ATT_2_1075_B34_CHILLER_REPL_DWGS.pdf

PDF 8 MB Posted Jan 4, 2024

Attached to: Building 34 Chiller Replacement Federal contract opportunity
Solicitation number: W9123624B2010
Issued by: Department of the Army Corps of Engineers Engineering District Norfolk

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Written by GovTribe AI · Jan 4, 2024

This pre-solicitation notice provides advance information about an upcoming Invitation for Bid for the Building 34 Chiller Replacement project at Defense Supply Center Richmond in Richmond, Virginia. The U.S. Army Corps of Engineers-Norfolk District will replace the existing chilled water equipment, including an air-cooled chiller, pumps, expansion tanks, piping system, and electrical infrastructure. The existing diesel generator and cooling tower will also be demolished and replaced with a new natural gas generator and automatic transfer switch to support backup operation. Minor site work and building modifications are required. The contract completion date is 180 calendar days after notice to proceed. Bids are due in response to a solicitation on SAM.gov. The requirement will be set aside for small businesses with a NAICS code of 236220 and size standard of $45 million. Prospective offerors should monitor SAM.gov for the solicitation and any amendments. Preliminary plans and specifications are attached for advance review.

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VICINITY MAP

BLDG 34

SCALE: NTS

LOCATION MAP

SCALE: NTS

U.S. ROUTES 1 AND 301

FLAG

POLE

GATE 2

THE FLAG

LOT 1

PARKING

ADMIN. BLDG

MAIN

ENTRANCE

GATE NO. 1

6TH STREET

S-4426

GATE 3

'L' ROAD

US Army Corps of Engineers ®

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

N O

N N

3 5 7 9 11 13 15 17 19

US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

K D

2 4 6 8 10 12 14 16 18 20

G-001

C O

S H

R , R

M O

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NORFOLK DISTRICT

JUNE 2022

DSCR, RICHMOND, VIRGINIA

B34 CHILLER REPLACEMENT

S U

NAO FILE NO.:

SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDICATED ON

INDEX OF DRAWINGS.

CHIEF, ENGINEERING & CONSTRUCTION DIVISION

APPROVED

CHIEF, DESIGN BRANCH

APPROVED

ENGINEERING BRANCH DESIGN LEAD

RECOMMENDED

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

ARCHITECTURAL

A-001 ARCHITECTURAL LEGEND, ABBREVIATIONS, & PROJECT NOTES

AD111 DEMOLITION PLAN

A-101 OVERALL FIRST FLOOR PLAN

A-111 NEW WORK PLANS

A-201 OVERALL ELEVATIONS

A-501 SECTIONS AND DETAILS

A-601 DOOR SCHEDULE AND DETAILS

MECHANICAL

M-001 MECHANICAL LEGEND, ABBREVIATIONS, SCHEDULES AND DETAILS

MH111 PARTIAL FIRST FLOOR PLANS - HVAC

M-501 DETAILS

M-601 CHILLED WATER SCHEMATIC DIAGRAM

MI800 CONTROLS LEGEND AND ABBREVIATIONS

MI801 CHILLED WATER SYSTEM CONTROL SEQUENCE OF OPERATION AND POINTS

MI802 CHILLED WATER SYSTEM CONTROL DIAGRAM

MI803 CONTROLS

MI804 CONTROLS

ELECTRICAL

E-001 ELECTRICAL LEGEND, ABBREVIATIONS, AND NOTES

EP111 PARTIAL FIRST FLOOR PLANS - POWER

EP501 ELECTRICAL DETAILS

EP601 PANELBOARD SCHEDULES

INDEX OF DRAWINGS

SHEET ID SHEET TITLE

GENERAL

G-001 COVER SHEET

SURVEY/MAPPING

V-001 EXISTING CONDITIONS

CIVIL

C-001 ABBREVIATIONS

C-002 HAUL ROUTE

CD101 DEMOLITION SITE PLAN

CS101 SITE PLAN

CS102 STAKEOUT PLAN

CG101 GRADING AND EROSION & SEDIMENT CONTROL PLAN

CU101 UTILITY PLAN

C-501 EROSION AND SEDIMENT CONTROL HANDBOOK

C-502 EROSION AND SEDIMENT CONTROL DETAILS

C-503 DETAILS

STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES, DESIGN LOADS & ABBREVIATIONS

SB101 FOUNDATION PLAN

SF101 FRAMING PLAN

SB501 FOUNDATION TYPICAL DETAILS

SF501 FRAMING TYPICAL DETAILS

SF502 CMU TYPICAL DETAILS

SF503 CMU TYPICAL DETAILS

EXIST. SIDEWALK

BRICK WALL

K W

C O

N C

D W

C H

EXISTING CONC.

E O

F C

D O

O R

E N

C E

PAD WITH

TRANSFORMER

O N

C P

AD BU

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

WWWWWWWWWWWWWWW

WWWWWWWWW

EXIST. 12" RCP

W W

EXIST. 6" WATER

(ASPHALT)

PARKING LOT

COMMCOMMCOMMCOMMCOMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

TELEPHONE/ COMM LINE

(APPROX. LOCATION)

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

5_ (B

T) \2

D \1

B3 4_

W G

/2 1/

_N C

S_ 4_

M O

N O

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

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N O

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N O

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V-101

GENERAL SHEET NOTES:

1" = 5'-0"

EXISTING CONDITIONSB8

SCALE IN FEET

5 0 105

PLAN

NORTH

LEGEND:

1. NAO SURVEY SECTION COMPLETED TOTAL STATION

SURVEY ON DEC 06 2021 AND PROCESSED ON DEC 07 2021

USING SURVEY DATUM'S NAVD 88, NAD 83 (2011) VIRGINIA

SOUTH.

COMM

STORM

WATER

COMMUNICATION

UNDERGROUND PRIMARY POWER

X 122.8 SPOT ELEVATION

5_ (B

T) \2

D \1

B3 4_

C .D

W G

/2 1/

_B &W

ABBREVIATIONS

L ANGLE

A/C AIR CONDITIONING

A/C UNIT AIR CONDITIONING UNIT

AB ANCHOR BOLT

ABV ABOVE

AC ALTERNATING CURRENT

ACC ACCESSIBLE

ACI AMERICAN CONCRETE INSTITUTE

ACR ACRYLIC PLASTIC

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACSR ALUMINUM CABLE STEEL REINFORCED

ACST ACOUSTIC

ACT ACOUSTICAL CEILING TILE

ADDM ADDENDUM

ADH ADHESIVE

ADJ ADJACENT, ADJOINING, ADJUSTABLE

ADO AUTOMATIC DOOR OPERATOR

AFF ABOVE FINISHED FLOOR

AGGR AGGREGATE

AHR ANCHOR

AHU AIR HANDLING UNIT

AI AREA INLET

AIC AMPERE INTERRUPTING CAPACITY

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

A.L. ACTIVE LEAF

ALT ALTERNATE

ALUM ALUMINUM

AMB AMBIENT

AMP AMPERE

ANOD ANODIZE

ANSI AMERICAN NATIONAL STANDARDS INSTITUTE

APPD APPROVED

APPROX APPROXIMATE

ARCH ARCHITECT

ARI AMERICAN REFRIGERATION INSTITUTE

ASB ASBESTOS

ASC ABOVE SUSPENDED CEILING

ASPH ASPHALT

ATC ACOUSTICAL TILE CEILING

AUTO AUTOMATIC

AVG AVERAGE

AWG AMERICAN WIRE GAUGE

AWT ACOUSTICAL WALL TREATMENT

BB BULLETIN BOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BEJ BRICK EXPANSION JOINT

BEV BEVEL

BITUM BITUMINOUS

BJT BED JOINT

BL BUILDING LINE

BLDG BUILDING

BLW BELOW

BM BENCHMARK

BO BOTTOM OF

BOT BOTTOM

BP BACK PLASTER(ED)

BRCG BRACING

BRDG BRIDGING

BRG BEARING

BRG PL BEARING PLATE

BRK BRICK

BRKT BRACKET

BRZ BRONZE

BS BOTH SIDES

BSMT BASEMENT

Btu BRITISH THERMAL UNIT BtuH BTU PER HOUR

BTWN BETWEEN

BUR BUILT-UP ROOFING

BW BOTH WAYS

CAB CABINET

CAP CAPACITY

CB CATCH BASIN

CCT CUBICLE CURTAIN TRACK

CCTV CLOSED CIRCUIT TELEVISION

CE COVER ELEVATION

CEM CEMENT

CEM PLAS CEMENT PLASTER

CER CERAMIC

CFI CONDUCTIVE FLOORING

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CG CORNER GUARD

CH BD CHALKBOARD

CHFR CHAMFER

CHIM CHIMNEY

CHK CHECK

CHR PL CHROME PLATED

CI CAST IRON

CI CURB INLET

CIP CAST-IN-PLACE

CIRC CIRCULAR

CJ CONTROL JOINT

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CKT BRKR CIRCUIT BREAKER

CL CENTER LINE

CLG CEILING

CLG HT CEILING HEIGHT

CLGL CLEAR GLASS

CLL CONTRACT LIMIT LINE

CLO CLOSET

CLOS CLOSURE

CLR CLEAR(ANCE)

CLWG CLEAR WIRED GLASS

cm CENTIMETER(S)

CMP CORRUGATED METAL PIPE

CMPST COMPOSITE

CMU CONCRETE MASONRY UNIT

CND CONDUIT

CNL CONDUCTIVE NEOPRENE LATEX

CNR CORNER

CNTR COUNTER

CO CLEANOUT

CO2 CARBON DIOXIDE

COL COLUMN

COM COMMON

COMB COMBUSTION

COMPT COMPARTMENT

CONC CONCRETE

CONN CONNECT

CONSTR CONSTRUCTION

CONT CONTINUE

CONTR CONTRACTOR

CORR CORRIDOR

COV COVER

CPRS COMPRESSIBLE

CPT CARPET

CRCMF CIRCUMFERENCE

CRES CORROSIVE RESISTANT STEEL

CRG CROSS GRAIN

CRS COURSE(S)

CS CAST STONE

CSK COUNTERSUNK

CSMT CASEMENT

CT CERAMIC TILE

CT CURRENT TRANSFORMER

C TO C CENTER TO CENTER

CTR CENTER

CU CONDENSING UNIT

Cu COPPER

CU FT CUBIC FEET

CUH CABINET UNIT HEATER

CU YD CUBIC YARDS

CV CEILING VENT

CVH CONDUCTIVE VINYL HOMOGENEOUS (SHEET

TYPE)

CW COLD WATER

CYL CYLINDER

d PENNY (AS IN NAIL - 10D)

DAT DATUM

DB DRY BULB

DBL DOUBLE

DBL ACT DR DOUBLE ACTING DOOR

DCJ DOWELED CONTROL JOINT

DCJT DUMMY CONTROL JOINT

DEG DEGREE

DEMO DEMOLITION

DEPR DEPRESSION

DEPT DEPARTMENT

DET DETAIL

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DH DUCT HEATER

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DISC DISCONNECT

DISP DISPENSER

DISTR PNL DISTRIBUTION PANEL

DIV DIVISION

DL DEAD LOAD

DMPF DAMPPROOFING

DMPR DAMPER

DMT DEMOUNTABLE

DN DOWN

DR DOOR

DR DRAIN

DRB DRAINBOARD

DR CL DOOR CLOSER

DS DOUBLE STRENGTH (GLASS)

DS DOWNSPOUT

DT DRAIN TILE

DVTL DOVETAIL

DWG DRAWING

DWLS DOWELS

DWR DRAWER

DWTR DUMBWAITER

DX DIRECT EXPANSION

E EAST

EA EACH

EAT ENTERING AIR TEMPERATURE

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION - GRADE OR BUILDING

ELEC ELECTRIC

EM EXPANDED METAL

EMD ESTIMATED MAXIMUM DEMAND

EMER EMERGENCY

ENCL ENCLOSE(URE)

ENTR ENTRANCE, ENTERING

EP ELECTRICAL PANELBOARD

EPRF EXPLOSION PROOF

EPY EPOXY COATING

EQ EQUAL

EQUIP EQUIPMENT

ESCAL ESCALATOR

EST ESTIMATE(D)

EWC ELECTRIC WATER COOLER

EWT ENTERING WATER TEMPERATURE

EXC EXCAVATE

EXH EXHAUST

EXH A EXHAUST AIR

EXST EXISTING

EXP EXPANSION

EXP EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR

F FAHRENHEIT

FA FIRE ALARM

FA FRESH AIR

FAC FIRE APPARATUS CLOSET

FAI FRESH AIR INTAKE

F BRK FIRE BRICK

FC FOOT CANDLE

FC BRK FACE BRICK

FCG FACING

FCJ FLOOR CONSTRUCTION JOINT

FCO FLOOR CLEANOUT

FCU FAN COIL UNIT

FD FLOOR DRAIN

FDMPR FIRE DAMPER

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEB FIRE EXTINGUISHER BRACKET

FEC FIRE EXTINGUISHER CABINET

FF FACTORY FINISH

FGL FIBERGLASS

FH FIRE HYDRANT

FH FLAT HEAD

FHC FIRE HOSE CABINET

FHMS FLAT HEAD MACHINE SCREW

FHR FIRE HOSE RACK

FHS FIRE HOSE STATION

FHWS FLAT HEAD WOOD SCREW

FIG FIGURE

FIN FINISH

FIN FLR FINISH FLOOR

FIXT FIXTURE

FJT FLUSH JOINT

FLASH FLASHING

FLR FLOOR

FLEX FLEXIBLE

FLG FLOORING

FLR PL FLOOR PLATE

FLUOR FLUORESCENT

FN FENCE

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUD

FP FIRE PARTITION

FP FIREPROOF

FPM FEET PER MINUTE

FR FIRE RESISTANT

FR FRAME

FRG FORGED

FRMG FRAMING

FRT FIRE-RETARDANT

FS FULL SIZE

FSTNR FASTEN(ER)

FT FEET

FTG FOOTING

FURG FURRING

FUT FUTURE

FW FIRE WATER

FWC FABRIC WALL COVERING

G NATURAL GAS

GA GAGE

GAL GALLON(S)

GALV GALVANIZED

GALV STL GALVANIZED STEEL

GB GRAB BAR

GC GENERAL CONTRACTOR

GEN GENERAL

GF GROUND FACE

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFE GOVERNMENT-FURNISHED EQUIPMENT

GFE/CI GOVERNMENT-FURNISHED EQUIPMENT

CONTRACTOR INSTALLED

GI GALVANIZED IRON

GIP GALVANIZED IRON PIPE

GKT GASKET(ED)

GL GLASS

GL BLK GLASS BLOCK

GLF GLASS FIBER

GLZ GLAZING

GLZ CMU GLAZED CONCRETE MASONRY UNITS

G GROUND

GOVT GOVERNMENT

GPM GALLONS PER MINUTE

GPT GYPSUM TILE

GRAN GRANITE

GR LN GRADE LINE

GRTG GRATING

GST GLAZED STRUCTURAL TILE

GSU GLAZED STRUCTURAL UNITS

GT GROUT

GWT GLAZED WALL TILE

GYP GYPSUM

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

HB HOSE BIBB

HC HOLLOW CORE

HCD HALON CONTAINMENT DAMPER

HCP HANDICAPPED

HD HEAD

HD HEAVY DUTY

HDBD HARDBOARD

HD JT HEAD JOINT

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HES HIGH EARLY-STRENGTH CEMENT

HEX HEXAGON

HH HANDHOLE

HK HOOK(S)

HM HOLLOW METAL

HNDRL HANDRAIL

HORIZ HORIZONTAL

HP HIGH PRESSURE

HP HORSEPOWER

HPT HIGH POINT

HR HOUR

HS HIGH STRENGTH

HSGYP HIGH-STRENGTH GYPSUM PLASTER

HSKPG HOUSEKEEPING

HT HEIGHT

HTG HEATING

HTR HEATER

HVAC HEATING, VENTILATING AND AIR CONDITIONING

HYDR HYDRAULIC

Hz HERTZ

IC INTERCOM

ID INSIDE DIAMETER

IESNA ILLUMINATING ENGINEERING SOCIETY OF NORTH

AMERICA

ILK INTERLOCK

IN INCH

INCIN INCINERATOR

INCL INCLUDED

INSF INSULATING FILL

INSUL INSULATION

INT INTERIOR

INTM INTERMEDIATE

INV INVERT

IP IRON PIPE

IPS IRON PIPE SIZE

I.P.S. INSIDE PIPE SIZE

JAN CLO JANITOR’S CLOSET

J-BOX JUNCTION BOX

JCT JUNCTION

JST JOIST

JT JOINT

KIP KILOPOUND (1000 POUNDS)

KIT KITCHEN

KOP KNOCKOUT PANEL

KPL KICKPLATE

kV KILOVOLTS kVA KILOVOLT AMPERES kVAR KILOVOLT AMPERES REACTIVE kW KILOWATT

KWY KEYWAY

LAB LABORATORY

LAD LADDER

LAM LAMINATE

LAT LEAVING AIR TEMPERATURE

LAU LAUNDRY

LAV LAVATORY

LB LAG BOLT

LB POUND

LBL LABEL

LBR LUMBER

LC LIGHT CONTROL

LD LOAD

LDG LOADING

LG LENGTH

LH LEFT HAND(ED)

LIN LINEAR

LKR LOCKER

LL LIVE LOAD

LLD LEAD-LINED DOOR

LM LUMEN

LMST LIMESTONE

LNTL LINTEL

LONG LONGITUDINAL

LP LIGHTPROOF

LPD LIGHTPROOF DOOR

LPL LIGHTPROOF LOUVER

LPT LOW POINT

LR LIVING ROOM

LS LAWN SPRINKLER

LT LIGHT

LT WT LIGHTWEIGHT

LTG LIGHTING

LTNG LIGHTNING

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

LWT LEAVING WATER TEMPERATURE

m METER(S)

M&B MATCHED AND BEADED

MACH MACHINE

MAS MASONRY

MATL MATERIAL(S)

MAX MAXIMUM

MB MACHINE BOLTS

MBR MEMBER

MC MEDICINE CABINET

MCJ MASONRY CONTROL JOINT

MCO METAL-CASED OPENING

MDS METAL DIVIDER STRIP

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MED MEDIUM

MEMB MEMBRANE

MES METAL EDGE STRIP

MFD METAL FLOOR DECKING

MFG MANUFACTURING

MFR MANUFACTURER

MG MOTOR GENERATOR

MGT MATTE-GLAZED TILE

MH MANHOLE

MI MALLEABLE IRON

MIN MINIMUM

MIRR MIRROR

MISC MISCELLANEOUS

ML METAL LATH

ML MONOLITHIC

MLDG MOULDING

MLWK MILLWORK

mm MILLIMETER(S)

MNIC MATERIAL NOT IN CONTRACT (INSTALLATION BY

CONTRACTOR)

MO MASONRY OPENING

MOD MODULAR

MOD. MODIFIED

MOT MOTOR

MP MOVABLE PARTITION

MR MOP RECEPTOR

MRB MARBLE BASE

MRD METAL ROOF DECKING

MS MACHINE SCREWS

MT METAL THRESHOLD

MT MOUNT

MTD MOUNTED

MTFR METAL FURRING

MTL METAL

MVBL MOVABLE

MULL MULLION

N NORTH

NAT NATURAL

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NEMA NATIONAL ELECTRICAL MANUFACTURERS

ASSOCIATION

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

Ni NICKEL

NIC NOT IN CONTRACT

NL NAILABLE

N.L. NEOPRENE LATEX

NM NONMETALLIC

NO NORMALLY OPEN

NO NUMBER

NOM NOMINAL

NR NOISE REDUCTION

NRC NOISE REDUCTION COEFFICIENT

N’’REQD NOT REQUIRED

NTS NOT TO SCALE

OA OUTSIDE AIR

OBSC OBSCURE

OBW OBSERVATION WINDOW

OC ON CENTER

OCEW ON CENTER EACH WAY

OD OUTSIDE DIAMETER

OFC OFFICE

OGL OBSCURE GLASS

OH OVERHEAD

OHMS OVALHEAD MACHINE SCREW

OHWS OVALHEAD WOOD SCREW

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OPS OPERATIONS

OS & Y OUTSIDE SCREW AND YOKE

OWGL OBSCURE WIRED GLASS

P POLE

PA PUBLIC ADDRESS

PAR PARALLEL

PB PANIC BAR

PBD PARTICLE BOARD

PBS PUSH BUTTON STATION

PC PIECE

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCP CEMENT PLASTER (PORTLAND)

PD PAVEMENT DRAIN

PED PEDESTAL

PERF PERFORATE(D)

PERIM PERIMETER

PH PHASE

PHAR PHARMACY

PI POINT OF INTERSECTION

PIPU PREFAB ISOLATION POWER UNIT

PIV POST INDICATING VALVE

PL PLATE

PL PROPERTY LINE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLG PILING

PL GL PLATE GLASS

PLYWD PLYWOOD

PNL PANEL

PT PAINT(ED)

POL POLISHED

PORC PORCELAIN

PORT PORTABLE

PPGL POLISHED PLATE GLASS

PPM PARTS PER MILLION

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISHED

PREFMD PREFORMED

PRKG PARKING

PROJ PROJECT

PRV PRESSURE-REGULATING VALVE

PS PIPE SPACE

P.S. PRESSED STEEL

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PNEUMATIC TUBE

PT. POINT

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTN PARTITION

PTR PAPER TOWEL RECEPTACLE

PV PAVED

PVC POLYVINYL CHLORIDE

PVG PAVING

PW PASS WINDOW

QT QUARRY TILE

QT. QUART

QTR QUARTER

1/4 RND QUARTER ROUND

QTY QUANTITY

R RADIUS

R RANGE

R RISER

RA RETURN AIR

RAB RABBETED

RA GR RETURN AIR GRILLE

RAR RETURN AIR REGISTER

RB RUBBER BASE, RESILIENT BASE

RBL RUBBLE STONE

RBR RUBBER

RC REMOTE CONTROL

RCP REINFORCED CONCRETE PIPE

RCVR RECEIVER

RD ROOF DRAIN

RDG INS RIGID INSULATION

RECPT RECEPTACLE

REC ROOM RECREATION ROOM

RECT RECTIFIER

REF REFERENCE

REFL REFLECT

REFR REFRIGERATION

REG REGISTER

REG REGLET

REINF REINFORCE

REM REMOVE(ABLE)

REQD REQUIRED

RESIL RESILIENT

RET RETURN

REV REVISION

RFG ROOFING

RH RELATIVE HUMIDITY

RH RIGHT HAND

RH ROOF HATCH

RK RACK

RLG RAILING

RM ROOM

RND ROUND

RO ROUGH OPENING

ROW RIGHT OF WAY

RP RETRACTABLE PARTITION

RPM REVOLUTIONS PER MINUTE

RPRT RAISED PATTERN RUBBER TILE

RTF RUBBER TILE FLOOR

RVS REVERSE

RVT RIVET

RWC RAINWATER CONDUCTOR

S SOUTH

SA SUPPLY AIR

SB SPLASH BLOCK

S.B. SECURITY BARS

SC SOLID CORE

SCHED SCHEDULE

SCRN SCREEN

SCT STRUCTURAL CLAY TILE

SD STORM DRAIN

SDI STEEL DOOR INSTITUTE

SECT SECTION

SEQ SEQUENCE

SFGL SAFETY GLASS

SFTU STRUCTURAL FACING TILE UNIT

SFU STRUCTURAL FACING UNIT

SG SHEET GLASS

SHLDR SHOULDER

SHT SHEET

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SKLT SKYLIGHT

SLNT SEALANT

SLV SLEEVE

SM SHEET METAL

SMS SHEET METAL SCREWS

SOV SHUT OFF VALVE

SPC SPACER

SPCL SPECIAL

SPD SOUNDPROOF DOOR

SPEC SPECIFICATION

SPF SOUNDPROOF

SP FIN SPECIAL FINISH

SPH SPACE HEATER

SPKR SPEAKER

SQ SQUARE

SQHD SQUARE HEAD

S&R SHELF AND ROD

SS SERVICE SINK

SS STANDING SEAM (ROOF)

SST STAINLESS STEEL

STA STATION

STD STANDARD

STG SEATING

STL STEEL

STOR STORAGE

ST PR STATIC PRESSURE

STR STRINGER

STRUCT STRUCTURAL

STWY STAIRWAY

SUB FL SUBFLOOR

SUSP SUSPENDED

SV SHEET VINYL

SW SWITCH

SWBD SWITCHBOARD

SYMM SYMMETRICAL

SYNTH SYNTHETIC

SYS SYSTEM

T TREAD

TAN TANGENT

TB TOWEL BAR

TC TERRA COTTA

TEL TELEPHONE

TEMP TEMPERATURE

TEMP TEMPORARY

TER TERRAZZO

TERM TERMINAL

T&G TONGUE AND GROOVE

TGL TOGGLE

TH TRUSS HEAD

THK THICK(NESS)

THRES THRESHOLD

TK BD TACKBOARD

TKS TACKSTRIP

TO TOP OF

TOL TOLERANCE

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TOS TOP OF STEEL

TOW TOP OF WALL

TPD TOILET PAPER DISPENSER

TPTN TOILET PARTITION

TRANS TRANSOM

TRANS TRANSVERSE

TSTAT THERMOSTAT

TV TELEVISION

TYP TYPICAL

UC UNIT COOLER

UGND UNDERGROUND

UH UNIT HEATER

UL UNDERWRITERS LABORATORIES

UNEX UNEXCAVATED

UNFIN UNFINISHED

UPS UNINTERRUPTABLE POWER SUPPLY

UR URINAL

UTIL UTILITY

UV UNIT VENTILATOR

V VOLT

VAR VARNISH

VB VINYL BASE

VCT VINYL COMPOSITION TILE

VCT VITRIFIED CLAY TILE

VD VAULT DOOR

VENT VENTILATOR(TION)

VERT VERTICAL

VEST VESTIBULE

VF VINYL FABRIC

VG VERTICAL GRAIN

VH VINYL HOMOGENEOUS

V.I.F. VERIFY IN FIELD

VJ V-JOINT(ED)

VNR VENEER

VOL VOLUME

VR VAPOR RETARDER

VRM VERMICULITE

VS VENT STACK

V.T. VOLTAGE TRANSFORMER

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W WEST

W/ WITH

WB WET BULB

WBL WOOD BLOCKING

WC WATER CLOSET

W/C WHEELCHAIR

WCO WOOD-CASED OPENING

WD WOOD

WD WOOD DOOR

WDSP WASTE DISPOSER

WDW WINDOW

WF WIDE FLANGE

WGL WIRED GLASS

WH WALL HUNG

WH WATER HEATER

WHB WHEEL BUMPER

WHM WATT-HOUR METER

WI WROUGHT IRON

WKSH WORK SHOP

WM WIRE MESH

W/O WITHOUT

WP WATERPROOF(ING)

WP WEATHERPROOF

WP WORKING POINT

WR WASTE RECEPTACLE

WRB WARDROBE

WS WATERSTOP

W.S. WASTE STACK

WSCT WAINSCOT

WT WEIGHT

WTH WIDTH

W/W WALL TO WALL

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

WWR WELDED WIRE REINFORCEMENT

XFMR TRANSFORMER

YD YARD

YD YARD DRAIN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

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C-001

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/2 1/

_B &W

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US Army Corps of Engineers

U .S

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C-002

PLAN

NORTH

A5 SCALE: 1" = 500'-0"

HAUL ROUTE

GENERAL NOTES:

1. CONTRACTOR'S ACCESS TO THE PROJECT SITE WILL BE VIA THE CONTRACTOR GATE AT DSCR. HAUL

ROUTE SHALL BE ON A-ROAD, 2ND STREET, 1ST STREET AND G-ROAD AS SHOWN ON THIS SHEET.

2. THE CONTRACTOR SHALL UTILIZE THE EXISTING ASPHALT PAVEMENT AREA LOCATED WITHIN THE LIMITS OF BUILDING 34 AS A LAYDOWN AREA. THE CONTRACTOR SHALL ENSURE THAT ALL EROSION AND SEDIMENT CONTROLS ARE IN PLACED PRIOR TO ESTABLISHMENT OF THE LAYDOWN AREA. THE CONTRACTOR SHALL STAY WITHIN THE PROJECT'S LIMITS/ LAND DISTURBANCE BOUNDARY AS SHOWN

ON THE PLANS.

3. UPON COMPLETION OF THE PROJECT, THE LAYDOWN AREA WILL BE RESTORED TO CONDITIONS

DIRECTED AND APPROVED BY THE CONTRACTING OFFICER.

4. CONTRACTOR WILL BE REQUIRED TO PROVIDE ANY AND ALL UTILITIES NECESSARY TO COMPLETE

THE WORK.

5. CONTRACTOR TO VERIFY THE EXACT LOCATIONS OF ALL EXISTING SITE FEATURES PRIOR TO

STARTING WORK.

6. ANY DAMAGE BY THE CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AND AT THE

CONTRACTOR'S EXPENSES TO ORIGINAL OR BETTER CONDITIONS.

7. PROVIDE SMOOTH TRANSITIONS AT THE TIE-IN TO EXISTING FEATURES. SITE GRADING AND PAVING

WORK SHALL BE DONE IN SUCH A MANNER TO ENSURE POSITIVE DRAINAGE TO THE EXISTING

DRAINAGE FEATURES AND TO PREVENT PONDING ON THE FINISHED GRADES AND CREATION OF LOW POINTS. THE CONTRACTOR SHALL MAKE FIELD ADJUSTMENTS AS NECESSARY TO ACHIEVE POSITIVE

DRAINAGE WHEN AUTHORIZED BY THE COR.

8. EXISTING UTILITIES SHOW ARE BASED ON EXISTING RECORDS AND FIELD SURVEY AND NOT

GUARANTEED TO BE EXACT OR COMPLETE. THE CONTRACTOR IS FULLY RESPONSIBLE FOR

VERIFYING ANY AND ALL ON-SITE EXISTING UTILITIES THAT COULD BE IMPACTED BY THE PROPOSED

WORK SHOWN ON THE PLANS.

9. THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER REMOVAL, HANDLING, DISPOSAL OR

RECYCLING OF ALL DEMOLISHED BUILDING CONTENTS. THE CONTRACTOR SHALL REMOVE AND

DISPOSE OF ALL ASBESTOS CONTAINING MATERIALS (ACM) AND/OR OTHER HAZARDOUS MATERIALS (HM) PRESENT IN OR ON THE EXISTING BUILDING 34 AND ITS SURROUNDING AREAS THAT HAVE BEEN IDENTIFIED EITHER IN THE GOVERNMENT PROVIDED SURVEYS AND/OR ENCOUNTERED DURING THE CONSTRUCTION PHASE. ABATEMENT SHALL BE IN ACCORDANCE WITH PROJECT SPECIFICATIONS.

DRAWINGS,SURVEYS AND REPORTS PROVIDED BY THE GOVERNMENT ARE PROVIDED AS

REFERENCES AND TO AID THE ACM AND HM REMOVAL DESIGN FOR THE PROJECT. ALL ACM AND

HM SHALL BE ABATED PER FEDERAL, STATE AND LOCAL GUIDELINES AND REGULATIONS AND

SHALL BE COORDINATED WITH THE DEFENSE LOGISTICS AGENCY. THE GOVERNMENT MAKES NO

WARRANTIES OR GUARANTEES, IMPLIED OR OTHERWISE, REGARDING THE ACCURACY OF

SPECIFIC QUANTITIES OF ACM OR HM PROVIDED, AS THESE ARE ESTIMATES.

10. DURING ALL PHASES OF CONSTRUCTION, THE CONTRACTOR MUST KEEP ALL ROADWAY ACCESS

OPEN FOR EMERGENCY VEHICLES AS TO NOT HINDER THE RESPONSE IN AN EMERGENCY

SITUATION.

11. CONTRACTOR TO ENSURE THAT THE WIDTHS OF ROADWAY ACCESS FOR EMERGENCY VEHICLES

ARE NOT OBSTRUCTED BY ANY AND ALL APPLICABLE FEDERAL AND LOCAL REGULATIONS AND

STANDARDS. FURTHERMORE, CONTRACTOR MUST ENSURE THAT NO VEHICLES ARE ALLOWED TO

BE PARKED WITHIN ANY AND ALL ROADWAY OF THE CONSTRUCTION AREA AS TO NOT OBSTRUCT

THE ABILITY OF EMERGENCY VEHICLE TO ACCESS THE ROADWAY.

12. PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL DESIGNATE A PERSON TO ACT ON THE CONTRACTOR'S BEHALF. THIS INDIVIDUAL SHALL BE FULLY RESPONSIBLE FOR THE FIRE PREVENTION PROGRAM PER THE REQUIREMENT OF THE LATEST VERSION OF THE NATIONAL

FIRE PROTECTION ASSOCIATION-NFPA 241. THIS INDIVIDUAL SHALL BE RESPONSIBLE FOR

COMPLYING WITH ANY AND ALL THE REQUIREMENTS OF LATEST VERSION OF THE NFPA 241 AND SHALL CARRIES ALL THE DUTIES TO ENSURE THAT THE SITE CONDITIONS ARE MET THROUGHOUT

THE CONSTRUCTION PHASE.

DSCR CONTRACTOR GATE

(NORTH GATE)

ROAD G

ROAD L

PROJECT SITE - BLDG. 34

ROAD A

EXIST. LOAD CENTER

750 KVA

EXIST. SIDEWALK

LOD LOD LOD LOD

LOD LOD LOD

LODLODLODLODLODLOD

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

WWWWWWWWWWWWWW

WWWWWWWWW

EXIST. 12" RCP

W W

EXIST. 6" WATER

COMMCOMMCOMMCOMMCOMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

TELEPHONE/ COMM LINE

(APPROX. LOCATION)

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

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E D

C R

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5_ (B

T) \2

D \1

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CD101

GENERAL SHEET NOTES:

DEMOLITION KEY NOTES:

LEGEND:

1. DEMOLISH ALL SURFACE FEATURES.

2. DEMOLISH CHAIN LINK CANOPY (NOT SHOWN)

1. SEE C-001, V-101 FOR APPLICABLE INFORMATION.

EXISTING CONCRETE SLAB AND SIDEWALK TO

BE REMOVED.

SCALE: 1" = 5'-0"

DEMOLITION SITE PLANB7

SCALE IN FEET

00000000000000005 105

PLAN

NORTH

MECHANICAL ROOM

COMM

STORM DRAIN

WATER

COMMUNICATION

PRIMARY POWER

GAS GAS LINE

LOD LIMITS OF DISTURBANCE

KEY PLAN:

BLDG. 34

PROJECT LOCATION

PARKING LOT

(ASPHALT)

EXIST. LOAD CENTER

750 KVA

EXIST. SIDEWALK

LOD LOD LOD LOD

LOD LOD LOD

LODLODLODLODLODLOD

6.43'

4.00'

45°

3.42'

7.72'

1.22'

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

WWWWWWWWWWWWWW

WWWWWWWW

W W

COMMCOMMCOMMCOMMCOMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

TELEPHONE/ COMM LINE

(APPROX. LOCATION)

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

3.00'

14.48'

4.96'

2.24

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

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SHEET ID

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T) \2

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US Army Corps of Engineers

U .S

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CS101

GENERAL SHEET NOTES:

KEY NOTES:

LEGEND:

1. CONCRETE SIDEWALK DETAILS - SEE DETAIL J9/C503. (ALSO

APPLIES TO ALL STOOPS AND LANDINGS).

2. LIGHT DUTY CONCRETE - SEE DETAILS L2,J9/C503 .

3. EQUIPMENT PADS - SEE STRUCTURAL PLANS.

4. POST FOR ATFP (ANTI TERRORISM FORCE PROTECTION)

CANOPY - SEE STRUCTURAL PLANS.

5. CONCRETE SPLASH BLOCK - SEE DETAILS D2/C503.

6. SEE ARCHITECTURAL PLANS FOR BRICK WALL.

7. SEE ARCHITECTURAL PLANS FOR ORNAMENTAL FENCE AND

GATE.

SCALE: 1" = 5'-0"

SITE PLANB7

SCALE IN FEET

00000000000000005 105

1 2

1. SEE C-001, V-101 FOR APPLICABLE INFORMATION.

PLAN

NORTH

LIGHT DUTY CONCRETE (SIDEWALKS)

NEW EQUIPMENT PADS - SEE STRUCTURAL

COMM

STORM DRAIN

WATER

COMMUNICATION

PRIMARY POWER

GAS GAS LINE

LOD LIMITS OF DISTURBANCE

BRICK WALL - SEE ARCHITECTURAL

KEY PLAN:

(ASPHALT)

EXIST. LOAD CENTER

750 KVA

EXIST. SIDEWALK

LOD LOD LOD LOD

LOD LOD LOD

LODLODLODLODLODLOD

N: 3675957.3070 E: 11791515.5405

N: 3675959.1493 E: 11791507.9415

N: 3675984.6489 E: 11791495.6457

N: 3675968.6088 E: 11791503.3802

N: 3675960.3468 E: 11791502.9282

N: 3675949.0215 E: 11791479.5776

N: 3675958.1747 E: 11791475.1428

N: 3675972.3991 E: 11791512.9924

N: 3675957.7640 E: 11791514.2322

N: 3675964.5981 E: 11791519.2416 N: 3675965.6271 E: 11791519.9979

N: 3675962.8587 E: 11791521.1015

N: 3675957.2749 E: 11791520.0602

N: 3675961.3868 E: 11791518.0774

N: 3675972.8627 E: 11791531.1284

N: 3675975.9891 E: 11791534.9854

N: 3675939.8682 E: 11791484.0123

N: 3675970.8038 E: 11791517.5590

N: 3675971.7839 E: 11791531.6486

N: 3675973.8824 E: 11791536.0006

N: 3675977.5019 E: 11791543.5068

N: 3676004.5056 E: 11791530.4857

N: 3675965.9744 E: 11791519.6006

N: 3675966.8756 E: 11791499.7857N: 3675953.8311

E: 11791506.0758

N: 3675977.3265 E: 11791531.0862

N: 3675963.1934 E: 11791508.6834

N: 3675961.4599 E: 11791508.0778

N: 3675960.6077 E: 11791507.8797

N: 3675960.3568 E: 11791507.3593

N: 3675973.7316 E: 11791530.5380

N: 3675972.1510 E: 11791532.3737

N: 3675973.2701 E: 11791531.8546

N: 3675970.1701 E: 11791499.9518

N: 3675986.0825 E: 11791492.2789

N: 3675974.2533 E: 11791515.9742

N: 3675978.3434 E: 11791524.4563 N: 3675990.8037 E: 11791518.4480

N: 3675986.7137 E: 11791509.9659

N: 3675981.6515 E: 11791538.2959

N: 3675999.0660 E: 11791529.8987

N: 3675995.6275 E: 11791522.7678

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

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C O

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CS102

GENERAL SHEET NOTES:

KEY NOTES:

LEGEND:

1. SEE C-001, V-101 FOR APPLICABLE INFORMATION.

2. COORDINATES NOT SHOWN FOR EQUIPMENT PADS DUE TO

CONTRACTOR'S SHOP DRAWING SUBMITTALS.

1. SEE STRUCTURAL PLANS FOR ATFP (ANTI TERRORISM

FORCE PROTECTION) CANOPY POST LAYOUT.

2. SEE CS101 & ARCHITECTURAL PLANS FOR WALL DETAILS.

3. STAKEOUT COORDINATES ARE APPROXIMATE.

CONTRACTOR SHALL FLAG AND STRINGLINE LOCATIONS

PRIOR TO SELECTION OF EQUIPMENT. ONCE SELECTION

DATA IS AVAILABLE. CONTRACTOR HALL SET AND/OR

ADJUST FLAGS FOR APPROVAL BY THE COR.

SCALE: 1" = 5'-0"

STAKEOUT PLANB7

SCALE IN FEET

00000000000000005 105

PLAN

NORTH

LIGHT DUTY CONCRETE (SIDEWALKS)

NEW EQUIPMENT PADS - SEE STRUCTURAL

GRAVEL (2" DEEP, #57 STONE)

KEY PLAN:

(ASPHALT)

EXIST. LOAD CENTER

750 KVA

EXIST. SIDEWALK

LOD LOD LOD LOD

LOD LOD LOD

LODLODLODLODLODLOD

SDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD

WWWWWWWWWWWWWW

WWWWWWWWW

W W

COMMCOMMCOMMCOMMCOMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

TELEPHONE/ COMM LINE

(APPROX. LOCATION)

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

122.8

122.8122.83

122.8

122.83

122.85

122.96

123.0 123.0

122.92

122.9

FF=123.0

122.8

123.0

122.8

MATCH GRADE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

5_ (B

T) \2

D \1

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_C S_

C G

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G 2:

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US Army Corps of Engineers

U .S

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M Y

C O

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A N

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CG101

GENERAL SHEET NOTES:

LEGEND:

1. SEE C-001, V-101 FOR APPLICABLE INFORMATION.

2. NEW CANOPY POSTS NOT SHOWN FOR CLARITY.

3. ONCE ALL CONSTRUCTION ACTIVITIES HAVE BEEN COMPLETED

AND PRIOR TO DEMOBILIZATION, THE CONTRACTOR SHALL

REMOVE THE CONSTRUCTION ENTRANCE AND INSTALL ALL

EROSION AND SEDIMENT CONTROL MEASURES WITHIN THOSE

LIMITS.

SCALE IN FEET

00000000000000005 105

PLAN

NORTH

LIGHT DUTY CONCRETE (SIDEWALKS)

NEW EQUIPMENT PADS - SEE STRUCTURAL

GRAVEL (2" DEEP, #57 STONE)

CONSTRUCTION ENTRANCE

KEY NOTES:

A7 SCALE: 1" = 5'-0"

GRADING AND EROSION &

SEDIMENT CONTROL PLAN

PS MU TS

1 CONTRACTOR SHALL INSTALL GEOTEXTILE MEMBRANE

PRIOR TO PLACING GRAVEL SURFACE.

SF SILT FENCE - SEE DETAIL C-502

MU MULCHING - SEE DETAIL C-502

TS TEMPORARY SEEDING - SEE DETAIL C-502

PS PERMANENT SEEDING- SEE DETAIL C-502

CE CONSTRUCTION ENTRANCE- SEE DETAIL C-502

X 122.8 SPOT ELEVATION

COMM

STORM DRAIN

WATER

COMMUNICATION

PRIMARY POWER

GAS GAS LINE

LOD LIMITS OF DISTURBANCE

FINISH FLOOR OF EQUIPMENT PADS SHALL BE A

MINIMUM OF 3 (THREE) INCHES ABOVE THE ADJACENT

NATURAL GRADE. SLOPE PAD TOWARDS GATE AT 0.5%.

KEY PLAN:

EXIST. 12" CONC PIPE (SD)

EXIST. 6" WATER

EXIST. HIGH VOTAGE UGE

EXIST. 6" WATER

H V

OTA

UGE

PARKING LOT

(ASPHALT)

EXIST. LOAD CENTER

750 KVA

EXIST. SIDEWALK

LOD LOD LOD LOD

LOD LOD LOD

LODLODLODLODLODLOD

COMMCOMMCOMMCOMMCOMM

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

TELEPHONE/ COMM LINE

(APPROX. LOCATION)

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

C O

M M

LIMITS OF DIRECTIONAL DRILLING

(SEE SPECIFICATION 33 05 23.13)

SEE MECHANICAL PLANS

FOR INTERNAL ALIGNMENT

WITHIN BUILDING 34

EXIST NATURAL GAS LINE

GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS

EEEE

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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5_ (B

T) \2

D \1

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_C S_

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U .S

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C O

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CU101

GENERAL SHEET NOTES:

LEGEND:

KEY NOTES:

1. SEE C-001, V-101 FOR APPLICABLE INFORMATION.

2. SEE MECHANICAL AND ELECTRICAL PLANS FOR MORE SPECIFIC

INFORMATION.

3. NEW NATURAL GAS AND ELECTRIC LINES WITHIN THE

EXPANDED MECHANICAL YARD ARE APPROXIMATE AND SHALL

BE SUSPENDED FROM THE ATFP (ANTI TERRORISM FORCE

PROTECTION) CANOPY FRAMEWORK. EXACT LOCATION TO BE

DETERMINED ONCE EQUIPMENT SELECTION HAS BEEN MADE.

SEE STRUCTURAL AND ELECTRICAL PLANS.

SCALE IN FEET

00000000000000005 105

PLAN

NORTH

B7 SCALE: 1" = 5'-0"

UTILITY PLAN

LIGHT DUTY CONCRETE (SIDEWALKS)

NEW EQUIPMENT PADS - SEE STRUCTURAL

GRAVEL (2" DEEP, #57 STONE)

COMM

STORM DRAIN

WATER

COMMUNICATION

PRIMARY POWER

GAS GAS LINE

LOD LIMITS OF DISTURBANCE

1. PROPOSED GAS LINE

2. PROPOSED ELECTRICAL LINE

KEY PLAN:

5_ (B

T) \2

D \1

B3 4_

C .D

W G

/2 1/

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

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US Army Corps of Engineers

U .S

. A R

M Y

C O

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D S

C O

O L

O K

C-501

1. PROJECT DESCRIPTION

THIS PROJECT CONSISTS THE DEMOLITION OF ALL INTERIOR FEATURES INCLUDING THE EXTERIOR

BRICK WALL AND GATE. THE YARD SHALL BE EXPANDED TO ALLOW FOR A NEW CHILLER AND

NATURAL GAS POWERED GENERATOR TO SERVE THE B34 FACILITY. THE NEW ADDITION WILL

INCREASE FROM 807 S.F TO 1212 S.F. THE TOTAL DISTURBED AREA IS 1945 SQ.FT.

2. EXISTING SITE CONDITIONS

THE EXISTING MECHANICAL YARD IS LOCATED NEAR THE EAST END OF BLDG 34 AND MORE

SPECIFICALLY EAST OF THE MAIN ENTRANCE. THE EXISTING ENCLOSURE IS 807 S.F.

THE MECHANICAL YARD IS BOUNDED ON THREE SIDES BY BLDG 34 AND BY A BRICK WALL AND

DOUBLE PANEL ORNAMENTAL GATE. A SIDEWALK CONNECTS THE MECHANICAL ROOM TO THE

FRONT ENTRANCE. INTERIOR FEATURES INCLUDE THE EQUIPMENT PAD FOR THE CHILLER AND

POSTS SUPPORTING THE ANTI-TERRORISM FORCE PROTECTION (ATFP) CHAIN LINK FENCE

CANOPY.

SITE ELEVATION WITHIN THE MECHANICAL YARD IS VERY FLAT. A DOWNSPOUT IS LOCATED

BEHIND THE MECHANICAL ROOM DOOR WHERE DRAINAGE HAS WASHED AWAY SOME OF THE

SOIL AT ITS BASE. SURFACE DRAINAGE FROM THE REAR OF THE BUILDING TO THE FRONT IS

INTENDED TO REMAIN THE SAME AS THE PRE-PROJECT CONDITION.

3. ADJACENT AREAS

THIS SITE IS BOUNDED ON ALL SIDES BY THE DSCR INSTALLATION.

4. SOILS

A SUBSURFACE EXPLORATION WAS NOT CONDUCTED IN PREPARATION FOR THE DESIGN OF THIS

PROJECT, DUE TO THE MINIMAL EXPANSION OF THE MECHANICAL YARD.

5. CRITICAL AREAS

THERE ARE NO CRITICAL AREAS DEFINED FOR THIS PROJECT.

6. EROSION AND SEDIMENT CONTROL MEASURES

UNLESS OTHERWISE INDICATED, ALL VEGETATED AND STRUCTURAL ESC CONTROL PRACTICES

SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE LATEST EDITION OF THE

MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT

CONTROL HANDBOOK (VESCH) APPLICABLE TO THE PIEDMONT REGION OF VIRGINIA. THE

MINIMUM STANDARDS OF THE VESCH SHALL BE ADHERED TO BEFORE, DURING, AND AFTER

CONSTRUCTION, UNLESS OTHERWISE WAIVED OR APPROVED BY A VARIANCE. REFER TO THE

CONSTRUCTION PLANS FOR DETAILS AND LOCATIONS ASSOCIATED WITH THE CONTROL

MEASURES.

6.1. GENERAL

6.1.1. A COPY OF THE APPROVED ESC PLAN AND THE VESCH SHALL BE MAINTAINED ON THE

SITE AT ALL TIMES.

6.1.2. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN

INDICATED ON THE ESC PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR

WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY ESC PLAN TO THE

OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.

6.1.3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND MAINTENANCE

OF ANY ADDITIONAL CONTROL MEASURES NECESSARY TO PREVENT EROSION AND

SEDIMENTATION.

6.2. STRUCTURAL PRACTICES

6.2.1. TEMPORARY STONE CONSTRUCTION ENTRANCE (CE) - VESCH STD. 3.02

TEMPORARY STONE CONSTRUCTION ENTRANCE IS PROVIDED TO REDUCE THE

AMOUNT OF MUD TRANSPORTED ONTO SURROUNDING PAVED ROADWAY BY

CONSTRUCTION VEHICLES. TEMPORARY STONE CONSTRUCTION ENTRANCE WILL BE

PROVIDED TO ALLOW ACCESS FROM THE MAIN ROAD TO EACH SITE AND ACT AS AN

ENTRANCE TO SITES WITH NO ESTABLISHED ENTRANCE. THE CONSTRUCTION ENTRANCE

MUST BE AT A MINIMUM 70-FEET IN LENGTH, 6-INCHES DEEP, AND 24-FEET WIDE.

6.2.2. SILT FENCE - WIRE SUPPORTED (SF) - VESCH STD. 3.05

SILT FENCING WILL SERVE AS A PERIMETER CONTROL TO PROTECT DISTURBED AREAS

FROM OFF-SITE RUNOFF AND TO PREVENT SEDIMENTATION DAMAGE TO AREAS OUTSIDE

THE PROJECT SITE.

6.3. VEGETATED PRACTICES

6.3.1. TEMPORARY SEEDING (TS) - VESCH STD. 3.31

TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN

SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE.

TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO

DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR

LONGER THAN FOURTEEN (14) DAYS. TEMPORARY SEEDING SHALL BE APPLIED

IMMEDIATELY AFTER ROUGH GRADING IS COMPLETED ON THE RESPECTIVE AREAS.

REFER TO TABLE 3.31-B FOR TEMPORARY SEEDING GUIDANCE.

6.3.2. PERMANENT SEEDING (PS) - VESCH STD. 3.32

ALL AREAS AT FINAL GRADE MUST BE SEEDED WITHIN SEVEN (7) DAYS AFTER

COMPLETION OF LAND DISTURBANCE ACTIVITY. EXCEPT FOR SMALL LEVEL AREAS,

SEEDED AREAS SHALL BE PROTECTED WITH MULCH. REFER TO TABLE 3.32-E FOR

PERMANENT SEEDING GUIDANCE.

6.3.3. MULCHING (MU) - VESCH STD. 3.35

AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHALL BE MULCHED

IMMEDIATELY FOLLOWING SEEDING TO FOSTER THE GROWTH OF VEGETATION.

7. MANAGEMENT STRATEGIES

7.1. STONE CONSTRUCTION ENTRANCES AND SILT FENCE WILL BE INSTALLED AS AN EARLY STEP

DURING LAND DISTURBING ACTIVITIES.

7.2. THE SITE IS TO DRAIN VIA SHEET FLOW ACROSS THE SIDEWALK/ GATE ENTRANCE AND

ORNAMENTAL FENCE AT THE OPPOSITE END OF THE BRICK WALL/ FACE OF BUILDING.

BEYOND THAT POINT, SURFACE DRAINAGE WILL CONTINUE AS SHEET FLOW TOWARDS THE

EXISTING SIDEWALK AND ASPHALT PARKING LOT.

7.3. RESPONSIBILITY FOR PLAN IMPLEMENTATION SHOULD BE GIVEN TO THE CONSTRUCTION

SUPERINTENDENT AND HE/SHE SHALL MAKE ALL CONSTRUCTION WORKERS AWARE OF THE

PROVISIONS OF THE PLAN.

7.4. ALL ESC CONTROL MEASURES SHALL BE CHECKED CONTINUOUSLY AND ESPECIALLY AFTER

EACH SIGNIFICANT STORM TO LOCATE DAMAGES AND CONDUCT MAINTENANCE

OPERATIONS.

7.5. ALL TEMPORARY ESC CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS AFTER

FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER NEEDED,

UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM AUTHORITY. TRAPPED

SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF

TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO PREVENT FURTHER

EROSION AND SEDIMENTATION.

7.6. WHENEVER A SLOPE FACE HAS WATER SEEPING FROM IT, ADEQUATE DRAINAGE OR OTHER

PROTECTION SHALL BE PROVIDED TO ENSURE THE SAFETY AND STABILITY OF THE SLOPE.

7.7. ANY AND ALL MATERIAL TRANSPORTED ONTO A PUBLIC OR PRIVATE ROAD SURFACE WILL BE

REMOVED THOROUGHLY AT THE END OF EACH DAY. SEDIMENT SHALL BE REMOVED FROM

THE ROAD BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL

DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED

IN THIS MANNER.

7.8. ALL TEMPORARY EQUIPMENT, CONSTRUCTION MATERIAL, AND DEBRIS MUST BE REMOVED

FROM THE SITE IN A LAWFUL MANNER IN ORDER FOR CONSTRUCTION TO BE CONSIDERED

COMPLETE.

7.9. ALL EXCESS EXCAVATED EARTHWORK MATERIAL SHALL BE PROPERLY TRANSPORTED

OFFSITE AND DISPOSED AT AN APPROVED LOCATION PERTAINING TO APPLICABLE LOCAL,

STATE AND FEDERAL REGULATIONS.

8. SEQUENCE OF CONSTRUCTION

8.1. OBTAIN NECESSARY PERMITS.

8.2. MOBILIZATION.

8.3. ERECT CONTRACTOR STAGING AREAS.

8.4. AS A FIRST MEASURE PRIOR TO LAND DISTURBANCE, INSTALL EROSION AND SEDIMENT

CONTROL MEASURES AROUND LAND DISTURBING ACTIVITIES ON PROJECT SITE.

8.5. INSTALL STABILIZED CONSTRUCTION ACCESS.

8.6. PERFORM DEMOLITION OF EXTERIOR WALL, GATE, AND INTERIOR FEATURES OF EXISTING

MECHANICAL WALL.

8.7. PERFORM SITE DEMOLITION OPERATIONS.

8.8. PERFORM ROUGH GRADING OF THE SITE.

8.9. ALL EXCAVATED MATERIAL SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL APPLICABLE

LOCAL, STATE, AND FEDERAL REGULATIONS.

8.10. BEGIN CONSTRUCTION OF NEW EXTERIOR WALL AND INTERIOR FEATURES INCLUDING

CONCRETE SIDEWALK, ANTI-TERRORISM FORCE PROTECTION (ATFP) CANOPY, EQUIPMENT

PADS, AND SUBSEQUENTLY THE NEW CHILLER AND NATURAL GAS GENERATOR.

8.11. INSTALL ALL PROPOSED UTILITIES.

8.12. BACKFILL UTILITY TRENCHES IN A TIMELY MANNER TO MINIMIZE EROSION AND SOIL LOSS.

8.13. INSTALL TEMPORARY SEEDING IN ALL DENUDED AREAS.

8.14. INSTALL HARDSCAPE, TO INCLUDE SIDEWALK.

8.15. FINE GRADE REMAINING SITE.

8.16. INSTALL LANDSCAPING.

8.17. REMOVE TEMPORARY EROSION CONTROL STRUCTURES.

9. PERMANENT STABILIZATION

ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE STABILIZED WITH PERMANENT SEEDING

WITHIN 7 DAYS FOLLOWING FINISH GRADING. SEEDING SHALL BE DONE IN ACCORDANCE WITH

STD. & SPEC. 3.32, PERMANENT SEEDING, OF THE HANDBOOK. STRAW OR FIBER MULCH WILL BE USED. IN ALL SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO

MULCHING.

10. MAINTENANCE OF EROSION AND SEDIMENT

CONTROL MEASURES

10.1.TEMPORARY STONE CONST. ENTRANCE (CE) - VESCH STD. 3.02

10.1.1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT

TRACKING OR FLOW OF MUD ONTO DSCR ROADWAYS. THIS MAY REQUIRE PERIODIC TOP

DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWORKING OF EXISTING

STONE AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY STRUCTURES

USED TO TRAP SEDIMENT. ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED

FROM VEHICLES ONTO ROADWAYS OR INTO STORM DRAINS MUST BE REMOVED

IMMEDIATELY. THE USE OF WATER TRUCKS TO REMOVE MATERIALS DROPPED, WASHED,

OR TRACKED ONTO ROADWAYS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES.

10.1.2. REMOVAL. REMOVAL OF THE CE SHALL NOT CAUSE THE MIGRATION OF SEDIMENT

OFFSITE. THE CE CAN BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL PURPOSE.

10.2.SILT FENCE (WITH WIRE SUPPORT) (SF) - VESCH STD. 3.05

10.2.1. SILT FENCE SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND AT

LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE

IMMEDIATELY.

10.2.2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT FENCE

RESULTING FROM END RUNS AND UNDERCUTTING.

10.2.3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME INEFFECTIVE PRIOR

TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE

FABRIC SHALL BE REPLACED PROMPTLY.

10.2.4. SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. THEY MUST

BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE-HALF THE HEIGHT OF THE

BARRIER.

10.2.5. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS NO

LONGER REQUIRED SHALL BE DRESSED TO CONFORM TO THE EXISTING GRADE,

PREPARED AND SEEDED.

10.2.6. REMOVAL. SILT FENCE SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR

USEFUL PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAS BEEN PERMANENTLY

STABILIZED.

5_ (B

T) \2

D \1

B3 4_

C .D

W G

/2 1/

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

N T

N O

, V

, R

H M

O N

D , V

C H

R R

S U

G . P

R . T

G . P

O N

A N

D S

C O

O L

C-502

TABLE 3.31-B

ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS

MULCHING

A. SEEDING MADE IN FALL FOR WINTER COVER AND DURING HOT DRY

SUMMER MONTHS SHALL BE MULCHED IN ACCORDANCE WITH MULCHING,

STD. & SPEC. OF THE VIRGINIA EROSION & SEDIMENT CONTROL

HANDBOOK, THIRD EDITION 1992.

MAINTENANCE

A. IRRIGATION - IF SOIL MOISTURE IS DEFICIENT. SUPPLY NEW SEEDINGS AND

PLANTINGS WITH ADEQUATE WATER FOR PLANT GROWTH UNTIL THEY ARE

FIRMLY ESTABLISHED.

B. REPAIR - INSPECT ALL AREAS FOR PLANTING FAILURES AND MAKE

NECESSARY REPAIRS.

SPECIES

50/50 MIX OF ANNUAL

RYEGRASS (LOLIUM

MULTI-FLORUM) & CEREAL

(WINTER) RYE (SECALE

CEREALE)

ANNUAL RYEGRASS

(LOLIUM MULTI-FLORUM)

GERMAN MILLET (SETARIA

ITALICA)

SEEDING RATE (LBS./ACRE)

50 - 100

60 - 100

SEED MIX:.

39.57% DAVINCI TALL FESCUE 90% GERMINATION

29.90% VAN GOGH TALL FESCUE 90% GERMINATION

29.55% MONET TALL FESCUE 90% GERMINATION

TS CE

SF SF

NTS

PERMANENT SEEDINGG2

NTS

TEMPORARY SEEDINGA2

NTS

SILT FENCEH7 NTS

SILT FENCEH12

NTS

MULCHINGA12NTS

CONSTRUCTION ENTRANCEA7

5_ (B

T) \2

D \1

B3 4_

C .D

W G

/2 1/

_B &W

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

D B

C H

D B

D R

B Y:

C O

N O

N N

E D

C R

O N

SHEET ID

E N

US Army Corps of Engineers

U .S

. A R

M Y

C O

O F

R S

N O

N T

N O

, V

, R

H M

O N

D , V

C H

R R

S U

G . P

R . T

G . P

C-503

CONCRETE SIDEWALK

JOINT LAYOUT AND FINISH

EXPANSION JOINT

IN SIDEWALK

CONTRACTION

JOINT IN SIDEWALK

BROOMED FINISH

4" WIDE SMOOTH

TROWELED PERIMETER

E EXPANSION

JOINT

C CONTRACTION JOINT

PREMOLDED JOINT

FILLER

1/8" TO 1/4"

1" M

1/2"

WIDTH VARIES

SEE SHEET CS101 AND CS102

3/4" CHAMFER

IN TURF AREAS

FINISH GRADE

TURF AREAS

FLUSH AT ASPHALT

PAVED AREAS

SIDEWALK

(OPTIONAL)

DRAINAGE

NOTES:

1. PROVIDE CONTRACTION (SAWED) JOINTS AT INTERVALS AT 6' O.C.

2. EXPANSION JOINTS SHALL BE PLACED AT 24' INTERVALS OR AS

SHOWN ON PLANS. ALL EXPANSION JOINTS SHALL BE SEALED

WITH A COMMERCIAL SEALANT MATERIAL.

3. SIDEWALK ADJACENT TO BUILDING TO HAVE A MINIMUM

TRANSVERSE SLOPE OF 1% AWAY FROM BUILDING.

4. 1/2" EXPANSION JOINT MATERIAL AT ALL LOCATIONS WHERE NEW

CONCRETE ABUTS EXITING OR NEW STRUCTURES AND AT ALL

CHANGES IN DIRECTION OF SIDEWALK.

5. SIDEWALK CROSS SLOPE NOT TO EXCEED 2.00%.

6. WALKWAYS WIDER THAN 6' SHALL HAVE DOWELED LONGITUDINAL

JOINTS IN ADDITION TO TRANSVERSE JOINTS.

7. FOR LIGHT DUTY CONCRETE PAVEMENT DETAIL, SEE THIS SHEET.

NTS

CONCRETE SIDEWALK DETAILSJ9

NTS

CONCRETE SIDEWALK AT TURFL2

4" 3500 PSI CONCRETE

4" AGGREGATE BASE COURSE

(VDOT NO.21B, TYPE 1 CRUSHED STONE)

COMPACT TO 95% MAX.

DRY DENSITY PER ASTM 1557.

12"

3000 PSI CONCRETE

24"

D2 TYP. CONCRETE SPLASH BLOCK DETAIL

NTS

ABBREVIATIONS

ABBREVIATION

AFF

ANR

APPROX

ARCH

ATFP

BEJ

BOC

BOE

BOS

BOT

BRG

BRP

CFMF

CFS

CLR

CMU

COL

CONN

CONC

CONT

COORD

DIA

DIAG

DIM

ELEV, EL

EOS

EXT

FDN

FFE

FOB

FTG

HORIZ

HSS

JBE

JST

KIPS (k)

LLH

LLV

LSH

LSV

MAX

MCJ

MECH

MFR

MIN

MOW

N/A

NIC

NOM

OPP

PCL

PJF

PLF

PSF

PSI

REINF

REJ

REQD

SCHED

SDS

SHT

SIM

SPA

STD

T&B

TOC

TOF

TOM

TOS

TOW

TYP

UON

VERT

WWF

DESCRIPTION

ANCHOR BOLT

ABOVE FINISHED FLOOR

ANCHOR

APPROXIMATELY

ARCHITECTURAL

ANTI-TERRORISM AND FORCE

PROTECTION

BOTTOM CHORD

BUILDING EXPANSION JOINT

BEAM

BOTTOM OF CONCRETE

BOTTOM OF EMBEDMENT

BOTTOM OF STEEL

BOTTOM

BEARING

BEARING OR BASE PLATE

BRICK RELIEF PLATE

COLD-FORMED METAL

FRAMING

COLD-FORMED STEEL

CONTROL JOINT

CENTER LINE

CLEAR

CONCRETE MASONRY UNIT

COLUMN

CONNECTION

CONCRETE

CONTINUOUS

COORDINATE

DECK EDGE

DIAMETER

DIAGONAL

DIMENSION

DOWN

EACH

EACH FACE

EXPANSION JOINT

ELEVATION

EDGE OF SLAB

EQUAL

EACH SIDE

EACH WAY

EXTENSION

FOUNDATION

FINISHED FLOOR ELEVATION

FACE OF BRICK

FOOTING STEP

FOOTING

GAGE

HORIZONTAL

HIGH STRENGTH

HOLLOW STRUCTURAL SHAPE

JOIST BEARING ELEVATION

JOIST SUBSTITUTE

JOIST

KNUCKLED BEAM

1000 POUNDS

LONG

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONG SIDE HORIZONTAL

LONG SIDE VERTICAL

MAXIMUM

MASONRY CONTROL JOINT

MECHANICAL

MANUFACTURER

MINIMUM

MIDDLE OF WALL

NOT APPLICABLE

NOT IN CONTRACT

NUMBER

NOMINAL

ON CENTER

OPPOSITE

PRE-CAST COMPOSITE LINTEL

PREMOLDED JOINT FILLER

PLATE

POUNDS PER LINEAR FOOT

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

ROUND BAR

REINFORCEMENT

ROOF EXPANSION JOINT

REQUIRED

STUB COLUMN

SCHEDULE

SELF DRILLING SCREW

SPREAD FOOTING

SHEET

SIMILAR

SPACES/SPACED

SQUARE

STANDARD

TOP AND BOTTOM

TOP OF CONCRETE

TOP OF FOOTING/FOUNDATION

TOP OF MASONRY

TOP OF STEEL

TOP OF WALL

THICKENED SLAB

TYPICAL

UNLESS OTHERWISE NOTED

VERTICAL

WALL FOOTING

WORKING POINT

WELDED WIRE FABRIC

WEIGHT

CONCRETE CONSTRUCTION NOTES

1. ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PROVISIONS OF

THE AMERICAN CONCRETE INSTITUTE (ACI).

2. CAST-IN-PLACE CONCRETE SHALL ATTAIN THE MINIMUM 28-DAY COMPRESSIVE

STRENGTHS (f'c) OF:

4000 PSI ALL CONCRETE UON

3. CONCRETE DENSITY SHALL BE NORMAL WEIGHT UON ON DRAWINGS.

4. CONCRETE REINFORCING STEEL SHALL BE DEFORMED BARS CONFORMING TO ASTM

A615/A615M, GRADE 60.

5. WELDED WIRE REINFORCEMENT SHALL CONFORM TO ASTM A185. PROVIDE SHEET-

TYPE WWR. SHEET LAPS SHALL BE TIED AND LAPPED ONE FULL MESH SPACING.

6. CONCRETE REINFORCING STEEL SHALL BE CONTINUOUS UNLESS OTHERWISE

INDICATED. CONTINUOUS REINFORCING STEEL SHALL BE LAPPED WITH TYPE "B"

SPLICES IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 318.

7. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS INDICATED. IN NO

CASE SHALL REINFORCEMENT COVER BE LESS THAN THE REQUIREMENTS OF ACI 301.

A. CONCRETE DEPOSITED AGAINST THE GROUND: 3"

B. CONCRETE EXPOSED TO EARTH OR WEATHER:

1. #5 BAR OR SMALLER 1-1/2"

2. #6 BAR OR LARGER 2"

C. INTERIOR ELEVATED FLOOR:

1. TOP 3/4"

2. BOT 1-1/2"

D. SLAB ON GRADE REINF. DEPTH 1-1/2" FROM TOP OF SLAB

8. CONCRETE REINFORCING STEEL MARKED STANDARD HOOK SHALL HAVE A 90-DEGREE

HOOK UNLESS OTHERWISE NOTED. STIRRUP, TIE AND 180-DEGREE HOOKS AND 90-

DEGREE HOOKS SHALL CONFORM TO THE REQUIREMENTS OF ACI 318.

9. PROVIDE 1/2" WIDE ISOLATION JOINT WITH PRE-MOLDED JOINT FILLER MATERIAL WHERE

FOUNDATIONS ABUT VERTICAL SURFACES.

10. ALL EMBEDDED ITEMS SHALL BE PROPERLY PLACED, ACCURATELY POSITIONED, AND

MAINTAINED SECURELY IN PLACE PRIOR TO AND DURING CONCRETE PLACEMENT.

ALL PIPING PASSING THROUGH ELEVATED FLOOR SLABS AND WALLS SHALL BE SLEEVED

TO ALLOW FOR MAINTENANCE AND REPLACEMENT.

11. REINFORCING STEEL SHALL BE SPREAD AT SLEEVES, TIEBACKS, RECESSES AND

OTHER EMBEDDED ITEMS UNLESS OTHERWISE INDICATED. REINFORCEMENT SHALL NOT

BE CUT TO FACILIATE PLACEMENT OF EMBEDDED ITEMS.

12. NO CONCRETE SHALL BE PLACED UNTIL THE CONTRACTING OFFICER OR THE

CONTRACTING OFFICER'S DESIGNATED REPRESENTATIVE HAS INSPECTED ALL

EMBEDDED WORK, INCLUDING REINFORCEMENT.

13. ALL EXPOSED CONCRETE EDGES SHALL BE CHAMFERED 3/4" UON.

14. ALUMINUM SHALL NOT BE PLACED IN DIRECT CONTACT WITH CONCRETE UNLESS

EFFECTIVELY COATED OR COVERED TO PREVENT ALUMINUM-CONCRETE REACTION AND

ELECTROLYTIC ACTION BETWEEN ALUMINUM AND STEEL.

DESIGN CRITERIA

1. STRUCTURAL DESIGN IS IN ACCORDANCE WITH THE FOLLOWING CODES AND

SPECIFICATIONS:

A. 2018 INTERNATIONAL BUILDING CODE

B. ASCE 7-16, MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES

C. UFC 1-200-01 CHANGE 1 DoD BUILDING CODE (2020)

D. ACI 318-14, BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE &

COMMENTARY

E. UFC 4-010-01 CHANGE 1 DoD MINIMUM ANTITERRORISM STANDARDS FOR

BUILDINGS (2020)

F. UFC 3-301-01 CHANGE 1 STRUCTURAL ENGINEERING (2022)

G. TMS 402/602-16, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

H. AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS

2. DESIGN LOAD CRITERIA:

A. RISK CATEGORY I

B. SNOW LOAD:

GROUND SNOW LOAD, Pg 20 PSF

SNOW LOAD IMPORTANCE FACTOR, I 0.80

SNOW EXPOSURE FACTOR, Ce 0.90 THERMAL FACTOR, Ct 1.00

D. WIND LOADS:

WIND IMPORTANCE FACTOR, I 1.0

BASIC WIND SPEED, V 104 MPH

WIND EXOSURE CATEGORY C

E. SEISMIC LOADS:

SEISMIC IMPORTANCE FACTOR, I 1.0

SPECTRAL RESPONSE ACCELERATION, Ss 0.22g SPECTRAL RESPONSE ACCELERATION, S1 0.054g

SITE CLASS D

DESIGN SPECTRAL ACCELERATION, SDs 0.229g DESIGN SPECTRAL ACCELERATION, SD1 0.086g

SEISMIC DESIGN CATEGORY B

ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

F. FROST DEPTH 18"

GENERAL NOTES

1. USE STRUCTURAL DRAWINGS IN CONJUNCTION WITH ALL OTHER DRAWINGS. COORDINATE

THE WORK OF OTHER TRADES INCLUDING, BUT NOT LIMITED TO THE REQUIREMENTS FOR

SLEEVES, INSERTS, HOLES, HANGERS AND ANCHORS.

2. ELEVATIONS ON THE STRUCTURAL DRAWINGS ARE DENOTED AS [+/-X'-X"] REFERENCED TO

THE GRADE ELEVATION DATUM SET AT +0'-0".

3. THE CONTRACTOR SHALL REPORT DISCREPANCIES IN DIMENSIONS BETWEEN DIFFERENT

DRAWINGS TO THE CONTRACTING OFFICER PRIOR TO BEGINNING WORK IN AREAS THAT WILL

BE AFFECTED.

4. DETAILS ENTITLED OR NOTED AS "TYPICAL" APPLY NOT ONLY WHERE SPECIFICALLY

INDICATED OR REFERENCED, BUT ALSO IN ALL OTHER CASES WHERE THE NATURE OF THE

CONSTRUCTION REQUIRES THEIR USE.

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