A.01.13_LRAFB FuT Advertise Set Drawings.pdf

PDF 7 MB Posted May 15, 2020

Attached to: Design Build C-130H/J Fuselage Trainer Facility
Solicitation number: W9127S20R6019
Issued by: Department of the Army Corps of Engineers Engineering District Little Rock

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a competitive firm-fixed-price design-build contract solicitation for a C-130H/J Fuselage Trainer Facility at Little Rock Air Force Base. The project includes design and construction of a seven-bay facility to accommodate three C-130H and four C-130J trainers, along with associated administrative areas and parking. The estimated construction cost range is over $10 million. The solicitation will be released on May 15, 2020 via betaSAM, with proposals due on August 28th and contract award by that date. The facility must be completed by November 7, 2022 and comply with DoD sustainability, antiterrorism, and other requirements. Offerors should monitor betaSAM for solicitation documents and amendments.

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Other files

File	Type	Posted
A.01.29_LRAFB FuT Advertise RFP.pdf	PDF	May 15, 2020
A.07.23_Final_Solicitation_20R6019.pdf	PDF	May 15, 2020
IDEA EA Multiple Projects LRAFB AMC-A4O Signature.pdf	PDF	May 15, 2020

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US Army Corps of Engineers ®

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

VOLUME:

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B A

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RFP

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LITTLE ROCK DISTRICT (SWL)

W9127S-20-R-6019 W9127S-18-D-0014

14 APRIL 2020

LITTLE ROCK AIR FORCE BASE

C-130 H/J FUSELAGE TRAINER FACILITY

1024929 (NKAK 123007)

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LOCATION MAPVICINITY MAP

PULASKI COUNTY

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MAIN PARKING APRON

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VANDENBERG BLVD

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PROJECT LOCATION

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6TH ST

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THOMAS AVE

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3RD ST

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AutoCAD SHX Text LITTLE ROCK AFB ELEVATION: 367 FT 367 FT LATITUDE: 34 55'01"N 34°55'01"NLONGITUDE: 92 08'47"W92°08'47"W

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PROJECT LOCATION

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GAH

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OVERRUN

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RUNWAY 07/25 200' X 12,000'

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WEST WARM-UP APRON

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TAXIWAY A

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COMPASS ROSE

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TAXIWAY B

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MAIN PARKING APRON

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MAIN PARKING APRON

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TRANSIENT PARKING APRON

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TAXIWAY F

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TAXIWAY F

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RUNWAY 07/25 200' X 12,000'

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TAXIWAY C

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TAXIWAY D

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TAXIWAY E

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TAXIWAY F

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AIR NATIONAL GUARD APRON

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HANGAR APRON

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ALERT APRON

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ALERT APRON

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OVERRUN

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TAXIWAY H

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TAXIWAY J

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RUNWAY 07/25 200' X 12,000'

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EXISTING SITE

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PROJECT SITE

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THOMAS AVENUE

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VANDENBERG BOULEVARD

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MAIN GATE

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NEW TRAINER & CONST HAUL ROUTE

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TRAINER HAUL ROUTE

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DRAWING ABBREVIATIONS ANNOTATION SYMBOLS INDEX OF DRAWINGS

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

SHEET NUMBER WITHIN SERIES

ANNOTATION CALLOUTS/DRAWING SYMBOLS

GENERAL NOTES

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE MANUFACTURER'S

ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/CONTRACTOR

INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H -------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLED

GFGI GOVERNMENT INSTALLED FURNISHED

INSTALLED BY GOVERNMENT

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION COEFFICIENT

NTS NOT TO SCALE

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PPT PORCELAIN TILE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL (FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T --------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

REFER TO AEC CAD

STANDARDS FOR PROPER

SHEET NUMBERING

REVISION TAG

NORTH ARROW w/

TRUE NORTH

INDICATION

ROOM TAG

ELEVATION NUMBER

SECTION

EXTERIOR ELEVATION

ENLARGEMENT,

DETAIL

SPOT ELEVATION

LEVEL NAME

SHEET NUMBER

A SHEET KEYNOTE

INTERIOR ELEVATION

SHEET NUMBER

Room name

PLAN NORTH

A101

SIM

A101

SIM

A101

1 Ref

R ef

1Ref

R ef

A. DO NOT SCALE THE DRAWINGS FOR CONSTRUCTION PURPOSES.

B. ALL PLAN DIMENSIONS ARE TO FACE OF STUDS, FACE OF CONCRETE MASONRY UNITS, FACE

BRICK OR CENTERLINE OF COLUMNS UNLESS STATED OTHERWISE.

US Army Corps of Engineers ®

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SHEET INDEX

Sheet Number Sheet Name

GENERAL

G 001 COVER SHEET

G 002 VICINITY MAP

G 003 INSTALLATION MAP

G 004 GENERAL NOTES, ABBREVIATIONS

CIVIL

VF 101 GENERAL SURVEY PLAN

CD 101 DEMOLITION PLAN

CS 101 SITE PLAN - SE

CS 102 SITE PLAN - SW

CS 103 SITE PLAN - NE

CS 104 SITE PLAN - NW

CG 101 SITE GRADING AND DRAINAGE PLAN -SE

CG 102 SITE GRADING AND DRAINAGE PLAN - SW

CG 103 SITE GRADING AND DRAINAGE PLAN - NE

CG 104 SITE GRADING AND DRAINAGE PLAN - NW

CU 101 SITE UTILITY PLAN - SE

CU 102 SITE UTILITY PLAN - SW

CU 103 SITE UTILITY PLAN - NE

ARCHITECTURE

A 100 ARCHITECTURAL FLOOR PLAN

A 101 CONCEPTUAL LAYOUT

A 200 EXTERIOR ELEVATIONS

A 400 ENLARGED TRAINING BAY - J MODELS - A1

A 401 ENLARGED TRAINING BAY - J MODELS - A2

A 402 ENLARGED TRAINING BAY - H MODELS

A 403 ENLARGED TRAINING SUPPORT PLAN

A 450 BUILDING/WALL SECTIONS

A 600 ROOM SCHEDULE

A 601 DOOR SCHEDULE

ELECTRICAL

E 601 ONE-LINE DIAGRAM

BID OPTION 1

CS102. SITE PLAN SW (BID OPTION 1)

CS103. SITE PLAN NE (BID OPTION 1)

CG102. SITE GRADING & DRAINAGE PLAN - SW (BID OPTION 1)

CG103. SITE GRADING & DRAINAGE PLAN - NE (BID OPTION 1)

BID OPTION 2

CS102 SITE PLAN - SW (BID OPTION 2)

CS103 SITE PLAN - NE (BID OPTION 2)

CG102 SITE GRADING & DRAINAGE PLAN - SW (BID OPTION 2)

CG103 SITE GRADING & DRAINAGE PLAN - NE (BID OPTION 2)

CG104 SITE GRADING & DRAINAGE PLAN - NW (BID OPTION 2)

T H

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20004

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1. TOPOGRAPHIC SURVEY PERFORMED 25 FEB 2019 BY HALFF+MARLAR, NORTH TOPOGRAPHIC SURVEY PERFORMED 25 FEB 2019 BY HALFF+MARLAR, NORTH LITTLE ROCK, AR AND PREMIER ENGINEERING CORPORATION, CHANDLER, AZ. 2. HORIZONTAL DATUM: THE ARKANSAS STATE PLANE COORDINATE SYSTEM HORIZONTAL DATUM: THE ARKANSAS STATE PLANE COORDINATE SYSTEM (ASPCS) SOUTH BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD83). 3. VERTICAL DATUM: THE NATIONAL GEODETIC VERTICAL DATUM OF 1988 VERTICAL DATUM: THE NATIONAL GEODETIC VERTICAL DATUM OF 1988 (NGVD88). I

GENERAL NOTES

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TREE REMOVAL LIMITS

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NORTHING EASTING LATITUDE LONGITUDE

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DEMOLITION NOTES

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12" PIPE

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36" PIPE

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15" PIPE

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TOP=376.75 15" INV=376.49

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15" INV=376.49

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INV=378.74

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INV=378.30

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INV=374.83

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INV=374.48

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INV=373.55

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INV=373.42

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LIMITS OF LOGGING AND CLEARING & GRUBBING (TYP)

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LIMITS OF LOGGING AND CLEARING & GRUBBING (TYP)

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EXISTING TREE LINE

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EXISTING TREE LINE

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DESCRIPTION

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REMOVE EXISTING ASPHALT CONCRETE PAVEMENT

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REMOVE EXISTING CONCRETE CURB & GUTTER

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REMOVE EXISTING CONCRETE SIDEWALK

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AutoCAD SHX Text CLEAR & GRUB INCLUDING REMOVAL OF ALL STUMPS AND REMAINING TREES, TOPS, LIMBS, ETC. AFTER THE LOGGING PROCESS.

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REMOVE EXISTING 6" PVC SS LINE AND PLUG.

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REMOVE EXISTING 6" PVC WATER LINE & CAP.

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REMOVE EXISTING BURIED COMMUNICATION LINE.

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REMOVE EXISTING LIGHT POLE & ASSOCIATED POWER LINE.

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REMOVE EXISTING RAMADA & CONCRETE SLAB & BUILT-IN BARBEQUE (75527).

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REMOVE EXISTING VOLLEYBALL COURT.

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REMOVE EXISTING CONCRETE SLAB.

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REMOVE EXISTING CURB INLET & CATCH BASIN.

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LOGGING OF EXISTING TREES BY OTHERS.

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REMOVE EXISTING ELECTRIC MANHOLES AND ASSOCIATED UNDERGROUND ELECTRIC LINES.

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AutoCAD SHX Text CAP EXISTING 6" WATER LINE AT VALVE. NOTIFY JWW 24-HOURS BEFORE BACKFILLING FOR INSPECTION.

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REMOVE CONCRETE FOUNDATIONS.

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CONSTRUCTION NOTES

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BLDG 620

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PROPOSED H-TRAINER BAYS

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PROPOSED ADMIN BLDG

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PROPOSED J TRAINER BAYS

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BLDG 620

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RECEIVING/ UNLOADING AREA

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MATCH EXST C&G

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MATCH EXST SIDEWALK

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MATCH EXST C&G

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R=20' (TYP)

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R=5' (TYP)

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ATFP UNOBSTRUCTED SPACE LIMITS

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TYP

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TYP.

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TYP.

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TYP

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TYP

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KEY PLAN (SCALE: N.T.S)

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DESCRIPTION

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CS 102

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CS 101

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CS 103

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PROVIDE CONCRETE CURB & GUTTER

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PROVIDE ADA ACCESSIBLE RAMP

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PROVIDE 8' WIDE CONCRETE WALKWAY (4.5" THICK)

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PROVIDE 6' WIDE CONCRETE WALKWAY (4.5" THICK)

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PROVIDE PAVED PARKING LOT (65 SP MIN)

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AutoCAD SHX Text PROVIDE CROSSWALK PAVEMENT MARKING (MUTCD SECTION 3B.18). 10' WIDE, 12" WIDE STRIPE, 24" SEPARATED

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PROVIDE CONCRETE MOTORCYCLE PARKING AREA

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PROVIDE CONCRETE PAD AND BICYCLE RACK

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PROVIDE ENCLOSURE FOR ELECTRICAL TRANSFORMER

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7' X 5' CONCRETE PAD AT EXTERIOR DOOR LOCATION (4.5" THICK)

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PROVIDE CONCRETE PAD AND ENCLOSURE FOR MECHANICAL AIR HANDLING UNIT (17' X 16')

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PROVIDE CONCRETE PAVEMENT

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PROVIDE PEDESTRIAN WARNING SIGN (W11-2, W16-7PL)

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EXST TREES TO REMAIN

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PROVIDE 4" TOPSOIL AND BERMUDA SOD AT ALL DISTURBED AREAS

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ADJUST MANHOLE RIM AND COVER TO GRADE

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CS 104

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INSTALL PRECAST CONCRETE BUMPER GUARD

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AutoCAD SHX Text NOTES: 1. SITE LAYOUT IS CONCEPTUAL. FINAL SITE LAYOUT IS CONCEPTUAL. FINAL DESIGN IS THE RESPONSIBILITY OF THE DESIGNER OF RECORD.

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INSTALL 4" DIA. METAL BOLLARDS, CONCRETE FILLED.

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13 EA.

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PROVIDE DIAGONAL CROSSHATCH PAVEMENT MARKING (WHITE) FOR NO PARKING

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EXISTING PARKING LOT

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EXISTING PARKING LOT

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BLDG 626

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BLDG 624

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MATCH EXST C&G

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ATFP UNOBSTRUCTED SPACE LIMITS

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AutoCAD SHX Text R=35'

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END C&G

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MATCH EXST C&G

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END C&G

AutoCAD SHX Text R=50'

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END C&G

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KEY PLAN (SCALE: N.T.S)

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DESCRIPTION

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PROVIDE CONCRETE PAVEMENT

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PROVIDE ASPHALT CONCRETE PAVEMENT

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PROVIDE GOVERNMENT VEHICLES ONLY SIGN

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PROVIDE CONCRETE DUMPSTER PAD AND ENCLOSURE

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PROVIDE CONCRETE CURB & GUTTER

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EXST TREES TO REMAIN

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PROVIDE 4" TOPSOIL AND BERMUDA SOD AT ALL DISTURBED AREAS

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7' X 5' CONCRETE PAD AT EXTERIOR DOOR LOCATION (4.5" THICK)

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AutoCAD SHX Text NOTES: 1. SITE LAYOUT IS CONCEPTUAL. FINAL SITE LAYOUT IS CONCEPTUAL. FINAL DESIGN IS THE RESPONSIBILITY OF THE DESIGNER OF RECORD.

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INSTALL 4" DIA. METAL BOLLARDS, CONCRETE FILLED.

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CS 102

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CS 101

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CS 103

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CS 104

AutoCAD SHX Text INSTALL 6 QTY., 3' TALL, 8" DIA. REMOVABLE BOLLARDS SPACED 8' O.C. WITH CHAIN EXTENDING BETWEEN THEM.

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VANDENBERG BOULEVARD

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PROPOSED J-TRAINER BAYS

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RECEIVING/UNLOADING AREA

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ATFP UNOBSTRUCTED SPACE LIMITS

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TYP.

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KEY PLAN (SCALE: N.T.S)

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DESCRIPTION

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PROVIDE CONCRETE PAD AND ENCLOSURE FOR MECHANICAL AIR HANDLING UNIT (17' X 16')

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PROVIDE CONCRETE PAVEMENT

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EXST TREES TO REMAIN

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PROVIDE 4" TOPSOIL AND BERMUDA SOD AT ALL DISTURBED AREAS

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7' X 5' CONCRETE PAD AT EXTERIOR DOOR LOCATION (4.5" THICK)

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AutoCAD SHX Text NOTES: 1. SITE LAYOUT IS CONCEPTUAL. FINAL SITE LAYOUT IS CONCEPTUAL. FINAL DESIGN IS THE RESPONSIBILITY OF THE DESIGNER OF RECORD.

AutoCAD SHX Text A/C

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CS 102

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CS 101

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CS 103

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CS 104

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INSTALL 4" DIA. METAL BOLLARDS, CONCRETE FILLED.

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KEY PLAN (SCALE: N.T.S)

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DESCRIPTION

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EXST TREES TO REMAIN

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PROVIDE 4" TOPSOIL AND BERMUDA SOD AT ALL DISTURBED AREAS

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CS 102

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CS 101

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NOTES: 1. SITE LAYOUT IS CONCEPTUAL. FINAL SITE LAYOUT IS CONCEPTUAL. FINAL DESIGN IS THE RESPONSIBILITY OF THE DESIGNER OF RECORD.

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DETAIL A

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BLDG 620 (FF=384.8)

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PROPOSED H-TRAINER BAYS FF=380.0

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PROPOSED ADMIN BLDG FF=380.0

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PROPOSED J TRAINER BAYS

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BLDG 620

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PROPOSED H-TRAINER BAYS

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FF=380.0

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2.0% (MIN)

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2.0% (MIN)

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1% (MIN)

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1% (MIN)

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EXISTING HDWL & CULVERT 18" PIPE INV=372.32 TOP OF HDWL=375.69

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EXISTING ROADSIDE DITCH

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INV=373.0

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INV=372.5

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EXISTING SCUPPER =376.68 =376.68 =375.75=375.75

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EXISTING HDWL & CULVERT 18" PIPE INV=372.03 TOP OF HDWL=375.05

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1% (MIN)

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BUILDING

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KEY PLAN (SCALE: N.T.S)

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DESCRIPTION

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PROVIDE 18" MIN RCP STORM DRAIN WITH FLARED END SECTIONS

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PROVIDE DRAINAGE BASIN 3:1 SIDE SLOPES. VOL=334 CY (MIN) BOTTOM ELEV=373.0

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PROVIDE 4' WIDE CONCRETE SPILLWAY

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PROVIDE UNPAVED DITCH PER DETAIL A (SHEET CG-101)

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CG 102

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AutoCAD SHX Text PROVIDE 10' x 10' x 1' DEEP RIP-RAP, D =9"50=9"

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AutoCAD SHX Text NOTES: 1. CONTRACTOR SHALL ENSURE POSITIVE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE ON PROJECT SITE 2. GRADING & PIPE LAYOUT ARE GRADING & PIPE LAYOUT ARE CONCEPTUAL. FINAL DESIGN DEVELOPMENT IS THE RESPONSIBILITY OF THE DESIGNER OF RECORD.

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PROVIDE ROOF DRAIN (MIN. 6" DIA.) DOWNSPOUT ON GRADE

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PROVIDE STORM DRAIN MANHOLE

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PROVIDE DOWNSPOUT SPLASH PAD & 4' OF RIPRAP, D =6"50=6"

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INV=374.48

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INV=373.55

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INV=373.42

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18" SD

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24" SD

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24" SD

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24" SD

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48" SD

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12" SD

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36" SD

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EXISTING PARKING LOT

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BLDG 624 (FF=380.6)

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EXISTING CULVERT INV=374.68

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INV=375.5

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INV=375.0

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EXISTING AREA CATCH BASIN GRATE=374.55 E INV=370.88 W INV=370.70

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EXISTING SCUPPER 375.29

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EXISTING AREA CATCH BASIN GRATE=372.90 E INV=369.55 N INV=368.82

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EXISTING CURB INLET CATCH BASIN TO BE REMOVED INV=368.51 RIM=375.06

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EXISTING AREA CATCH BASIN GRATE=371.27 S INV=366.96 N INV=362.30

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KEY PLAN (SCALE: N.T.S)

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DESCRIPTION

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PROVIDE 18" MIN RCP STORM DRAIN WITH FLARED END SECTIONS

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PROVIDE DRAINAGE BASIN 3:1 SIDE SLOPES. VOL=179 CY (MIN) BOTTOM ELEV=375.0

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NEW CURB INLET CATCH BASIN. CONNECT TO EXST STORM DRAIN.

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AutoCAD SHX Text PROVIDE 10' x 10' x 1' DEEP RIP-RAP, D =9"50=9"

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PROVIDE ROOF DRAIN (MIN. 6" DIA.) DOWNSPOUT ON GRADE

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PROVIDE STORM DRAIN MANHOLE

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PROVIDE DOWNSPOUT SPLASH PAD & 4' OF RIPRAP, D =6"50=6"

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AutoCAD SHX Text PROVIDE NEW 24" RCP STORM DRAIN CONNECTION WHERE EXST CURB INLET CATCH BASIN WAS REMOVED.

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GRADING & DRAINAGE NOTES

AutoCAD SHX Text

AutoCAD SHX Text D

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PROPOSED J-TRAINER BAYS FF=380.0

AutoCAD SHX Text 1.5%

AutoCAD SHX Text

LIMITS OF DRAINAGE AREA

AutoCAD SHX Text

1% (MIN)

AutoCAD SHX Text 2%

AutoCAD SHX Text =378.0=378.0

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1% (MIN)

AutoCAD SHX Text 3:1

AutoCAD SHX Text 2.0%

AutoCAD SHX Text 3:1

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INV=364.0

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INV=365.0

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EXISTING ROADSIDE DITCH

AutoCAD SHX Text 5%

AutoCAD SHX Text 3:1

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50' LENGTH

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KEY PLAN (SCALE: N.T.S)

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DESCRIPTION

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PROVIDE 18" MIN RCP STORM DRAIN WITH FLARED END SECTIONS

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PROVIDE UNPAVED DITCH PER DETAIL A (SHEET CG-101)

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PROVIDE DRAINAGE BASIN AREA TOP ELEV=368.0 VOL=351 CY (MIN)

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CG 102

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CG 101

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CG 103

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CG 104

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PROVIDE EARTHEN BERM TOP OF BERM ELEV=369.0 TOP WIDTH=12' 3:1 SIDE SLOPES

AutoCAD SHX Text

AutoCAD SHX Text PROVIDE 10' x 10' x 1' DEEP RIP-RAP, D =9"50=9"

AutoCAD SHX Text

AutoCAD SHX Text PROVIDE 5'W x 1'D RIP-RAP, D =9". SEE PLAN FOR LENGTH50=9". SEE PLAN FOR LENGTH

AutoCAD SHX Text

PROVIDE ROOF DRAIN (MIN. 6" DIA.) DOWNSPOUT ON GRADE

AutoCAD SHX Text

PROVIDE STORM DRAIN MANHOLE

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PROVIDE DOWNSPOUT SPLASH PAD & 4' OF RIPRAP, D =6"50=6"

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12" PIPE

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48" SD

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15" SD

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48" SD

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INV=353.0

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INV=351.5

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EXISTING AREA CATCH BASIN GRATE=349.35 S INV=344.05 N INV=343.00

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EXISTING JUNCTION BOX TOP=366.99 S INV=360.34

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EXISTING JUNCTION BOX TOP=358.74 S INV=350.64

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KEY PLAN (SCALE: N.T.S)

AutoCAD SHX Text

DESCRIPTION

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PROVIDE 18" MIN RCP STORM DRAIN WITH FLARED END SECTIONS

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PROVIDE DRAINAGE BASIN AREA BOT ELEV=353.0 VOL=260 CY (MIN)

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PROVIDE EARTHEN BERM, TOP OF BERM ELEV=357.0. TOP WIDTH=12'. 3:1 SIDE SLOPES

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AutoCAD SHX Text A/C

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CG 102

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CG 101

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CG 103

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CG 104

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PROVIDE 4' WIDE CONCRETE SPILLWAY

US Army Corps of Engineers ®

SHEET ID

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AutoCAD SHX Text D

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18" SD

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AutoCAD SHX Text C

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BLDG 620

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PROPOSED H-TRAINER BAYS

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PROPOSED ADMIN BLDG

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PROPOSED J-TRAINER BAYS

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BLDG 620

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SEWER POC (EXST MH)

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WATER POC (8" EXST)

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GAS POC (2" EXST)

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FIBER POC EXST MH #92

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ATFP UNOBSTRUCTED AREA

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ELECTRICAL POC (EXISTING ELECTRICAL SWITCH AND CONDUIT STUB)

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DOMESTIC

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FIRE LINE

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FIRE LINE

AutoCAD SHX Text PROVIDE MIN. 2' VERTICAL CLEARANCE FROM EXST. STORM DRAIN TO PROP. WATER LINE. (SEE SHEET CG 101))

AutoCAD SHX Text

KEY PLAN (SCALE: N.T.S)

AutoCAD SHX Text

DESCRIPTION

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PROVIDE 8" C-900 PVC WATER MAIN

AutoCAD SHX Text

PROVIDE 8" GATE VALVE (500' MAX SPACING)

AutoCAD SHX Text

PROVIDE 6" C-900 PVC WATER LINE

AutoCAD SHX Text

PROVIDE FIRE HYDRANT (300' MAX SPACING)

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FIRE HYDRANT FLOW TEST #2

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PROVIDE 6" PVC SANITARY SEWER SERVICE LINE

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PROVIDE 2" PE NATURAL GAS SERVICE LINE

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PROVIDE PRIMARY UNDERGROUND ELECTRICAL CONDUIT, & WIRE BY ENTERGY

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PROVIDE 6" GATE VALVE

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AutoCAD SHX Text TRANSFORMER & 11' X 8' CONCRETE PAD PROVIDED (10' CLEARANCE TO BUILDING WALL) BY ENTERGY. CONTRACTOR TO LOCATE PAD FOR ENTERGY UPON APPROVAL OF FINAL DESIGN AND COMPLETION OF ANY REQUIRED SITE GRADING WHERE TRANSFORMER IS TO BE INSTALLED.

AutoCAD SHX Text

JACK & BORE UNDER VANDENBERG BLVD

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AutoCAD SHX Text PROVIDE UNDERGROUND COMMUNICATION SERVICE (TWO 4-INCH PVC DUCTS IN CONCRETE ENCASEMENT)

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PROVIDE COMMUNICATION MANHOLE

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AutoCAD SHX Text A/C

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CU 102

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CU 101

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CU 103

AutoCAD SHX Text INSTALL 4" DIA. METAL CONCRETE FILLED BOLLARDS AROUND FIRE HYDRANT (3 MIN) 3' FROM HYDRANT

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INSTALL TAPPING SLEEVE

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INSTALL NEW GAS VALVE

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PROVIDE SANITARY SEWER CLEANOUT

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AutoCAD SHX Text WATERLINES NOTES 1. WATER MAIN INSTALLATION PER JWW SPECIFICATIONS. WATER MAIN INSTALLATION PER JWW SPECIFICATIONS. 2. 14 AWG BLUE COATED SOLID COPPER TRACER WIRE 14 AWG BLUE COATED SOLID COPPER TRACER WIRE TO BE INSTALLED ON ALL MAINS. 3. MARKER BALL TO BE INSTALLED EVERY 60' AND MARKER BALL TO BE INSTALLED EVERY 60' AND CHANGE IN DIRECTION OF PIPE. 4. CONTRACTOR TO VERIFY SIZE & MATERIAL OF WATER CONTRACTOR TO VERIFY SIZE & MATERIAL OF WATER LINES. 5. TAPPING SLEEVE AND VALVE MAY BE USED ON FIRE TAPPING SLEEVE AND VALVE MAY BE USED ON FIRE MAIN. 6. JWW INSPECTION FEES ARE $75.00/HOUR AND JWW INSPECTION FEES ARE $75.00/HOUR AND REQUIRE 24 HOURS PRIOR NOTICE. 7. MARKER POST REQUIRED EVERY 120' AND AT EVERY MARKER POST REQUIRED EVERY 120' AND AT EVERY FIRE HYDRANT (SEE JWW DETAILS 16 THRU 16C AND JWW SPECIFICATION SECTION G7.13.

AutoCAD SHX Text NOTES 1. UTILITY LAYOUT & SIZES ARE CONCEPTUAL. FINAL UTILITY LAYOUT & SIZES ARE CONCEPTUAL. FINAL DESIGN DEVELOPMENT IS THE RESPONSIBILITY OF THE DESIGNER OF RECORD.

AutoCAD SHX Text

POST INDICATOR VALVE (40' MIN. FROM BUILDING WALL)

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INV=378.74

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INV=378.30

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INV=374.83

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INV=374.48

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INV=373.55

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INV=373.42

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18" SD

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24" SD

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24" SD

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24" SD

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48" SD

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12" SD

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24" SD

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24" SD

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36" SD

AutoCAD SHX Text D

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EXISTING PARKING LOT

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EXISTING PARKING LOT

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BLDG 626

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BLDG 624

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WATER POC (8" EXST)

AutoCAD SHX Text PROVIDE MIN. 2' VERTICAL CLEARANCE FROM EXST. STORM DRAIN TO PROP. WATER LINE. (SEE SHEET CG 102))

AutoCAD SHX Text

KEY PLAN (SCALE: N.T.S)

AutoCAD SHX Text

DESCRIPTION

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PROVIDE 8" C-900 PVC WATER MAIN

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PROVIDE 8" GATE VALVE (500' MAX SPACING)

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PROVIDE 6" C-900 PVC WATER LINE

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PROVIDE FIRE HYDRANT (300' MAX SPACING)

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PROVIDE 6" GATE VALVE

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FIRE HYDRANT FLOW TEST #1. SECOND FIRE HYDRANT LOCATED 300' NORTH

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AutoCAD SHX Text INSTALL 4" DIA. METAL CONCRETE FILLED BOLLARDS AROUND FIRE HYDRANT (3 MIN) 3' FROM HYDRANT

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INSTALL TAPPING SLEEVE

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AutoCAD SHX Text A/C

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CU 102

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CU 101

AutoCAD SHX Text

CU 103

NOTES 1. UTILITY LAYOUT & SIZES ARE CONCEPTUAL. FINAL UTILITY LAYOUT & SIZES ARE CONCEPTUAL. FINAL DESIGN DEVELOPMENT IS THE RESPONSIBILITY OF THE DESIGNER OF RECORD.

of Engineers ®

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PROPOSED J-TRAINER BAYS

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ATFP UNOBSTRUCTED AREA

AutoCAD SHX Text D

AutoCAD SHX Text PROVIDE MIN. 2' VERTICAL CLEARANCE FROM EXST. STORM DRAIN TO PROP. WATER LINE. (SEE SHEET CG 103))

AutoCAD SHX Text

KEY PLAN (SCALE: N.T.S)

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

PROVIDE 8" C-900 PVC WATER MAIN

AutoCAD SHX Text

PROVIDE 8" GATE VALVE (500' MAX SPACING)

AutoCAD SHX Text

PROVIDE 6" C-900 PVC WATER LINE

AutoCAD SHX Text

PROVIDE FIRE HYDRANT (300' MAX SPACING)

AutoCAD SHX Text

PROVIDE 6" GATE VALVE

AutoCAD SHX Text

AutoCAD SHX Text INSTALL 4" DIA. METAL CONCRETE FILLED BOLLARDS AROUND FIRE HYDRANT (3 MIN) 3' FROM HYDRANT

AutoCAD SHX Text

AutoCAD SHX Text A/C

AutoCAD SHX Text

CU 102

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CU 101

AutoCAD SHX Text

CU 103

NOTES 1. UTILITY LAYOUT & SIZES ARE CONCEPTUAL. FINAL UTILITY LAYOUT & SIZES ARE CONCEPTUAL. FINAL DESIGN DEVELOPMENT IS THE RESPONSIBILITY OF THE DESIGNER OF RECORD.

TRAINER BAY H

TRAINER BAY J

HIGH LINE TRAINER

TRAINER BAY H

HIGH LINE TRAINER

A 200

397' - 0"

172' - 8"

-8

199' - 0" 102' - 0" 46' - 8" 49' - 4"

PLAN NORTH

A 400

A 402

A 403

ELEC.

A 401

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1/32" = 1'-0"1 ARCHITECTURAL FLOOR PLAN

0 16' 32' 64'

SCALE: 1/32" = 1'-0"

Department Legend

ADMINISTRATION H

ADMINISTRATION J

RESTROOM

STORAGE

SUPPORT

TRAINER BAY H

TRAINER BAY J

TRAINING H

TRAINING J

UTILITY

PLAN NORTH

US Army Corps of Engineers ®

SHEET ID

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C-

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1/32" = 1'-0"1 CONCEPTUAL FLOOR PLAN

0 16' 32' 64'

SCALE: 1/32" = 1'-0"

PRE-FINISHED STANDING SEAM METAL ROOF SYSTEM

- DARK BRONZE

- TYP.

SPLIT-FACED CMU

BRICK

- CRIMSON VELOURBRICK SOLDIER COURSE

- CRIMSON VELOUR

SPLIT-FACED CMU

- TYP.

BRICK

- CRIMSON VELOUR

- TYP.

BRICK SOLDIER COURSE

- CRIMSON VELOUR

- TYP.

INSULATED METAL PANEL

- LIGHT TAN

- TO MATCH SHERWIN WILLIAMS

"NATUREL" PRE-FINISHED METAL SOFFIT AND FACSIA

- DARK BRONZE - TO MATCH ROOF

- TYP.

HOLLOW METAL DOOR AND FRAME

- INSULATED

- PAINTED

- TYP.WINDOW

- DARK BRONZE ANODIZED

- TYP.

ENTRY DOOR AND FRAME

- INSULATED HOLLOW METAL

- DARK BRONZE ANODIZED

- TYP.

5' -4

INSULATED METAL PANEL

- LIGHT TAN

- TO MATCH SHERWIN WILLIAMS

"NATUREL"

US Army Corps of Engineers ®

SHEET ID

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3/64" = 1'-0"1 EXTERIOR ELEVATION - SOUTH

3/64" = 1'-0"2 EXTERIOR ELEVATION - EAST

3/64" = 1'-0"3 EXTERIOR ELEVATION - NORTH

3/64" = 1'-0"4 EXTERIOR ELEVATION - WEST

32'16' 64'0

SCALE: 3/64" = 1'-0"

32'16' 64'0

SCALE: 3/64" = 1'-0"

A 450

172' - 8"

20' - 6" 12' - 6" 53' - 3"

20' - 6" 12' - 6" 9' - 0" 24' - 6" 19' - 9"

TRAINER BAY J

HIGH LINE TRAINER

IOS

AIRCRAFT POWER

IOS

AIRCRAFT POWER

SUPPORT

JANITOR

PLAN NORTH

RESTROOM

C B

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SHEET ID

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A 400

E D

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-A

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3/32" = 1'-0"1 ENLARGED TRAINING BAY - J MODELS - A1

1" = 100'-0"2 KEY PLAN

16'8' 32'0

SCALE: 3/32" = 1'-0"

A 450

20' - 6" 12' - 6" 53' - 3"

TRAINER BAY J

HIGH LINE TRAINER

IOS

AIRCRAFT POWER

SUPPORT

IOS

AIRCRAFT POWER

PLAN NORTH

0" 20' - 6" 12' - 6" 53' - 3"

C B

A1 US Army Corps of Engineers ®

SHEET ID

M Y

S O

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C H

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2 3 4 5 6 7 8 9 10

A 401

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-A

B A

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S-

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RFP

C-

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3/32" = 1'-0"1 ENLARGED TRAINING BAY - J MODELS - A2

1" = 100'-0"2 KEY PLAN

-8

TRAINER BAY H

AIRCRAFT PARTS STORAGE

TRAINER BAY H

HIGH LINE TRAINER

SUPPORT

AIRCRAFT POWER

SUPPORT

JANITOR

PLAN NORTH

45' - 0" 45' - 8" 32' - 0" 73' - 8"

11' - 6"

RESTROOM

177A

GAS ROOM

8' - 9"

7' -6

-3

29' - 11"

4' -2

11' - 9"

199' - 0"

19' - 2" 25' - 10" 19' - 10" 25' - 10" 32' - 0" 21' - 4" 40' - 0"

0" 7'

-2

5'…

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File details come from the government source that posted it. Updated May 15, 2020.