED,

NONEXPANDED

PLASTIC

ENCAPSULATED &

NONENCAPSULATED

PALLETIZED AND SOLID-PILED

STORAGE OF GROUP A

PLASTIC COMMODITIES. (NO

OPEN-TOP CONTAINERS)

NFPA 13 (2019) TABLE 23.4.2

ENCAPSULATED &

NONENCAPSULATED

ILLUMINATION OF MEANS OF EGRESS: NFPA 101: 7.9 &

CHAPTER 42

1 FT-CANDLE (FC) REQUIRED - AVERAGE FC = 50.4, MIN FC = 9.6,

AVG/MIN FC = 5.21, MAX/MIN FC = 7.17.

LIGHTING FOR THE OFFICE AREAS AND SUPPORTING UTILITY ROOMS

WERE NOT PART OF THIS SCOPE.

EMERGENCY LIGHTING IS REQUIRED.

MARKING OF MEANS OF EGRESS: NFPA 101: 7.10 &

CHAPTERS 42

REQUIRED - EXIT DOOR TACTILE SIGNAGE & DIRECTIONAL ILLUMINATED

EGRESS SIGNAGE; PROVIDED - EXIT DOOR TACTILE SIGNAGE &

DIRECTIONAL ILLUMINATED EGRESS SIGNAGE.

EMERGENCY LIGHTING - SHALL BE ILLUMINATED IN ACCORDANCE

WITH SECTION 7.8 OR WITH NATURAL LIGHTING THAT PROVIDES

THE REQUIRED LEVEL OF ILLUMINATION IN STRUCTURES OCCUPIED

ONLY DURING DAYLIGHT HOURS.

PROVIDED - A MINIMUM OF 1 FT-CANDLE MEASURED ALONG THE

PATH OF EGRESS AT FLOOR LEVEL

FIRE DAMPERS: NFPA 90A: 5.3.1, 5.4.1 & 5.4.2

NO RATED FIRE BARRIERS PROVIDED, NO FIRE DAMPERS NEEDED.

SMOKE DAMPERS: IBC: SECTION 716

NFPA 90A: 4.3.10.2, 5.3.5.1

NO SMOKE BARRIERS PROVIDED, NO SMOKE DAMPERS NEEDED.

UFC 3-600-01: 6-30

IBC CHAPTER 30

NO ELEVATORS INCLUDED IN THIS SCOPE. ASME A17.1 AND NFPA 13

UFC 3-600-01: 2-9

NO ROOF ACCESS REQUIRED. IBC CHAPTER 1009.13

ELEVATOR:

DUCT SMOKE DETECTORS: NFPA 90A: 6.4.2.1

NO AIR HANDLING UNITES WERE INCLUDED IN THIS SCOPE OF WORK.

NO DUCT DETECTORS REQUIRED.

ROOF ACCESS:

FIRE WATER SUPPLY:

1. FIRE WATER SUPPLY IS PROVIDED BY FIRE PUMP SYSTEM.

2. THE FIRE PUMP CURVES WERE UTILIZED FOR THE DESIGN OF THIS SPRINKLER SYSTEM. A 500,000 EXISTING

WATER TANK IS PROVIDED THAT SERVES THE EXISTING HANGARS.

3. REFER TO SHEET GI111 FOR MORE INFORMATION ABOUT TANK AND FIRE PUMP.

FIRE DEPT VEHICLE ACCESS: UFC 3-600-01: 2-10; NFPA 1: 3.5

FIRE DEPARTMENT ACCESS IS PROVIDED WITHIN 33' OF THE FRONT ENTRANCE OF THE FACILITY AT THE SOUTH

SIDE OF THE FACILITY AND AT THE NORTH SIDE OF THE FACILITY.

FIRE HYDRANT INSTALLATION: UFC 3-600-01: 3-7.3

ADEQUATE FIRE HYDRANT SPACING IS PROVIDED. REFER TO FIRE PROTECTION SITE PLAN IN CONTRACT

DOCUMENTS FOR DETAILED DESCRIPTION AND LOCATION OF FIRE HYDRANTS.

HAZARDOUS LOCATIONS IN COMMERCIAL GARAGES: NFPA 70: NEC ARTICLES 500 & 511

THIS IS NOT A COMMERCIAL GARAGE. NO PROVISIONS REQUIRED.

KITCHEN COOKING EXHAUST EQUIPMENT: NFPA 101: 9.2.3, CHAPTERS 12-42

NFPA 96

NOT APPLICABLE.

HOSE

ALLOWANCE

250 GPM;

NFPA 13

TABLE 20.12.2.6

EXISTING SPRINKLER DESIGN DEMAND (NO MODIFICATION TO THE SYSTEM)

AREA SYSTEM TYPECEILING HEIGHT

(FT AFF)

PROTECTION SYSEM PROVIDED

OFFICE AREA LESS THAN 30 FT 0.10 GPM @ 3,000 SF

HOSE 250 GPM

STORAGE ROOM, MECHANICAL

& SPRINKLER RISER ROOM

AND TOOL ROOM

0.20 GPM @ 3,000 SF

HOSE 250 GPM

HAZARD

CLASSIFICATION

LIGHT

DENSITY/REMOTE

AREA CALCULATED

LESS THAN 30 FT WET ORDINARY

EXISTING HANGAR BAY AREA

AT ROOF LEVEL

(AFTER RENOVATION IT WILL

BE NEW ATTIC AREA)

0.16 GPM @15,000 SF

HOSE 500 GPM

SPECIAL HAZARD

MORE THAN 30 FT

& LESS THAN 60 FT

WET

UFC 3-600-01 SECTION 4-44.5.2.2

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STORAGE

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STORAGE

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THE TWO HOUR FIRE RATED BARRIER IS NOT

REQUIRED FOR A STORAGE OCCUPANCY. THIS

BARRIER IS TO BE "DECOMISSIONED" UNDER

THIS PROJECT. ALL FIRE RATED PENETRATIONS

AND DOORS ARE NO LONGER REQUIRED

ALTHOUGH MAY BE LEFT IN PLACE AS-IS.

THEREFORE, NO ACTION REQUIRED BY

CONSTRUCTION CONTRACTOR

MIN. ONE HOUR FIRE RATED BARRIER IS REQUIRED

PER UFC 3-600-01 SECTION 4-44.5.2.2.

THE EXISTING TWO HOUR FIRE RATED BARRIER TO

BE LEFT IN PLACE AS-IS. THEREFORE, NO ACTION

REQUIRED BY CONSTRUCTION CONTRACTOR

1-HOUR FIRE BARRIER IS REQUIRED

( EXISTING 2 HOUR FIRE RATED BARRIER

USED AS 1-HOUR FIRE RATED BARRIER

FOR THIS PROJECT)

FIRE RATED WALL SYMBOLOGY

EXIT ACCESS TRAVEL PATH

TD=EXIT TRAVEL DISTANCE

CP=COMMON PATH OF TRAVEL

DEAD END DISTANCE

ACCESSBILE ENTRANCE/EXIT

EXIT LIGHT CEILING MOUNT ("E" DENOTES

EXISTING)

EXIT LIGHT WALL MOUNT ("E" DENOTES

EXISTING)

LIFE SAFETY LEGEND

OCCUPANCY CLASSIFICATION

NFPA 101: STORAGE

IBC: STORAGE

MODERATE-HAZARD (S-1)

NFPA 101: INCIDENTAL BUSINESS

IBC: INCIDENTAL BUSINESS

EXIT LOCATION

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LIFE SAFETY FLOOR PLAN

SCALE IN FEET - 3/32" = 1'-0"

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

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KEYPLAN

OCCUPANT LOAD CALCULATIONS

STORAGE AREA 100

22,260 SF/500 PER/SF = 45 PERSONS

MECH/SPRK, VESTIBULE,STORAGE (EAST)

1,978 SF/500 PER/SF = 4 PERSONS

WEST OFFICE AREA

2,159 SF/150 PER/SF = 15 PERSONS

DOOR WIDTH CALCULATIONS FOR STORAGE AREA

46 OCCUPANTS (0.2"/OCCUPANT) = 9.2"

A QTY OF 6, 34" CLEAR WIDTH DOORS PROVIDED IN

THIS AREA.

DOOR WIDTH CALCULATIONS FOR OFFICE AREA

15 OCCUPANTS (0.2"/OCCUPANT) = 3"

A QTY OF ONE, 34" CLEAR WIDTH DOORS PROVIDED

AT ENTRANCE AND ONE 72" DOUBLE DOOR PROVIDED

INTO STORAGE AREA 100.

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FIRE WATER TANK

FIRE PUMP ROOM

(THERE ARE DUAL ELECTRIC PUPMS RATED 2500 GPM @140 PSI;

AND DUAL DIESEL FIRE PUMPS RATED 25,00 GPM @140 PSI.)

4814 4810

10074

345 FT

312 FT

292 FT

WALL MOUNTED EXISTING FIRE DEPARTMENT

CONNECTION

EXISTING FIRE HYDRANTS

FIRE HYDRANT TO BUILDING DISTANCE (FT)

LEGEND:

XX FT

KEYED NOTES :

THERE ARE 4 FIRE PUMPS IN THE FIRE PUMP ROOM:

2 ELECTRICAL MOTOR DRIVEN FIRE PUMPS: RATED

2500 GPM @ 140 PSI.

2 DIESEL ENGINE DRIVEN FIRE PUMPS: RATED 2500

GPM @140 PSI.

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SITE FIRE PROTECTION PLAN

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60' 30' 0' 60' 180'120'

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STOCK ROOM

MECHANICAL &

SPRINKLER ROOM

STORAGE

STORAGE AREA

STORAGE

STORAGE AREA

SEAT PALLETS

AIR

TRANSPORTABLE

GALLEY LAVATORYS

STORAGE TYPE:

AIR TRANSPORTABLE

GALLEY LAVATORY (ATGL)

88"X108"X70"-80" (WXDXT)

SEAT PALLETS

88"X108"X48" (WXDXT)

MISC ENGINES AND PARTS ON

FLOOR OR PALLETS UNDER 12 FT

88"

108"88"

1ST FLOOR

100' - 0"M

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FOR BOTH RACKS

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STORAGE PLAN

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

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PLAN NORTH

NOT IN SCALE2

SEAT PALLETS

NOT IN SCALE3

AIR TRANSPORTABLE GALLEY LAVATORY (ATGL)

3/32" = 1'-0"4

RACK STORAGE

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M x x x x x x x x x x x x x x x x x x x x x x x x x

BUILDING 4817

BUILDING 4828

T R

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BUILDING 4820

19" TREE

(PROTECT AT

ALL TIMES)

4' BLOCK WALL

8' METAL FENCE

1' WIDE CONC.

8' BLOCK WALL

7' CHAIN LINK FENCE

MANHOLE

RIM ELEV. = 101.47'

8" VCP (N) INV. = 97.67'

8" PVC (E) = 97.42'

SANITARY MANHOLE

(TO BE REMOVED)

RIM ELEV. = 101.58'

8" PVC (E) INV. = 93.61'

8" PVC (W) INV. = 93.61'

SANITARY MANHOLE

(TO BE REMOVED)

RIM ELEV = 101.70'

BOTTOM ELEV. = 91.00'

MANHOLE

RIM ELEV. = 101.06'

BOTTOM ELEV. = 94.16'

INLET (TO BE REMOVED

AND REPLACED)

GRATE ELEV. = 99.86'

8" VCP (N) INV. = 96.81'

15" RCP (SW) INV. = 96.81'

MANHOLE

RIM ELEV. = 101.30'

12" PVC (N) INV. = 94.65'

12" PVC (W) INV. = 94.45'

MANHOLE

RIM ELEV. = 101.25'

12" PVC (N) INV. = 94.90'

12" PVC (S) INV. = 94.90'

SANITARY MANHOLE

RIM ELEV. = 101.15'

6" PVC (NE) INV. = 96.85'

8" PVC (S) INV. = 95.35'

SANITARY MANHOLE

RIM ELEV. = 101.30'

8" PVC (N) INV. = 95.35'

6" PVC (SE) INV. = 97.25'

8" PVC (S) INV. = 95.20'

SANITARY MANHOLE

RIM ELEV. = 100.43'

10" PVC (E) = 95.55'

8" VCP (W) = 95.54'

24" TREE

20" TREE

16" TREE

22" TREE

20" TREE

22" TREE

SANITARY MANHOLE

RIM ELEV. = 100.56'

8" PVC (N) INV. = 95.46'

10" PVC (W) = 95.44'

12" RCP INV. = 97.77'

(TO BE REMOVED AND

REPLACED)

12" RCP INV. = 97.56'

(TO BE REMOVED AND

REPLACED)

12" CPP INV. = 97.26'

(TO BE REMOVED AND

REPLACED )

12" CPP INV. = 97.15'

(TO BE REMOVED AND

REPLACED)

SANITARY MANHOLE

RIM ELEV. = 101.33'

12" PVC (N) INV. = 95.88'

12" PVC (S) INV. = 95.88'

SANITARY MANHOLE

RIM ELEV. = 99.84'

BOTTOM ELEV. = 95.59'

SANITARY MANHOLE

(TO BE REMOVED)

RIM ELEV. = 101.53'

8" PVC (E) INV. = 93.71'

8" PVC (W) INV. = 93.71'

SANITARY MANHOLE

(TO BE REMOVED)

RIM ELEV. = 101.22'

BOTTOM ELEV. = 91.17'

8' BLOCK WALL

7' CHAIN LINK FENCE

1' WIDE CONC.

4' BLOCK WALL

SANITARY MANHOLE

RIM ELEV. = 100.37'

4" VCP (W) INV. = 96.35'

8" VCP (E) INV. = 95.82'

8" VCP (N) INV. = 95.77'

24" TREE

SANITARY MANHOLE

RIM ELEV. = 101.85'

8" DIP (N) INV. = 96.38'

8" DIP (S) INV. = 96.38'

SANITARY MANHOLE

RIM ELEVATION = 101.01'

8" VCP (N) INV. = 96.66'

15" PVC (S) INV. = 96.61'

MANHOLE

GRATE ELEV. = 97.16'

10" PVC (SW) INV. = 95.95'

MANHOLE

GRATE ELEV. = 99.33'

15" CPP (SE) INV. = 96.93'

STEPS

RAMP

8' METAL FENCE

1' WIDE CONC.

10" TREE

5" TREE

6" TREE

FOUR (4) -

4" TREES

8" TREE

(PROTECT AT

ALL TIMES)

22" TREE

MANHOLE

GRATE ELEV. = 99.42'

10" PVC (SW) INV. = 95.92'

15" RCP (W) INV. = 95.97'

16" TREE

MANHOLE

GRATE ELEV. = 98.91'

15" RCP (E) INV. = 94.81'

15" RCP (N) INV. = 94.78'

11" TREE

4" TREE

5" TREE

4" TREE

9" TREE

4" TREE

12" TREE

4" TREE

12" TREE

MANHOLE

GRATE ELEV. = 98.62'

15" RCP (W) INV. = 95.15'

MANHOLE

GRATE ELV. = 97.86'

15" RCP (E) INV. = 94.41'

15" RCP (W) INV. = 94.41'

00 20 40

EDGE OF

TOPOGRAPHIC

SURVEY

GENERAL NOTES

1. CONTRACTOR SHALL POWER-WASH EAST AND

WEST WALLS.

2. CONTRACTOR SHALL REMOVE LANDSCAPE

STONES, RE-GRADE SITE TO DRAIN, APPLY

LANDSCAPE FABRIC AND

REPLACE/SUPPLEMENT LANDSCAPE STONE.

3. CONTRACTOR SHALL IMPROVE SITE DRAINAGE

AS SHOWN ON THE DRAWINGS

4. ALL EROSION CONTROL MEASURES SHALL BE

IN-PLACE BEFORE ANY CONSTRUCTION

COMMENCES

5. TOPSOIL AND SOD SHALL BE PLACED

IMMEDIATELY UPON ALL DISTURBED AREAS

6. SITE SHALL BE SECURED WITH TEMPORARY

PERIMETER SECURITY FENCING BEFORE ANY

CONSTRUCTION COMMENCES

7. ALL ITEMS TO BE DEMOLISHED SHALL BE

REMOVED FROM THE SITE AND PROPERLY

DISPOSED OF

8. CONTRACTOR SHALL HAVE A SWEEPER ON-SITE

AT ALL TIMES

9. NO NUCLEAR DENSOMETERS ALLOWED ON

AIRBASE PROPERTY

10. ESTABLISH FINISH GRADE WHEN COMPLETE

11. ALL BRAND NAMES ARE CONSIDERED TO BE

"BASIS OF DESIGN", OR APPROVED EQUAL (OAE)

EXISTING EXHAUST VENT UNIT.

SEE DETAIL 1 ON SHEET C-061

(TO BE REMOVED)

EXISTING EXHAUST VENT UNIT.

SEE DETAIL 1 ON SHEET C-061

(TO BE REMOVED)

ALL EXISTING CONCRETE

SLABS AND A/C UNITS

(TO BE REMOVED)

ALL EXISTING CONCRETE

SLABS AND A/C UNITS

(TO BE REMOVED)

EXISTING AC UNIT

(PROTECT AT ALL TIMES)

EXISTING VENTILATION

UNIT AND SLAB

(TO BE REMOVED)

EXISTING VENTILATION UNIT

(TO BE REMOVED)

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TRAILER

LOCATION

TEMPORARY 7' CHAIN LINK GATE.

16' WIDE OPENING.

TEMPORARY JERSEY BARRIER WITH

4' CHAIN LINK SECURITY FENCE. SEE

DETAIL 6 ON SHEET C-061

IRON ROD

N: 583633.12

E: 2311726.55

Z: 98.24'

IRON ROD

N: 583760.41

E: 2312059.89

Z: 99.12'

MAGNAIL

N: 583645.69

E: 2312191.54

Z: 100.54'

MAGNAIL

N: 583575.30

E: 2312263.99

Z: 100.54'

MAGNAIL

N: 583485.42

E: 2312009.65

Z: 100.54'

MAGNAIL

N: 583312.19

E: 2312038.29

Z: 100.54'

MAGNAIL

N: 583299.85

E: 2311887.29

Z: 99.36'

CLEAR AND GRUB

ADJACENT TO WALL

CLEAR AND GRUB

ADJACENT TO WALL

TIE TEMPORARY FENCE

TO EXISTING FENCE

TIE TEMPORARY FENCE

TO EXISTING FENCE

TIE TEMPORARY FENCE

TO EXISTING FENCE

TIE TEMPORARY FENCE

TO EXISTING FENCE

REMOVE ALL STONE, FILL /GRADE

SITE, APPLY LANDSCAPE FABRIC

AND SUPPLEMENT AND REPLACE

ALL STONE

REMOVE ALL STONE, FILL /GRADE

SITE, APPLY LANDSCAPE FABRIC

AND SUPPLEMENT AND REPLACE

ALL STONE

22" TREE (TO REMAIN,

PROTECT AT ALL

TIMES)

CHILLED WATER

RETURN

CONTRACTOR TO LOCATE ELECTRIC,

COMMUNICATION, WATER, SEWER,

AND GAS LINES IN THIS AREA PRIOR

TO GRADING (SHOWN FOR

INFORMATIONAL PURPOSES ONLY)

TEMPORARY JERSEY BARRIER WITH

4' CHAIN LINK SECURITY FENCE. SEE

DETAIL 6 ON SHEET C-061

POWER WASH/REMOVE YELLOW/BLACK

CENTERLINE LEAD-IN LINE STRIPING,

YELLOW WARNING STRIPING AND ALL

"WARNING" BOXES.

CONTRACTOR SHALL

STAGE DUMPSTER HERE

UNDERGROUND

STORAGE TANK

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FILTER SOCK. SEE DETAIL

5 ON SHEET C-061

STACKED COMPOSTABLE

FILTER SOCK. SEE DETAIL

5 ON SHEET C-061

LIMIT OF CONSTRUCTION/

DISTURBED AREA (0.17 ACRE)

LIMIT OF CONSTRUCTION/

DISTURBED AREA (0.04 ACRE)

LIMIT OF CONSTRUCTION/

DISTURBED AREA (0.04 ACRE)

LIMIT OF CONSTRUCTION/

DISTURBED AREA (0.11 ACRE)

STACKED COMPOSTABLE

FILTER SOCK. SEE DETAIL

5 ON SHEET C-061

INSTALL SKATED FILTER

SOCK AROUND INLET. SEE

DETAIL 4 ON SHEET C-061.

INSTALL COMPOSTABLE SILT SOCK (TYP.).

SEE DETAIL 3 ON SHEET C-061.

INSTALL COMPOSTABLE SILT SOCK (TYP.).

SEE DETAIL 3 ON SHEET C-061.

INSTALL TREE PROTECTION.

SEE DETAIL 7 ON SHEET C-061.

INSTALL TREE PROTECTION.

SEE DETAIL 7 ON SHEET C-061.

INSTALL STAKED FILTER SOCK

AROUND INLET. SEE DETAIL 4

ON SHEET C-061.

EAST = 0.11 + 0.04 = 0.15 (ACRE)

WEST = 0.17 + 0.04 = 0.23 (ACRE)

TOTAL DISTURBED AREA = 0.38 (ACRE)

SUMMARY OF DISTURBED AREAS:

INSTALL COMPOSTABLE

SILT SOCK (TYP.). SEE

DETAIL 3 ON SHEET C-061.

UNDERGROUND

STORAGE TANK

US Army Corps of Engineers ®

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REMOVE EXHAUST VENT UNIT.

SEE DETAIL 1 ON SHEET C-061.

FILL VAULT WITH CLEAN SAND.

(10 CYD)

CLEAR AND GRUB TREES/

SHRUBS AND INSTALL SOD

00 10 20

REMOVE AND PROTECT 8' FENCE AND REMOVE

1' WIDE CONC PAD. REPLACE FENCE AND

CONCRETE PAD WHEN FINISHED. (20 LFT).

REMOVE 12" RCP PIPE AND REPLACE

WITH 10' OF 12" RCP WITH FLARED

END SECTIONS (5 LFT) (SOD ALL

DISTURBED AREAS)

REMOVE STONE AND STOCKPILE FOR PLACEMENT

AFTER GRADING. GRADE AND APPLY LANDSCAPE

FABRIC. SUPPLEMENT WITH ADDITIONAL SIMILAR

STONE AS NEEDED.

REMOVE VEGETATION

REMOVE EXHAUST VENT UNIT

REMOVE GRAVEL AND

STOCKPILE

REMOVE FENCE

FENCE

LEGEND

MAJOR EXISTING CONTOUR

MINOR EXISTING CONTOUR

POWER WASH CLEAN BOTH SIDES OF

EXISTING WALL AND RE-MORTAR ALL

DAMAGED JOINTS PER CMU CLEANING,

SEALING AND PAINTING INSTRUCTIONS.

GRADE AREA TO DRAIN. SEE

SHEET C-041 FOR GRADING

PLAN.

INSTALL TREE PROTECTION.

SEE DETAIL 7 ON SHEET C-051.

REMOVE ALL EXISTING

A/C UNITS AND PADS

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SIDEWALK (36 SFT)

REMOVE AND REPLACE WITH 12" RCP

PIPE AND FLARED END SECTIONS (6 LFT)

REMOVE MANHOLES, ALL EQUIPMENT,

CAP ALL LINES AND FILL WITH 95%

COMPACTED FILL IN 6" LIFTS OR #57

STONE OR SAND

20" TREE TO REMAIN

(PROTECT AT ALL TIMES)

UNDERGROUND

STORAGE TANK

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REMOVE EXHAUST VENT UNIT.

SEE DETAIL 1 ON SHEET C-061.

FILL VAULT WITH CLEAN SAND.

(10 CYD)

CLEAR AND GRUB

TREES/SHRUBS

AND INSTALL SOD

00 10 20

AFTER TEMPORARY PERIMETER

FENCE IS INSTALLED AND

APPROVED. REMOVE AND

PROTECT 8' FENCE AND REMOVE

1' WIDE CONC PAD. REPLACE

FENCE AND CONCRETE PAD WHEN

FINISHED. (19 LFT)

REMOVE STONE AND STOCKPILE FOR PLACEMENT

AFTER GRADING. GRADE AND APPLY LANDSCAPE

FABRIC. SUPPLEMENT WITH ADDITIONAL SIMILAR

STONE AS NEEDED.

REMOVE 7' FENCE (29 LFT)

REMOVE VEGETATION

REMOVE EXHAUST VENT UNIT

REMOVE GRAVEL AND

STOCKPILE

REMOVE FENCE

FENCE

LEGEND

MAJOR EXISTING CONTOUR

MINOR EXISTING CONTOUR

EDGE OF TOPOGRAPHIC SURVEY

POWER WASH CLEAN BOTH SIDES OF

EXISTING WALL AND RE-MORTAR ALL

DAMAGED JOINTS PER CMU CLEANING,

SEALING AND PAINTING INSTRUCTIONS.

GRADE AREA TO DRAIN. SEE SHEET

C-042 FOR GRADING PLAN.

INSTALL TREE PROTECTION.

SEE DETAIL 7 ON SHEET C-061.

USE CAUTION AND DO NOT REMOVE

SMALL AC UNIT. HAND DIGGING MAY

BE REQUIRED.

TRANSFORMER TO REMAIN

(PROTECT AT ALL TIMES)

C-032

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MECHANICAL UNITS

AND PADS.

TEMPORARY PERIMETER

SECURITY FENCE. SEE

DETAIL 6 ON SHEET C-061.

REMOVE INLET STRUCTURE, PROTECT

EXISTING PIPE FOR INSTALLATION OF NEW

STRUCTURE.

REMOVE MANHOLES, ALL EQUIPMENT,

CAP ALL LINES AND FILL WITH 95%

COMPACTED FILL IN 6" LIFTS OR #57

STONE OR SAND.

CONNECT TO

EXISTING FENCE

MECHANICAL UNIT TO REMAIN

(PROTECT AT ALL TIMES)

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HIGH POINT

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10 LFT 12" RCP @ 0.25%

SLOPE

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INLET. SEE DETAIL 4 ON SHEET C-051.

INSTALL STACKED COMPOSTABLE

FILTER SOCK. SEE DETAIL 5 ON

SHEET C-061.

MAJOR FINISH GRADE

CONTOUR

MINOR FINISH GRADE

CONTOUR

LEGEND

MAJOR EXISTING CONTOUR

MINOR EXISTING CONTOUR

DITCH FLOW LINE

EROSION CONTROL

COMPOSTABLE SILT SOCK

FLARED END SECTION. SEE

DETAIL 8 ON SHEET C-061.

ELEV. = 97.61'

FLARED END SECTION. SEE

DETAIL 8 ON SHEET C-061.

ELEV. = 97.68'

NOTE:

1. RIIM ELEVATIONS OF EXISTING STRUCTURE SHALL

REMAIN THE SAME. NO ADJUSTMENTS WILL BE

REQUIRED.

10 LFT 12" RCP @ 0.13% SLOPE

FLARED END SECTION. SEE

DETAIL 8 ON SHEET C -061.

ELEV. = 97.16'

FLARED END SECTION. SEE

DETAIL 8 ON SHEET C-061.

ELEV. = 97.29'

INSTALL COMPOSTABLE

SILT SOCK (TYP.). SEE

DETAIL 3 ON SHEET C-061.

INSTALL STACKED COMPOSTABLE

FILTER SOCK. SEE DETAIL 5 ON

SHEET C-061.

UNDERGROUND

STORAGE TANK

REGRADE AREA TO ALLOW

WATER TO DRAIN ACROSS

SIDEWALK

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DETAIL 6 ON SHEET C-061.

EDGE OF TOPOGRAPHIC SURVEY

MAJOR FINISH GRADE

CONTOUR

MINOR FINISH GRADE

CONTOUR

LEGEND

MAJOR EXISTING CONTOUR

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EROSION CONTROL

COMPOSTABLE SILT SOCK

INSTALL STAKED FILTER SOCK AROUND

INLET. SEE DETAIL 4 ON SHEET C-061.

INSTALL COMPOSTABLE FILTER SOCK

(TYP.). SEE DETAIL 3 ON SHEET C-061.

5 LFT 12" RCP @ 0.78% SLOPE

FLARED END SECTION. SEE

DETAIL 8 ON SHEET C-061.

ELEV. = 100.32'

FLARED END SECTION. SEE

DETAIL 8 ON SHEET C-061.

ELEV. = 100.23'

GRADE TO PROPOSED AIRCRAFT

RATED INLET AND GRATE (100,000

LBS). SEE DETAIL 9 ON SHEET C-061.

ELEV. 99.86'

USE CAUTION AROUND AC

UNITS. HAND DIGGING

MAY BE REQUIRED.

INSTALL STACKED

COMPOSTABLE FILTER SOCK.

SEE DETAIL X ON SHEET C-061.

INSTALL COMPOSTABLE

SILT SOCK (TYP.). SEE

DETAIL 3 ON SHEET C-061.

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BUILDING 4817

BUILDING 4828

GRADE TO DRAIN AWAY

FROM WALL, TOPSOIL,

INSTALL CENTIPEDE SOD

GRADE, TOPSOIL,

INSTALL CENTIPEDE

SOD

00 10 20

REINSTALL 8' FENCE WITH

1" CONC. PAD (20 LFT).

INSTALL GRAVEL

MAINTENANCE AREA.

SEE DETAIL 2 ON

SHEET C-061.

C-051

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INSTALL GRAVEL

MAINTENANCE AREA

FENCE

LEGEND

DITCH FLOW LINE

REPLACE SIDEWALK (37 SFT).

SEE DETAIL 10 ON SHEET C-061.

RE-GRADE AND FILL AREA TO

DRAIN ACROSS SIDEWALK

UNDERGROUND

STORAGE TANK

GRADE, TOPSOIL, INSTALL

CENTIPEDE SOD

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CERTIFIED FINAL DESIGN

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INSTALL TEMPORARY FENCE TO

MATCH HEIGHT AND TYPE OF

NEARBY EXISTING FENCE.

DO NOT REMOVE EXISTING FENCE

UNTIL TEMPORARY FENCE IS FULLY

INSTALLED AND APPROVED.

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BUILDING 4828

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GRADE TO DRAIN AWAY

FROM WALL, TOPSOIL,

INSTALL CENTIPEDE SOD

00 10 20

TEMPORARY FENCE (REMOVE AT

COMPLETION OF PROJECT).

REINSTALL 8' FENCE WITH 1"

WIDE CONC. PAD (19 LFT).

INSTALL GRAVEL

MAINTENANCE AREA.

SEE DETAIL 2 ON

SHEET C-061.

EDGE OF TOPOGRAPHIC SURVEY

GRADE, TOPSOIL, SOD

INSTALL GRAVEL

MAINTENANCE AREA

FENCE

LEGEND

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DITCH FLOW LINE

INSTALL TEMPORARY FENCE TO

MATCH HEIGHT AND TYPE OF

NEARBY EXISTING FENCE. NEW

TEMP FENCE TO BE REMOVED

ONCE EXISTING FENCE IS

RE-INSTALLED.

DO NOT REMOVE EXISTING FENCE

UNTIL TEMPORARY FENCE IS FULLY

INSTALLED AND APPROVED.

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43" DIA.

14" DIA. 16 GA

ACCESS OUTLET CONE

WEATHERPROOF

BELT GUARD

AXIWAL FLOW EXH. FAN

INLET CONE

12" BLACK STEEL PIPE

IN PITS & TO A POINT

6" ABOVE SLAB

BACK DRAFT DAMPERS

12" DIAM

16 GA

AIR TIGHT

SEAL ANGLE

FLEX. CONN.

43" DIA. STACK - 10 GA FIRST 20' ABOVE FAN CONN. 12 GA NEXT 24'. 44' TOTAL HGT. ABOVE FAN

OUTLET CONCE.

TWO 6" X 4" X

" ANGLES SHOP WELDED TO STACK WITH 1/8 " WELD - 8

" STIFF BRACKET

WELDED TO TOP ANGLE ONLY. BOLT STACK SECTIONS W MIN OF

" H.T. BOLTS W GASKET

BETWEEN SECTIONS.

DEMOLISH

EXISTING VENTILATION UNIT

NOT TO SCALE

CONTINUOUS STAKED 4" x 3/16"

STEEL EDGING. MINIMUM 15"

STAKES AT 42" MAXIMUM SPACING

EXISTING STONE, WASHED AND

RE-USED. ADD 2.7 TONS (2 CY)

OF 2" LANDSCAPE STONE

16 OZ. GEOTEXTILE SEPARATOR WRAP,

BOTTOM AND SIDES. OVERLAP SEEMS A

MINIMUM OF 24".

GRAVEL MAINTENANCE AREA

NOT TO SCALE

EROSION CONTROL

COMPOSTABLE FILTER SOCK

NOT TO SCALE

TEMPORARY FENCE

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EXISTING TREE PROTECTION

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12" MIN

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2" X 2" X 36" WOODEN

STAKES PLACED 10' O.C.

COMPOST FILTER

SOCK (12" -18" TYP.)

COMPOST FILTER

SOCK (12" -18" TYP.)

2" X 2" X 36" WOODEN

STAKES PLACED 10' O.C.

WATER FLOW

STORM MANHOLE

NOT TO SCALE

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INLET

TWO (2) COMPOSTABLE

FILTER SOCKS

2" X 2" X 36" WOODEN

STAKES PLACED 10' O.C.

EROSION CONTROL STACKED

COMPOSTABLE FILTER SOCK

NOT TO SCALE

2" X 2" X 48" WOODEN

STAKES PLACED 10' O.C.

COMPOST FILTER

SOCK (12" -18" TYP.)

18" MIN

3"-4"

2" DIAM. POST

H A

4' ORANGE CONSTRUCTION

FENCING

POST

NOTE: FENCING SHALL BE PLACED OUTSIDE OF TREE DRIP LINE

NOTES:

1. 4-FOOT DIAMETER MANHOLE SHALL BE

CONSIDERED STANDARD.

2. MANHOLE BASE SHALL BE CAST

MONOLITHICALLY WITH THE BARREL SECTION.

BOTTOM BARREL SECTION SHALL BE A MINIMUM

OF 28 INCHES HIGH.

3. PROVIDE A MINIMUM OF 4-INCHES OF RING

ADJUSTMENT.

4. WHEN ADDITIONAL ADJUSTMENT IS REQUIRED,

IT SHALL BE DONE WITH A COMBINATION OF

RINGS THICKER THAN 2-INCHES.

ADJUSTMENT RINGS

ECCENTRIC CONE

SECTION

AIRCRAFT RATED, 100,000

LBS, GRATE AND FRAME

MANHOLE

STEPS 16" O.C.

COMPACTED 3/4"

BASE COURSE

FLARED END SECTION

NOT TO SCALE

SIDEWALK DETAIL

NOT TO SCALE

4" CONC

4" SAND

EXISTING SUBGRADE

PROPOSED GRADE

24"49"

73"

R0.38'

3' CONCRETE JERSEY

BARRIER

ATTACH VENTED FABRIC

TO LANDSIDE OF FENCE

20'

DEADMEN ANCHORING SYSTEM IN

ACCORDANCE WITH MANUFACTURER

REQUIREMENTS. MANUFACTURER

ANCHORAGE DESIGN BASED ON SOIL

CONDITIONS AND WATER TABLE MINIMUM

12" B/T TOP OF DEADMEN & SOIL BASE.

SHEET PILING OR APPROVED

EXCAVATION SHORING

METHOD

TANK HOLDDOWN STRAP

MANWAY

ANCHOR

CONTAINMENT

TANK EXCAVATION DETAIL

NOT TO SCALE

US Army Corps of Engineers ®

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CONSTRUCTION PHASING/ SCHEDULING

ALL WORK IS TO BE COMPLETED CONCURRENT WITH RENOVATIONS

GENERAL CONSIDERATIONS:

COORDINATE THE FOLLOWING AS REQUIRED:

A. CONTRACTORS ARE REQUIRED TO ATTEND WEEKLY COORDINATION MEETINGS AT WHICH OPERATIONAL SAFETY WILL BE A

STANDING AGENDA ITEM DURING EVERY PROGRESS MEETING.

B. ALL CONTRACTOR PERSONNEL SHALL COMPLETE THE BASES' BACKGROUND CHECK, BADGING, AIRFIELD SAFETY AND DRIVERS

TRAINING REQUIREMENTS PRIOR TO BEING ALLOWED ACCESS TO THE PROJECT.

C. THE CONTRACTOR SHALL NOT INTERFERE WITH THE NORMAL OPERATIONS OF THE BASE FACILITIES THAT ARE DESIGNATED UNDER

THIS CONTRACT TO REMAIN OPEN TO AIR TRAFFIC, AND SHALL IMPLEMENT ALL SPECIFIED AND OTHER APPROPRIATE MEASURES TO

ENSURE THE SAFETY OF ALL USERS OF THE BASE.

AREAS AND OPERATIONS AFFECTED BY CONSTRUCTION ACTIVITY:

A. APRON SHALL REMAIN IN USE BY AIRCRAFT TO THE MAXIMUM EXTENT POSSIBLE. WHEN ANY AREA IS REQUIRED TO BE CLOSED TO

AIRCRAFT TRAFFIC, IT SHALL BE BARRICADED AND MARKED, PER THE REQUIREMENTS STATED.

NAVAIDS:

A. THIS PROJECT DOES NOT AFFECT ANY NAVAIDS.

CONTRACTOR ACCESS:

A. DURING TEMPORARY SECURITY FENCE CONSTRUCTION, A GATE GUARD SUPPLIED BY THE CONTRACTOR AND IS REQUIRED AT ALL

POINTS OF ENTRY USED BY THE CONTRACTOR. THE CONTRACTOR SHALL INFORM THE BASE A MINIMUM OF 7 DAYS PRIOR TO

NEEDING THE…

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