RTA DRAWINGS.pdf

PDF 28 MB Posted Jun 9, 2021

Attached to: FY-21 Airman Leadership School Facility, Eglin Air Force Base, Florida
Solicitation number: W9127821R0051
Issued by: Department of the Army Corps of Engineers Engineering District Mobile

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US Army Corps of Engineers®

MOBILE DISTRICT

109 SAINT JOSEPH STREET

MOBILE, AL 36602

FY-21 AIRMAN LEADERSHIP SCHOOL FACILITY

NE 20 1

HF20005

21R0051

US Army Corps of Engineers

SHEET ID

U .S

. A R

M Y

C O

O F

R S

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

T N

U M

2 3 4 5 6 7 8 9 10

C R

O N

G-002

S C

H O

O L

C T/

C O

C R

O N

C T/

C O

M O

T D es ig ne r

Au th or

C he ck er

M M

M Y

-X

M H

-G

-C M

.rv t

N A

O R

C E

, F L

M O

A L

K D

SHEET INDEX

SHEET

NUMBER SHEET TITLE

A-608 WINDOW DETAILS

A-801 PERSPECTIVE VIEWS

INTERIOR DESIGN

I-001 INTERIOR TYPICAL SIGNAGE LEGEND

I-101 FURNITURE FIXTURES AND EQUIPMENT PLAN

I-601 FINISH SCHEDULE

I-602 FURNITURE FIXTURES & EQUIPMENT AND SIGNAGE

SCHEDULES

I-603 INTERIOR EQUIPMENT MOUNTING DETAILS

FIRE PROTECTION

FS100 LIFE SAFETY ANALYSIS

FS101 EGRESS PLAN

FX001 FIRE SUPPRESSION LEGEND

FX101 FLOOR PLAN - FIRE SUPPRESSION & HAZARD

CLASSIFICATION FLOOR PLAN

FX501 FIRE SUPPRESSION DETAILS

FA001 FIRE ALARM & MASS NOTIFICATION LEGEND

FA101 FIRE ALARM & MASS NOTIFICATION PLAN

FA501 FIRE ALARM & MASS NOTIFICATION DETAILS

FA601 FIRE ALARM & MASS NOTIFICATION MATRIX & RISER

PLUMBING

P-001 PLUMBING LEGEND

P-101 FLOOR PLAN - DOMESTIC

P-102 FLOOR PLAN - SANITARY

P-103 FLOOR PLAN - NATURAL GAS

P-104 ROOF PLAN

P-401 PLUMBING ENLARGED PLANS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

P-901 PLUMBING ISOMETRICS

MECHANICAL

M-001 HVAC LEGEND

M-101 FLOOR PLAN - HVAC OVERALL

M-102 FLOOR PLAN - VAV SYSTEM

M-103 FLOOR PLAN - DOAS SYSTEM

M-104 FLOOR PLAN - HYDRONIC

M-301 HVAC SECTIONS

M-401 HVAC ENLARGED PLANS

M-501 HVAC DETAILS

M-502 HVAC DETAILS

M-503 HVAC DETAILS

M-601 HVAC SCHEDULES

M-602 BUILDING AIRFLOW DIAGRAM

M-700 HVAC CONTROLS - LEGEND

M-701 SYSTEM 1 - CHILLED WATER SYSTEM - AIR COOLED CHILLER

W/ VARIABLE PRIMARY PUMPING

M-702 SYSTEM 1 - POINTS LIST

M-703 SYSTEM 2 - HEATING WATER SYSTEM - GAS CONDENSING

BOILER & PRIMARY/SECONDARY PUMPING

M-704 SYSTEM 2 - POINTS LIST

M-705 SYSTEM 3 - VAV AIR HANDLING UNIT W/ HOT WATER VAV

BOXES

M-706 SYSTEM 3 - POINTS LIST

M-707 SYSTEM 4 - DEDICATED OUTDOOR AIR SYSTEM

M-708 SYSTEM 4 - POINTS LIST

M-709 HVAC CONTROLS - MISC

ELECTRICAL

E-001 ELECTRICAL LEGEND & ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

EL101 LIGHTING PLAN

EL501 LIGHTING SCHEDULES & DETAILS

EL502 LIGHTING DETAILS

EL503 LIGHTING CONTROLS SCHEMES

EP101 POWER PLAN

EP501 EXTERIOR ELECTRICAL DETAILS

EP601 ONE-LINE DIAGRAM

EP602 PANEL SCHEDULES

EP603 PANEL SCHEDULES

EP604 MECHANICAL POWER SCHEDULE

EG101 GROUNDING & LIGHTNING PROTECTION PLAN

EG201 LIGHTNING PROTECTION ELEVATIONS

EG501 GROUNDING & LIGHTNING PROTECTION DETAILS

EG502 GROUNDING & LIGHTNING PROTECTION DETAILS

EG503 GROUNDING & LIGHTNING PROTECTION DETAILS

EC501 CATHODIC PROTECTION DETAILS

EC502 CATHODIC PROTECTION DETAILS

EC503 CATHODIC PROTECTION DETAILS

TELECOM

T-001 SYSTEMS LEGEND

TS101 TELECOMMUNICATIONS SITE PLAN

TS102 TELECOMMUNICATIONS OVERALL SITE PLAN

T-101 SYSTEMS PLAN

T-501 EXTERIOR SYSTEMS DETAILS

T-502 SYSTEMS DETAILS

T-503 SYSTEMS DETAILS

T-601 SYSTEMS RISERS

T-602 SYSTEMS RISERS

SHEET INDEX

SHEET

NUMBER SHEET TITLE

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

CIVIL

C-001 LOCATION/VICINITY MAP

C-002 ABBREVIATIONS

C-003 PROJECT LEGEND

C-004 PROJECT NOTES

C-005 HAUL ROUTE AND CONSTRUCTION STAGING AREA

C-006 CONSTRUCTION DETAILS

VF101 EXISTING CONDITIONS

CD101 DEMOLITION PLAN

CS101 SITE PLAN

CS401 ENLARGEMENT PLAN BASE BID

CS402 ENLARGEMENT PLAN REVEILLE PAD BID OPTION 1 BID

SCHEDULE 1

CS403 ENLARGEMENT PLAN REVEILLE PAD BID OPTION 1 BID

SCHEDULE 2

CS404 ENLARGEMENT PLAN SIDEWALK

CS501 CIVIL DETAILS PAVEMENTS JOINTING

CS502 CIVIL DETAILS SIDEWALK ACCESS DRIVE AND PARKING

BUMPER

CS503 CIVIL DETAILS PAVEMENT MARKING AND SIGNAGE

CS504 CIVIL DETAILS GUIDERAIL

CS505 CIVIL DETAILS DUMPSTER ENCLOSURE

CS701 VEGETATION PLAN

CG101 GRADING PLAN

CG201 DRAINAGE PROFILES

CG301 POND SECTIONS

CG302 BUILDING SECTIONS

CG401 ENLARGEMENT PLAN REVEILLE PAD AND FLAGPOLE

CG402 ENLARGEMENT PLAN OUTFALL STRUCTURE

CG403 ENLARGEMENT PLAN DOOR STOOPS

CG404 ENLARGEMENT PLAN DOOR STOOPS

CG501 DRAINAGE DETAILS

CG502 DRAINAGE DETAILS

CG503 DRAINAGE DETAILS

CG601 DRAINAGE SCHEDULE

CG701 BMP PLAN

CG801 BMP DETAILS

CU101 UTILITY PLAN

CU201 SANITARY SEWER PROFILE

CU501 WATER DETAILS

CU502 WATER DETAILS

CU503 FIRE WATER DETAILS

CU504 SEWER DETAILS

CU505 SEWER DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES DESIGN LOADS &

ABBREVIATIONS

S-002 GENERAL STRUCTURAL NOTES

S-101 FOUNDATION PLAN

S-102 SLAB PLAN

S-201 FRAMING ELEVATIONS

S-202 FRAMING ELEVATIONS

S-301 FOUNDATION SECTIONS

S-501 TYPICAL STRUCTURAL DETAILS

ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS

A-002 AIR BARRIER PLAN

A-101 FLOOR PLAN

A-102 DIMENSION PLAN

A-103 FIRST FLOOR REFLECTED CEILING PLAN

A-104 ROOF PLAN

A-201 NORTH AND SOUTH ELEVATIONS

A-202 EAST AND WEST ELEVATIONS

A-301 BUILDING CROSS SECTION

A-302 BUILDING LONGITUDINAL SECTION

A-303 ENTRY SECTIONS

A-310 WALL SECTIONS

A-311 WALL SECTIONS

A-320 WALL DETAILS

A-400 ENLARGED CORE PLANS

A-401 BREAKROOM SECTIONS

A-510 ROOF DETAILS

A-511 ROOF DETAILS

A-520 CEILING DETAILS

A-601 PARTITION TYPES

A-603 DOOR SCHEDULE AND DETAILS

A-604 DOOR DETAILS

A-606 EXTERIOR WINDOW TYPES

D E

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

C T

U S

R M

O R

P S

N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

U M

B E

F I L

A M

A I N

J O

S E

E E

E G

L I

L O

R I D

A I R

M A

E A

D E

R S

O O

A C

I L

I T

- - M H

PIV PIV

FT PIERCE

KEY WEST

NAPLES

SARASOTA -

BRADENTON

ST PETERSBURG

FT MYERS

BARTOW

LAKELAND

TAMPA

MIAMI

FT LAUDERDALE

WEST

PALM

BEACH

DAYTONA BEACH

MELBOURNE -

COCOA

CHIPLEY

FORT WALTON

PENSACOLA

BEACH

CITY

PANAMA

NEW PORT RICHEY

DELAND

ORLANDO

OCALA

GAINESVILLE

TALLAHASSEE

LAKE CITY

JACKSONVILLE

ST AUGUSTINE

GRAVEL CONSTRUCTION

ACCESS ROAD (ATC)

NEW ASPHALT

ROAD (ATC)

GRAVEL CONSTRUCTION

ACCESS ROAD (ATC)

F L O

A H

EGLIN PKWY.

12L-30R RUNWAY

OKALOOSA

REGIONAL

AIRPORT

CHOCTAWHATCHEE BAY

"NORTH GATE" ENTRANCE

"EAST GATE" ENTRANCE

GRIFFIN WAY

LUTON DRIVE

WIZARD WAY

PERIMETER ROAD

"WEST GATE" ENTRANCE

PAQUITO ROAD

PROJECT LOCATION

EGLIN AIR FORCE BASE

LATITUDE: 30°29'32.66" N

LONGITUDE: 86°31'49.50" W

MUNITIONS MAIN GATE

PROJECT LOCATION:

AIRMAN LEADERSHIP

SCHOOL FACILITY

PLAN NORTH

PROJECT LOCATION -

EGLIN AIR FORCE BASE

N.T.S

VICINITY MAP - FLORIDA

N.T.S

NOTES:

1. SEE ENLARGEMENT ON SHEET C-005 FOR CONTRACTOR HAUL ROUTE AND CD101 FOR STAGING AREA.

J D

E F

A L C

S T

U R

N E

J L O

N G

P O

O N

N O

L O

C A

T I O

N V

I C

I N

I T

A P

M H

C d w g

C-001

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

B E

F I L

A M

A I N

J O

S E

E E

E G

L O

R I D

A I R

M A

E A

D E

R S

O O

A C

I L

I T

- - M H

@ AT

A/C AMPS INTERRUPTING CAPACITY (SYM

RMS)

AB ANCHOR BOLT

ABT ABOUT

AC ALTERNATING CURRENT

ACSR ALUMINUM CONDUCTOR STEEL

REINFORCED

ACST ACOUSTIC

AD ACCESS DOOR OR AREA DRAIN

AFF ABOVE FINISH FLOOR

AFFF AQUEOUS FILM-FORMING FOAM

AFG ABOVE FINISH GRADE

AGG AGGREGATE

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPS INTERRUPTING CAPACITY (SYM

RMS)

AL ALUMINUM

ALDOT ALABAMA DEPARTMENT OF

TRANSPORTATION

ALT ALTERNATE

AMP AMPERE

AP ACCESS PANEL

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ASWG AMERICAN WIRE GAUGE

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVE AVENUE

AVG AVERAGE

B & B BALL AND BURLAP

BM BEGIN BENCH MARK

CONBATT BATTEN INSULATION

BCE BASE CIVIL ENGINEER

BDY BOUNDARY

BIT BITUMINOUS

BL BASE LINE

BLDG BUILDING

BLDG. DIR BUILDING DIRECTORY

BLK BLOCK

BLKG BLOCKING

BM BEAM

BOC BACK OF CURB

BOF BOTTOM OF FOOTING

BOS BOTTOM OF STEEL

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRKT BRACKET

BT BENT

BTU BRITISH THERMAL UNIT

BTUH BTU PER HOUR

BVCE BEGIN VERTICAL CURVE ELEVATION

BVCS BEGIN VERTICAL CURVE STATION

{ or CL CENTER LINE

C TO C CENTER TO CENTER

C&G CURB & GUTTER

C. or CND CONDUIT (for raceway)

C.I. CAST IRON

C.O.E CORPS OF ENGINEERS

C.O.R CONTRACTING OFFICER REPRESENTATIVE

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

cc:SPF CLOSED CELL SPRAY FOAM INSUL.

CE COVER ELEVATION

CEM CEMENT

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CI CURB INLET

CIR CIRCULAR

CJ CONSTRUCTION JOINT

CKD CHECKED

CKT CIRCUIT

CL CENTER LINE

CL CLEARANCE

CLG CEILING

CLKG CAULKING

CLR CRUSHED LIMEROCK BASE

CLOS CLOSED

CMP CORRIGATED METAL PIPE

CMT CERAMIC MOSAIC TILE

CMU CONCRETE MASONRY UNITS

CNTR COUNTER

CO CLEANOUT

COL COLUMN

COM COMMON

COMB COMBINATION

COMB. COMBUSTION

COMM COMMUNICATIONS

COMP COMPRESSIBLE

CONC CONCRETE

CONN CONNECTOR

CONSTR CONSTRUCTION

CONT. CONTINUOUS

COR CONTRACTING OFFICERS

REPRESENTATIVE

CORR CORRIDOR

COV COVERED

CP CONCRETE PIPE

CPL CEMENT PLASTER

CPS or CYCLES PER SECOND

CRES CORROSIVE RESISTANT STEEL

CRG CARRIAGE

CRS COURSE

CSK COUNTERSUNK

CSO COMBINATION SEWER OUTFLOW

CTB CEMENT TREATED BASE

CTR CENTER

CTRL CONTROL

CTU CERAMIC TILE UNGLAZED

CU CONDENSING UNIT

CU YD CUBIC YARDS

CUH CABINET UNIT HEATER

CV CEILING VENT

CW COLD WATER

CWR CHILLED WATER RETURN

CWRR CHILLED WATER REVERSE RETURN

CWS CHILLED WATER SUPPLY

CYL CYLINDER

D d PENNY (as in nail-10d)

D DATUM OR DRYER

D&M DRESSED & MATCHED

D or DBL DOUBLE

D.C.J. DOWELED CONTROL JOINT

D.I. DUCTILE IRON

DA DOUBLE ACTING

DB DRY BULB

DC DIRECT CURRENT

DCJT DUMMY CONTROL JOINT

DCL DOOR CLOSER

DDESB DEFENSE EXPLOSIVE SAFETY BOARD

DEG DEGREE

DEPR DEPRESSION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DHWR DOMESTIC HOT WATER RETURN

DHWS DOMESTIC HOT WATER SUPPLY

DIA or ~ DIAMETER

DIAG DIAGONAL

DIAPH DIAPHRAGM

DIM DIMENSION

DIST DISTRIBUTION

DN STR DOWN STREAM

DO DOOR OPENING

DOIM DIVISION OF INFORMATION MANAGEMENT

DOM DOOR OPERATOR MOTOR

DP DAMPPROOFING

DPST DOUBLE POLE SNGL THROW

DR DRAIN

DS DOWN SPOUT

DSYTS DOUBLE SOLID YELLOW TRAFFIC STRIPE

DTL DETAIL

DWD DRINKING WATER DISPENSER

DWG DRAWING

DWLS DOWELS

E EAST

EA EACH

EF EXHAUST FAN

EOC EDGE OF CURB

EOP EDGE OF PAVEMENT

EL ELEVATION (GRADE or BLDG)

ELEC ELECTRICAL OR ELECTRIC

EM EMERGENCY

ENCL ENCLOSURE

ENG. ENGINEERING

ENT ENTRANCE

EOC EDGE OF CURB

EOD EXPLOSIVE ORDINANCE DISPOSAL

EP / EOP EDGE OF PAVEMENT

EQ EQUAL

EQUIP EQUIPMENT

ERP ENVIRONMENTAL RESOURCE PERMIT

EST ESTIMATE

EW EACH WAY

E.W.C. ELECTRIC WATER COOLER

EXC EXCAVATE

EXIST EXISTING

EXP EXPOSED

EXPN EXPANSION

EXT EXTERIOR

EVCE END VERTICAL CURVE ELEVATION

EVCS END VERTICAL CURVE STATION

F FAHRENHEIT

F.P.M. FEET PER MINUTE

F.S. FAR SIDE OR FULL SIZE

FA FRESH AIR

FAC FLORIDA ADMINISTRATIVE CODE

FCU FAN COIL UNIT

FC FOOT CANDLE

FCG FACING

FDEP FLORIDA DEPARTMENT OF EVIRONMENTAL

PROTECTION

FDN FOUNDATION

FDOT FLORIDA DEPARTMENT OF

TRANSPORTATION

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FG FINISH GRADE

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIG FIGURE

FIN. FINISH

FIX. FIXTURE

FL FLOOR

FLASH. FLASHING

FLG FLOORING

FLUOR FLUORESCENT

FOC FIBER OPTIC CABLE

FP FIRE PROTECTION

FPRF FIRE PROOF

FR FRAME OR FIRE RATED

FT FEET OR FINNED TUBE

FTG FOOTING

FURR'G FURRING

G GAS

GCAB GRADED CRUSHED AGGREGATE BASE

G.C.O. GROUND CLEANOUT

G.V. GATE VALVE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GCAB GRADED CRUSHED AGGREGATE BASE /

SURFACE

GEN GENERAL

GI GALVANIZED IRON

GL GLASS

GOVT. GOVERNMENT

GPM GALLONS PER MINUTES

GR GRADE

GRND GROUND

GRTG GRATING

GRVL GRAVEL

GTD GRADE TO DRAIN

GWB GYPSUM WALLBOARD

GWT GLAZED WALL TILE

GYP GYPSUM

H.PT. HIGH POINT

H.S. HIGH STRENGTH

HB HOSE BIBB

HBD HARDBOARD

HDW HARDWARE

HDR HEADER

HGL HYDRAULIC GRADE LINE

HHEP HORIZONTAL ELLIPTICAL PIPE

HMA OT MIX ASPHALT

HOA HHANDS OFF AUTO

HP HORSE POWER

HPW HIGH PRESSURE WASHER

HR HOUR

HSB HIGH STRENGTH BOLT

HSGYP HIGH STRENGTH GYPSUM PLASTER

HT HEIGHT

HTG HEATING

HW HOT WATER

HWH HOT WATER HEATER

HWR HOT WATER RETURN

HWS HOT WATER SUPPLY

HYD HYDRAULIC

I OR FE IRON

I.D. INSIDE DIAMETER

I.P. IRON PIPE

IAW IN ACCORDANCE WITH

IBC INTERNATIONAL BUILDING CODE

IC INTERCOM

IE INVERT ELEVATION

IES ILLUMINATING ENG. SOCIETY

IESCR INTERUPTING ELECTRICAL SHORT CIRCUIT

RATING

IN INCH

INSUL. INSULATION

INT INTERIOR

INV INVERT

IRH INFRA-RED HEATER

IS INDUSTRIAL SEWER

JB JUNCTION BOX

JC JANITOR CLOSET

JCT JUNCTION

JST JOIST

JT JOINT

K ALGEBRAIC DIFFERENCE IN

GRADE / LENGTH VERTICAL CURVE

KIT KITCHEN

KL KEY LOCK

KP KICK PLATE

KSF KIPS/SQUARE FOOT

KSI KIPS/SQUARE INCH

KV KILOVOLTS

KVA KILOVOLTS AMPERES

KVAR KILOVOLTS AMPERES REACTIVE

KW KILOWATTS

KWH KILOWATTS HOUR METER

L LUMEN

LAU LAUNDRY

LAV LAVATORY

LBR LUMBER

LBS POUND

LD LOAD

LDG LOADING

LG LENGTH

LF LINEAR FEET

LIS LAWN IRRIGATION SYSTEM

LLH LONG-LEG HORSZONTAL

LLV LONG-LEG VERTICAL

LNDG LANDING

LNTL LINTEL

LONG LONGITUDIONAL

LP LOW POINT

LPS LIGHT PROOF SHADE

LT LIGHT

LT. WT. LIGHT WEIGHT

LVC LENGTH VERTICAL CURVE

M THOUSAND

M & B MATCHED AND BEADED

MAN MANUFACTURER

MACH MACHINE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MC MEDICINE CABINET

MCM THOUSAND CIRCULAR MILLS

ME MATCHING EXISTING

MECH MECHANICAL

MES MITERED END SECTION

MET. METAL

MFG MANUFACTURING

MFR MANUFACTURE

MG MOTOR GENERATOR

MH MANHOLE

MHGY MAHOGANY

MIN MINUMUM

ML METAL LATH

MLDG MOULDING

MO MASONRY OPENING

MON MONUMENT

MONO MONOLITHIC

MOT MOTOR

MSTC MASTIC

MT METAL THRESHOLD

MTD MOUNTED

MTN MOUNTAIN

MUTCD MANUAL FOR UNIFORM TRAFFIC

CONTROL DEVICES

MW MONITORING WELL

N NORTH

NEC NATION ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL

MANUFACTURERS' ASSOCIATION

NIC NOT IN CONTRACT

NOI NOTICE OF INTENT

NTP NOTICE TO PROCEED

OA OUTSIDE AIR

OB WG OBSCURE WIRE GLASS

OBGL OBSCURE GLASS

OBSC OBSCURE

OC ON CENTERS

OD OUTSIDE DIMENSION

OFF. OFFICE

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OPP. HD. OPPOSITE HAND

OPS OPERATIONS

OSHA OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION

OSP OUTSIDE PLANT CABLE

OVSCP OVERFLOW SCUPPER

OWS OIL WATER SEPARATOR

P POLE

P. LAM. PLASTIC LAMINATE

P/S PRESTRESSED

PA PUBLIC ADDRESS

PAN. B PANIC BOLT

PBS PUSH BUTTON STATION

PCC PORTLAND CEMENT CONCRETE

PD PAVEMENT DRAIN

PERF PERFORATED

PH or 0 PHASE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PLATE

PLAS PLASTER

PLATF PLATFORM

PLBG PLUMBING

PLG PILING

PLY WD PLYWOOD

PNL PANEL

PNL BD PANEL BOARD

POL POLISH

PORC PORCELAIN

POB POINT OF BEGINNING

PP POWER POLE

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECTION

PROP PROPOSED

PRPT PARAAPET

PRV PRESSURE REGULATING VALVE

PSF POUND/SQUARE FOOT

PSI POUNDS/SQUARE INCH

PT POINT

PTD PAINTED

PVMT PAVEMENT

QD QUANTITY DISTANCE

RD QUARTER ROUND

Q.T. QUARRY TILE

QT QUART

QTERS QUARTERS

R RISER

R.D. ROOF DRAIN

R.S. ROOF SCUTTLE

RA RETURN AIR

RAD or R RADIUS

RB RUBBER BASE

RC RADIATOR CONVECTOR

RC REMOTE CONTROL PIPE

RCB REINFORCED CONCRETE BOX

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROAD

RD OR ~ ROUND

RECP RECEPTACLE

RECR RECREATION

REF or RE: REFERENCE

REFR REFRIGERATOR

REG REGISTER OF REGULAR

REINF REINFORCEMENT

REM REMOVABLE

REQ'D REQUIRED

REQMTS REQUIREMENTS

REV REVISIONS

RGE RANGE

RGH ROUGH

RM ROOM

ROW RIGHT OF WAY

RUB RUBBER

S SOUTH

S.T. SUPPLY DIFFUSER

S.ST. STAINLESS STEEL

S/W SIDEWALK

SA SUPPLY AIR

SAF SUPPLY AIR FAN

SB SPLASH BLOCK

SCHD SCHEDULE

SCP SCUPPER

SCR SCREW

SCUT SCUTTLE

SD STORM DRAIN

SDMH STORM DRAIN MANHOLE

SEC SECTION

SECY SECRETARY

SEQ SEQUENCE

SFU STRUCTURAL FACING UNIT

SHT SHEET

SHTHG SHEATHING

SIM SIMILAR

SM SAND SILTY SAND POORLY GRADED

SPA SPACING

SPDT SINGLE POLE DBL THROW

SPEC SPECIFICATIONS

SPF SOUNDPROOF

SPH SPACE HEATER

SPKR SPEAKER

SPL SPECIAL

SQ SQUARE

SQUAD SQUADRON

SR SUPPLY REGISTER

SS SANITARY SEWER

SSMH SANITARY SEWER MANHOLE

SSMR STRUCTURAL STANDING SEAM

METAL

ROOF PANELS

ST STRAND OR STREET

STA STATION

STD STANDARD

STF STIFFENER

STGR STRINGER

STL STEEL

STN STONE

STOR STORAGE

STR STRUCTURAL

STWY STAIRWAY

SU SPARE UNIT

SUB FL SUB FLOOR

SUSP SUSPENDED

SW SWITCH

SWPPP STORMWATER POLLUTION PREVENTION

PLAN

SYMM SYMMETRICAL

T THREAD

T.O. TOP OF

TA TRAINING AREA

TAB TOP AND BOTTOM

TAN. TANGENT

TAP WATTAGE TAP

TBD TO BE DETERMINED

TBR&R TO BE REMOVED AND REPLACED

TCP TRAFFIC CONTROL PLAN

TEC TERMINAL ENGAGEMENT CENTER

TEL TELEPHONE

TEMP TEMPERATURE

TER TERRAZZI

TERM TERMINAL

TGL TOGGLE

TH THRESHOLD

THERMO THERMOSTAT

THK THICK

TOC TOP OF CONCRETE

TOIL. TOILET

TOPO TOPOGRAPHY

TOS TOP OF STEEL

TP TEST PIT

TTB TELE TERMINAL BOARD

TV TELEVISION

TYP TYPICAL

U.S. UNITED STATES

UC UNIT COOLER

UG UNDERGROUND

UGE UNDERGROUND ELECTRIC

UH UNIT HEATER

UIP USE IN PLACE

UL UNDERWRITERS LABORATORIES

UNCNST UNDER CONSTRUCTION

UNEX UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UPSTR UPSTREAM

USACE UNITED STATES ARMY CORPS OF

ENGINEERS

UT UTILITY

UV UNIT VENTILATOR

V VOLT

VB VINYL BASE

VC VINYL WALL COVERING

VCP VITRIFIED CLAY PIPE

VCT VINYL CONPOSITION TILE

VENT VENTILATION OF VENTILATOR

VERT VERTICAL

VFDU VARIABLE FREQUENCY DRIVE

UNIT

VOL VOLUME

VS VENT STACK

VTR VENT THRU ROOF

W WEST

W.E. WATER ELEVATION

W.I. WROUGHT IRON

W/ WITH

W/O WITHOUT

WB WET BULB

WC WATER

WD WOOD

WF WIDE

WH WALL HYDRANT

WHM WATT HOUR METER

WKS WORK SHOP

WL WATER LINE

WP WEATHER PROOF

WPF WATER PROOF

WPFG WATER PROOFING

WRB WARDROBE

WS WASTE STACK OR

WEATHER STRIPPING

WSA WEAPON STORAGE AREA

WT WEIGHT

WTCM WHITE TRAFFIC CONTROL MARKING

WV WATER VALVE

WWF WELDED WIRE FABRIC

XFMR TRANSFORMER

Y.D. YARD DRAIN

YD YARD

J D

E F

A L C

S T

U R

N E

J L O

N G

P O

O N

N O

A B

B R

E V

I A

T I O

N S

M H

C d w

C-002

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

B E

F I L

A M

A I N

J O

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E E

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A I R

M A

E A

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TABLE 1: DISCIPLINE DESIGNATOR

WATERLINE

SANITARY SEWER

FIRE HYDRANT

STORM DRAIN

WASTE DRAIN

POST INDICATOR VALVE

CONTOURS

SPOT GRADE ELEVATIONS

DIRECTION OF DRAINAGE

DRILL HOLE

FIRE PROTECTION WATERLINE

GAS

GAS MAIN

MANHOLE SELF EXPLANATORY

DEPENDING ON TYPE OF UTILITY LINE

GATE VALUE & VALVE BOX

OR SERVICE STOP & BOX

UNDERGROUND STEAM SUPPLY GAS METER

PIV

GAS MAIN

N 98.8

E 59.7

NORTHING - EASTING LABEL

CORE BORING LOCATION

SILT FENCE BARRIER

OBJECT MARKER

SIGN

CABLE BARRIER

CLEARING AND GRUBBING

CONSTRUCTION LIMIT

TREE LINE

NOTE: SHEET GRID COLUMN AND ROW LOCATION REFER TO THE

LETTERS AND NUMBER WHICH OCCUR ON LEFT SIDE AND TOP

OF BORDER.

CONCRETE VALLEY GUTTER

ASPHALT OR GRAVEL PAVEMENT REMOVAL

2-DIGIT DISCIPLINE DESIGNATOR (SEE TABLE 1)

1-DIGIT SHEET TYPE DESIGNATOR (0-9)

2-DIGIT SHEET SEQUENCE (00-99)

DETAIL NUMBER

SHEET NUMBER OF DWG. WHERE

DETAIL IS SHOWN

C-501

SCALE:G7

DETAIL/SECTION / ELEVATION TITLE

SHEET GRID ROW LOCATION

SHEET GRID COLUMN LOCATION

1. RADII ARE SHOWN AT THE EDGE OF TRAVEL WAY (ETW).

2. DIMENSIONS TO GUTTER ARE MEASURED TO THE EDGE

OF ASPHALT PAVEMENT.

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND

ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS

TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

STORM DITCH FLOW DIRECTION

PAVEMENT MARKING REMOVAL

NEW WORK LEGEND

NEW WORK & PAVEMENTS HATCH LEGEND

SYMBOL IDENTIFICATION

SURVEY / EXISTING CONDITIONS LEGEND

CS101

SHEET NAMING LEGEND

SITE LAYOUT NOTES

GENERAL NOTES

DEMOLITION / REMOVAL LEGEND

SAMPLE SHEET NAME:

SILT FENCE

X X X X

SAFETY FENCE

SEDIMENT TRAP

CONSTRUCTION

ENTRANCE

INLET PROTECTION

CHECK DAM WATTLE

BMP LEGEND

4" UNREINFORCED CONCRETE PAVEMENT

TREE REMOVAL

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C-003

TREE

C COMM. MANHOLE / PULLBOX

EXISTING ELEVATION

S SANITARY MANHOLE

BOLLARD

GROUND LIGHT

POLE LIGHT

POWER POLE

D DRAINAGE MANHOLE

GUY WIRE

GAS VALVE

FIRE HYDRANT

WATER VALVE

CONTROL POINT

CO SANITARY CLEANOUT

D DRAINAGE INLET

CENTERLINE ROADWAY

UNDERGROUND COMMUNICATION LINE

OVERHEAD/UNDERGROUND ELECTRICAL LINE

STORM DRAIN

SANITARY SEWER

WATER LINE

NATURAL GAS LINE

HAUL ROUTE

GI INDEX/LEGEND SHEETS

C- CIVIL GENERAL

VF EXISTING CONDITIONS

V- SURVEY MONUMENTATION

CD CIVIL DEMOLITION

CS CIVIL SITE

CG CIVIL GRADING

CP CIVIL PAVING

CU CIVIL UTILITY

EXISTING BUILDING

TYPE III BARICADE

DRIP LINE

CONTOUR

SIGN

COMMx

SAN

SDx

VEGETATION PLAN LEGEND

SOLID SOD

TREE PROTECTION

SEEDING

CONTACTOR STAGING AREA

6" UNREINFORCED CONCRETE PAVEMENT

CONCRETE SIDEWALK OR PCC SLAB

AGGREGATE DRIVE

EXISTING BUILDING

PAVEMENT MARKINGS

PROJECT LIMITS

PAVEMENT MARKINGS

S C

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T I O

N M

A R

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A T

US Army Corps of Engineers

SHEET ID

S O

L I C

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S I Z

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C O

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R A

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R M

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N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

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K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

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GENERAL NOTES

1. ALL CONTRACTOR VEHICLES AND PERSONNEL MAY BE SEARCHED BY EGLIN

AFB SECURITY POLICE WHEN ENTERING THE WORK AREA AND MAY

EXPERIENCE DELAYS. ALL VEHICLES ENTERING THE WORK AREA MUST HAVE

CURRENT/VALID REGISTRATION, CURRENT/VALID INSURANCE, AND

CURRENT/VALID DRIVERS LICENSE FOR THE OPERATOR.

2. THE CONTRACTOR SHALL PROVIDE AND INSTALL A PROFESSIONALLY

PAINTED SIGN, MEETING COR APPROVAL, AT THE CONSTRUCTION

ENTRANCE TO DIRECT MATERIAL SUPPLIERS AND EMPLOYEES TO THE

CONSTRUCTION SITE.

3. ALL CONSTRUCTION EQUIPMENT AND CONTRACTOR CONSTRUCTION

VEHICLES SHALL BE MARKED WITH COMPANY PAINTED DESIGNS, INSIGNIAS

OR OTHER COMPANY MARKINGS, WHICH ARE CLEARLY VISIBLE.

4. THE CONTRACTOR CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC

SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN REVERSE.

5. THE CONTRACTOR SHALL COORDINATE ACTIVITIES THROUGHOUT THE

PROJECT IN A MANNER THAT ALLOWS EMERGENCY ACCESS TO ALL

EXISTING ROADWAYS AT ALL TIMES WITHOUT DELAY TO EMERGENCY

VEHICLE RESPONSE TIME.

6. THE CONTRACTOR'S STAGING AREA SHALL BE SUBJECT TO APPROVAL BY

COR. WHEN NOT ENGAGED IN CONSTRUCTION ACTIVITY, THE

CONTRACTOR'S CONSTRUCTION EQUIPMENT AND VEHICLES SHALL BE

PARKED IN THE CONTRACTOR'S STAGING AREA.

7. STAGING AREA AND ANY OTHER AREA DISTURBED BY CONTRACTOR DURING

CONSTRUCTION SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION

OF EXISTING SITE, SUBJECT TO THE APPROVAL OF THE COR.

8. THE CONTRACTOR'S STAGING, LAY-DOWN, AND OFFICE SITE SHALL BE

WITHIN "CLEARING LIMIT/CONSTRUCTION LIMITS" AS SHOWN ON CD101.

9. THE CONTRACTOR SHALL COORDINATE WITH COR REGARDING ANY

GOVERNMENT-OWNED EQUIPMENT REQUIRING RELOCATION TO COMPLETE

WORK.

10. THE CONTRACTOR SHALL TAKE STEPS TO ENSURE THAT THE PROJECT

CONSTRUCTION ACTIVITY DOES NOT INTERFERE WITH BUILDING 868.

WEEKLY BRIEFINGS OR SERVICES SHALL BE CONDUCTED BY THE

CONTRACTOR WITH THE COR, FOR THE PURPOSE OF COORDINATING

CONSTRUCTION ACTIVITIES AND SCHEDULED NEARBY. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR COORDINATING THE INTERVAL (WEEKLY,

BIWEEKLY, ETC.) FOR THE REQUIRED BRIEFINGS PRIOR TO COMMENCEMENT

OF SITE CONSTRUCTION ACTIVITY. THE BASE COMMANDER AND/OR THE COR

SHALL HAVE THE AUTHORITY TO IMMEDIATELY SUSPEND AUTHORIZATION

TO WORK FOR SECURITY REASONS.

11. THE CONTRACTOR IS REQUIRED TO SURVEY ALL UTILITY LINES AND

APPURTENANCES IMMEDIATELY AFTER INSTALLATION FOR UPDATING

RED-LINE AS-BUILT DRAWINGS MAINTAINED ON-SITE BY THE CONTRACTOR.

USING THE FLORIDA NORTH STATE PLANE COORDINATE SYSTEM FOR THE

HORIZONTAL DATUM AND NAVD 88 FOR THE VERTICAL DATUM.

12. EGLIN AFB HAS NO DESIGNATED SPOIL AREAS. CONTRACTOR IS TO REMOVE

NON-COMBUSTIBLE MATERIALS, WASTE AND UNSUITABLE MATERIAL OFF

BASE AND DISPOSE OF PROPERLY.

13. THE CONTRACTOR IS TO SUBMIT TRAFFIC CONTROL PLAN TO THE COR.

TRAFFIC CONTROL SHALL CONFORM TO THE MOST CURRENT MUTCD AND

FDOT DESIGN STANDARD.

14. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES

(UNDERGROUND AND ABOVE) WITHIN THE PROJECT LIMITS PRIOR TO

BEGINNING OF CONSTRUCTION.

16. TEMPORARY POWER, SEWER AND WATER SHALL BE PROVIDED BY

CONTRACTOR.

17. THE CONTRACTOR SHALL NOTIFY THE COR OF ANY ROAD CLOSURES 30

DAYS IN ADVANCE OF THE CLOSURE FOR APPROVAL.

COORDINATION NOTES

1. THE CONTRACTOR SHALL APPOINT A CONSTRUCTION SUPERINTENDENT,

SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER, WHO SHALL BE

PRESENT ON THE CONSTRUCTION SITE AT ALL TIMES DURING WORKING

HOURS WHILE JOB IS IN PROGRESS. THE SUPERINTENDENT SHALL BE

DESIGNATED THE RESPONSIBLE CONTRACTOR'S REPRESENTATIVE WHO

SHALL BE AVAILABLE ON A 24-HOUR BASIS. WHEN THE CONTRACTOR'S

REPRESENTATIVE IS NOT AVAILABLE ON THE CONSTRUCTION SITE, AN

APPROVED ALTERNATE REPRESENTATIVE SHALL BE PROVIDED.

2. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CORDON OFF THE

WORK AREAS AND STREET CROSSINGS BY USING BARRICADES APPROVED

BY THE COR, AS NEEDED.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LAYOUT OF THE PROJECT

AND THE EXPENSE THEREOF. IT SHALL BE THE CONTRACTOR'S

RESPONSIBILITY TO ENSURE THAT NO IMPROVEMENTS ARE CONSTRUCTED

OUTSIDE THE PROJECT LIMITS.

EROSION CONTROL NOTES

1. BMPS SHOWN ON THE PLAN ARE NOT FINAL AND SHALL BE ADJUSTED PER

SITE CONDITIONS AT THE TIME OF CONSTRUCTION. CONTRACTOR IS NOT

LIMITED TO THE BMPS DETAILED IN THE PLAN SET AND MAY USE ADDITIONAL

BMPS AS APPROVED BY THE COR.

2. THE CONTRACTOR HAS THE SOLE RESPONSIBILITY TO DESIGN THE EROSION

CONTROL PLAN AND IS RESPONSIBLE FOR ALL FEDERAL, STATE AND LOCAL

PERMITS FOR EROSION CONTROL. CONTRACTOR SHALL OBTAIN FDEP

PERMIT FOR CONSTRUCTION ACTIVITIES. CONTRACTOR SHALL BE

RESPONSIBLE FOR ALL FEES AND APPLICATION PREPARATION.

3. EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY

DISTURBANCE.

4. EROSION CONTROL DEVICES SHALL BE USED FOR THE STAGING AREA AND

ANY MATERIAL STOCK PILES WHEN NECESSARY TO CONTROL EROSION AND

SEDIMENT DISCHARGE.

5. STOCKPILED MATERIAL SHALL BE CONSTRAINED IN A MANNER TO PREVENT

ITS MOVEMENT BY WIND FORCES.

6. LIMITS OF CONSTRUCTION IS DEFINED AS THOSE AREAS AFFECTED BY THE

CONTRACTOR'S OPERATIONS INVOLVING EXCAVATION, EMBANKMENT AND

FINAL GRADING REQUIRED TO COMPLETE THE WORK.

7. THE CONTRACTOR SHALL UTILIZE FDOT EROSION AND SEDIMENT CONTROL

MANAGEMENT MANUAL.

8. CONSTRUCTION ENTRANCES SHALL BE LOCATED TO MINIMIZE IMPACT ON

LOCAL TRAFFIC CONDITIONS AND SHALL BE MAINTAINED FOR THE LIFE OF

THE PROJECT.

9. FOR INFORMATION ON REQUIRED FDEP CONSTRUCTION PERMIT AND BMP

PLAN SEE SECTION 01 57 19, "TEMPORARY ENVIRONMENTAL CONDITIONS".

EXCAVATION AND TRENCHES NOTES

1. OPEN TRENCHES, EXCAVATIONS, AND DEMOLITION AREAS WITHIN THE

CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE

FENCING OR OTHER MEANS ACCEPTABLE TO THE COR.

2. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL LOCATE ALL UTILITIES.

ANY UTILITY ADJUSTMENTS, EXISTING OR PROPOSED, REQUIRED TO

COMPLETE CONSTRUCTION UNDER THIS CONTRACT SHALL BE THE

RESPONSIBILITY OF THE CONTRACTOR. THIS ITEM INCLUDES, BUT IS NOT

LIMITED TO; THE TEMPORARY RELOCATION OF EXISTING OVERHEAD POWER

LINES. ALL WORK PERFORMED IN THE VICINITY OF OVERHEAD POWER LINES

SHALL CONFORM TO OSHA REQUIREMENTS AND ANY OTHER APPLICABLE

(LOCAL) SAFETY REQUIREMENTS. THE CONTRACTOR IS TO REPAIR ALL

DAMAGES TO EXISTING UTILITIES THAT ARE TO REMAIN IN SERVICE

IMMEDIATELY AT NO ADDITIONAL COSTS OR EXPENSE TO THE

GOVERNMENT.

3. ALL WORK PERFORMED ADJACENT TO OR ON EXISTING ROADWAYS SHALL

COMPLY WITH CURRENT FDOT STANDARDS FOR TRAFFIC CONTROL AND

SAFETY. ALL WORK IN AND ADJACENT TO STREETS OR ROADS SHALL BE

COORDINATED WITH THE COR. THE CONTRACTOR SHALL PROVIDE THE COR

WITH A ONE-WEEK ADVANCE NOTICE PRIOR TO BEGINNING OF WORK

ADJACENT TO RANGE ROAD. NO WORK ADJACENT TO OR ON EXISTING

ROADS SHALL BE INITIATED WITHOUT PRIOR APPROVAL FROM THE COR.

4. THE CONTRACTOR TO OBTAIN ALL REQUIRED PERMITS TO PERFORM

UNDERGROUND WORK. INCLUDING BUT NOT LIMITED TO DIG PERMIT.

5. THE CONTRACTOR SHALL PROVIDE WATER DIVERSIONS AS REQUIRED TO

LIMIT RAIN WATER FROM ENTERING SITE EXCAVATED AREAS. FOR

DE-WATERING REQUIREMENTS SEE SECTION 31 00 00.

SAFETY AND SECURITY REQUIREMENT NOTES

1. THE CONTRACTOR SHALL MAINTAIN SAFETY PRACTICES THAT CONFORM TO

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA)

REGULATIONS AND USACE SAFETY MANUAL EM385-1-1.

2. OPEN FLAME WELDING OR TORCH CUTTING OPERATIONS REQUIRES A HOT

WORK PERMIT FROM THE EGLIN AFB FIRE DEPARTMENT.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR TEMPORARY FENCING OR

OTHER SECURITY MEASURES REQUIRED TO PROTECT WORK AREA OR

EQUIPMENT DURING CONSTRUCTION. ORANGE SAFETY FENCE SHALL BE

INSTALLED PRIOR TO INITIATING ANY DEMO WORK.

4. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE IF THE

REQUIRED CONSTRUCTION CAN BE PERFORMED WITHIN THE AREA

PROVIDED AND COMPLY WITH REQUIREMENTS OF THE SAFETY AND HEALTH

REGULATIONS (OSHA) FOR CONSTRUCTION PROJECTS OF THIS TYPE. ANY

SAFETY MEASURES OR METHOD OF CONSTRUCTION THAT IS NECESSARY IN

THE CONSTRUCTION OF THIS PROJECT TO COMPLY WITH THESE

REGULATIONS IS THE CONTRACTOR'S RESPONSIBILITY.

DEMOLITION NOTES

1. ALL MATERIAL REMOVED SHALL BE DISPOSED OF IN AN APPROVED LANDFILL

OFF GOVERNMENT PROPERTY.

ENVIRONMENTAL NOTES

1. AF FORM 813, SIGNED AND ISSUED. DUE TO CHANGING ENVIRONMENTAL

CONDITIONS AND/OR REGULATIONS, THE ASSIGNED CATEGORICAL

EXCLUSION FOR THIS PROPOSED ACTION WILL EXPIRE 5 YEARS FROM THE

DATE THAT THE AF FORM 813 WAS SIGNED. IF PROPOSED ACTION IS NOT

IMPLEMENTED WITHIN 5 YEARS, A NEW AF FORM 813 MUST BE SUBMITTED.

2. THERE ARE NO CULTURAL RESOURCES CONCERNS ANTICIPATED WITH THIS

PROJECT. HOWEVER, IF UNEXPECTED DISCOVERIES, SUCH AS NATIVE

AMERICAN GRAVES OR LOST HISTORIC CEMETERIES ARE ENCOUNTERED,

GUIDELINES SET FORTH IN CHAPTER 872, FLORIDA STATUTE (FLORIDA'S

UNMARKED BURIAL LAW) MUST BE FOLLOWED. IF HUMAN REMAINS OR

ARCHAEOLOGICAL MATERIALS ARE ENCOUNTERED DURING CONSTRUCTION,

WORK SHOULD CEASE IMMEDIATELY AND THE AREA SECURED. CONTACT

THE EGLIN AFB CULTURAL RESOURCES OFFICE THROUGH THE COR WITHIN

24 HOURS: LYNN SHREVE 883-2102 OR BEN AUBUCHON 882-3324.

VEGETATION NOTES

1. PROVIDE SOLID SOD ON ALL AREAS DESIGNATED TO RECEIVE SOD. SEE

SHEET CS701.

2. PROVIDE SEEDING ON ALL GRADED, SCARRED OR DISTURBED AREAS AS

INDICATED ON THE VEGETATIVE PLANS.

3. THE SITE IS CONSIDERED TO HAVE NO TOPSOIL PRESENT. ALL TOPSOIL

SHALL BE BROUGHT IN FROM AN OFFSITE COMMERCIAL SOURCE FOR

PROJECT USE.

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C-004

EGLIN

S C

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T I O

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US Army Corps of Engineers

SHEET ID

S O

L I C

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S I Z

S U

B M

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T E

C O

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R A

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R S

A N

S I

M O

B I L

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T R

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M O

B I L

L A

B A

M A

C H

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K E

D R

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I S

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2 3 4 5 6 7 8 9

P R

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PIV PIV

GRAVEL CONSTRUCTION

ACCESS ROAD (ATC)

NEW ASPHALT

ROAD (ATC)

GRAVEL CONSTRUCTION

ACCESS ROAD (ATC)

F L O

A H

EGLIN PKWY.

12L-30R RUNWAY

OKALOOSA

REGIONAL

AIRPORT

"NORTH GATE" ENTRANCE

SEE NOTES 1 THRU 3

"EAST GATE" ENTRANCE

GRIFFIN WAY

LUTON DRIVE

WIZARD WAY

PERIMETER ROAD

PAQUITO ROAD

PROJECT LOCATION -

EGLIN AIR FORCE BASE

N.T.S

HAUL ROUTE & PROJECT SITE ENLARGEMENT PLAN

N.T.S

GENERAL NOTES:

1. NORTH GATE CONSTRUCTION ACCESS - PRIMARY CONSTRUCTION ENTRANCE GATE SHALL BE OPEN MON-SAT EXCLUDING HOLIDAYS. NO SUNDAY DELIVERIES ARE ALLOWED. ALL

DELIVERY TRUCKS MUST HAVE A BILL OF LADING IDENTIFYING THE CONTRACTOR, CONTRACT NUMBER AND LIST OF MATERIALS. ANY SPECIAL DELIVERIES SHALL BE SUBMITTED IN

WRITING TO THE CONTRACTING OFFICER 5 DAYS IN ADVANCE, AND SECURITY FORCES SHALL BE NOTIFIED 72 HOURS IN ADVANCE, NOT ALL REQUEST MAY BE GRANTED.

2. CONTRACTOR AND SUPPLIERS SHALL ENTER BASE THROUGH THE NORTH GATE.

3. ALL CONTRACTOR DELIVERIES MUST BE INSPECTED AT THE NORTH GATE PRIOR TO ARRIVAL AT THE JOB SITE.

4. CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL BEST MANAGEMENT PRACTICES (BMP'S) SHOWN HEREIN FOR THE ENTIRE PROJECT AREA, CONTRACTOR STAGING/LAYDOWN

AREA SHOWN AND/OR UTILIZED, AND SHALL BE REQUIRED TO IMPLEMENT ANY CHANGES TO INSTALLED BMP'S AS DIRECTED BY THE C.O.R.

5. THE CONTRACTOR AND USACE CONTRACTING OFFICERS REPRESENTATIVE (C.O.R) SHALL DOCUMENT THE EXISTING CONDITIONS OF THE HAUL ROUTE THROUGH THE BASE PRIOR

TO COMMENCEMENT OF CONSTRUCTION. ANY DAMAGES TO THE HAUL ROUTE ROAD(S) SHALL BE REPAIRED TO THE SATISFACTION OF THE CONTRACTING OFFIVERS

REPRESENTATIVE AT THE THE CONTRACTORS EXPENSE.

6. DISPOSAL AREAS FOR RUBBLE, UNSUITABEL EXCESS SOIL MATERIALS, OR OTHER CONSTRUCTION DEBRIS ARE NOT AVAILABLE ON THE BASE FOR THE CONTRACTOR'S USE.

DISPOSAL IS THE RESPONSIBILITY OF THE CONTRACTOR AT SITES OFF GOVERNMENT CONTROLLED LANDS.

7. BORROW SITES ARE NOT AVAILABLE FOR USE BY THE CONTRACTOR ON THE BASE. ALL BORROW MATERIALS, TOPSOIL, OR OTHER SOIL MATERIAL SHALL BE OBTAINED BY THE

CONTRACTOR FROM COMMERCIAL SOURCES FROM OFF-SITE LOCATIONS.

8. CONTRACTOR STAGING, STOCKPILE/LAYDOWN AREAS SHALL BE RETURNED TO ORIGINAL CONDITIONS AS APPROVED BY THE C.O.R. AT THE COMPLETION OF CONSTRUCTION.

HAUL ROUTE

FLAGGER REQUIRED

HAUL "EXIT" ROUTE

"EAST GATE" EXISTING BASE ENTRANCE

SEE NOTE 2

PROJECT LOCATION:

AIRMAN LEADERSHIP SCHOOL FACILITY

PROJECT SITE

CONSTRUCTION EXIT

SEE NOTE 4

HAUL ROUTE

SEE NOTES 2 AND 3

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C-005

CONTRACTOR STAGING/

LAYDOWN AREA

PLAN NORTH

CORNER

POST

BRACE

TRUSS

ROD

2" DIA. TUBULAR STEEL BASE (2' X 3') WITH

18" TO 24", 1-1/2" DIA. POST (TYPICAL)

CHAIN LINK

FABRIC

TENSION WIRE

LINE

POST

10.0' MAXIMUM

MULTIPLES OF 10.0'

MAXIMUM

END BAY

CORNER

POST

BRACE

TRUSS

ROD

RUBBER TIRE

FILLED WITH CONCRETE

(TYPICAL)

CHAIN LINK

FABRIC

TENSION WIRE

LINE

POST

10.0' MAXIMUM

MULTIPLES OF 10.0'

MAXIMUM

END BAY

NOTES:

1. COVER ALL TEMPORARY CONSTRUCTION FENCE WITH

BROWN UV RESISTANT FABRIC. PROVIDE PROPER

ANCHORAGE OF THE FABRIC TO THE FENCE.

2. TEMPORARY CHAIN-LINK CONSTRUCTION FENCE IN PAVED

AREAS SHALL NOT BE USED FOR SECURITY FENCING.

NOTES:

1. COVER ALL TEMPORARY CONSTRUCTION FENCE WITH

BROWN UV RESISTANT FABRIC. PROVIDE PROPER

ANCHORAGE OF THE FABRIC TO THE FENCE.

2. TEMPORARY CHAIN-LINK CONSTRUCTION FENCE IN PAVED

AREAS SHALL NOT BE USED FOR SECURITY FENCING.

NONPAVED AREASPAVED AREAS

SCALE: N.T.S.A4

TEMPORARY CHAIN LINK CONSTRUCTION FENCE

ELEVATION

WELDED TUBULAR STEEL BASE

SUPPORT POSTS

1-1/2" OD MAX.

M I N

TEMPORARY

FENCE PANELS

2" OD, WELDED

TUBULAR STEEL

BASE, TYP.

SCALE: N.T.S.A1

TEMPORARY CHAIN LINK CONSTRUCTION FENCE

J D

E F

A L C

K K

I R

B Y

J L O

N G

P O

O N

N O

C O

N S

T R

U C

T I O

E T

A I L S

M H

C d w g

C-006

D E

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I

T R

I C

M O

B I L E

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

B E

F I

A I N

J O

S E

E E

E G

L O

R I D

A I R

M A

L E

A D

E R

S H

O O

A C

I L I T

M A

R C

- - M H

W20-4

W20-7A

W20-4

W20-7A

EXISTING EDGE

OF ROADWAY

EXISTING ROAD

WORK AREA

300' 300' 50'-100'

300' 300'

EXISTING EDGE

OF ROADWAY

50'

18"

DIAMETER

l b s

TUBULAR NON-FIXED

MARKER TO BE USED

DURING DAYLIGHT ONLY

CONES

PLASTIC

DRUMS

M i n

RETROREFLECTIVE

SURFACE

HIGH INTENSITY

FLASHER (TYPE B)

TRAFFIC FLOW DIRECTION

ADVANCE WARNING SIGN

TYPE III BARRICADE

CHANNELIZING CONES

WORK AREA

FLAGMAN

ADVISORY SIGN

TCP LEGEND

N.T.S.

SCALE: N.T.S.D1

ONE LANE CLOSURE PLAN

SCALE: N.T.S.

CHANNELIZING DEVICES

TYPE III BARRICADE

8'-0"

M i n

8" to

12"

8" to

12"

8" to

12"

ROAD

CLOSED

(1) 3/8" - 16x1 3/4" STEEL HEX BOLT

(2) 1" FLAT WASHERS

(1) LOCK-WASHER

(1) 3/8" - 16 STEEL HEX NUT (TYP.)

3/4" ACX PLYWOOD PANEL

ORANGE AND WHITE

REFLECTIVE SHEETING

ASTM D4956 - TYPE OR V

1 1/2" x 1 1/2" x 1/8"

STEEL ANGLE

4'-11" LONG (TYP.)

8" x 2" x 2" x 1/8" TUBULAR STEEL

R11-2

NOTES:

1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND

ARE PERTINENT TO THE CONDITIONS ON THIS SET OF DRAWINGS

TO THE EXTENT APPLICABLE.

2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY

APPEAR IN THIS SET OF DRAWINGS TO INDICATE SPECIFIC

CONDITIONS IN LIEU OF SYMBOLS SHOWN ON THIS SHEET.

M A Y

EL. 32.68

CP-1

N 546386.88

E 1339586.55

EL. 25.75

CP-2

N 546106.95

E 1339810.87

EL. 27.51

CP-3

N 546023.44

E 1339523.13

25.53

30.34

29.96

27.14

27.36

COMMx COMMx

M x

COMMx COMMx

D x

S D x

M x

M x C

O M

M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x C

O M

M x

C O

M M x

COMMx

M x

S D x

E E

CURB AND

GUTTER

OAK

ASPHALT PARKING

A S

P H

R A

O D

A D

E R

O A

A S

P H

C A

A S

P H

E S

Y M

A S

P H

A L T

P A

R K

GRAVEL

PAVEMENT

PULL UP

BARS

PINE

CONC.

DUMPSTER

PAD

INV. 29.56'

INV. 30.53'

INV. 30.93'

R C

C P

INV. 23.47'

C.O.

INV. 32.67'

INV. 31.55'

W L

WLWL

W L

BASE CHAPEL

BUILDING 868

SAN SAN SAN SAN SAN SAN SAN

MH 185

RIM EL = 24.24'

INV. IN = 19.10'

INV. OUT = 19.09

RIM EL. = 34.55'

INV. IN = 28.77'

INV. OUT = 28.75'

S A

D x

S A

TOP EL 26.30'

GRASS AREA

EX-1

EX-2

EX-3

EX-4

GRASS

ISLAND

CURB AND

GUTTER

CONC.

FLUME

CURB AND

GUTTER

CONTROL POINT TABLE

No.

DESCRIPTION

CP-1

CP-2

CP-3

ELEVATION

32.68

25.75

27.51

NORTHING

546,386.88

546,106.95

546,023.44

EASTING

1,339,586.55

1,339,810.87

1,339,523.13

VF101

E X

I S

T I N

O N

D I T

I O

N S

E R

D M

A N

K I R

B Y

L O

N G

O C

O N

N O

M H

V F d w g

D E

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

B E

F I L

A M

A I N

J O

S E

E E

E G

L O

R I D

A I R

M A

E A

D E

R S

O O

A C

I L

I T

M A Y

- - M H

PLAN NORTH

NOTES:

1. FOR LOCATION MAP AND HAUL ROUTES SEE SHEET C-001 AND C-005.

2. FOR ABBREVIATIONS SEE SHEET C-002.

3. FOR PLAN LEGEND SEE SHEET C-003.

4. FOR PROJECT NOTES SEE SHEET C-004.

5. THE SURVEY WAS CONDUCTED ON JUNE 2, 2020 BY THE USACE.

6. THE COORDINATES SHOWN HEREON ARE IN U.S. SURVEY FEET AND

TENTHS (NAD83 FLORIDA STATE PLANE, NORTH ZONE). THE ELEVATIONS

SHOWN HEREON ARE IN U.S. SURVEY FEET AND TENTHS (NAVD88).

7. UTILITIES WERE MARKED ON THE GROUND AND VERIFIED THROUGH THE

UTILITY OWNERS.

SCALE:

30' 60'30

1"=30'

SCALE:

30' 60'30

1"=30'

N: 546261.9219

E: 1339678.5090

N: 546285.4529

E: 1339672.8980

N: 546193.6519

E: 1339786.5630

N: 546082.3138

E: 1339771.0648

N: 546019.5699

E: 1339729.9160

N: 546015.1518

E: 1339736.1219

N: 545968.0588

E: 1339668.7342N: 546003.7324

E: 1339619.7881

N: 546044.0029

E: 1339595.1437

N: 545982.6119

E: 1339679.3270

N: 546279.9170

E: 1339511.3686

N: 546235.2405

E: 1339585.3322

N: 546308.2457

E: 1339633.9408

N: 545964.7089

E: 1339703.9231

N: 546209.0375

E: 1339789.5119

N: 546218.1855

E: 1339775.4489

N: 546277.8651

E: 1339814.4625

N: 546408.7434

E: 1339614.3256

N: 546349.0639

E: 1339575.3120

N: 546212.9259

E: 1339429.3649

N: 546229.9261

E: 1339440.1443

N: 546211.8034

E: 1339469.4155

N: 546188.8463

E: 1339468.5163

N: 546183.8153

E: 1339499.7138

N: 546105.1986

E: 1339519.1129

N: 546146.8160

E: 1339549.8256

N: 546028.7517

E: 1339789.4088

N: 546046.8890

E: 1339798.2103

N: 546048.9929

E: 1339758.3707

N: 546067.6637

E: 1339766.3540

N: 546098.4428

E: 1339775.9748

N: 546047.6288

E: 1339597.8627

N: 546018.3092

E: 1339630.4169

C-006

EL. 32.68

CP-1

N 546386.88

E 1339586.55

EL. 25.75

CP-2

N 546106.95

E 1339810.87

EL. 27.51

CP-3

N 546023.44

E 1339523.13

COMMx COMMx

M x

COMMx COMMx

D x

M x

M x C

O M

M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x C

O M

M x

C O

M M x

COMMx

M x

S D x

ASPHALT PARKING

A S

P H

R A

O D

A D

E R

O A

A S

P H

C A

A S

P H

E S

Y M

A S

P H

P A

R K

GRAVEL

PAVEMENT

PULL UP

BARS

PINE

R C

C P

C.O.

INV. 32.67'

W L

WLWL

W L

BASE CHAPEL

BUILDING 868

D x

GRASS AREA

GRASS

ISLAND

D E

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

B E

F I L

A M

A I N

J O

S E

E E

E G

L O

R I D

A I R

M A

E A

D E

R S

O O

A C

I L

I T

M A Y

- - M H

SCALE:

30' 60'30

1"=30'

PLAN NORTH

NOTE:

1. FOR LOCATION MAP AND HAUL ROUTES SEE SHEET C-001.

2. FOR ABBREVIATIONS SEE SHEET C-002.

3. FOR PLAN LEGEND SEE SHEET C-003.

4. FOR PROJECT NOTES SEE SHEET C-004.

KEYED NOTES

FULL DEPTH SAWCUT, ASPHALT PAVEMENT REMOVAL

GRAVEL PAVEMENT REMOVAL

EXISTING PARKING MARKING AND PARKING BLOCK REMOVAL

LONG LEAVE PINE REMOVAL (COORDINATE WITH JACKSON GUARD

THROUGH COR)

REMOVE NORTH DUMPSTER PAD WALL AND 2' OF PCC SLAB.

TREE TO REMAIN, NO CONSTRUCTION ACTIVITY SHALL OCCUR WITHIN

THE LIMITS OF THE DRIPLINE OF THE TREE.

LIGHT POST TO REMAIN, TYPICAL

BERM TO BE REMOVED

POLE TO BE REPLACED. SEE ELECTRICAL PLANS

RAISED WOODEN STRUCTURE TO REMAIN, DO NOT DISTURB

REMOVE EXERCISE PULL UP BARS

CONTRACTOR STAGING/LAY-DOWN AREA

CLEARING/ TOPSOIL STRIPPING LIMIT

TYPE III BARRICADES WITH ROAD CLOSURE SIGNS

J D

E F

A L C

S T

U R

N E

J L O

N G

P O

O N

N O

D E

M O

L I T

I O

L A

M H

C D d w g

CD101

EL. 32.68

CP-1

N 546386.88

E 1339586.55

EL. 25.75

CP-2

N 546106.95

E 1339810.87

EL. 27.51

CP-3

N 546023.44

E 1339523.13

COMMx COMMx

M x

COMMx COMMx

D x

S D x

M x

M x C

O M

M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x

C O

M M x C

O M

M x

C O

M M x

COMMx

M x

S D x

CURB AND

GUTTER

OAK

ASPHALT PARKING

A S

P H

R A

O D

A D

E R

O A

A S

P H

C A

A S

P H

E S

Y M

A S

P H

P A

R K

CONC.

DUMPSTER

PAD

INV. 29.56'

INV. 30.53'

INV. 30.93'

R C

C P

INV. 23.47'

C.O.

INV. 32.67'

INV. 31.55'

W L

WLWL

W L

BASE CHAPEL

BUILDING 868

GAS

SAN

MH 185

RIM EL = 24.24'

INV. IN = 19.10'

INV. OUT = 19.09

RIM EL. = 34.55'

INV. IN = 28.77'

INV. OUT = 28.75'

D x

S A

G A

S A

TOP EL 26.30'

GRASS AREA

EX-1

EX-2

EX-3

EX-4

GRASS

ISLAND

CURB AND

GUTTER

CONC.

FLUME

CURB AND

GUTTER

N: 546185.8562

E: 1339617.8684

N: 546117.3138

E: 1339567.9779

N: 546022.6688

E: 1339697.9359

N: 546168.6883

E: 1339668.6429

N: 546087.1282

E: 1339762.0031

N: 546098.6279

E: 1339764.9314

N: 546099.0894

E: 1339775.4082

N: 546073.8285

E: 1339768.3363

N: 546205.3931

E: 1339465.4729

N: 546218.5084

E: 1339444.1485

N: 546197.8888

E: 1339468.1301

N: 546202.7737

E: 1339469.7319

AIRMAN LEADERSHIP SCHOOL

FFE 28.00'

N: 546160.1546

E: 1339537.2185

N: 546173.2699

E: 1339515.8941

N: 546056.2993

E: 1339760.8969

N: 546044.6354

E: 1339778.7826

C-006

CS503

CS402

CS505

CS404

CS502

CS401

CS403

BASE

BID

OPTION 1

BID

SCHED-1

BID

OPTION 1

BID

SCHED-2

D E

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

B E

F I L

A M

A I N

J O

S E

E E

E G

L O

R I D

A I R

M A

E A

D E

R S

O O

A C

I L

I T

M A Y

- - M H

SCALE:

30' 60'30

1"=30'

PLAN NORTH

NOTE:

1. FOR LOCATION MAP AND HAUL ROUTES SEE SHEET C-001.

2. FOR ABBREVIATIONS SEE SHEET C-002.

3. FOR PLAN LEGEND SEE SHEET C-003.

4. FOR PROJECT NOTES SEE SHEET C-004.

5. CONCRETE HATCH NOT SHOWN FOR CLARITY.

KEYED NOTES

SIDEWALK, 5' TYPICAL, SEE DETAILS CS502.

4" SOLID WHITE STRIPE ANGLED AT 45 DEGREES SPACED AT 18" O.C. AND

OUTLINED WITH A 4" SOLID WHITE STRIPE.

PROPOSED FLAG POLE SEE STRUCTURAL AND ARCHITECTURAL DRAWINGS.

BID OPTION 1: REVEILLE PAD

STOOP SEE STRUCTURAL PLANS FOR DETAILS.

CROSS WALK SEE DETAIL CS503.

CONTRACTOR STAGING AREA

6" THICK AGGREGATE MAINTENANCE DRIVE

PEDESTRIAN GUIDERAIL SEE DETAILS ON CS504

6" CONCRETE SIDEWALK, LIMITS OF MAINTENANCE DRIVE TO THE NEAREST

JOINT.

PROVIDE PREMOLDED JOINT FILLER WITH JOINT SEALER. AT 6" TO 4"

TRANSITION

TYPE III BARRICADES WITH ROAD CLOSED SIGN

J D

E F

A L C

K K

I R

B Y

J L O

N G

P O

O N

N O

S I T

L A

M H

C S d w g

CS101

EXISTING

WOODEN

STRUCTURE

PROPOSED BUILDING

3'-6" 2'6'-2"

5'-1"

T Y

E 1339520.12

N 546193.60

E 1339521.93

N 546198.47

E 1339528.00

N 546194.05

E 1339525.05

N 546190.01

E 1339566.36

N 546178.80

E 1339563.42

N 546174.75

BASE BID

E 1339567.84

N 546180.82

E 1339535.50

N 546204.36

11'-10" 11'-8"

4 SLABS @ 10.00' = 40.00'

E 1339561.95

N 546172.73

TETE

TE TETE

E 1339579.76

N 546165.95

L A

D E

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

B E

F I L

A M

A I N

J O

S E

E E

E G

L O

R I D

A I R

M A

E A

D E

R S

O O

A C

I L

I T

M A

- - M H

C E

R D

M A

K K

I R

B Y

J L O

N G

P O

O N

N O

E N

L A

R G

E M

E N

L A

B A

M H

C S d w g

CS401

SCALE:

05' 10'5

1"=5'

PLAN NORTH

NOTE:

1. FOR LOCATION MAP AND HAUL ROUTES SEE SHEET C-001.

2. FOR ABBREVIATIONS SEE SHEET C-002.

3. FOR PLAN LEGEND SEE SHEET C-003.

4. FOR PROJECT NOTES SEE SHEET C-004.

5. BASE BID SHALL BE A 5' WIDE SIDWALK. BID OPTION SHALL BE THE 4X3 SLAB REVEILLE

PAD.

6. SEE SHEET CS501 FOR JOINT DETAILS

SCALE: N.T.S.A1

FLAG POLE AND REVEILLE AREA

KEYED NOTES

SEE CG401 FOR JOINT ELEVATION PLAN.

PROPOSED FLAG POLE

DOOR STOOP, SEE STRUCTURAL

4" PCC, BASE BID

JOINT LEGEND

───A─── SAWED CONTRACTION JOINT (MAY SUBSTITUTE A DOWELED CONSTRUCTION JOINT)

───D─── DOWELED CONSTRUCTION JOINT

───E─── T.E. EXPANSION JOINT

───B─── EDGE BUTT JOINT

───TE─── T.E. BUTT JOINT

──SP-3── JUNCTURE OF NEW CONCRETE AND NEW ASPHALT

R REINFORCED SLAB

4 SLABS @ 10.00' = 40.00'

EXISTING

WOODEN

STRUCTURE

PROPOSED BUILDING

L A

E 1339573.72

N 546188.90

E 1339556.07

N 546164.65

E 1339523.73

N 546188.19

E 1339541.38

N 546212.44

B B

T Y

E 1339566.36

N 546178.80

E 1339563.42

N 546174.75

E 1339535.50

N 546204.36

E 1339529.61

N 546196.27

L A

D E

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

B E

F I L

A M

A I N

J O

S E

E E

E G

L O

R I D

A I R

M A

E A

D E

R S

O O

A C

I L

I T

M A Y

- - M H

J D

E F

A L C

I R

B Y

J L O

N G

P O

O N

N O

E N

L A

R G

E M

E N

L A

N R

E V

E I L

I O

E D

C S d w g

CS402

SCALE:

05' 10'5

1"=5'

PLAN NORTH

NOTE:

1. FOR LOCATION MAP AND HAUL ROUTES SEE SHEET C-001.

2. FOR ABBREVIATIONS SEE SHEET C-002.

3. FOR PLAN LEGEND SEE SHEET C-003.

4. FOR PROJECT NOTES SEE SHEET C-004.

5. BASE BID SHALL BE A 5' WIDE SIDWALK. BID OPTION SHALL BE THE 4X3 SLAB REVEILLE

PAD.

6. SEE SHEET CS501 FOR JOINT DETAILS.

7. SEE CS401 FOR DIMENSIONS FOR FLAG POLE AREA.

KEYED NOTES

SEE CG401 FOR JOINT ELEVATION PLAN.

PROPOSED FLAG POLE

DOOR STOOP, SEE STRUCTURAL

4" PCC, BID OPTION 1, BID SCHEDULE 1

SCALE: N.T.S.A1

FLAG POLE AND REVEILLE AREA

JOINT LEGEND

───A─── SAWED CONTRACTION JOINT (MAY SUBSTITUTE A DOWELED CONSTRUCTION JOINT)

───D─── DOWELED CONSTRUCTION JOINT

───E─── T.E. EXPANSION JOINT

───B─── EDGE BUTT JOINT

───TE─── T.E. BUTT JOINT

4 SLABS @ 10.00' = 40.00'

EXISTING

WOODEN

STRUCTURE

PROPOSED BUILDING

E 1339573.72

N 546188.90

E 1339556.07

N 546164.65

E 1339523.73

N 546188.19

E 1339541.38

N 546212.44

B B

T Y

E 1339529.61

N 546196.27

E 1339535.50

N 546204.36

E 1339566.36

N 546178.80

E 1339563.42

N 546174.75

L A

D E

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

B E

F I L

A M

A I N

J O

S E

E E

E G

L O

R I D

A I R

M A

E A

D E

R S

O O

A C

I L

I T

M A

- - M H

C E

R D

M A

K K

I R

B Y

J L O

N G

P O

O N

N O

E N

L A

R G

E M

E N

L A

N R

E V

E I L

I O

E D

C S d w g

CS403

SCALE:

05' 10'5

1"=5'

PLAN NORTH

SCALE: N.T.S.A1

FLAG POLE AND REVEILLE AREA

NOTE:

1. FOR LOCATION MAP AND HAUL ROUTES SEE SHEET C-001.

2. FOR ABBREVIATIONS SEE SHEET C-002.

3. FOR PLAN LEGEND SEE SHEET C-003.

4. FOR PROJECT NOTES SEE SHEET C-004.

5. BASE BID SHALL BE A 5' WIDE SIDWALK. BID OPTION SHALL BE THE 4X3 SLAB REVEILLE

PAD.

6. SEE SHEET CS501 FOR JOINT DETAILS.

7. SEE CS401 FOR DIMENSIONS FOR FLAG POLE AREA.

KEYED NOTES

SEE CG401 FOR JOINT ELEVATION PLAN.

PROPOSED FLAG POLE

DOOR STOOP, SEE STRUCTURAL

4" PCC, BID OPTION 1, BID SCHEDULE 2

JOINT LEGEND

───A─── SAWED CONTRACTION JOINT (MAY SUBSTITUTE A DOWELED CONSTRUCTION JOINT)

───D─── DOWELED CONSTRUCTION JOINT

───E─── T.E. EXPANSION JOINT

───B─── EDGE BUTT JOINT

───TE─── T.E. BUTT JOINT

COMM

N:546099.57

E:1339703.72 N:546090.21

E:1339706.80

N:546081.68

E:1339718.52

N:546078.13

E:1339722.12

N:546071.84

E:1339730.76

N:546077.55

E:1339733.97

N:546069.94

E:1339750.52

N:546063.91

E:1339747.86

N:546060.89

E:1339763.02

N:546056.30

E:1339760.90

N:546044.64

E:1339778.78

N:546049.10

E:1339781.09

N:546042.98

E:1339790.48

N:546038.41

E:1339788.33

EEE

EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE

EEE

E E

PROPOSED

DUMPSTER PAD

12'-0"

N:546047.95

E:1339599.22

N:546030.65

E:1339622.67

N:546027.68

E:1339626.69

N:546010.22

E:1339650.34

N:546025.30

E:1339677.33

N:546021.11

E:1339680.47

3 3

D E

S C

R I P

T I O

N M

A R

K D

A T

US Army Corps of Engineers

SHEET ID

S O

L I C

I T

A T

I O

D E

S I G

N E

S I Z

S U

B M

I T

T E

C O

N T

R A

U S

R M

O R

N G

I N

E E

R S

A N

S I

M O

B I L

I S

T R

I C

M O

B I L

L A

B A

M A

C H

E C

K E

D R

A W

I S

S U

A T

2 3 4 5 6 7 8 9

P R

O J E

B E

F I L

A M

A I N

J O

S E

E E

E G

L O

R I D

A I R

M A

E A

D E

R S

O O

A C

I L

I T

M A Y

- - M H

C E

R D

M A

K K

I R

B Y

J L O

N G

P O

O N

N O

E L A

R G

E M

E N

L A

S I D

E W

A L K

M H

C S d w g

CS404

SCALE:

05' 10'5

1"=5'

PLAN NORTH

NOTE:

1. FOR LOCATION MAP AND HAUL ROUTES SEE SHEET C-001.

2. FOR ABBREVIATIONS SEE SHEET C-002.

3. FOR PLAN LEGEND SEE SHEET C-003.

4. FOR PROJECT NOTES SEE SHEET C-004.

5. ADJUST AS REQUIRED TO FIT EXISTING SITE CONDITIONS.

KEYED NOTES

PEDESTRIAN GUIDERAIL, SEE DETIALS ON CS504

DOOR STOOP, SEE STRUCTURAL

SCALE: N.T.S.A1

SIDEWALK - SOUTHEAST SIDE

SCALE: N.T.S.D1

SIDEWALK - NORTHEAST SIDE

CS502

CS503

CS502

SAWED JOINT

T=THICKNESS OF PAVEMENT

JOINT SEAL

STRUCTURE

PREFORMED

NON-EXTRUDING

JOINT FILLER

T=THICKNESS

OF PAVEMENT

2 M MIN.

1/4" R

3/4" MIN.

T=THICKNESS OF PAVEMENT

D=DOWEL DIAMETER

BUTT JOINT

EPOXY COATED DOWEL

JOINT SEAL

ONE END OF

DOWEL TO BE

OILED

SEE TABLE 1

FOR SIZE &

SPACING

1 DOWEL LENGTH

3/4" MIN.

JOINT SEAL

1/4" R

6'MIN.

PREFORMED

NON-EXTRUDING

JOINT FILLER

T=THICKNESS

OF PAVEMENT

DOWELS - SEE TABLE 1 FOR

SIZE AND SPACING

THIS END OF DOWEL

TO BE OILED

JOINT SEAL

THIS END OF DOWEL TO

BE EPOXY GROUTED INTO A

HOLE DRILLED…

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File details come from the government source that posted it. Updated Jun 9, 2021.