Attachment 01 - Part 1 Plans Construct Hydrazine PSTE172020.pdf

PDF 13 MB Posted May 26, 2022

Attached to: Construct Hydrazine Facility
Solicitation number: W50S95-22-B-0001
Issued by: Department of the Army National Guard

About this file

Written by GovTribe AI · Dec 28, 2023

This document provides details for a solicitation to construct a new Hydrazine Storage Facility. The South Carolina Air National Guard intends to award a single firm fixed-price contract for construction services including erecting a new facility, site work, utilities, and fire protection systems. The scope of work is described in an attachment to plans and specifications. The project value is between $500,000 and $1,000,000 and has a performance period of 180 days. The solicitation is set aside exclusively for small businesses with a size standard of $39.5 million defined by NAICS code 236220. Interested offerors must register on SAM.gov and check betaSAM.gov for solicitation documents and any amendments, with the pre-bid conference on June 14th and bids due June 28th.

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Other files

File	Type	Posted
OF 1419 - Abstract of Offers Construction.pdf	PDF	Aug 17, 2022
OF 1419A Continuation Sheet 1.pdf	PDF	Aug 17, 2022
OF 1419A Continuation Sheet 2.pdf	PDF	Aug 17, 2022
Final BID TABULATION SHEET.XLSX	XLSX spreadsheet	Aug 16, 2022
W50S9522B0001-0004 Conformed Solicitation.pdf	PDF	Jul 15, 2022
W50S9522B0001- Amendment 0004.pdf	PDF	Jul 15, 2022
W50S9522B0001- Amendment 0003.pdf	PDF	Jul 9, 2022
W50S9522B0001-0003 Conformed Solicitation.pdf	PDF	Jul 9, 2022
Attachment 03 -Pre Bid Inquiries 02.pdf	PDF	Jul 9, 2022
W50S9522B0001-0002 Conformed Solicitation.pdf	PDF	Jun 30, 2022
W50S9522B0001-Amendment 0002.pdf	PDF	Jun 30, 2022
Attachment 02 - Pre Bid Inquiries 01.pdf	PDF	Jun 30, 2022
W50S9522B0001-Amendment 0001.pdf	PDF	Jun 15, 2022
Engineering Pre-Bid Conference.pdf	PDF	Jun 15, 2022
W50S9522B0001-0001 Conformed Solicitation.pdf	PDF	Jun 15, 2022
Attachment 01a - Part 2 Specifications Construct Hydrazine - PSTE172020.pdf	PDF	Jun 15, 2022
Contracting Pre-Bid Conference.pdf	PDF	Jun 15, 2022
Sign In Sheet.pdf	PDF	Jun 15, 2022
Attachment 01a - Part 1 Plans Construct Hydrazine PSTE172020.pdf	PDF	Jun 15, 2022
W50S9522B0001.pdf	PDF	May 27, 2022
Attachment 01 - Part 2 Specifications Construct Hydrazine - PSTE172020.pdf	PDF	May 26, 2022

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I N D E X O F D R A W I N G S

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SHEET # DESCRIPTION

SERIES 13 - MECHANICAL

M-001 MECHANICAL LEGEND, NOTES, AND ABBREVIATIONS

M-101 MECHANICAL PLANS

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-601 MECHANICAL SCHEDULES

SERIES 14 - PLUMBING

P-001 PLUMBING LEGEND, NOTES, AND ABBREVIATIONS

P-101 PLUMBING PLANS

P-401 DOMESTIC WATER RISER DIAGRAM

P-402 RISER DIAGRAMS

P-501 PLUMBING DETAILS

P-502 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES

SERIES 15 - FIRE PROTECTION

FA001 FIRE PROTECTION LEGEND, NOTES, AND ABBREVIATIONS

FA101 FIRE ALARM AND MASS NOTIFICATION PLAN

FA601 FIRE ALARM SEQUENCE OF OPERATION & RISER DIAGRAM

FX101 FIRE PROTECTION PLAN

FX501 FIRE PROTECTION DETAILS

SERIES 16 - ELECTRICAL

E-001 ELECTRICAL LEGEND AND NOTES

E-101 ELECTRICAL SITE PLAN

E-102 POWER PLANS

E-103 LIGHTING PLAN

E-104 ELECTRICAL SCHEDULES

E-105 ELECTRICAL DETAILS GROUNDING

E-106 ELECTRICAL DETAILS

SHEET # DESCRIPTION

SERIES 00 - GENERAL

G-000 COVER SHEET

G-001 ABBREVIATIONS

G-002 GENERAL LEGEND

G-003 CODE ANALYSIS

G-004 LIFE SAFETY PLAN

G-005 CODE COMPLIANCE SITE PLAN

SERIES 05 - CIVIL

C-000 CIVIL LEGEND

C-001 OVERALL SITE PLAN

C-002 SITE DEMOLITION PLAN

C-003 CIVIL EROSION CONTROL PLAN

C-004 CIVIL GRADING AND DRAINAGE PLAN

C-005 CIVIL UTILITY PLAN

C-006 CIVIL EROSION CONTROL DETAILS

C-007 CIVIL EROSION CONTROL DETAILS

C-008 CIVIL EROSION CONTROL DETAILS

C-009 CIVIL EROSION CONTROL DETAILS

SERIES 08 - STRUCTURAL

S-100 STRUCTURAL GENERAL NOTES

S-101 STRUCTURAL PLANS

S-301 STRUCTURAL SECTIONS

S-500 STRUCTURAL STANDARD DETAILS

S-501 STRUCTURAL STANDARD DETAILS

S-502 STRUCTURAL STANDARD DETAILS

SERIES 09 - ARCHITECTURAL

A-101 FLOOR PLAN

A-102 ROOF PLAN AND DETAILS

A-201 EXTERIOR ELEVATIONS

A-301 BUILDING SECTIONS

A-302 WALL SECTIONS & DETAILS

A-501 SCHEDULES & DETAILS

PROJECT

LOCATION

COLUMBIA

SOUTH CAROLINA AIR NATIONAL GUARD

MCENTIRE JOINT NAVAL GUARD BASE

CONSTRUCT HYDRAZINE FACILITY

169th AIRLIFT WING

EASTOVER, SC

CONTRACT NO.: W9133L-15-D-0004

TASK ORDER NO.: W912QG-18-F-0040

PN: PSTE172020

B-2 DESIGN SUBMISSION

JUNE 2019

EASTOVER

TOP OF BOLT, TOP OF BANK,

TOP OF BEAM, TOP OF BERM

TOP OF CURB, TOP OF CONCRETE

TOP OF DUCT

TOP OF FOOTING

TOP OF GRATING

TOLERANCE, TOP OF LEDGER

TOP OF MASONRY

TOP OF PLATE

TOPOGRAPHY

TOP OF SLAB, TOP OF STEEL,

TOE OF SLOPE

TOP OF WALL

TOILET PARTITION, TELEPHONE POLE,

TOE PLATE, TRAP PRIMER

TOILET PAPER DISPENSER

TOPPING, THROUGH PLATE GIRDER

TRANSOM

TRANSITION

TRENCH DRAIN

TYPICAL

URINAL

UNDERGROUND

ULTIMATE

UNFINISHED

UNLESS NOTED OTHERWISE

UTILITY

VENT, VELOCITY, VOLT

VOLT AMPERE

VACUUM

VARNISH, VARIABLE,

VOLT AMPERES REACTIVE

VAPOR BARRIER, VINYL BASE,

VALVE BOX

VERTICAL CURVE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE,

VERTICAL CENTERLINE

VELOCITY

VENTILATION

VERTICAL

VERTICAL REINFORCING

VERTICAL GRAIN

VERIFY IN FIELD

VINYL

VOLUME

VERTICAL POINT OF CURVATURE

VERTICAL POINT OF INTERSECTION

VERTICAL POINT OF TANGENCY

VERSUS, VAPOR SEAL

VENT THROUGH ROOF

VINYL WALL COVERING

WITH

WITHOUT

WATT, WEST, WIDE, WINDOW, WIRE,

WIDE FLANGE BEAM

WOOD BASE

WATER CLOSET, WATER COLUMN

WOOD, WIDTH

WIDE FLANGE, WASH FOUNTAIN

WIRE GLASS, WATER GAGE

WALL HYDRANT, WEEP HOLE

WROUGHT IRON

WATER LEVEL

WELDED

WIRE MESH

WEATHERPROOF

WATERSTOP, WATER SURFACE

WAINSCOT

WEIGHT, WATER TIGHT

WATERPROOF, WORKING POINT

WELDED WIRE FABRIC

EXPLOSION-PROOF

EXTRA STRONG

CROSS SECTION

DOUBLE EXTRA STRONG

YARD HYDRANT

YIELD STRENGTH

TOB

TOC

TOD

TOF

TOG

TOL

TOM

TOP

TOPO

TOS

TOW

TPD

TPG

TRANS

TRD

TYP

ULT

UNFN

UNO

UTIL

VAC

VAR

VCP

VCT

VEL

VENT

VERT

VERTS

VIF

VIN

VOL

VPC

VPI

VPT

VTR

VWC

W/O

WLD

WSCT

WTHP

WWF

XSECT

XXS

REMOVE AND REPLACE

REMOVE AND SALVAGE

RADIUS, REGISTER, RISER

RETURN AIR

RESILIENT BASE, ROCK BERM

RECEPTACLE

ROOF DRAIN

RECESS

RECEIVED

RECTANGULAR

REDUCER

REFERENCE

REINFORCING

REMOVE

REQUIRED

RESILIENT

RETAINING, RETURN

REVISION, REVERSE

RESILIENT FLOORING

ROOFING

REFLECTED, REFLECTOR

ROUGH

RIGID GALVANIZED STEEL

PVC COATED RGS

RELIEF HOOD, RIGHT HAND,

RELATIVE HUMIDITY

REQUIRED LAP

RELIEF AIR

ROUND

RUNNING

ROUGH OPENING

RIGHT-OF-WAY

REVOLUTIONS PER MINUTE

RAILROAD

ROCK SLOPE PROTECTION

RIGHT

RESILIENT VINYL TILE

READY

SOUTH, SINK

SUPPLY AIR

SOUND-ABSORBING MASONRY UNIT

SANITARY

SPLASH BLOCK

SOLID CORE

SCHEDULE

SCHEMATIC

SCREEN

STEEL/ALUMINUM EDGE

SECONDARY, SECONDS

SECTION

SEPARATE

SQUARE FOOT, SILT FENCE

SHEET GLASS, SEALANT GROOVE

SHOWER

SHEET

SHEATHING

SILENCE

SIMILAR

SLAB JOINT

SLOPE, STEEL LINTEL

SLOTTED

SLEEVE

SEAMLESS

SLAB ON GRADE

SOUNDPROOF, STANDPIPE

SPACING

SPECIFICATION

SUPPLY

SINGLE POLE SINGLE THROW

SET POINT

SQUARE

SHORT RADIUS

SERVICE SINK

STAINLESS STEEL

STREET

STATION

STANDARD

STIFFENER

STIRRUP

STEEL

STORAGE

STRUCTURAL, STRAIGHT

SUBSTITUTE

SUCTION

SUSPENDED

SQUARE YARD

SYMBOL

SYMMETRICAL

SYNTHETIC

SYSTEM

TOP AND BOTTOM

TONGUE AND GROOVE

TILE, TREAD

TOILET ACCESSORY, TEMPERED AIR

TANGENT

TEMPORARY BENCHMARK

TEMPORARY CONSTRUCTION EASEMENT

TROWELED EPOXY FLOORING

TEMPORARY, TEMPERATURE

THREAD

THICK

THRESHOLD

TACK BOARD

R&R

R&S

RCPT

REC

RECD

RECT

RED

REF

REINF

REM

REQD

RESIL

RET

REV

RFG

RFL

RGH

RGS

RGS-PVC

RLFA

RND

RNG

ROW

RPM

RSP

RVT

SAMU

SAN

SCH

SCHEM

SCN

SEC

SECT

SEP

SHT

SHTG

SIL

SIM

SLTD

SLV

SMLS

SOG

SPA

SPEC

SPLY

SPST

SPT

SST

STA

STD

STIF

STIR

STL

STOR

STR

SUB

SUC

SUSP

SYM

SYMM

SYN

SYS

T&B

T&G

TAN

TBM

TCE

TEF

TEMP

THD

THK

THRESH

TKBD

NORTH, NEUTRAL

NOT APPLICABLE

NATURAL, NATIONAL

NORMALLY CLOSED

NEGATIVE

NEAR FACE, NON-FUSED

NOT IN CONTRACT

NORMALLY OPEN, NUMBER

NOMINAL

NOMINAL PIPE SIZE

NATIONAL PIPE THREAD

NEAR SIDE

NOT TO SCALE

NORMAL WATER LEVEL

OUT TO OUT

OUTSIDE AIR, OVERALL

ON CENTER

OVER CURRENT PROTECTION DEVICE

OUTSIDE DIAMETER

OPEN END DUCT

OUTSIDE FACE, OFFICE FURNISHING

OWNER FURNISHED CONTRACTOR

INSTALLED

OWNER FURNISHED OWNER INSTALLED

ORIGINAL GROUND

OVERHEAD

OPENING

OPPOSITE

OPTIONAL

OUTSIDE RADIUS

OVERFLOW ROOF DRAIN

ORIGINAL

OVERFLOW

OVERHANG

OUNCE

PAINT

PUBLIC ADDRESS

PARALLEL, PARAPET

PANIC BAR, PULL BOX

PARTICLE BOARD

POINT OF CURVE, PIECE, PRECAST

POINT OF COMPOUND CURVATURE

POUNDS PER CUBIC FOOT

PERCENT

PLAIN END

PEDESTAL

PENETRATION

PERFORATED

PERMANENT

PERPENDICULAR

POWER FACTOR

PREFACED MASONRY UNIT

PHASE

POINT OF INTERSECTION

PACKAGE

PLATE, PROPERTY LINE,

PRECAST LINTEL

PLASTER

PLATFORM

PLUMBING

POUNDS PER LINEAR FOOT

PNEUMATIC

POLISH

POSITIVE, POSITION

POLYPROPYLENE, POWER POLE

POINT OF REVERSE CURVATURE

PREFINISHED

PREFABRICATED

PRELIMINARY

PREPARE

PRESSURE

PRIMARY

PROPERTY, PROPOSED

PROTECTION

PIPE SUPPORT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POUNDS PER SQUARE INCH ABSOLUTE

POUNDS PER SQUARE INCH GAGE

PRESTRESSED

POINT, POINT OF TANGENCY

PARTITION

POLYVINYL CHLORIDE, POINT OF

VERTICAL CURVE

PAVEMENT

PLYWOOD

PLYWOOD WEB JOIST

PIEZOMETER

RATE OF FLOW

QUARRY TILE

QUARTER

QUANTITY

QUALITY

NAT

NEG

NIC

NOM

NPS

NPT

NTS

NWL

O TO O

OCPD

OED

OFCI

OFOI

OPNG

OPP

OPT

ORD

ORIG

OVFL

OVHG

PAR

PBD

PCC

PCF

PCT

PED

PEN

PERF

PERM

PERP

PFMU

PKG

PLAS

PLAT

PLBG

PLF

PNEU

POL

POS

PRC

PREF

PREFAB

PRELIM

PREP

PRES

PRI

PROP

PROT

PSF

PSI

PSIA

PSIG

PST

PTN

PVC

PVMT

PWD

PWJ

QTR

QTY

QUAL

IMP

INC

INF

INSTR

INSUL

INT

INTR

INV

IPS

IPT

IRR

ISO

JCT

JST

KCMIL

KSI

LAD

LAM

LATL

LCTB

LDG

LDR

LIN

LIQ

LLH

LLV

LMLU

LNG

LOC

LPS

LTD

LTG

LTL

LTNG

LVL

LVR

LWC

LWL

MACH

MAINT

MAN

MATL

MAX

MBR

MCB

MCJ

MDMJ

MECH

MED

MFR

MIN

MIR

MISC

MLO

MMB

MOD

MON

MPT

MRGWB

MSL

MULL

INSIDE DIAMETER, INTERIOR DIMENSION

INVERT ELEVATION, FOR EXAMPLE

INSIDE FACE

INTAKE HOOD

IMPACT

INCH

INCLUDE, INCANDESCENT

INFLUENT

INSTRUMENTATION

INSULATION

INTERIOR, INTERSECTION

INTERMEDIATE, INTERIOR

INVERT

IRON PIPE SIZE

INTERNAL PIPE THREAD

INSIDE RADIUS, IRON ROD

IRRIGATION

ISOMETRIC

JUNCTION BOX

JUNCTION

JOINT FILLER

JOIST

JOINT

KIP

KNEE BRACE

THOUSAND CIRCULAR MILS

KNOCK DOWN

KNOCK OUT

KIPS PER SQUARE INCH

KILOWATT

ANGLE, LENGTH, LAVATORY, LINTEL

LADDER

LAMINATE

LATERAL

LAG BOLT, POUND

LIQUID CHALK AND TACK BOARD

LANDING

LEADER

LIFTING EYE

LINEAR FOOT

LONG

LEFT HAND

LINEAR

LIQUID

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LIQUID MARKER LECTURE UNIT

LONGITUDINAL

LOCATION

LOW POINT

LOW-PRESSURE SODIUM

LONG RADIUS

LEFT

LIMITED

LIGHTING

LINTEL

LIGHTNING

LOW VOLTAGE

LAMINATED VENEER LUMBER

LOUVER

LIGHTWEIGHT

LIGHTWEIGHT CONCRETE

LOW WATER LEVEL

MIXED AIR

MACHINED

MAINTENANCE

MANUAL

MATERIAL

MAXIMUM

MACHINE BOLT

MEMBER

MECHANICAL CONTRACTOR,

MECHANICAL COUPLING,

MOMENT CONNECTION

METAL CORNER BEAD

MASONRY CONTROL JOINT

MODIFIED DOUBLE MECHANICAL JOINT

MECHANICAL

MEDIUM

MANUFACTURER

MANHOLE, METAL HALIDE

MINIMUM

MIRROR

MISCELLANEOUS

MECHANICAL JOINT

MASONRY LINTEL

MAIN LUGS ONLY

MEMBRANE

MASONRY OPENING

MODULAR, MODIFY

MONUMENT

MALE PIPE THREAD

MOISTURE-RESISTANT

GYPSUM WALLBOARD

MOP SINK

MEAN SEA LEVEL

MOUNT

MASONRY UNIT

MULLION

MEDIUM VOLTAGE

MONITORING WELL

F TO F

F&B

FAB

FBD

FBG

FBM

FBO

FCA

FDC

FDR

FDTN

FEC

FES

FEXT

FIG

FIN

FJT

FLEX

FLG

FLOR

FLR

FLS

FOB

FOC

FOF

FOM

FOS

FOT

FPT

FRP

FRTM

FTG

FUR

FURN

FUT

FWD

FWE

FXTR

GAL

GALV

GEN

GFCI

GFMU

GLB

GND

GRTG

GSB

GVL

GWB

GYP

HBD

HDR

HDW

HEX

HGR

HID

HORIZ

HPC

HPS

HPT

HSS

HTG

HVAC

HWD

HWL

HYD

FACE TO FACE

FACE AND BYPASS

FABRICATE

FLOOR BEAM

FIBERBOARD

FIBERGLASS

BOARD FOOT MEASURE

FURNISHED BY OWNER

FLUSHING CONNECTION

FLANGED COUPLING ADAPTER

FLOOR DRAIN

FLEXIBLE DUCT CONNECTION

FEEDER

FOUNDATION

FLANGED END

FIRE EXTINGUISHER CABINET

FLARED END SECTION

FIRE EXTINGUISHER

FAR FACE, FACTORY FINISH, FLAT FACE

FINISHED GRADE

FIRE HYDRANT

FIGURE

FINISH

FLUSH JOINT

FLOW, FLOW LINE

FLEXIBLE

FLANGE

FLUORESCENT

FLOOR

FLASHING, FLUSH

FENCE

FINISHED OPENING

FLAT ON BOTTOM

FACE OF CONCRETE, FACE OF CURB

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FLAT ON TOP

FEMALE PIPE THREAD

FRAME

FIBERGLASS REINFORCED PLASTIC

FIRE RETARDANT TREATED MATERIAL

FLOOR SINK, FAR SIDE

FEET, FOOT

FOOTING, FITTING

FURRED, FURRING

FURNITURE, FURNISH

FUTURE

FACE VELOCITY

FIELD WELD, FIRE WALL

FORWARD

FURNISHED WITH EQUIPMENT

FIXTURE

GRILLE, GROUND

GAGE (METAL THICKNESS)

GALLON

GALVANIZED

GRAB BAR, GRADE BREAK

GROOVED COUPLING

GUARD

GENERAL

GROUND FAULT CIRCUIT INTERRUPTER

GROUND FACE MASONRY UNIT

GUTTER GRADE

GROOVED JOINT

GLASS

GLASS BLOCK, GLULAM BEAM

GROUND

GUY POLE

GRADE

GRATING

GYPSUM SHEATHING BOARD

GREASE TRAP

GRAVEL

GUY WIRE

GYPSUM WALLBOARD

GYPSUM HARDBOARD

HIGH

HOSE BIBB

HARDBOARD

HANDICAPPED, HOLLOW CORE, HORIZONTAL

CURVE, HORIZONTAL CENTERLINE

HEAD, HOT DIP

HEADER

HARDWARE

HEXAGONAL

HANGER

HANDHOLE

HIGH-INTENSITY DISCHARGE

HOLLOW METAL

HORIZONTAL

HIGH POINT, HORSEPOWER

HORIZONTAL POINT OF CURVATURE

HIGH-PRESSURE SODIUM

HORIZONTAL POINT OF TANGENCY

HOSE REEL, HOUR

HEADED STUD, HIGH STRENGTH

HOLLOW STRUCTURAL SHAPE

HEIGHT

HEATING

HIGH VOLTAGE

HEATING, VENTILATING AND

AIR CONDITIONING

HARDWOOD

HIGH WATER LEVEL

HYDRAULIC

HERTZ, CYCLES PER SECOND

CLKG

CLR

CMH

CMP

CMU

COL

COM

COMB

COMM

COMP

CON

CONC

CONN

CONST

CONT

COOR

CORR

CPLG

CRL

CSC

CSK

CSS

CTJ

CTR

CTRL

CVT

DBA

DBL

DEG

DEG C

DEG F

DEMO

DEP

DEPT

DET

DIA

DIAG

DIFF

DIM

DISCH

DIST

DIV

DMJ

DMPF

DPDT

DPST

DUP

DWG

DWL

DWR

ECC

EDB

EFF

EHH

EIFS

ELEC

EMBD

EMER

EMH

ENCL

ENGR

ENTR

EOP

EQUIP

EQUIV

ESEW

EST

EWC

EWEF

EWTB

EXC

EXH

EXP

EXST

EXT

CAULKING

CLEAR

COMMUNICATION MANHOLE

CORRUGATED METAL PIPE

CONCRETE MASONRY UNIT

CLEANOUT, CONCRETE OPENING

COLUMN

COMMON

COMBINATION

COMMUNICATION

COMPOSITION, COMPRESSIBLE,

COMPOSITE

CONCENTRIC

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUOUS

COORDINATE

CORROSIVE, CORRUGATED

CHECKER PLATE, CONTROL POINT

COUPLING

CORROSION-RESISTANT LINING

COMPRESSION SLEEVE COUPLING

COUNTERSINK

CLINIC SERVICE SINK

CERAMIC TILE

CONTRACTION JOINT

CENTER

CONTROL

CULVERT

COPPER, CUBIC

CLOCKWISE

CUBIC YARD

PENNY (NAIL MEASURE)

DEEP, DIFFUSER, DRAIN

DUCT BANK, DECIBEL, DRY BULB

DEFORMED BAR ANCHOR

DOUBLE

DIRECT CURRENT

DEGREE

DEGREE CENTIGRADE

DEGREE FAHRENHEIT

DEMOLITION

DEPRESSED

DEPARTMENT

DETAIL

DROP INLET, DUCTILE IRON, DIGITAL INPUT

DIAMETER

DIAGONAL, DIAGRAM

DIFFERENTIAL, DIFFERENCE

DIMENSION

DISCHARGE

DISTANCE, DISTRIBUTION

DIVISION

DEAD LOAD

DOUBLE MECHANICAL JOINT

DAMP PROOFING

DOWN

DISSOLVED OXYGEN, DIGITAL OUTPUT, DITTO

DEPTH

DOUBLE POLE, DOUBLE THROW

DOUBLE POLE, SINGLE THROW

DOWN SPOUT

DOUBLE TEE, DRIP TRAP ASSEMBLY

DUPLICATE

DRAWING

DOWEL

DRAWER

EAST

EACH, EXHAUST AIR

ELECTRICAL CONTRACTOR

ECCENTRIC

EQUIPMENT DRAIN

ELECTRICAL DUCT BANK

EACH END

EACH FACE

EFFLUENT, EFFICIENCY

ELECTRICAL HANDHOLE

EXTERIOR INSULATION &

FINISH SYSTEM

EXPANSION JOINT

ELBOW, ELEVATION

ELECTRICAL

EMBEDDED

EMERGENCY

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEER

ENTRANCE

EDGE OF PAVEMENT

EQUAL

EQUIPMENT

EQUIVALENT

EACH SIDE, EQUAL SPACE,

EMERGENCY SHOWER

EMERGENCY SHOWER AND EYE WASH

ESTIMATE

EACH WAY, EMERGENCY

EYE/FACE WASH

ELECTRIC WATER COOLER

EACH WAY, EACH FACE

EACH WAY, TOP AND BOTTOM

EXCAVATION

EXHAUST

EXPANSION, EXPOSED

EXISTING

EXTERIOR, EXTERNAL, EXTENSION

A/C

A/E

ABAN

ABC

ABT

ACK

ACP

ACST

ADDL

ADH

ADJ

AFF

AFG

AGGR

AIC

ALIG

ALT

ALUM

AMB

ANC

APRX

APVD

ARCH

ASSY

ATC

ATM

AUTO

AUX

AVE

AVG

AWG

AWT

B TO B

BAL

BBD

BITUM

BKG

BLDG

BLK

BLKG

BOC

BOD

BOG

BOL

BOP

BOR

BOT

BOU

BRG

BRGP

BRKT

BTU

BTW

BTWLD

BUR

BYP

CTOC

C&G

CAB

CAP

CAT

CAV

CCB

CCW

CDF

CER

CFL

CHBD

CHD

CHFR

CHH

CIP

CIPB

CIRC

CKT

CLG

AIR CONDITIONING

ARCHITECT/ENGINEER

AMPERE

ANCHOR BOLT

ABANDON

AGGREGATE BASE COURSE

ABOUT

ALTERNATING CURRENT

ACKNOWLEDGE

ACOUSTIC CEILING PANEL,

ASPHALTIC CONCRETE PAVEMENT

ACOUSTIC

ADDENDUM, AREA DRAIN

ADDITIONAL

ADHESIVE

ADJUSTABLE, ADJACENT

AMP FRAME, AMP FUSE

ABOVE FINISH FLOOR

ABOVE FINISH GRADE

AGGREGATE

AREA INLET, ANALOG INPUT

AMPS INTERRUPTING CAPACITY

ALIGNMENT

ALTERNATE, ALTITUDE

ALUMINUM

ACOUSTICAL MATERIAL

AMBIENT

ANCHOR

ANALOG OUTPUT

ACCESS PANEL

APPROXIMATE

APPROVED

ARCHITECTURAL

ASSEMBLY

ACOUSTICAL TILE, AMP TRIP

ACOUSTICAL TILE CEILING

ATMOSPHERE

AUTOMATIC

AUXILIARY

AVENUE

AVERAGE

AMERICAN WIRE GAGE

ACOUSTICAL WALL TILE

BACK TO BACK

BALANCE

BULLETIN BOARD

BASE CABINET, BOTTOM CHORD,

BOLT CENTER, BOLT CIRCLE

BOARD

BOTH ENDS, BELL END

BOTH FACES, BOTTOM FACE,

BLIND FLANGE, BOARD FEET

BITUMINOUS

BACKING

BASE LINE

BUILDING

BLOCK

BLOCKING

BENCHMARK, BEAM

BACK OF CURB

BOTTOM OF DUCT

BOTTOM OF GRILLE

BOTTOM OF LOUVER, BOLLARD

BOTTOM OF PIPE

BOTTOM OF REGISTER

BOTTOM

BOTTOM OF UNIT

BASE PLATE

BEARING

BEARING PLATE

BRACKET

BOTH SIDES

BRITISH THERMAL UNIT

BETWEEN

BUTT WELD

BELL UP, BUILT-UP

BUILT-UP ROOFING

BOTH WAYS

BYPASS

CENTER TO CENTER

CURB AND GUTTER

CHANNEL SHAPE, CENTIGRADE, CONDUIT

CABINET

CAPACITY

CATALOG, CATALOGIORY

CAVITY

CATCH BASIN

CONCRETE BLOCK

COUNTER CLOCKWISE

CONTROLLED-DENSITY FILL

CONCRETE EDGE

CERAMIC

CUBIC FEET (FOOT)

COUNTER FLASHING

CHALKBOARD

CHORD

CHAMFER

COMMUNICATION HANDHOLE

CURB INLET

CAST-IN-PLACE

CONCRETE INTERLOCKING PAVER

BALLAST

CIRCULATION, CIRCULAR

CONSTRUCTION JOINT

CIRCUIT

CENTERLINE, CLASS, CLOSE

CEILING

GENERAL NOTES:

THESE ABBREVIATIONS APPLY TO THE ENTIRE SET

OF CONTRACT DRAWINGS.

LISTING OF ABBREVIATIONS DOES NOT IMPLY

THAT ALL ABBREVIATIONS ARE USED IN THE

CONTRACT DRAWINGS.

ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE

VARIATIONS OF A WORD. FOR EXAMPLE, "MOD" MAY

MEAN MODIFY OR MODIFICATION, "INC" MAY MEAN

INCLUDED OR INCLUDING, AND "REINF" MAY MEAN

REINFORCE OR REINFORCING.

SEE INSTRUMENTATION AND GENERAL LEGEND

SHEETS FOR PROJECT-SPECIFIC EQUIPMENT AND

PIPING SYSTEM ABBREVIATIONS.

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FILENAME

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET CONTRACT #: W912QG-18-F-0040

ANG PROJECT #: PSTE172020

HDR PROJECT #: 10136847

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

MCENTIRE JOINT NATIONAL GUARD BASE

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

C rv t\

-0

-G

J a s o n .S e a g le .r v t

A M

G-001

NICK OVERBY

10136847-00-G.rvt

ABBREVIATIONS

JUNE 2019 B-2 DESIGN SUBMISSION

XXX

ROOM

NAME

XX-XX

EQUIPMENT IDENTIFICATION

ALTERNATIVE 2

ALTERNATIVE 1

PIPING

GENERAL NOTES:

SHEET TYPE DESIGNATOR

DISCIPLINE DESIGNATOR & DISCIPLINE ORDER

EXAMPLE

ARCHITECTURAL

KEY NOTE DESIGNATION

PLAN TITLE

SECTION CUT MARKER

DETAIL MARKER

MULTIPLE ELEVATION OR PHOTO MARKER

DETAIL MARKER

SECTION TITLE

ELEVATION TITLE

DETAIL TITLE

FULL BUILDING SECTION CUT MARKER

1/4" = 1'-0"

XXX 3/8" = 1'-0"

XXX

XXXXXX

XXX 1/4" = 1'-0"

XXX

XXX 3" = 1'-0"

EQUIPMENT NUMBER

PUMP 23

INDICATES PUMP

EXAMPLEFIGURE

PUMP 23

BUILDING 20

INDICATES PUMP

EXAMPLEFIGURE

36"LINE SIZE

PLANT EFFLUENTSERVICE

EXAMPLE36"-PLEFIGURE

NPWP2023

NPWP-23

GRAVITY THICKENER ARCHITECTURAL SECTION, DRAWING 01

GENERAL (SYMBOLS, LEGENDS)

PLANS

ELEVATIONS

SECTIONS

LARGE SCALE VIEWS

DETAILS

SCHEDULES AND DIAGRAMS

PROFILES

3D REPRESENTATIONS

GENERAL

SURVEYING/MAPPING

CIVIL

STRUCTURAL

ARCHITECTURAL

MECHANICAL (HVAC)

PLUMBING

ELECTRICAL

G V C S A M P E

SERVICE

ABBREVIATION

EQUIPMENT

ABBREVIATION

BUILDING

STRUCTURE

NUMBER

EQUIPMENT NUMBER

INDICATES

NON-POTABLE WATER

INDICATES

NON-POTABLE WATER

SERVICE

ABBREVIATION

EQUIPMENT

ABBREVIATION

KEY NOTE NUMBER

LOUVER

WINDOW TYPE

WALL TYPE

COLUMN GRID LINE

ROOM NUMBER

DOOR NUMBER

ACCESSORY, FURNITURE,

AND MISCELLANEOUS

EQUIPMENT IDENTIFIER

ARROW INDICATES

DIRECTION OF PLAN

NORTH

4-HOUR FIRE RATED WALL

3-HOUR FIRE RATED WALL

2-HOUR FIRE RATED WALL

1-HOUR FIRE RATED WALL

COLUMN GRID LINE/CENTERLINE

FOR REFERENCING DETAILS BOUND IN

SPECIFICATIONS OR SEPARATE VOLUME.

SHEET WHERE SECTION

IS LOCATED

SHEET WHERE SECTION

VIEW IS FIRST CUT *

SHEET WHERE DETAIL

IS LOCATED *

ELEVATION

IDENTIFICATION NUMBER

SHEET WHERE POINT OF VIEW

MARKER CAN BE FOUND *

* EXCEPTIONS WHERE THE SHEET NUMBER IS REPLACED BY A DASH (-).

1) FOR COMMON DETAILS, SECTIONS, ELEVATIONS OR DETAILS

THAT ARE CUT OR CALLED OUT ON MULTIPLE SHEETS.

2) SECTIONS, ELEVATIONS OR DETAILS THAT ARE LOCATED ON THE

SAME SHEET THEY ARE CUT OR CALLED OUT ON.

ARROW INDICATES POINT OF

VIEW ELEVATION

INDICATES SHEET WHERE

ELEVATION IS LOCATED

FOR REFERENCING DETAILS INCLUDED IN DRAWING SET.

SECTION LETTER

FLAG INDICATES DIRECTION

OF SECTION CUT

SECTION LETTER

DETAIL NUMBER

SHEET WHERE DETAIL

IS LOCATED *

DETAIL NUMBER

ELEVATION NUMBER

SHEET WHERE

SECTION IS LOCATED

SECTION LETTER

TARGET ELEVATION

ARROW INDICATES

DIRECTION OF SECTION

CUT

IDENTIFICATION SYMBOLOGY SHEET NAMING CONVENTION

GENERAL LINE SYMBOLOGY

GENERAL SYMBOLOGY

PLAN

SECTION

DETAIL

ELEVATIONX

XXX

MATERIALS IN PLAN/SECTION

BRICK MASONRY (PLAN AND/OR SECTION)

GROUT (SECTION)

DEMOLITION (PLAN AND/OR SECTION)

CONCRETE (PLAN AND/OR SECTION)

GRANULAR FILL (SECTION)

EARTH (SECTION)

BATT INSULATION (SECTION)

WOOD - CONTINUOUS (SECTION)

RIGID INSULATION (SECTION)

WOOD - BLOCKING (SECTION)

GYPSUM BOARD (SECTION)

CONCRETE MASONRY (PLAN

AND/OR SECTION)

XXX

BUILDING OR AREA 02

SHEET TYPE DESIGNATOR

SHEET NUMBER

DISCIPLINE DESIGNATOR

BUILDING OR AREA DESIGNATION

EXAMPLE

0 2

0 1

0 2 A 3 0 1

ARCHITECTURAL

SECTIONS

SHEET 01

SINGLE ELEVATION OR PHOTO MARKER

XXX

ARROW INDICATES

POINT OF VIEW

SHEET WHERE ELEVATION

IS LOCATED *

INTERIOR EXTERIOR

ELEVATION NUMBER

NORTH ARROW

THIS IS A STANDARD SHEET SHOWING

COMMON SYMBOLOGY. ALL SYMBOLS ARE

NOT NECESSARILY USED ON THIS PROJECT.

SCREENING OR SHADING OF WORK IS USED

TO INDICATE EXISTING COMPONENTS OR TO

DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER

TO CONTEXT OF EACH SHEET FOR USAGE.

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PROJECT MANAGER

0 1" 2"

SCALE

FILENAME

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET CONTRACT #: W912QG-18-F-0040

ANG PROJECT #: PSTE172020

HDR PROJECT #: 10136847

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

MCENTIRE JOINT NATIONAL GUARD BASE

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

C rv t\

-0

-G

J a s o n .S e a g le .r v t

A M

G-002

NICK OVERBY

10136847-00-G.rvt

GENERAL LEGEND

S O

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C E R T I

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A Z

O N

HDR ENGINEERING,

INC.

OF THE CAROLINAS

NO. C0318

F I

NONE

PROJECT MANAGER

0 1" 2"

SCALE

FILENAME

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET CONTRACT #: W912QG-18-F-0040

ANG PROJECT #: PSTE172020

HDR PROJECT #: 10136847

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

MCENTIRE JOINT NATIONAL GUARD BASE

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

C rv t\

-0

-F

J a s o n .S e a g le

.r v t

A M

G-003

NICK OVERBY

10136847-00-F.rvt

CODE ANALYSIS

A.SENK

A.LOCKWOOD

Z.SACHSENMAIER

SHALL BE PROVIDED.

AUTOMATIC SPRINKLER PROTECTION IS PROVIDED SMOKE BARRIERS

UNLESS AUTOMATIC SPRINKLER PROTECTION IS PROVIDED. WHERE

ROOMS AND SHOPS THAT INCLUDE WOODWORKING OR PAINTING AREA, 40.3.2.1

• SMOKE BARRIER REQUIRED FOR GENERAL STORAGE, BOILER, OR FURNACE NFPA 101 §8,7,1,2 (1), 12.3.2.1.2 (b), PROTECTION FROM HAZARDS

NOTE 1: FIRE RATING MAYBE INCREASED DUE TO OTHER CRITERIA SUCH AS FIRE AREA SEPARATION.

• ROOF CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

• FLOOR CONSTRUCTION (INCLUDING SUPPORTING BEAMS AND JOISTS) 0 HOUR

• NONBEARING WALLS & PARTITIONS - INTERIOR 0 HOUR (NOTE 1)

• NONBEARING WALLS - EXTERIOR SEPARATION DISTANCE >30' 0 HOUR

• BEARING WALLS - INTERIOR 0 HOUR

• BEARING WALLS - EXTERIOR SEPARATION DISTANCE >30' 0 HOUR

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

IBC 601 & TABLE 602 ALL ALLOWABLE

COMBUSTIBLE MATERIALS AS DEFINED

IN SECTION 603

IBC STRUCTURAL ELEMENTS:

FIRE RESISTANCE REQUIREMENTS

• ALLOWABLE HEIGHT: 55 FEET AND 1 STORY FOR NONSPRINKLED H-2 BUILDING IBC §504.1 TABLE 504.3/504.4

• ALLOWABLE GROSS SQUARE FEET OF BUILDING: 7,000 SQ.FT. IBC §506.2.1

ALLOWABLE IBC BUILDING HEIGHT AND FLOOR AREA:

• BUILDING IS FULLY PROTECTED WITH AN AUTOMATIC SPRINKLER SYSTEM

• BUILDING HEIGHT AND STORIES: 12FT. 0IN. AND 1 STORIES IBC § 502 BUILDING HEIGHT DEFINITION

• TOTAL BUILDING AREA: 868 SQ.FT. IBC § 502 BUILDING AREA DEFINITION

• TYPE IIB CONSTRUCTION (IBC) IBC § 602 & TABLE 601

BUILDING DESCRIPTION - PROVIDED

SPECIAL-PURPOSE HAZARD INDUSTRIAL NFPA 101 CHAPTER 40

• NFPA OCCUPANCY CLASSIFICATION NFPA 101 CHAPTER 6

HIGH-HAZARD GROUP H-2 IBC § 307 (HIGH-HAZARD)

• IBC OCCUPANCY CLASSIFICATION IBC § 302

BUILDING OCCUPANCY CLASSIFICATION

ARCHITECTURAL BARRIERS ACT (ABA), 2015 EDITION

INTERNATIONAL CODE COUNCIL, INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION. (AS AMENDED BY UFC 1-200-01)

OTHER REFERENCES

NFPA 400, HAZARDOUS MATERIAL CODE, 2019

NFPA 291, RECOMMEND PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2019 EDITION

NFPA 241, STANDARD FOR SAFEGUARDING CONSTRUCTION, ALTERATION, AND DEMOLITION OPERATIONS, 2019 EDITION

NFPA 170, STANDARD FOR FIRE SAFETY AND EMERGENCY SYMBOLS, 2018 EDITION

NFPA 101, LIFE SAFETY CODE, 2018 EDITION.

NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATION SYSTEMS, 2019 EDITION.

NFPA 80, STANDARD FOR FIRE DOORS AND OTHER OPENING PROTECTIVES, 2019 EDITION

NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE, 2019 EDITION.

NFPA 70, NATIONAL ELECTRIC CODE, 2017 EDITION

NFPA 10, STANDARD FOR PORTABLE FIRE EXTINGUISHERS, 2018 EDITION.

NFPA 1, FIRE CODE, 2018 EDITION.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

UFC 3-601-02, OPERATION AND MAINTENANCE: INSPECTION, TESTING AND MAINTENANCE OF FIRE PROTECTION SYSTEMS, 8 SEP 2010.

UFC 3-460-01, DESIGN: PETROLEUM FUEL FACILITIES, 16 AUGUST 2010, CHANGE 3, MAY 2018.

UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES, 28 NOV 2016.

UFC 3-520-01, INTERIOR ELECTRICAL SYSTEMS, 26 OCTOBER 2015

UFC 1-300-02, UNIFIED FACILITIES GUIDE SPECIFICATIONS (UFGS) FORMAT STANDARD CHANGE 1, 1 APRIL 2017

UFC 1-200-01, GENERAL BUILDING REQUIREMENTS, 20 JUN 2016.

UNIFIED FACILITIES CRITERIA (UFC)

REFERENCED CODES AND STANDARDS

CODE ANALYSIS

IN DESIGN ARE LISTED):

WAY AND SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING (ONLY THOSE INCLUDED

• EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC IBC § 1009.2

ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY NOT LESS THAN TWO.

REQUIRED BY SECTION 1006.1 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH

ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF EGRESS ARE

• ACCESSIBLE MEANS OF EGRESS SHALL BE PROVIDED WITH NOT LESS THAN ONE IBC § 1009.1

(NOTE: IN THE 2015 EDITION OF IBC ACCESSIBLE MEANS OF EGRESS WAS MOVED TO SECTION 1009)

ACCESSIBLE MEANS OF EGRESS. (2015 EDITION)

• ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THE IBC §1007 (2003 EDITION) ABA F207.1

THE 2015 EDITION WILL BE USED.

EGRESS AND ACCESSIBILITY. UTILIZE THE ABA. WHERE THE ABA REFERENCES THE IBC, § 2-10 & 2-11

• PER UFC 1-200-01 §2-11, DELETE CHAPTER 10 & 11 OF THE IBC FOR MEANS OF UFC 1-200-01

ACCESSIBLE MEANS OF EGRESS

• EVERY EXIT OR DIRECTIONAL SIGN SHALL BE ILLUMINATED BY A RELIABLE LIGHT SOURCE NFPA 101 § 7.10.5.1

LOCATION WHERE DIRECTION OF TRAVEL TO REACH THE NEAREST EXIT IS NOT APPARENT

• A SIGN WITH DIRECTIONAL INDICATOR SHOWING DIRECTION OF TRAVEL SHALL BE PLACED IN EVERY NFPA 101 § 7.10.2.1

THE EXIT OR WAY TO REACH EXITIS NOT READILY APPARENT TO OCCUPANTS

• ACCESS TO EXITS SHALL BE MARKED BY APPROVED, READILY VISIBLE SIGNS IN ALL CASES WHERE NFPA 101 § 7.10.1.5.1

EXITS, SHALL BE MARKED BY APPROVED SIGNS

• EXITS OTHER THAN MAIN EXTERIOR EXIT DOORS THAT ARE OBVIOUSLY AND CLEARLY IDENTIFIED AS NFPA 101 § 7.10.1.2.1

MARKING MEANS OF EGRESS

• MINIMUM ILLUMINATION FOR FLOORS AND OTHER WALKING SURFACES SHALL BE AT LEAST 1FT. CANDLE NFPA 101 § 7.8.1.3 (2)

ILLUMINATION OF MEANS OF EGRESS

• NOT LESS THAN 36" FOR ANY MEANS OF EGRESS NFPA 101 § 7.3.4.1 (2)

MINIMUM WIDTH

SERVED.

THAN 1/3RD THE MAXIMUM OVERALL DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE

• MINIMUM DISTANCE SEPARATION BETWEEN EXITS AND EXIT ACCESS DOORS SHALL BE NOT LESS NFPA 101 § 7.5.1.3.3

REMOTENESS OF EXITS

• SPECIAL-PURPOSE INDUSTRIAL, (NONSPRINKLERED): 50 FEET, NFPA 101 § 40.2.5.1

DEAD-END LIMITS

• SPECIAL-PURPOSE INDUSTRIAL, (NONSPRINKLERED): 50 FEET NFPA 101 § 40.2.5.1

COMMON PATH OF TRAVEL

• SPECIAL-PURPOSE INDUSTRIAL, (NONSPRINKLERED): 300 FEET NFPA 101 § 42.2.6.1

TRAVEL DISTANCE TO AN EXIT

• OCCUPANT LOAD 1-500: NOT LESS THAN 2 MEANS OF EGRESS REQUIRED NFPA 101 § 7.4.1.1

MINIMUM NUMBER OF MEANS OF EGRESS

MEANS OF EGRESS REQUIRED; SEE LIFE SAFETY PLANS FOR EGRESS PROVIDED

INDUSTRIAL A OR B A, B, OR C A, B, OR C CLASS I OR II

GROUP EXITS

EXIT ACCESS

CORRIDORS

ROOMS AND

ENCLOSED SPACES

INTERIOR FINISH

FLOOR

INTERIOR WALL, CEILING, AND FLOOR FINISHES: NFPA 101 CHAPTER 10 TABLE A.10.2.2

UNLESS BUILDING IS PROTECTED THROUGHOUT WITH AN APPROVED AUTOMATIC SPRINKLER SYSTEM.

• FIRE DAMPERS ARE REQUIRED FOR ALL HVAC PENETRATIONS IN HORIZONTAL EXITS. NFPA 101 § 7.2.4.3.5(2)

FIRE DAMPERS REQUIRED FOR AIR TRANSFER GRILLES.

• FIRE DAMPERS NOT REQUIRED FOR FULLY DUCTED HVAC IN 1-HOUR FIRE RATED BARRIERS. NFPA 90A § 5.3.1.1

REQUIRED FIRE DAMPERS IN RATED WALLS

• FIRE EXTINGUISHERS ARE NOT REQ'D IN SPRINKLERED BUILDINGS UFC 3-300-01

ALARM

• SURGE PROTECTION DEVICE SHALL BE PROVIDED FOR ALL 120 VAC POWERED FIRE UFC 3-600-01 § 9-18.11.2

• BREAKER LOCK SHALL BE PROVIDED FOR FIRE ALARM UFC 3-520-01 UFC 3-600-01 § 9-18.11.1

• MASS NOTIFICATION SYSTEM PROVIDED WHERE OCCUPANT LOAD IS 11 OR MORE PERSONS UFC 4-010-01 § 1-6

• NOTIFICIATION TO BE PROVIDED THROUGHOUT ENTIRE BUILDING UFC 3-600-01 § 9-18.6.1

• MANUAL PULL STATION AT ALL EXIT DOORS UFC 3-600-01 § 9-18.7.4

• REMOTE ANNUNCIATOR PROVIDED AT DESIGNATED PRIMARY ENTRANCE UFC 3-600-01 § 9-18.4.4

• ANALOG / ADDRESSABLE FIRE ALARM SYSTEM SHALL BE PROVIDED UFC 3-600-01 § 9-18.4

• INDUSTRIAL OCCUPANCY - REQUIRED FOR OCCUPANT LOAD > 100 PERSONS. NFPA 101 § 40.3.4

• FIRE ALARM SYSTEM TO BE INSTALL IN ACCORDANCE WITH UFC-3-600-01, NFPA 70, NFPA 72 AND ABA

FIRE ALARM AND MASS NOTIFICATION SYSTEM (MNS)

ACTIVE FIRE PROTECTION SYSTEMS (SHALL COMPLY WITH UFC 3-600-01 CHAPTER 9)

CONSIDERATION GIVEN TO ACCESSIBILITY AND OBSTRUCTIONS.

• ALL PARTS OF THE FACILITY EXTERIOR MUST BE WITHIN 350FT OF A HYDRANT WITH UFC 3-600-01 § 9-3.5.8.2

FIRE HYDRANT PLACEMENT AND COVERAGE (UFC 3-600-01 § 9-3.5; SEE CODE COMPLIANCE SITE PLAN)

• DIMENSIONS OF FIRE LANES AND TURNAROUNDS COMPLY WITH NFPA 1.

◦ EXTERIOR DOOR ACCESSIBLE FOR FIRE DEPARTMENT INGRESS AND WITHIN 150FT OF FIRE DEPARTMENT.

• ONE MEANS OF PAVED ALL-WEATHER GROUND ACCESS NO FARTHER THAN 33 FEET FROM AN CONNECTIONS.

FIRE DEPARTMENT VEHICLE ACCESS (UFC 3-600-01 § 9-1; SEE CODE COMPLIANCE SITE PLAN)

• MECHANICAL/ELECTRICAL ROOMS: 500 SQ.FT./PERSON GROSS FLOOR AREA UFC 3-600-01, TABLE 10-1

• INDUSTRIAL USE: 100 SQ.FT./PERSON GROSS FLOOR AREA NFPA 101 TABLE 7.3.1.2

OCCUPANCY LOAD FACTORS

• LEVEL COMPONENTS (DOORS) - 0.2 INCHES PER OCCUPANT FOR DOORS IN BUILDINGS NFPA 101 TABLE 7.3.3.1

OCCUPANCY CAPACITY FACTORS

SP SP SP SP SP

S P

SP SP SP SP

SP SP SP SP SP

PROTECTIVE

EQUIP

TOILET

DRUM

STORAGE

SERVICING

AREA

T D

-1 T

D -1

TD-1

TD-1 TD-1

T D

-4

TD-4 TD-4

TD-6

T D

-6 T

D -6

T D

-6

MECH.

TD-2

T D

-2

TD-3

T D

-3

DOOR

5' - 8"

DOOR

2' - 8"

DOOR

2' - 8"

DOOR

2' - 8"

DOOR

5' - 8"

DOOR

2' - 8"

107A 106A

105A

103A

101A

102A T

D -5

TD-5

T D

-5

SMOKE PARTITION

CLEAR DOOR WIDTH [FEET - INCHES]

OCCUPANT LOAD CAPACITY [NO.OF PEOPLE]

EXIT DOOR TAG

LIFE SAFETY NOTES:

1. FOR EXIT LIGHTS AND EMERGENCY LIGHTING, SEE ELECTRICAL LIGHTING DRAWINGS (E SERIES).

LINE TYPES FOR MEANS OF EGRESS:

TRAVEL DISTANCE

SYMBOLCOMPONENT

LIFE SAFETY SYMBOLS:

EXIT DISCHARGE ARROW

EXIT DISCHARGE

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DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1/4" = 1'-0"

1 2 3 4 5 6 7 8

SHEET CONTRACT #: W912QG-18-F-0040

ANG PROJECT #: PSTE172020

HDR PROJECT #: 10136847

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

MCENTIRE JOINT NATIONAL GUARD BASE

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

C rv t\

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J a s o n .S e a g le

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NICK OVERBY

10136847-00-F.rvt

LIFE SAFETY PLAN

A.SENK

A.LOCKWOOD

Z.SACHSENMAIER

1/4" = 1'-0"G-004

1 LIFE SAFETY PLAN

MEANS OF EGRESS ARRANGEMENT DISTANCE

SCHEDULE - BUILDING SUMMARY

EGRESS

PATH ID

EGRESS DISTANCE

PROVIDED

MAXIMUM

PERMITTED

TD-1 23' - 6" 300' - 0"

TD-2 6' - 6" 300' - 0"

TD-3 6' - 0" 300' - 0"

TD-4 14' - 6" 300' - 0"

TD-5 26' - 0" 300' - 0"

TD-6 15' - 6" 300' - 0"

WALL RATINGS

MEANS OF EGRESS WIDTH CAPACITY - LEVEL 1

EXIT ID

PROVIDED EGRESS CAPACITY - LEVEL

COMPONENTS & RAMPS

EGRESS

CAPACITY

FACTOR

CLEAR

WIDTH

OCCUPANT LOAD

CAPACITY

101A 0.2 5' - 8" 340

102A 0.2 5' - 8" 340

103A 0.2 2' - 8" 160

105A 0.2 2' - 8" 160

106A 0.2 2' - 8" 160

107A 0.2 2' - 8" 160

JUNE 2019 B-2 DESIGN SUBMISSION

INDUSTRIAL 800 100 8

OCCUPANT USE

TYPE

AREA

(SQ FT)

OCCUPANT

LOAD FACTOR

(SF/PERSON) OCCUPANT LOAD

OCCUPANT LOAD SCHEDULE

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

PROJECT MANAGER

HDR PROJECT #:

0 1" 2"

SCALE

FILENAME

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET

ALLAN GOFF

ROBERT BAYSDEN

10136847

NICK OVERBY

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

ANG PROJECT #:

PSTE172020

CONTRACT #:

W912QG-18-F-0040

MCENTIRE JOINT NATIONAL GUARD BASE

R A

HDR ENGINEERING,

INC.

OF THE CAROLINAS

NO. C0318

G-005

G-005.DWG

CODE COMPLIANCE

SITE PLAN

1" = 20'

ADAM SENK

ADELAINE LOCKWOOD

ZACH SACHSENMAIER

- JUNE 2019 B-2 DESIGN SUBMISSION

LEGEND:

KEY NOTES:

1. ALL PARTS OF BUILDING EXTERIOR WITHIN 350

FT AS REQUIRED UFC 3-600-01 PARA. 9-3.5.8.2.

2. ALL WEATHER GROUND ACCESS SHALL BE

PROVIDED FOR EMERGENCY VEHICLES PER UFC

3-600-01 PARA 9-1.1.

3. FIRE DEPARTMENT CONNECTION PROVIDED

WITHIN 150 FT AS REQUIRED BY UFC 3-600-01

PARA. 3-7.3.3.

4. FIRE ALARM/SPRINKLER RISER ROOM.

5. FIRE HOSE PULL 150 FT.

6. FIRE WATER SUPPLY ISOLATION GATE VALVE

BELOW GRADE IN VALVE BOX

7. SITE FENCE

8. FIRE WATER SUPPLY

F-101

CODE COMPLIANCE SITE PLAN

SCALE: 1" = 20' - 0"

HOSE PULL

HYDRANT

C p w w o r k i n g e a s t d

G d w g

P l o t

L O

C K

W O

O D

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

6' WOVEN WIRE FENCE WITH BARB

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

PAVEMENT

AutoCAD SHX Text

6' WOVEN WIRE FENCE WITH BARB

AutoCAD SHX Text

ROAD

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

ASPHALT

ALOCKWOOD

Text Box

A.SENK

ALOCKWOOD

Text Box

A.LOCKWOOD

ALOCKWOOD

Text Box

Z. SACHSENMAIER

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

PROJECT MANAGER

HDR PROJECT #:

0 1"

SCALE

FILENAME

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET

ALLAN GOFF

ROBERT BAYSDEN

10136847

NICK OVERBY

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

ANG PROJECT #: PSTE172020

CONTRACT #: W912QG-18-F-0040

MCENTIRE JOINT NATIONAL GUARD BASE

R A

HDR ENGINEERING,

INC.

OF THE CAROLINAS

NO. C0318

C-000

C-000.DWG

CIVIL LEGEND

- JUNE 2019 B-2 DESIGN SUBMISSION

UTILITY BENEATH STRUCTURE

LARGE PIPELINE

PIPELINE

CENTERLINE

PROPERTY LINE

EASEMENT

LIMITS OF DISTURBANCE

ROW

LOD LOD LOD LOD

EXISTING CONTOUR W/ ELEVATION (MAJOR)

EXISTING CONTOUR (MINOR)

CONTOUR W/ ELEVATION (MAJOR)

HIGHWAY GUARDRAIL

EXISTING VEGETATION/BRUSH LINE

X X X X X X

SECURITY FENCE

SILT FENCE

DOWNGUY

SURVEY BENCHMARK

SPOT ELEVATION

SURVEY CONTROL POINT

IDENTIFICATION AND APPROXIMATE

LOCATION OF SOIL TEST HOLE

CIVIL MAPPING SYMBOLOGY

BUOY

STORM OPEN THROAT CATCH BASIN

STORM SPLITTER BOX

EMBANKMENT SLOPE (CUT)

FLOW ARROW

EMBANKMENT SLOPE RIGHT ARROW RIGHT

EMBANKMENT SLOPE LEFT ARROW LEFT

CLEANOUT

FUEL OIL METER

FUEL OIL MANHOLE

FUEL OIL VAULT

EMBANKMENT SLOPE (FILL)

GREASE TRAP

GRIT CHAMBER

NATURAL GAS METER

NATURAL GAS RECEIVER

NATURAL GAS TRAP

NATURAL GAS LINE VAULT

HEADWALL

HORIZONTAL CONTROL POINT

VERTICAL CONTROL POINT

INTERSTATE HIGHWAY SYMBOL

INDUSTRIAL WASTE WATER METER

INDUSTRIAL WASTE WATER MANHOLE

EXTERIOR UTILITY JUNCTION BOX

MONITORING WELL

POST INDICATOR VALVE

PUMP STATION

RAIL SIGNAL

RAIL SWITCH

SECTION CORNER MONUMENT

SECTION CORNER NO MONUMENT

STORM DRAINAGE MANHOLE

SIGN

SANITARY MANHOLE

SEPTIC TANK

STATE HIGHWAY SYMBOL

TIDE GAUGE

TIRE TREDDLE

TRAFFIC ARM WITH CARD READER

TRAFFIC ARM MECHANICAL SWING

US HIGHWAY SYMBOL

WATER/AIR VENT

WATER BACKFLOW PREVENTER

WATER LEVEL IN SECTION/PROFILE

EXISTING UTILITY POLE

UTILITY/CIVIL LINE SYMBOLOGY

GATE VALVE

FIRE HYDRANT

CULVERT END SYMBOL

(WITH CULVERT SHOWN BETWEEN SYMBOLS)

H:V

CP-X

XXX

R R

WATER BLOWOFF

WATER METER

WATER SHUTOFF

WATER SOFTENER

WATER VALVE VAULT

PIEZOMETER

TANK BELOW GROUND

TANK HORIZONTAL ABOVE GROUND

TANK VERTICAL ABOVE GROUND

TEMPORARY SEDIMENT TRAP

HAY BALE

SOIL BORING

TEST PIT

FLOOD LIMIT (100 YEAR)

A. THIS IS A STANDARD CIVIL SYMBOLOGY SHEET. ALL SYMBOLS ARE NOT

NECESSARILY USED ON THIS PROJECT.

B. SCREENING OR SHADING OF WORK IS USED TO INDICATE EXISTING

COMPONENTS OR TO DE-EMPHASIZE PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK. REFER TO CONTEXT OF EACH

SHEET FOR USAGE.

TREE PROTECTION FENCE

STORM FLARED END SECTION

DIVERSION SWALE

TREE LINE

WETLAND BUFFER

LINEAR REMOVAL/DEMOLITION

HEAVY DUTY ASPHALT PAVEMENT

CONCRETE SIDEWALK

SEDIMENT TUBE

YARD INLET SEDIMENT FILTER

W W

EXISTING ELECTRICAL

EXISTING WATER

EXISTING SANITARY SEWER

EXISTING TREE LINE

CONTOUR (MINOR)

X X X X X X

EXISTING SECURITY FENCE

RIPRAP

SILT FENCE ROCK OUTLET

STORM DRAINAGE DROP INLET

EXISTING OVERHEAD ELECTRICAL

EXISTING UNDERGROUND FIBER OPTIC

EXISTING UNDERGROUND TELEPHONE

OHE

PLUG VALVE

LIGHT DUTY ASPHALT PAVEMENT

ASPHALT PAVEMENT DEMOLITION

CONCRETE PAVEMENT DEMOLITION

MACHINE CLEAR AND GRUB

CONCRETE WHEEL STOP

EXISTING UNDERGROUND ELECTRICAL

EXISTING UNDERGROUND GAS

WETLANDS

WATER MAIN

SEWER FORCE MAIN

STORM DRAINAGE PIPING

FM FM FM FM FM

GRAVITY SEWER PIPING

BLOCK & GRAVEL CURB

INLET SEDIMENT FILTER

CONSTRUCTION ENTRANCE

HEAVY DUTY CONCRETE PAVEMENT

1 STAKING POINT

FFE = 123

BUILDING FINISHED FLOOR ELEVATION

GAS PIPING

RIPRAP OUTLET PROTECTION

GENERAL SHEET NOTES

±800-SF

HYDRAZINE

FACILITY

26.67'

LIMITS OF DISTURBANCE

(0.55-ACRES)

MILL 2-INCHES

EXISTING ASPHALT

AND RESURFACE

(±650-SY)

±935-SF HEAVY DUTY

CONCRETE PAVEMENT

±250-LF 7-FT CHAINLINK

FENCE WITH BARB WIRE

3-FT WALK THROUGH GATE

16-FT ROLLING GATE

±25-SF

CONCRETE SIDEWALK

±50-SF

CONCRETE SIDEWALK

SAWCUT EDGE

25.24'

S S

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

PROJECT MANAGER

HDR PROJECT #:

0 1"

SCALE

FILENAME

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET

ALLAN GOFF

ROBERT BAYSDEN

10136847

NICK OVERBY

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

ANG PROJECT #: PSTE172020

CONTRACT #: W912QG-18-F-0040

MCENTIRE JOINT NATIONAL GUARD BASE

R A

HDR ENGINEERING,

INC.

OF THE CAROLINAS

NO. C0318

C-001

C-001.DWG

OVERALL SITE

PLAN

1" = 20'

- JUNE 2019 B-2 DESIGN SUBMISSION

S D

LIMITS OF DISTURBANCE

(0.55-ACRES)

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

PROJECT MANAGER

HDR PROJECT #:

0 1"

SCALE

FILENAME

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET

ALLAN GOFF

ROBERT BAYSDEN

10136847

NICK OVERBY

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

ANG PROJECT #: PSTE172020

CONTRACT #: W912QG-18-F-0040

MCENTIRE JOINT NATIONAL GUARD BASE

R A

HDR ENGINEERING,

INC.

OF THE CAROLINAS

NO. C0318

C-002

C-002.DWG

SITE

DEMOLITION PLAN

1" = 20'

- JUNE 2019 B-2 DESIGN SUBMISSION

REMOVE METAL BUILDING

AND STAIRS

ABANDON EXISTING VALVE IN PLACE

S D

S F

SF SF

S F

SF SF

S F

TEMPORARYSILT FENCE

00C-07

CONCRETE WASHOUT AREA

00C-07

SILT FENCE ROCK OUTLET (TYP.)

00C-06

(2) TYPE A INLET

PROTECTION

00C-07

(2) TYPE A INLET PROTECTION

00C-07

TYPE A INLET PROTECTION

00C-07

TYPE A INLET

PROTECTION

00C-07

LIMITS OF DISTURBANCE

(0.55-ACRES)

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

PROJECT MANAGER

HDR PROJECT #:

0 1"

SCALE

FILENAME

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET

ALLAN GOFF

ROBERT BAYSDEN

10136847

NICK OVERBY

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

ANG PROJECT #: PSTE172020

CONTRACT #: W912QG-18-F-0040

MCENTIRE JOINT NATIONAL GUARD BASE

R A

HDR ENGINEERING,

INC.

OF THE CAROLINAS

NO. C0318

C-003

C-003.DWG

CIVIL EROSION

CONTROL PLAN

S D

LIMITS OF DISTURBANCE

(0.55-ACRES)

S S

EL 231.90

EL 231.18

EL 231.17

EL 231.22

EL 231.40

±800-SF

HYDRAZINE

FACILITY

(FFE = 231.90)

EL 231.40

EL 231.15

EL 231.90

EL 231.40

EL 231.90

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

PROJECT MANAGER

HDR PROJECT #:

0 1"

SCALE

FILENAME

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET

ALLAN GOFF

ROBERT BAYSDEN

10136847

NICK OVERBY

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

ANG PROJECT #: PSTE172020

CONTRACT #: W912QG-18-F-0040

MCENTIRE JOINT NATIONAL GUARD BASE

R A

HDR ENGINEERING,

INC.

OF THE CAROLINAS

NO. C0318

C-004

C-004.DWG

CIVIL GRADING

AND DRAINAGE PLAN

S D

LIMITS OF DISTURBANCE

(0.55-ACRES)

S S

±311-LF 2-INCH HDPE FORCEMAIN

(2) 2-INCH 45° HDPE BENDS

11,000 GALLON H-70 NEUTRALIZATION

TANK WITH DE-WATERING PUMP SYSTEM

EXISTING FIRE HYDRANT

TO BE MAINTAINED

±60-LF OF 2-INCH HDPE

DOMESTIC WATER SERVICE LINE

2-INCH FORCE MAIN

CONNECTION TO

EXISTING MANHOLE

(APPROX. LOCATION)

±18-LF 4-INCH HDPE DRAIN LINE

(2) 4-INCH HDPE 45° BENDS

PACKAGE GRINDER PUMP STATION

8x2-INCH TAPPING SADDLE

±39-LF 4-INCH SSWR GRAVITY SERVICE LINE

(2) 4-INCH HDPE 45° BEND

4-INCH SEWER CLEANOUT

EXISTING 8-INCH WATERLINE

TO BE MAINTAINED

±17-LF 4-INCH HDPE DRAIN LINE

(2) 4-INCH HDPE 45° BENDS

4" SEWER CLEANOUT

ON DRAIN LINE

PRELIMINARY

NOT FOR

CONSTRUCTION

RECORDING

PROJECT MANAGER

HDR PROJECT #:

0 1"

SCALE

FILENAME

DRAWN BY:

CHECKED BY:

ISSUE DATE DESCRIPTION

1 2 3 4 5 6 7 8

SHEET

ALLAN GOFF

ROBERT BAYSDEN

10136847

NICK OVERBY

HYDRAZINE FACILITY

SC AIR NATIONAL GUARD

169TH FIGHTER WING

EASTOVER, SC

ANG PROJECT #: PSTE172020

CONTRACT #: W912QG-18-F-0040

MCENTIRE JOINT NATIONAL GUARD BASE

R A

HDR ENGINEERING,

INC.

OF THE CAROLINAS

NO. C0318

C-005

C-005.DWG

CIVIL

UTILITY PLAN

6. LIME AND FERTILIZER SHALL BE APPLIED UNIFORMLY AND MIXED WITH THE SOIL DURING SEEDBED

PREPARATION. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED DEPENDING ON

FIELD CONDITION.

7. MULCH TO BE TACKED OR MECHANICALLY TIED DOWN IMMEDIATELY AFTER MULCH IS SPREAD.

8. ALL SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH NORTH AMERICAN GREEN SC150 OR

EQUIVALENT

STABILIZATION REQUIREMENTS

TEMPORARY OR PERMANENT GROUND COVER STABILIZATION SHALL OCCUR WITHIN 7 CALENDAR DAYS

FROM THE LAST LAND-DISTURBING ACTIVITY, WITH THE FOLLOWING EXCEPTIONS IN WHICH

TEMPORARY OR PERMANENT GROUND COVER SHALL BE PROVIDED IN 14 CALENDAR DAYS FROM THE

LAST LAND-DISTURBING ACTIVITY:

· SLOPES BETWEEN 2:1 AND 3:1, WITH A SLOPE LENGTH OF 10 FT. OR LESS

· SLOPES 3:1 OR FLATTER, WITH A SLOPE OF LENGTH OF 50 FT. OR LESS

· SLOPES 4:1 OR FLATTER

NATIVE GRASS SEEDING AND MULCHING: (EAST)

NATIVE GRASS SEEDING AND MULCHING SHALL BE PERFORMED ON THE DISTURBED AREAS OF

WETLANDS AND RIPARIAN AREAS, AND ADJACENT TO STREAM RELOCATION CONSTRUCTION WITHIN A

50 FOOT ZONE ON BOTH SIDES OF THE STREAM OR DEPRESSION, MEASURED FROM TOP OF STREAM

BANK OR CENTER OF DEPRESSION. THE STREAM BANK OF THE STREAM RELOCATION SHALL BE

SEEDED BY A METHOD THAT DOES NOT ALTER THE TYPICAL CROSS SECTION OF THE STREAM BANK.

NATIVE GRASS SEEDING AND MULCHING SHALL ALSO BE PERFORMED IN THE PERMANENT SOIL

REINFORCEMENT MAT SECTION OF PREFORMED SCOUR HOLES, AND IN OTHER AREAS AS DIRECTED.

THE KINDS OF SEED AND FERTILIZER, AND THE RATES OF APPLICATION OF SEED, FERTILIZER, AND

LIMESTONE, SHALL BE AS STATED BELOW. DURING PERIODS OF OVERLAPPING DATES, THE KIND OF

SEED TO BE USED SHALL BE DETERMINED. ALL RATES ARE IN POUNDS PER ACRE.

FERTILIZER SHALL BE 10-20-20 ANALYSIS. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED

PROVIDED THE 1-2-2 RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE

THE SAME AMOUNT OF PLANT FOOD AS A 10-20-20 ANALYSIS AND AS DIRECTED.

NATIVE GRASS SEEDING AND MULCHING SHALL BE PERFORMED IN ACCORDANCE WITH SECTION 1660

OF THE STANDARD SPECIFICATIONS AND VEGETATIVE COVER SUFFICIENT TO RESTRAIN EROSION

SHALL BE INSTALLED IMMEDIATELY FOLLOWING GRADE ESTABLISHMENT.

TEMPORARY SEEDING

FERTILIZER SHALL BE THE SAME ANALYSIS AS SPECIFIED FOR SEEDING AND MULCHING AND APPLIED

AT THE RATE OF 400 POUNDS AND SEEDED AT THE RATE OF 50 POUNDS PER ACRE. GERMAN MILLET

OR BROWNTOP MILLET SHALL BE USED IN SUMMER MONTHS AND RYE GRAIN DURING THE REMAINDER

OF THE YEAR. THE ENGINEER WILL DETERMINE THE EXACT DATES FOR USING EACH KIND OF SEED.

FERTILIZER TOPDRESSING

FERTILIZER USED FOR TOPDRESSING SHALL BE 16-8-8 GRADE AND SHALL BE APPLIED AT THE RATE OF

500 POUNDS PER ACRE. A DIFFERENT ANALYSIS OF FERTILIZER MAY BE USED PROVIDED THE 2-1-1

RATIO IS MAINTAINED AND THE RATE OF APPLICATION ADJUSTED TO PROVIDE THE SAME AMOUNT OF

PLANT FOOD AS 16-8-8 ANALYSIS AND AS DIRECTED.

SUPPLEMENTAL SEEDING

THE KINDS OF SEED AND PROPORTIONS SHALL BE THE SAME AS SPECIFIED FOR SEEDING AND

MULCHING, AND THE RATE OF APPLICATION MAY VARY FROM 25# TO 75# PER ACRE. THE ACTUAL RATE

PER ACRE WILL BE DETERMINED PRIOR TO THE TIME OF TOPDRESSING AND THE CONTRACTOR WILL

BE NOTIFIED IN WRITING OF THE RATE PER ACRE, TOTAL QUANTITY NEEDED, AND AREAS ON WHICH

TO APPLY THE SUPPLEMENTAL SEED. MINIMUM TILLAGE EQUIPMENT, CONSISTING OF A SOD SEEDER

SHALL BE USED FOR INCORPORATING SEED INTO THE SOIL AS TO PREVENT DISTURBANCE OF

EXISTING VEGETATION. A CLODBUSTER (BALL AND CHAIN) MAY BE USED WHERE DEGREE OF SLOPE

PREVENTS THE USE OF A SOD SEEDER.

MOWING

THE MINIMUM MOWING HEIGHT SHALL BE 4 INCHES.

CLEARING:

CLEARING SHALL INCLUDE THE TRIMMING OF ONLY THOSE TREES OVERHANGING THE CLEARING LIMITS

AS NECESSARY TO PERFORM THE WORK. THE CONTRACTOR SHALL ALSO CLEAR THOSE AREAS OR

FEATURES SPECIFICALLY SHOWN ON THE PLANS TO BE CLEARED. CLEARING SHALL NOT INCLUDE THE

UNNECESSARY REMOVAL OF TREES, GRASS, TURF, BRUSH, OR LANDSCAPING OR SIMILAR GROUND

COVERS OR OTHER VEGETATION. THE CONTRACTOR SHALL NOT CONDUCT ANY CLEARING

OPERATIONS OUTSIDE THE LIMITS SPECIFIED, UNLESS APPROVED BY THE OWNER/ENGINEER. ALL

OTHER SUCH FEATURES REMOVED OR DAMAGE CAUSED BY CONSTRUCTION ACTIVITIES BY THE

CONTRACTOR SHALL BE RESTORED TO ORIGINAL CONDITION.

TEMPORARY AND PERMANENT NON LAWN SEEDING MEASURES

A. GENERAL:

1. AFTER CONSTRUCTION IS COMPLETE IN ANY AREA OR PHASE OF THE PROJECT, THE DISTURBED

AREAS SHALL RECEIVE A PERMANENT GROUND COVER. SEEDING AND MULCHING SHALL BE

PERFORMED IMMEDIATELY BEHIND CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE

PERMANENT SEEDING IN ALL DISTURBED AREAS AS INDICATED IN THE CONTRACT DOCUMENTS.

THE CONTRACTOR SHALL ADAPT PERMANENT SEEDING OPERATIONS TO PROTECT AND TO

ACCOMMODATE ANY TEMPORARY SEEDING AND SOIL AND EROSION CONTROL MEASURES THAT

MAY ALREADY BE IN PLACE DURING THE WORK PERIOD.

2. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE APPROPRIATE

TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL COST TO OWNER.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR TURF MAINTENANCE THROUGH SUBSTANTIAL

COMPLETION. SLOPES MUST BE AT 90% COVERAGE AT SUBSTANTIAL COMPLETION REVIEW TO BE

ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE

FOLLOWING GROWING SEASON.

B. SITE PREPARATION AND INSTALLATION:

1. GROUND COVER: ALL DISTURBED AREAS SHALL BE DRESSED TO A DEPTH OF FIVE (5) INCHES. THE

TOP TWO (2) INCHES SHALL BE PULVERIZED TO PROVIDE A UNIFORM SEEDBED. RAKE OR HARROW

THE SITE TO ESTABLISH A SMOOTH AND LEVEL FINAL GRADE. SOIL PARTICLES SHOULD BE NO

LARGER THAN MARBLE SIZE, AND PEA GRAVEL SIZE IS EVEN BETTER. AGRICULTURAL LIME SHALL

BE APPLIED AT THE RATE OF 95 LBS./1000 SQ. FT. IMMEDIATELY BEFORE PLOWING. GRASS SEED

SHALL BE APPLIED AT THE RATES OUTLINED IN TABLES 2A AND 2B.

2. 5-10-10 FERTILIZER SHALL BE APPLIED TO ALL DISTURBED AREAS AT A RATE OF 21 LBS./1000 SQ. FT.

MULCHING SHALL CONSIST OF SMALL GRAIN STRAW APPLIED AT A RATE OF 2 TONS/ACRE.

MULCHED AREAS SHALL BE TACKED WITH ASPHALT OR OTHER APPROVED METHOD SUFFICIENT TO

HOLD THE STRAW IN PLACE, AT A RATE OF 150 TO 200 GALLONS PER TON OF STRAW.

3. IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN FOURTEEN (14) DAYS, ALL

DISTURBED AREAS MUST BE SEEDED, MULCHED, FERTILIZED AND TACKED AT NO ADDITIONAL COST

TO THE OWNER.

4. SOME AREAS MAY REQUIRE TEMPORARY SEEDING DUE TO AN INTERRUPTION OF WORK

EXCEEDING FOURTEEN (14) DAYS OR SEASONAL RESTRICTIONS AS SPECIFIED IN THE PERMANENT

SEEDING SCHEDULE, OR A COMBINATION THEREOF. THESE AREAS SHALL BE RESEEDED IN

ACCORDANCE WITH THE PERMANENT SEEDING SCHEDULE. IF TEMPORARY SEEDING IS REQUIRED

DUE TO CONTRACTOR DELAYS, THERE WILL BE NO COMPENSATION FOR THE TEMPORARY

SEEDING. TEMPORARY SEEDING SHALL BE PERFORMED ONLY AT THE DIRECTION OF THE

ENGINEER OR INSPECTOR.

C. CLEANUP AND INSPECTION:

1. UPON COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM THE SITE ALL EQUIPMENT

AND OTHER ARTICLES USED. ALL EXCESS SOIL, STONE, AND DEBRIS SHALL BE REMOVED AND

LEGALLY DISPOSED OF AT NO ADDITIONAL COST TO THE OWNER. ALL WORK AREAS SHALL BE LEFT

IN A CLEAN AND NEAT CONDITION. ALL DAMAGE TO EXISTING CONSTRUCTION CAUSED BY

LANDSCAPING OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE TOWN AT THE

CONTRACTOR'S EXPENSE.

2. SEEDED AREAS SHALL BE PROTECTED AND REPLANTED AS NECESSARY TO ESTABLISH A UNIFORM

STAND OF SPECIFIED GRASS. SCATTERED BARE SPOTS, NONE OF WHICH SHALL BE LARGER THAT

ONE (1) SQUARE FOOT, WILL BE ALLOWED UP TO A MAXIMUM OF 3% OF THE SEEDED AREA FOR

EACH PROPERTY. WHEN SEEDED AREAS ARE READY FOR INSPECTION, THE MAINTAINED TURF

AREAS SHALL BE NEATLY MOWED TO THE UNIFORM HEIGHT OF APPROXIMATELY TWO AND

ONE-HALF (2.5) INCHES. THE LAWNS SHALL BE CONSIDERED ESTABLISHED ONLY WHEN THE

SPECIFIED GRASS IS VIGOROUS AND GROWING WELL IN ADDITION TO MEETING THE OTHER

REQUIREMENTS SPECIFIED.

3. AN INSPECTION OF THE COMPLETED SEEDING SHALL BE MADE AT THE CONCLUSION OF THE

LANDSCAPE WORK UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION SUBMITTED BY THE

CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED DATE OF

INSPECTION.

4. A FINAL INSPECTION SHALL BE PERFORMED WHEN A SATISFACTORY STAND OF SEEDED TURF

GRASS HAS BEEN PRODUCED, UPON WRITTEN NOTICE REQUESTING SUCH INSPECTION SUBMITTED

BY THE CONTRACTOR TO THE ENGINEER, AT LEAST TEN (10) DAYS PRIOR TO THE ANTICIPATED

DATE OF INSPECTION. IF A SATISFACTORY STAND OF TURF HAS NOT BEEN PRODUCED AT THE

TIME OF FINAL INSPECTION, NECESSARY REPAIRS SHALL BE PERFORMED IN CONFORMANCE WITH

THE REQUIREMENTS OF THIS SECTION. UPON COMPLETION OF THESE REPAIRS, THE SEEDED

GRASS SHALL BE REINSPECTED UPON WRITTEN NOTICE AS ABOVE.

SEEDBED PREPARATION NOTES

1. SURFACE WATER CONTROL MEASURES TO BE INSTALLED ACCORDING TO PLAN.

2. AREAS TO BE SEEDED SHALL BE RIPPED AND SPREAD WITH AVAILABLE TOPSOIL 3 INCH DEEP.

TOTAL SEEDBED PREPARED DEPTH SHALL BE 4 INCH TO 6 INCH DEEP.

3. LOOSE ROCKS, ROOTS AND OTHER OBSTRUCTIONS SHALL BE REMOVED FROM THE SURFACE SO

THAT THEY WILL NOT INTERFERE WITH ESTABLISHMENT AND MAINTENANCE OF VEGETATION.

SURFACE FOR FINAL SEEDBED PREPARATION AT FINISHED GRADES SHOWN SHALL BE

REASONABLY SMOOTH AND UNIFORM.

4. IF NO SOIL TEST IS TAKEN, FERTILIZER AND LIME TO BE ACCORDING TO SEEDING SPECIFICATIONS

BELOW. IN ADDITION, PROVIDE 15 LBS/1000 SF OF SUPERPHOSPHATE.

5. IF SOIL TEST IS TAKEN, PROVIDE LIME AND FERTILIZER ACCORDING TO SOIL TEST REPORT.

PERMANENT LAWN SEEDING MEASURES

A. GENERAL

1. THE FOLLOWING INFORMATION SHALL BE APPLICABLE FOR ALL PERMANENT LAWN SEEDING.

PERMANENT LAWN SEEDING SHALL TAKE PLACE WITHIN ALL DEVELOPED AREAS OF DISTURBANCE

INCLUDING RESIDENTIAL AND COMMERCIAL AREAS AND SHALL BE REPLACED IN KIND OF EXISTING

MATERIAL BY THE CONTRACTOR. AN APPROVED TURF TYPE TALL FESCUE BLEND SHALL BE USED

PER THE CONTRACT DOCUMENTS. KENTUCKY 31 IS NOT AN ACCEPTABLE BLEND.

2. WHEN SEEDING MUST TAKE PLACE OUT OF SEASON FOR PERMANENT GRASS THE APPROPRIATE

TEMPORARY SEEDING SHALL BE DONE AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PERMANENT SEEDING AS SPECIFIED IN SEASON AT NO ADDITIONAL COST TO OWNER.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR LAWN MAINTENANCE THROUGH SUBSTANTIAL

COMPLETION. LAWNS MUST BE AT 90% COVERAGE AT SUBSTANTIAL COMPLETION REVIEW TO BE

ACCEPTED. IF NOT AT 90% COVERAGE, SUBSTANTIAL COMPLETION WILL BE DELAYED UNTIL THE

FOLLOWING GROWING SEASON.

B. SITE PREPARATION:

1. REMOVE OR KILL ANY UNDESIRABLE EXISTING TURF OR VEGETATION. HERBICIDE SPRAYING OR

OTHER CHEMICAL TREATMENT SHALL BE APPROVED BY THE ENGINEER PRIOR TO BEING USED BY

THE CONTRACTOR. IF PREEXISTING TURF OR OTHER VEGETATION IS MIXED WITH THE SOIL TO BE

REUSED, THE CONTRACTOR SHALL USE BEST JUDGEMENT IN REMOVING IT OR INCORPORATING IT

INTO THE SOIL DURING PREPARATION.

2. IF TOPSOIL WAS NOT USED TO REESTABLISH THE UPPER SOIL LAYER AND THE UPPER SOIL IS

HEAVY WITH HIGH CLAY CONTENT, SPREAD 1.5-2 INCHES OF AGED GROUND PINE BARK OR BAGGED

ORGANIC HUMUS OVER THE AREA TO BE REPAIRED.

3. FOR ALL GRASSES EXCEPT CENTIPEDE GRASS, APPLY PER 1,000 SQUARE FEET: 75 POUNDS OF

GROUND LIMESTONE AND ONE OF THE FOLLOWING FERTILIZERS: 40 POUNDS OF 5-10-10; 20

P…

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File details come from the government source that posted it. Updated May 26, 2022.