Attachment Q - Bldg. 832 (Now 765) Warehouse 100% Design Drawings.pdf

14 MB Posted

Attached to
Initial Outfitting & Transition (IO&T) Services AMLC APS-4 (Army Prepositioned Stocks) Warehouse, Buildings 765 & 955, Camp Carroll, Republic of Korea
Solicitation number
W912DY26R1103
Issued by

About this file

Written by GovTribe AI ·

This file contains 100% Ready to Advertise design drawings for Building 832 (now Building 765) Replacement Warehouse and O2 Gas Cylinders Storage Yard at Camp Carroll, South Korea, prepared by the U.S. Army Corps of Engineers Far East District. The drawings are dated June 30, 2023, and include comprehensive architectural, structural, civil, mechanical, electrical, and utility design documentation for a warehouse facility replacement project identified as FY19 UMMCA PN 89965.

The design package encompasses site plans, grading plans, paving plans, utility profiles, and detailed construction specifications for the 37-acre project. Key infrastructure includes a replacement warehouse building with associated O2 gas cylinder storage yard, site drainage and grading accommodating elevation 37.000m for the main building and 36.600m for the storage yard, concrete pavement sections with doweled joints, sanitary and fire water utility lines with manhole details, chain link fencing with barbed wire top guards, and geotechnical data based on soil boring logs indicating silty sand and clayey sand composition with groundwater at approximately 3.6 meters depth. The drawings incorporate professional engineer seals from licensed practitioners in Iowa, Kansas, and Minnesota, include comprehensive abbreviations and legends, and reference related specifications for construction materials, joint details, pipe support systems, and ADA-compliant site accessibility. This complete design documentation serves as the basis for the solicitation W912DY26R1103 for Initial Outfitting & Transition Services supporting warehouse activation at Buildings 765 and 955 at Camp Carroll.

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Other files

File Type Posted
Attachment I - Site Visit Accident Prevention Plan (SVAPP) Template.pdf PDF
PWS_IOT Services AMLC APS4 Warehouse.pdf PDF
RFP AMLC APS Warehouse(KO).pdf PDF
Attachment G - Contractors Final Release Form.pdf PDF
Attachment C - MFR - IOT MATOC Equipment Purchasing.pdf PDF
Attachment R - Bldg. 955 As-Built Drawings.pdf PDF
Attachment S - Bldg. 765 & Bldg. 955 Equipment List 22Jul26.xlsx XLSX spreadsheet
Attachment H - Common Access Card (CAC) Request Instructions.pdf PDF
Attachment E - Army Computer Ordering Guidelines (CHESS).pdf PDF
Attachment T - Bldg. 955 Single Tier Locker Cut Sheet.pdf PDF
Attachment A - AMLC APS-4 Bldg. 765 & 955 Price Proposal Worksheet.xlsx XLSX spreadsheet
Attachment O - Army Cybersecurity-Risk Management Framework (RMF) Requirements.pdf PDF
Attachment F - Example Furniture Illustration Sheet-Order Form.pdf PDF
Attachment K - Activity Hazard Analysis (AHA) Template.pdf PDF
Attachment D - FFE BVD Form.pdf PDF
Attachment P - Bldg. 765 Proposed Layout.pdf PDF
Attachment J - Accident Prevention Plan (APP) Template.pdf PDF
Attachment B - Schedule of Values and Invoice Logic Summary - Sample.xlsx XLSX spreadsheet
Show all 18

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B-832

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B-832 REPLACEMENT WAREHOUSE AND

B-832A O2 GAS CYLINDERS STORAGE

YARD

FY UMMCA PN 89965

CAMP CARROLL, SOUTH KOREA

100% READY TO

ADVERTISE,

JUNE 30, 2023

Submitted By:

Approved By:

Approved By:

Project Manager Date

Chief, Technical Review Branch Date Chief, Engineering Division Date

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PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

LICENSE NUMBER:

NATHAN C. VEEN 06-30-2023

12/31/2023 P23773

I HEREBY CERTIFY THAT REVISION TO THIS ENGINEERING

DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT

PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

LICENSE NUMBER:

ASHRAF MASSOUD NEMR GOHAR 06-30-2023

12/31/2024 P27167

I HEREBY CERTIFY THAT REVISION TO THIS ENGINEERING

DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT

PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

LICENSE NUMBER:

NATHAN J. PIERSON 06-30-2023

12/31/2024 P20269

GI101, C-001, CG001, CG301, CP001,

CP501 - CP503, CU201, CU501 - CU503,

S-001, S-002, S-003, S-100, S-101, S-500, S-501

P-001, P-101, P-501, P-502, P-601, P-901, P-902, M-001, M-101, M-301, M-501 - M-504, M-601, M-701, M-702

ES100, E-001, E-101, E-102,

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G-001 - G-004, A-100, A-101, A-200, A-201, A-300, A-301, A-400, A-500, A-501, A-600, A-601

A-602, A-700, A-100A, A-200A, A-300A, A-500A

CHAD M. CHAMBERLIN 06-30-2023

06/30/2024 07267

I HEREBY CERTIFY THAT REVISION TO THE PORTION OF THIS

TECHNICAL SUBMISSION DESCRIBED BELOW WAS PREPARED BY ME

OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE.

I AM A DULY LICENSED ARCHITECT UNDER THE LAWS OF THE STATE

OF MINNESOTA.

PAGES OR SHEETS COVERED BY THIS SEAL:

LICENSE EXPIRES: LICENSE NO.:

ANDREW W. POOLE 06-30-2023

04-30-2025 26032

I HEREBY CERTIFY THAT REVISION TO THIS ENGINEERING

DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT

PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF KANSAS.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

LICENSE NUMBER:

I HEREBY CERTIFY THAT REVISION TO THIS ENGINEERING

DOCUMENT WAS PREPARED BY ME OR UNDER MY DIRECT

PERSONAL SUPERVISION AND THAT I AM A DULY LICENSED

PROFESSIONAL ENGINEER UNDER THE LAWS OF THE STATE

OF IOWA.

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

LICENSE NUMBER:

JEFF A. CRONE 06-30-2023

12/31/2024 P27973

JEFF

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JAMES N. GAVIN

06-30-202312/31/23 200061

PAGES OR SHEETS COVERED BY THIS SEAL:

MY LICENSE RENEWAL DATE IS

BISCSI ID NUMBER:

ES100, T-101, T-501 - T-504

ASHRAF MASSOUD

NEMR GOHAR

P27167

CS501 - CS503

S-001A, S-100A, S-101A, S-500A, S-501A

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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

AVE AVENUE

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

CFMF COLD-FORMED METAL FRAMING

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

COMM COMMUNICATIONS

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

C.O.R. CONTRACTING OFFICER

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

HWC HOT WATER CIRCULATION

HYDR HYDRAULIC

Hz HERTZ

IAW IN ACCORDANCE WITH

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, PRESSURE INDICATOR

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

PCCP PORTLAND CEMENT CONCRETE PAVEMENT

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

PVMT PAVEMENT

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

TI TEMPERATURE INDICATOR

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

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

A1

ABBREVIATIONS

SCALE: NTS

E

V E

N O

T

R

K S

R

K S

N O

N E

G-003

A B

B R

E V

I A

T I O

N S

C

C

H A

M B

E R

L I N

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

A P

P R

O V

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W U

M D

A

100%, READY TO ADVERTISE

C A

R

R O

L L

K

O R

E A

F Y

U

M M

B

R

E P

L A

C E

M E

R

E H

O U

S E

A N

D

O

G

L I N

D E

O

R A

R

D F

S

T

D

I S

T R

I C

T

U N

J U

T B

D

A

S C

A L

COLUMN LINE

REFERENCE SYMBOLS

SHEET NUMBER OF SHEET

WHERE SECTION, ELEVATION

OR DETAIL IS CUT

ARCHITECTURAL SYMBOLS

LOUVER

NORTH SYMBOL

XXX

XXX

XXX

XXX

XXX

XXX

SECTION/ELEVATION LETTER

SHEET NUMBER OF SHEET WHERE

SECTION OR ELEVATION IS SHOWN

DETAIL NUMBER

SHEET NUMBER OF SHEET

WHERE DETAIL IS SHOWN

SECTION/ELEVATION

LETTER, DETAIL NUMBER

SECTION/ELEV/DETAIL

ROOM NUMBER

DOOR NUMBER

W1

C1

WALL TYPE

DESIGNATION

C1

C2

WALL TYPE DESIGNATION ABOVE

WALL TYPE DESIGNATION ABOVE

TO WALL

0'-0"

F

KEYNOTE

SCALE: NO SCALE

A1

GENERAL LEGEND

DIMENSIONS AND SCALE

DIMENSIONS AND/OR ELEVATIONS MARKED THUS ( ) ARE

ASSUMED AND MAY BE VARIED BY THE CONTRACTOR TO

SUIT EQUIPMENT FURNISHED. FINAL DIMENSIONS ARE

SUBJECT TO THE REVIEW OF THE ENGINEER.

2.

3. DIMENSIONS AND/OR ELEVATIONS MARKED THUS (+/-)

MUST BE VERIFIED IN THE FIELD BY THE CONTRACTOR.

4.

5.

6. UNLESS NOTED OTHERWISE - INTERIOR DOOR FRAMES SHOWN NEAR INSIDE

CORNER OF WALL MUST BE LOCATED A DISTANCE OF 100MM FROM THE

THROAT RETURN TO THE CLOSEST ADJACENT WALL.

DIMENSIONS SHOWN ON PLANS ARE TO FACE OF MASONRY OR FACE OF

CONCRETE, UNLESS NOTED OTHERWISE.

COORDINATE THE WORK OF TRADES AND VERIFY DIMENSIONS.

DISCREPANCIES MUST BE RESOLVED PRIOR TO PROCEEDING WITH THE WORK.

MATERIAL SYMBOLS

GLASS (ELEVATION)

STEEL (IN SECTION)

BATT INSULATION

PLYWOOD

ROUGH WOOD (IN SECTION)

BRICK (IN SECTION)

CONCRETE MASONRY UNIT (CMU)

RIGID INSULATION

WINDOW

NUMBER

SIGNAGE TYPE

ELEVATION

MARK

B-832

E

V E

N O

T

R

K S

R

K S

N O

N E

G-004

G E

N E

R A

L

N

O T

L

G E

N D

C

C

H A

M B

E R

L I N

CONCRETE (IN SECTION)

N

FLOOR PLAN SYMBOLS

SPLASHBLOCK

TOILET

BOLLARD

DOOR AND FRAME

MOP SINK

GRAB BAR

LAVATORY

WINDOW

EMERGENCY EYEWASH / SHOWER

REFLECTED CEILING PLAN SYMBOLS

CIVIL SYMBOLS

MINOR

PROPOSED

CONTOUR

MAJOR

PROPOSED

CONTOUR

EXISTING

CONTOUR

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

A P

P R

O V

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W U

M D

A

100%, READY TO ADVERTISE

C A

R

R O

L L

K

O R

E A

F Y

U

M M

B

R

E P

L A

C E

M E

R

E H

O U

S E

A N

D

O

G

L I N

D E

O

R A

R

D F

S

T

D

I S

T R

I C

T

U N

J U

T B

D

A

S C

A L E

UNLESS NOTED OTHERWISE, DIMENSIONS ARE SHOWN IN MILLIMETERS.1.

7. VERIFY THE DIMENSIONS NECESSARY FOR PROPER EXECUTION OF THE

WORK. DISCREPANCIES MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF

THE CONTRACTING OFFICER.

8. DO NOT SCALE THE DRAWINGS, USE DIMENSIONS SHOWN. IF A REQUIRED

DIMENSION IS NOT SHOWN, CONTACT THE CONTRACTING OFFICER FOR

THE NECESSARY INFORMATION.

610 x 610 LAY-IN

CEILING

610 x 1220 LAY-IN

CEILING

610 x 1220 LAY-IN

LIGHT FIXTURE

610 x 610 LAY-IN

RETURN DIFFUSER

610 x 610 LAY-IN

SUPPLY DIFFUSER

150 RECESSED

LIGHT FIXTURE

SPEAKER

FIRE

PROTECTION

SPRINKLER HEAD

EXIT SIGN AND

DIRECTION

PENDANT LIGHT

FIXTURE - W/

BATTERY

SMALL SUPPLY

GRILL

ACCESS PANEL

S

AP

SMOKE

DETECTOR

SD

GYP. BOARD

CEILING

WALL MOUNTED

LIGHT FIXTURE

EXTERIOR WALL

MOUNTED

LIGHT FIXTURE

OR

610 x 1220 LAY-IN

LIGHT FIXTURE

- W/ BATTERY

PENDANT LIGHT

FIXTURE

1 HR. RATED

CEILING

2 HR. RATED

CEILING

1.

2.

CEILING FAN

OCCUPANCY

SENSOR

OS

610 x 610 LAY-IN

LIGHT FIXTURE

610 x 610 LAY-IN

LIGHT FIXTURE

- W/ BATTERY

SEE INTERIOR FINISH SCHEDULE AND REFLECTED CEILING PLANS FOR CEILING

TYPES AND FINISHES.

COORDINATE FIXTURE TYPES AND LOCATIONS WITH ELECTRICAL,

MECHANICAL, AND FIRE PROTECTION SHEETS.

GI101

P R

O J E

C A

T I O

N

M

A P

P M

A R

K S

P M

A R

K S c C

U L

L O

U G

H

J

O

N E

N O

N E

PROJECT

LOCATION

A1

PROJECT LOCATION MAP

AMERICA

AVENUE SITE

ACCESS &

HAUL ROUTE

GWANMUN

ROAD

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

A P

P R

O V

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W U

M D

A

100%, READY TO ADVERTISE

C A

R

R O

L L

K

O R

E A

F Y

U

M M

B

R

E P

L A

C E

M E

R

E H

O U

S E

A N

D

O

G

L I N

D E

O

R A

R

D F

S

T

D

I S

T R

I C

T

U N

J U

T B

D

A

S C

A L E

DIRECTORATE OF

PUBLIC WORKS (S320)

FIRESTATION (S323)

MAIN GATE #2

MAIN GATE #1

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WV

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WV

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GATE

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CP

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F/HYD

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CP

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CP

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GW

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5.UTILITIES SHOWN HEREON HAVE BEEN LOCATED FROM ABOVEGROUND

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VISIBLE EVIDENCE AND UNDERGROUND UTILITY MARKINGS. THE SURVEYOR

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MAKES NO GUARANTEE THAT THE UTILITIES SHOWN COMPRISE ALL SUCH

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UTILITIES IN THE AREA, EATHER IN SERVICE OR ABANDONED. THE SURVEYOR

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FURTHER DOES NOT WARRANT THAT THE UNDERGROUND UTILITIES SHOWN ARE

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IN THE EXACT LOCATION INDICATED. THE SURVEYOR DID NOT PHYSICALLY

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LOCATE THE UNDERGROUND UTILITY LINES BUT CONNECTED EITHER BETWEEN

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VISIBLE UTILITY MARKS IN ADDITION TO THE EXISTING INFORMATION.

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LPG

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SAN

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SD

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MAIN FUEL PIPING

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SANITARY SEWER PIPING

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NATURAL GAS PIPING

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STORM DRAIN PIPING

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APO AP 96205-5546

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TOPOGRAPHIC SURVEY

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DESCRIPTION

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DEPARTMENT OF ARMY

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COL, CORPS OF ENGINEERS,DISTRICT ENGINEER

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FAR EAST DISTRICT, CORPS OF ENGINEERS

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DRAWN BY:

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TRACED BY:

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CHECKED BY:

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SUBMITTED BY

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APPROVED :

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CHIEF DESIGN BRANCH

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APPROVED :

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DATE

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LOCATION :

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SYMBOL

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CHIEF, ENGINEERING DIVISON

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DRAWING NO:

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SHEET NO:

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OF

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REVISIONS

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DATE

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DRAWN

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CHK

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METRIC SCALE:

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G & EE NO :

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7. FLOOR ELEVATION OF BUILDING SHOWN AS

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IFEL: A SPOT ELEVATION OF FLOOR INTERIOR DOOR ENTRANCE

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EFEL: A SPOT ELEVATION ON THE EXTERIOR OF DOOR ENTRANCE

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(IF DOOR LOCKED WHILE SURVEY)

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8. DESIGNER INCLUDING A/E SHOULD CONFIRM THE FLOOR ELEVATION

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OF BUILDING.

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CONCRETE (A.C) PAVED ROAD W/CURB

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GROUTED STONE OPEN DITCH W/DIRECTION OF FLOW

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U/G TELEPHONE CABLE W/MARKER POST & MANHOLE

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POWER & TELEPHONE LINE W/POLE & GUY WIRE

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ABOVE GROUND(A/G) AND UNDERGROUND(U/G) FUEL TANK

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U/G ELECTRICAL CABLE W/MARKER LIGHT & MANHOLE

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BOREHOLE LOCATION

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SURVEY CONTROL POINT

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DIRT ROAD

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CONC.OPEN DITCH

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CONC.COVERED DITCH

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CULVERT W/HEADWALL

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SEPTIC TANK

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GREASE TRAP

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ASPHALT

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BUILDING

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POL/WT

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RW

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RAW WATER LINE W/DIRECTION

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METAL PANEL REVETMENT

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TRANSFORMER

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RICE PADDY

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DRY FARM

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WATER LEVEL

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GRAVE & CEMETERY

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CMU WALL FENCE

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MORTARED STONE WALL

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SWAMP AREA

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ELEVATION

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EFEL

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SP

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CONTOUR LINE

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RAIL ROAD

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BRIDGE

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SPOT ELEVATION

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WOODEN FENCE

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DECIDUOUS TREE W/DIAMETER(INCH)

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GSP

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GALVANIZED STEEL PIPE

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CORRUGATED METAL PIPE

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CMP

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CONC.SLAB & CONC.SIDEWALK W/STEPS

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DRAIN LINE W/MANHOLE OR CATCH BASIN

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SEWER LINE W/MANHOLE & CLEAN-OUT

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WATER LINE W/VALVE OR VALVE MANHOLE

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WATER LINE W/AIR & VACUUM RELIEF VALVE

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WATER WELL & WATER TANK / POL TANK

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OVERHEAD SECONDARY LINE (SP) W/POLE

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OF FLOW

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EVERGREEN TREE W/DIAMETER(INCH)

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WATER VALVE W/ FIRE HYDRANT

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PP T

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CONC.(CP) OR WOODEN POLE(WP)

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MONITORING WELL

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GENERALIZED SOIL PROFILE

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PSP

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PERFORATED STEEL PLATE

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IFEL

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A SPOT ELEVATION OF FLOOR INTERIOR DOOR ENTRANCE

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A SPOT ELEVATION ON THE EXTERIOR OF DOOR ENTRANCE

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CHAIN LINK FENCE W/GUARD RAIL

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28 DEC 2018

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4. THE ORIGINAL FIELD SURVEY FOR PROJECT WAS COMPLETED 27 DEC 2018

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CP CARROLL

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HORIZONTAL AND VERTICAL CONTROLS BASED ON

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1. WGS84(ITRF1997), UTM ZONE 52, COORDINATE SYSTEM. 2. ELEVATIONS ARE MEAN SEA LEVEL.

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6. ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN CALLOUTS/NOTES ARE IN

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MILLIMETERS UNLESS OTHERWISE NOTED.

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COMM

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TR

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TR

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FY18PN89965V-SP009X

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957 EFEL 36.60

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EMH TOP 35.59

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EMH TOP 36.63

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"21"N:3983260.734E:447282.185EL:36.729

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"22"N:3983168.440E:447231.660EL:36.415

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FY18 MILCON PN89965, CONSTRUCT BLDG 832 REPLACEMENT

AutoCAD SHX Text W150mm

AutoCAD SHX Text W150mm

AutoCAD SHX Text 50mm

AutoCAD SHX Text E

AutoCAD SHX Text

EMH TOP 34.76

AutoCAD SHX Text 34.76

AutoCAD SHX Text

KIM, KYONG-HWAN CHONG, CHIN-HO

AutoCAD SHX Text D100

AutoCAD SHX Text C

AutoCAD SHX Text

CP

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text

CP

AutoCAD SHX Text D200

AutoCAD SHX Text

CP

AutoCAD SHX Text

CP

AutoCAD SHX Text

GW

AutoCAD SHX Text

CP

AutoCAD SHX Text D100

AutoCAD SHX Text D300

AutoCAD SHX Text D300

AutoCAD SHX Text D300

AutoCAD SHX Text G

AutoCAD SHX Text D100

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

CP

AutoCAD SHX Text D200

AutoCAD SHX Text D200

AutoCAD SHX Text

CP

AutoCAD SHX Text D200

AutoCAD SHX Text S

AutoCAD SHX Text D200

AutoCAD SHX Text D100

AutoCAD SHX Text 36.74

AutoCAD SHX Text 37.45

AutoCAD SHX Text 37.59

AutoCAD SHX Text 36.31

AutoCAD SHX Text 36.48

AutoCAD SHX Text 36.54

AutoCAD SHX Text 37.41

AutoCAD SHX Text 36.26

AutoCAD SHX Text 36.45

AutoCAD SHX Text 36.57

AutoCAD SHX Text 34.27

AutoCAD SHX Text 36.28

AutoCAD SHX Text 36.41

AutoCAD SHX Text 37.12

AutoCAD SHX Text 36.95

AutoCAD SHX Text 36.12

AutoCAD SHX Text 35.23

AutoCAD SHX Text 37.28

AutoCAD SHX Text 35.98

AutoCAD SHX Text 37.06

AutoCAD SHX Text 37.55

AutoCAD SHX Text 36.97

AutoCAD SHX Text 36.36

AutoCAD SHX Text 37.00

AutoCAD SHX Text 36.59

AutoCAD SHX Text 36.45

AutoCAD SHX Text 36.34

AutoCAD SHX Text 36.59

AutoCAD SHX Text 35.45

AutoCAD SHX Text 35.20

AutoCAD SHX Text 36.62

AutoCAD SHX Text 36.34

AutoCAD SHX Text 37.30

AutoCAD SHX Text 37.01

AutoCAD SHX Text 37.02

AutoCAD SHX Text 37.53

AutoCAD SHX Text 35.16

AutoCAD SHX Text 37.41

AutoCAD SHX Text 35.48

AutoCAD SHX Text 37.11

AutoCAD SHX Text 37.63

AutoCAD SHX Text 36.48

AutoCAD SHX Text 36.93

AutoCAD SHX Text 36.28

AutoCAD SHX Text 37.13

AutoCAD SHX Text 36.63

AutoCAD SHX Text 34.73

AutoCAD SHX Text 36.53

AutoCAD SHX Text 36.26

AutoCAD SHX Text 36.75

AutoCAD SHX Text 36.59

AutoCAD SHX Text 35.42

AutoCAD SHX Text 35.18

AutoCAD SHX Text 36.55

AutoCAD SHX Text 36.67

AutoCAD SHX Text 37.19

AutoCAD SHX Text 36.45

AutoCAD SHX Text 35.26

AutoCAD SHX Text 36.99

AutoCAD SHX Text 37.60

AutoCAD SHX Text 37.03

AutoCAD SHX Text 37.50

AutoCAD SHX Text 36.47

AutoCAD SHX Text 36.49

AutoCAD SHX Text 37.70

AutoCAD SHX Text 36.22

AutoCAD SHX Text 37.73

AutoCAD SHX Text 36.54

AutoCAD SHX Text 34.87

AutoCAD SHX Text 37.49

AutoCAD SHX Text 36.29

AutoCAD SHX Text 36.84

AutoCAD SHX Text 36.52

AutoCAD SHX Text 35.50

AutoCAD SHX Text 35.18

AutoCAD SHX Text 36.67

AutoCAD SHX Text 36.31

AutoCAD SHX Text 37.27

AutoCAD SHX Text 36.46

AutoCAD SHX Text 36.22

AutoCAD SHX Text 36.45

AutoCAD SHX Text 37.04

AutoCAD SHX Text 35.89

AutoCAD SHX Text 37.40

AutoCAD SHX Text 37.59

AutoCAD SHX Text 37.03

AutoCAD SHX Text 37.52

AutoCAD SHX Text 36.48

AutoCAD SHX Text 37.07

AutoCAD SHX Text 36.21

AutoCAD SHX Text 37.79

AutoCAD SHX Text 36.36

AutoCAD SHX Text 35.75

AutoCAD SHX Text 34.50

AutoCAD SHX Text 36.15

AutoCAD SHX Text 36.28

AutoCAD SHX Text 36.92

AutoCAD SHX Text 36.65

AutoCAD SHX Text 35.46

AutoCAD SHX Text 35.36

AutoCAD SHX Text 36.72

AutoCAD SHX Text 36.14

AutoCAD SHX Text 37.38

AutoCAD SHX Text 36.02

AutoCAD SHX Text 37.07

AutoCAD SHX Text 37.41

AutoCAD SHX Text 37.60

AutoCAD SHX Text 36.92

AutoCAD SHX Text 37.64

AutoCAD SHX Text 35.59

AutoCAD SHX Text 36.59

AutoCAD SHX Text 37.67

AutoCAD SHX Text 36.24

AutoCAD SHX Text 35.77

AutoCAD SHX Text 35.01

AutoCAD SHX Text 36.36

AutoCAD SHX Text 36.06

AutoCAD SHX Text 37.11

AutoCAD SHX Text 36.58

AutoCAD SHX Text 35.38

AutoCAD SHX Text 36.75

AutoCAD SHX Text 36.31

AutoCAD SHX Text 37.38

AutoCAD SHX Text 36.27

AutoCAD SHX Text 35.99

AutoCAD SHX Text 37.21

AutoCAD SHX Text 37.38

AutoCAD SHX Text 37.54

AutoCAD SHX Text 36.95

AutoCAD SHX Text 37.46

AutoCAD SHX Text 36.98

AutoCAD SHX Text 36.34

AutoCAD SHX Text 35.90

AutoCAD SHX Text 35.59

AutoCAD SHX Text 34.41

AutoCAD SHX Text 36.31

AutoCAD SHX Text 36.26

AutoCAD SHX Text 37.46

AutoCAD SHX Text 36.62

AutoCAD SHX Text 35.34

AutoCAD SHX Text 37.03

AutoCAD SHX Text 36.20

AutoCAD SHX Text 37.31

AutoCAD SHX Text 36.28

AutoCAD SHX Text 37.73

AutoCAD SHX Text 35.22

AutoCAD SHX Text 37.48

AutoCAD SHX Text 36.01

AutoCAD SHX Text 37.51

AutoCAD SHX Text 37.59

AutoCAD SHX Text 37.47

AutoCAD SHX Text 36.94

AutoCAD SHX Text 37.51

AutoCAD SHX Text 36.92

AutoCAD SHX Text 36.45

AutoCAD SHX Text 36.32

AutoCAD SHX Text 36.07

AutoCAD SHX Text 36.33

AutoCAD SHX Text 35.62

AutoCAD SHX Text 35.11

AutoCAD SHX Text 37.59

AutoCAD SHX Text 36.22

AutoCAD SHX Text 36.37

AutoCAD SHX Text 36.55

AutoCAD SHX Text 36.94

AutoCAD SHX Text 36.92

AutoCAD SHX Text 35.38

AutoCAD SHX Text 37.17

AutoCAD SHX Text 37.23

AutoCAD SHX Text 37.61

AutoCAD SHX Text 37.60

AutoCAD SHX Text 36.89

AutoCAD SHX Text 37.20

AutoCAD SHX Text 36.34

AutoCAD SHX Text 36.07

AutoCAD SHX Text 36.62

AutoCAD SHX Text 35.85

AutoCAD SHX Text 34.79

AutoCAD SHX Text 36.38

AutoCAD SHX Text 36.38

AutoCAD SHX Text 36.45

AutoCAD SHX Text 36.58

AutoCAD SHX Text 37.10

AutoCAD SHX Text 36.92

AutoCAD SHX Text 37.35

AutoCAD SHX Text 35.91

AutoCAD SHX Text 37.05

AutoCAD SHX Text 35.15

AutoCAD SHX Text 37.20

AutoCAD SHX Text 37.57

AutoCAD SHX Text 36.94

AutoCAD SHX Text 37.65

AutoCAD SHX Text 36.94

AutoCAD SHX Text 37.05

AutoCAD SHX Text 36.25

AutoCAD SHX Text 36.51

AutoCAD SHX Text 36.63

AutoCAD SHX Text 35.48

AutoCAD SHX Text 34.85

AutoCAD SHX Text 36.41

AutoCAD SHX Text 36.40

AutoCAD SHX Text 36.29

AutoCAD SHX Text 36.68

AutoCAD SHX Text 37.14

AutoCAD SHX Text 36.94

AutoCAD SHX Text 36.09

AutoCAD SHX Text 35.92

AutoCAD SHX Text 37.17

AutoCAD SHX Text 35.99

AutoCAD SHX Text 37.11

AutoCAD SHX Text 37.70

AutoCAD SHX Text 36.96

AutoCAD SHX Text 37.51

AutoCAD SHX Text 36.87

AutoCAD SHX Text

TMH TOP 37.41

AutoCAD SHX Text

FEL 36.45

AutoCAD SHX Text

AutoCAD SHX Text

HEADWALL TOP 36.47 INV 35.38

AutoCAD SHX Text

TMH TOP 36.96

AutoCAD SHX Text

HEADWALL TOP 36.62 INV 35.59

AutoCAD SHX Text

GMH TOP 37.47

AutoCAD SHX Text

TMH TOP 37.75

AutoCAD SHX Text 37.45

AutoCAD SHX Text

DMH TOP 36.90 INV 35.68

AutoCAD SHX Text

SHED

AutoCAD SHX Text 37.44

AutoCAD SHX Text 37.45

AutoCAD SHX Text 37.45

AutoCAD SHX Text 37.48

AutoCAD SHX Text 37.47

AutoCAD SHX Text 37.43

AutoCAD SHX Text C

AutoCAD SHX Text

SMH TOP 36.51 INV 32.65 OUT 32.62

AutoCAD SHX Text

3-50KVA

AutoCAD SHX Text

SMH TOP 34.73 INV 32.43 INV 32.41 INV 31.86 OUT 31.82

AutoCAD SHX Text

450PVC

AutoCAD SHX Text

3-25KVA

AutoCAD SHX Text

900CMP

AutoCAD SHX Text

200PVC

AutoCAD SHX Text

A.C PAVED ROAD

AutoCAD SHX Text

700CP

AutoCAD SHX Text

GATE

AutoCAD SHX Text

SMH TOP 36.63 INV 35.38 INV 34.98 OUT 34.83

AutoCAD SHX Text

200PVC

AutoCAD SHX Text

200PVC

AutoCAD SHX Text

F/HYD

AutoCAD SHX Text

WV

AutoCAD SHX Text W

AutoCAD SHX Text

WV

AutoCAD SHX Text W

AutoCAD SHX Text

F/HYD

AutoCAD SHX Text

AutoCAD SHX Text

WV

AutoCAD SHX Text W

AutoCAD SHX Text

WV

AutoCAD SHX Text W

AutoCAD SHX Text

DMH TOP 36.89 INV 35.15

AutoCAD SHX Text

AutoCAD SHX Text 36.00

AutoCAD SHX Text 37.69

AutoCAD SHX Text 35.36

AutoCAD SHX Text 35.79

AutoCAD SHX Text 35.46

AutoCAD SHX Text 36.44

AutoCAD SHX Text 34.03

AutoCAD SHX Text 35.00

AutoCAD SHX Text 36.79

AutoCAD SHX Text 36.11

AutoCAD SHX Text 35.90

AutoCAD SHX Text 36.93

AutoCAD SHX Text 36.62

AutoCAD SHX Text 36.61

AutoCAD SHX Text 34.66

AutoCAD SHX Text 35.47

AutoCAD SHX Text 35.88

AutoCAD SHX Text 35.58

AutoCAD SHX Text 36.34

AutoCAD SHX Text 36.60

AutoCAD SHX Text 36.27

AutoCAD SHX Text 37.56

AutoCAD SHX Text 36.23

AutoCAD SHX Text 35.02

AutoCAD SHX Text 35.78

AutoCAD SHX Text 35.82

AutoCAD SHX Text 36.65

AutoCAD SHX Text 33.98

AutoCAD SHX Text 35.23

AutoCAD SHX Text 36.42

AutoCAD SHX Text 36.00

AutoCAD SHX Text 35.92

AutoCAD SHX Text 36.81

AutoCAD SHX Text 36.50

AutoCAD SHX Text 34.34

AutoCAD SHX Text 35.34

AutoCAD SHX Text 35.15

AutoCAD SHX Text 35.75

AutoCAD SHX Text 35.70

AutoCAD SHX Text 36.22

AutoCAD SHX Text 36.78

AutoCAD SHX Text 36.59

AutoCAD SHX Text 35.88

AutoCAD SHX Text 37.21

AutoCAD SHX Text 36.79

AutoCAD SHX Text 35.26

AutoCAD SHX Text 36.12

AutoCAD SHX Text 35.39

AutoCAD SHX Text 36.53

AutoCAD SHX Text 34.33

AutoCAD SHX Text 35.28

AutoCAD SHX Text 36.44

AutoCAD SHX Text 35.89

AutoCAD SHX Text 35.88

AutoCAD SHX Text 36.82

AutoCAD SHX Text 36.37

AutoCAD SHX Text 34.87

AutoCAD SHX Text 35.55

AutoCAD SHX Text 35.30

AutoCAD SHX Text 35.99

AutoCAD SHX Text 35.71

AutoCAD SHX Text 36.43

AutoCAD SHX Text 36.62

AutoCAD SHX Text 36.48

AutoCAD SHX Text 36.19

AutoCAD SHX Text 37.04

AutoCAD SHX Text 36.80

AutoCAD SHX Text 34.94

AutoCAD SHX Text 35.81

AutoCAD SHX Text 35.72

AutoCAD SHX Text 36.21

AutoCAD SHX Text 34.20

AutoCAD SHX Text 35.38

AutoCAD SHX Text 36.82

AutoCAD SHX Text 36.01

AutoCAD SHX Text 36.00

AutoCAD SHX Text 36.89

AutoCAD SHX Text 36.23

AutoCAD SHX Text 34.86

AutoCAD SHX Text 35.38

AutoCAD SHX Text 35.30

AutoCAD SHX Text 35.84

AutoCAD SHX Text 35.79

AutoCAD SHX Text 36.30

AutoCAD SHX Text 36.27

AutoCAD SHX Text 36.71

AutoCAD SHX Text 35.80

AutoCAD SHX Text 36.96

AutoCAD SHX Text 36.79

AutoCAD SHX Text 35.17

AutoCAD SHX Text 36.04

AutoCAD SHX Text 35.29

AutoCAD SHX Text 36.38

AutoCAD SHX Text 35.56

AutoCAD SHX Text 35.57

AutoCAD SHX Text 36.95

AutoCAD SHX Text 35.79

AutoCAD SHX Text 36.19

AutoCAD SHX Text 35.95

AutoCAD SHX Text 34.84

AutoCAD SHX Text 35.64

AutoCAD SHX Text 36.08

AutoCAD SHX Text 35.94

AutoCAD SHX Text 36.51

AutoCAD SHX Text 36.59

AutoCAD SHX Text 36.83

AutoCAD SHX Text 36.36

AutoCAD SHX Text 36.09

AutoCAD SHX Text 36.91

AutoCAD SHX Text 36.65

AutoCAD SHX Text 35.09

AutoCAD SHX Text 36.28

AutoCAD SHX Text 35.61

AutoCAD SHX Text 36.24

AutoCAD SHX Text 34.45

AutoCAD SHX Text 34.82

AutoCAD SHX Text 36.96

AutoCAD SHX Text 35.68

AutoCAD SHX Text 35.34

AutoCAD SHX Text 35.78

AutoCAD SHX Text 34.94

AutoCAD SHX Text 35.48

AutoCAD SHX Text 35.25

AutoCAD SHX Text 35.90

AutoCAD SHX Text 35.94

AutoCAD SHX Text 36.38

AutoCAD SHX Text 36.51

AutoCAD SHX Text 36.67

AutoCAD SHX Text 35.69

AutoCAD SHX Text 36.93

AutoCAD SHX Text 36.86

AutoCAD SHX Text 34.76

AutoCAD SHX Text 36.28

AutoCAD SHX Text 35.19

AutoCAD SHX Text 36.21

AutoCAD SHX Text 35.88

AutoCAD SHX Text 35.58

AutoCAD SHX Text 37.02

AutoCAD SHX Text 35.61

AutoCAD SHX Text 36.20

AutoCAD SHX Text 35.62

AutoCAD SHX Text 34.85

AutoCAD SHX Text 35.72

AutoCAD SHX Text 35.44

AutoCAD SHX Text 36.17

AutoCAD SHX Text 35.96

AutoCAD SHX Text 36.59

AutoCAD SHX Text 36.80

AutoCAD SHX Text 36.37

AutoCAD SHX Text 36.01

AutoCAD SHX Text 36.65

AutoCAD SHX Text 36.79

AutoCAD SHX Text 34.87

AutoCAD SHX Text 36.28

AutoCAD SHX Text 35.53

AutoCAD SHX Text 36.20

AutoCAD SHX Text 35.59

AutoCAD SHX Text 35.74

AutoCAD SHX Text 36.89

AutoCAD SHX Text 36.94

AutoCAD SHX Text 35.49

AutoCAD SHX Text 34.81

AutoCAD SHX Text 35.57

AutoCAD SHX Text 35.51

AutoCAD SHX Text 36.07

AutoCAD SHX Text 36.11

AutoCAD SHX Text 36.48

AutoCAD SHX Text 36.46

AutoCAD SHX Text 36.22

AutoCAD SHX Text 36.69

AutoCAD SHX Text 35.57

AutoCAD SHX Text 36.84

AutoCAD SHX Text 33.94

AutoCAD SHX Text 35.02

AutoCAD SHX Text 35.11

AutoCAD SHX Text 36.14

AutoCAD SHX Text 36.04

AutoCAD SHX Text 35.77

AutoCAD SHX Text 36.95

AutoCAD SHX Text 36.82

AutoCAD SHX Text 34.56

AutoCAD SHX Text 35.40

AutoCAD SHX Text 34.88

AutoCAD SHX Text 35.79

AutoCAD SHX Text 35.59

AutoCAD SHX Text 36.27

AutoCAD SHX Text 36.27

AutoCAD SHX Text 36.70

AutoCAD SHX Text 36.52

AutoCAD SHX Text 36.19

AutoCAD SHX Text 36.34

AutoCAD SHX Text 35.91

AutoCAD SHX Text 36.76

AutoCAD SHX Text 35.05

AutoCAD SHX Text 34.96

AutoCAD SHX Text 36.82

AutoCAD SHX Text 35.44

AutoCAD SHX Text 36.26

AutoCAD SHX Text 35.65

AutoCAD SHX Text 35.75

AutoCAD SHX Text 36.95

AutoCAD SHX Text 36.71

AutoCAD SHX Text 34.37

AutoCAD SHX Text 35.24

AutoCAD SHX Text 35.66

AutoCAD SHX Text 35.61

AutoCAD SHX Text 36.12

AutoCAD SHX Text 36.23

AutoCAD SHX Text 36.78

AutoCAD SHX Text 36.39

AutoCAD SHX Text 36.08

AutoCAD SHX Text 36.39

AutoCAD SHX Text

TR

AutoCAD SHX Text

TR

AutoCAD SHX Text

TR

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PARKING LOT AC PAVED

AutoCAD SHX Text N3983400

AutoCAD SHX Text E447300

AutoCAD SHX Text N3983450

AutoCAD SHX Text E447300

AutoCAD SHX Text N3983500

AutoCAD SHX Text E447300

AutoCAD SHX Text N3983400

AutoCAD SHX Text E447350

AutoCAD SHX Text N3983450

AutoCAD SHX Text E447350

AutoCAD SHX Text N3983500

AutoCAD SHX Text E447350

AutoCAD SHX Text N3983400

AutoCAD SHX Text E447400

AutoCAD SHX Text N3983450

AutoCAD SHX Text E447400

AutoCAD SHX Text N3983500

AutoCAD SHX Text E447400

AutoCAD SHX Text N3983400

AutoCAD SHX Text E447450

AutoCAD SHX Text N3983450

AutoCAD SHX Text E447450

AutoCAD SHX Text N3983500

AutoCAD SHX Text E447450

N: 3983461.063

E: 447357.902

POST INDICATOR

VALVE. DET A1, CU503

N: 3983462.399

E: 447357.110

GATE VALVE

DET A1, CU501

E E

E E

E E

E E E E

H

H

H

CO

S

BUILDING CORNER

N: 3983435.078

E: 447362.216

BUILDING CORNER

N: 3983449.252

E: 447362.216

BUIILDING CORNER

N:3983457.817

E: 447400.458

BUIILDING CORNER

N:3983450.400

E: 447392.126

N: 3983417.043

E: 447370.801

SEWER MANHOLE ON

EXISTING SEWER MAIN

W/ DROP CONNECTION.

DETAILS ON CU502.

BUILDING CORNER

N: 3983441.43

E: 447377.05

N: 3983463.132

E: 447361.391

FIRE HYDRANT,

DET D1, CU503

M

I S

S

I S

S

I P

P

I

A

V

E

NOTES:

1. TOPOGRAPHIC SURVEY PROVIDED BY DEPARTMENT OF ARMY, FAR EAST DISTRICT,

CORPS OF ENGINEERS. DRAWING NUMBER FY18PN89965V-SP009X DATED DEC 2018.

REFER TO THAT DRAWING FOR SURVEY CONTROL.

2. GEOTECHNICAL DATA BASED ON FOUNDATION RECOMMENDATIONS AND

PAVEMENT DESIGN REPORT TO THE FY 18 MILCON PN89965 CONSTRUCT BUILDING

832 REPLACEMENT WAREHOUSE, CAMP CARROLL, DOREA (G&EE PROJECT

19-009G/REPORT G2019-015) DATED 19 APRIL 2019 BY GEOTECHNICAL AND

ENVIRONMENTAL ENGINEERING BRANCH FAR EAST DISTRICT, CORPS OF

ENGINEERS.

3. WATERLINE

A. PROVIDE THRUST BLOCKS IN ACCORDANCE WITH DETAIL E6, CU501 AT ALL

VERTICAL AND HORIZONTAL BENDS IN WATERLINE.

B-832

B-832

E

V E

N O

T

O

N E

D

S

C H

M I D

T

C-001

S I T

E

P

L A

N

O

N E

A1

SITE PLAN

SCALE: 1:250

EXST DOMESTIC WATER, 150 NOM DIA, MATL

UNKNOWN

NEW 200 WATER

50 WATER CONNECTION

NOTE: LIGHT POLES AND

BURIED ELECTRICAL

EXIST IN THIS AREA

PROTECT FENCE IN

PLACE

E

REFER TO ELECTRICAL SITE

DRAWING

NEW PLAIN JOINTED CONC PVMT,

DET E4, CP501

INSTALL MECHANICAL TEE AND GATE VALVE.

DET C8, CU503

B19-097

B19-098

DOUBLE SEWER CLEANOUT,

DET E5, CU502

GENERAL NOTES:

1. VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS AT THE PROJECT SITE

ORIENTATION PRIOR TO SUBMISSION OF CONTRACT PROPOSAL.

2. REPAIR AND/OR RESTORATION AT THE CONTRACTOR'S EXPENSE OF ANY ITEMS

DAMAGED BY DISMANTLING, DEMOLISHING, OR REMOVING TO THEIR ORIGINAL

CONDITION TO THE SATISFACTION OF THE CONTRACTING OFFICER.

3. GRADE AND CLEAR/REROUTE ALL NATURAL OBSTRUCTIONS, SUCH AS

UNDERGROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER ITEMS WHICH

WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

4. PROVIDE TEMPORARY ACCESS ROAD AND DETOUR ROAD FOR VEHICLES DURING

CONSTRUCTION PERIOD IF REQUIRED.

5. RESTORE AND/OR REESTABLISH SURVEY MONUMENTS AND OTHER UTILITY

MARKERS IN THE PROJECT LIMIT.

6. PROVIDE ANY NECESSARY RESOURCES INCLUDING FALSEWORK SUCH AS

FORMWORKS AND SHORING WITHOUT ANY ADDITIONAL COST.

7. DISPOSE WASTE MATERIALS OUTSIDE U.S. GOVERNMENT LEASED PROPERTY IN

ACCORDANCE WITH LOCAL LAWS AND REGULATIONS.

8. PROVIDE, INSTALL, AND MAINTAIN ALL NECESSARY SIGNS, LIGHTS, FLARES,

BARRICADES, MARKERS, CONES, AND OTHER PROTECTIVE FACILITIES AND TAKE

ALL NECESSARY PRECAUTIONS FOR THE PROTECTION AND SAFETY OF THE PUBLIC

AND/OR MILITARY TRAFFIC AND OPERATIONS.

9. UNLESS OTHERWISE NOTED ALL DIMENSIONS ARE IN METERS AND STATIONS AND

ELEVATIONS ARE IN METERS.

10. COORDINATE ANY SALVAGEABLE/RECYCLABLE MATERIALS WITHIN PROJECT LIMIT

WITH C.O.R. CAREFULLY TO DETERMINE PROPER MATERIAL HANDLING METHODS.

100 BUILDING CONNECTION SEWER

DOOR PAD

DOOR PAD

CIVIL LEGEND:

BORING LOCATION, SEE BB101

WATER VALVE

FIRE HYDRANT

B19-098

WATER LINE

FIRE WATER LINE

SANITARY SEWER LINE

W/ MANHOLE

SECONDARY ELECTRICAL LINE

ELECTRICAL/COMMUNICATIONS

HANDHOLE

W

FW

S

E

H

S

B-832A

CHAIN LINK SWING GATE

CHAIN LINK FENCING, SEE DET ON SHT CS501

3.05 2.84

2.84

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

A P

P R

O V

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W U

M D

A

100%, READY TO ADVERTISE

C A

R

R O

L L

K

O R

E A

F Y

U

M M

B

R

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L A

C E

M E

R

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D

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L I N

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D F

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T

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T R

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T

U N

J U

T B

D

A

S C

A L E

1:250

10 5 10

A M

E R

I C

A

A

V E

UNLESS NOTED OTHERWISE,

DIMENSIONS SHOWN ARE IN METERS

ABANDONED FORCED MAIN INSTALLATION

STAFF UNABLE TO LOCATE OR PROVIDE

RECORDS VERIFY PIPE EXISTENCE AND

ABANDONMENT TO STATISFACTION OF

CONTRACTING OFFICER PRIOR TO STARTING

FOUNDATIONS

CO

FF=37.000

FF=36.600

36.789

36.789

36.789

36.552

36.589

36.641

36.737

36.700

36.878

36.541

36.556

36.626

36.691

35.877 35.800

35.708

35.810

35.650

36.943

36.943

36.177

36.181

36.121

36.125

36.485

36.468

-8.00%

36.75

36.50

36.25

36.75

.0

37.0

36.674

36.578

36.357

36.997

36.982

37.000

37.000

-1.50%

B-832

E

V E

N O

T

O

N E

D

S

C H

M I D

T

CG001

S I T

E

G

R A

D I N

G

P

L A

N

O

N E

A1

SITE GRADING PLAN

SCALE: 1:250

CG301

A1

C G

D

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

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N

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B

Y

D R

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B

Y

I S

S U

E

D

A T

E

SHEET ID

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C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

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W U

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100%, READY TO ADVERTISE

C A

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L A

C E

M E

R

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D

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L I N

D E

O

R A

R

D F

S

T

D

I S

T R

I C

T

U N

J U

T B

D

A

S C

A L E

C G

D

1:250

10 5 10

UNLESS NOTED OTHERWISE,

DIMENSIONS SHOWN ARE IN METERS

0 1 2 3 4 5 6 7 8 9 10111213141516171819202122232425262728293031323334350-1-2-3-4-5-6-7-8-9-10-11-12-13-14-15-16

BUILDING FFE

EL. 37.000

PROPOSED GRADE

EXISTING GROUND

E L

E L

E L

E L

E L

E L

E L

E L

REFER TO STRUCTURAL

DRAWINGS FOR FOUNDATION

& BUILDING FLOOR SLAB

PCC PAVEMENT SECTION

DET E4 SHT CP501

ABA COMPLIANT

ACCESS 4.50m

0 1 2 3 4 5 6 7 8 9 1011121314151617180-1-2-3-4-5-6-7-8-9-10-11-12-13-14-15-16-17-18-19-20-21

BUILDING FFE

EL. 37.000

PROPOSED GRADE

EXISTING GRADE

E L

E L

E L

E L

3.05m

SIDEWALK

MATCH PCCP

JOINT

REFER TO STRUCTURAL

DRAWINGS FOR FOUNDATION

& BUILDING FLOOR SLAB

PCC PAVEMENT SECTION

DET E4, SHT CP501

MATCH PCCP JOINT

m m

0 1 2 3 4 5 6 7 8 9 1011121314151617180-1-2-3-4-5-6-7-8-9-10-11-12-13-14-15-16-17-18-19-20-21

BUILDING FFE

EL. 36.600

E L

E L

E L

EL. 36.314

PROPOSED GRADE

EXISTING GROUND

m m

REFER TO STRUCTURAL

DRAWINGS FOR FOUNDATION

& BUILDING FLOOR SLAB

PCC PAVEMENT SECTION

DET E4, SHT CP501

B-832

E

V E

N O

T

O

N E

D

S

C H

M I D

T

T

E D

CG301

S I T

E

G

R A

D I N

G

S

E C

T I O

N S

E

V E

N O

T

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

A P

P R

O V

D A

T E

C O

N T

R A

C H

E C

K E

D

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Y

D R

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N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W U

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A

100%, READY TO ADVERTISE

C A

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R O

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K

O R

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F Y

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M M

B

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E P

L A

C E

M E

R

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S E

A N

D

O

G

L I N

D E

O

R A

R

D F

S

T

D

I S

T R

I C

T

U N

J U

T B

D

A

S C

A L E

5 0 5 10 15

1:200

1 .50 0

1:20

D1

NORTH TO SOUTH B832 GRADING SECTION

SCALE: 1:200

HORIZ

VERT

5 0 5 10 15

1:200

1 .50 0

1:20

HORIZ

VERT

D6

NORTH TO SOUTH B832A GRADING SECTION

SCALE: 1:200

5 0 5 10 15

1:200

1 .50 0

1:20

HORIZ

VERT

A1

WEST TO EAST SITE GRADING SECTION

SCALE: 1:200

RR

R

R

R R R

R

R

R

R

R

R

R

R R

R

R

R R

R

R

R R

R

R

R

R

R

R R

R

R

R

R

R

R R

R

R

R

R

R

R R

R

R

R

R

R

R

R

R

R

R

4.50m

5.4817m

4.50m

4.50m m m m m m m m m m m m

CO

m m m m m m m m

5.41m

4.06m

4.09m

4.11m

4.14m

4.19m

4.50m m m m m

2.64m

3.05m

3.33m

2.79m

2.65m

2.52m

2.38m

2.24m

4.50m4.50m4.50m

3.11m m m m m m m m m m m

4.50m

4.50m

4.50m

4.50m

4.50m

4.50m 4.16m

4.50m

4.48m

2.97m m m m

R R

R

R R

4.50m

4.50m

1.86m m m

B-832

E

V E

N O

T

O

N E

D

S

C H

M I D

T

CP001

S I T

E

P

A V

I N

G

P

L A

N

O

N E

A1

SITE PAVING PLAN

SCALE: 1:250

CIVIL LEGEND:

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

A P

P R

O V

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W U

M D

A

100%, READY TO ADVERTISE

C A

R

R O

L L

K

O R

E A

F Y

U

M M

B

R

E P

L A

C E

M E

R

E H

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D

O

G

L I N

D E

O

R A

R

D F

S

T

D

I S

T R

I C

T

U N

J U

T B

D

A

S C

A L E

1:250

10 5 10

CONSTRUCTION JOINT SEE DET D1 SHT CP501

DOWELED CONTROL JOINT SEE DET C6 SHT CP502

EXPANSION JOINT SEE DET C1 SHT CP502

R

REINFORCED PANEL SEE SHEET CP503

B-832

B-832A

OUTSIDE EDGE OF

FOUNDATION

12 EXPANSION JOINT

MATERIAL

FLOOR ELEVATION

12 MAX RADIUS

N

REMOVE ALL FIN MARKS

FROM JOINTING TOOL

6 MAX

M

I N

12 EXPANSION

JOINT MATERIAL

6 RADIUS

200 PLAIN-JOINTED PCCP

100 BASE COURSE

100 RAPID DRAIN MATERIAL

WWF REINF WHERE REQUIRED

REFER TO SHT CP503 FOR DETAILS

SCARIFY AND RECOMPACT

100 SEPARATION LAYER

13 FORMED CONCRETE

COORDINATE WITH BUILDING ACCENT

COLOR

150 DIAMETER- SCHEDULE 40 STEEL PIPE

FILLED WITH CONCRETE

25 CROWN

GRADE SURFACE

CONCRETE FOOTING

450 DIA

(MIN)

13 EXPANSION JOINT MATERIAL AT

CONCRETE SLAB/PAVEMENT.

EXISTING PAVEMENT

NEW PAVEMENT

DRILL & GROUT 25 DIA

OF DOWEL

THIS END

DOWEL 300 OC

PAINT & OIL

DOWELED JOINT BETWEEN NEW

AND EXISTING PAVEMENT

SEE JOINT SEALANT

SEE SHEET CP502

TO NEAREST JOINT BUT

75 MIN.

SEE JOINT SEALANT

SHEET CP502

NOT LESS THAN 1524

D4

SIDEWALK SAWED CONTROL JOINT

SCALE: NTS

F4

SIDEWALK HAND TOOLED CONTROL JOINT

SCALE: NTS

C4

SIDEWALK EXPANSION JOINT

SCALE: NTS

E4

PCC PAVEMENT SECTION

SCALE: NTS

A4

SIDEWALK APPROACH SLAB AT BUILDING

SCALE: NTS

B4

SIDEWALK ABUTTING UNPAVED AREAS

SCALE: NTS

B-832

CP501

C I V

T

E

A

V

I N

G

S I T

E

A

A

D W

T

A I L

S

O

N E

B

R

I L E

Y

E

V E

N O

T

O

N E

T

E D

D6

FIXED BOLLARD

SCALE: NTS

D1

CONSTRUCTION JOINT FOR PLAIN CONCRETE PAVEMENTS

SCALE: NTS

B1

THICKENED EDGE FOR PLAIN CONCRETE PAVEMENTS

SCALE: NTS

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

A P

P R

O V

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W U

M D

A

100%, READY TO ADVERTISE

C A

R

R O

L L

K

O R

E A

F Y

U

M M

B

R

E P

L A

C E

M E

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L I N

D E

O

R A

R

D F

S

T

D

I S

T R

I C

T

U N

J U

T B

D

A

UNLESS NOTED OTHERWISE,

DIMENSIONS SHOWN ARE IN MILLIMETERS

S C

A L

3 MIN INITIAL SAWCUT

FINAL SAWCUT FOR

JOINT SEALANT

RESERVOIR

T = PAVEMENT THICKNESS

DEPTH OF SAWCUT

AS REQ'D FOR

SEALANT SEALANT

RECESS AND BACKER

ROD.

DEPTH OF SEALANT =

BASED UPON

MANUFACTURER

RECOMMENDATIONS TO

ACHIEVE APPROPRIATE

SHAPE FACTOR

POURED JOINT

SEALANT RECESSED

3 TO 6.5 BELOW TOP

OF PAVEMENT.

NONMOISTURE

ABSORPTIVE,

NONREACTIVE

BACKER ROD TO FIT

SNUG IN JOINT.

POURED JOINT

SEALANT RECESSED 1

TO 6 BELOW TOP OF

PAVEMENT

DEPTH OF SAWCUT AS

REQ'D FOR SEALANT,

SEALANT RECESS AND

BACKER ROD.

NONMOISTURE

ABSORPTIVE,

NONREACTIVE BACKER

ROD TO FIT SNUG IN

JOINT.

CONSTRUCTION

JOINT

POURED JOINT SEALANT

RECESSED 3.2 TO 6.5

BELOW TOP OF

PAVEMENT

DEPTH AS REQ'D FOR

JOINT SEALANT,

SEALANT RECESS AND

BACKER ROD

NONMOISTURE

ABSORPTIVE,

NONREACTIVE

BACKER ROD TO FIT

SNUG IN JOINT

PREFORMED

NON-EXTRUDING

JOINT FILLER

6 R (TYP)

DEPTH OF SEALANT =

BASED UPON

MANUFACTURER

RECOMMENDATIONS TO

ACHIEVE APPROPRIATE

SHAPE FACTOR

DEPTH OF SEALANT =

BASED UPON

MANUFACTURER

RECOMMENDATIONS TO

ACHIEVE APPROPRIATE

SHAPE FACTOR

FREE END OF

DOWEL TO BE

OILED

T

25 DIA @ 300 OC

EPOXY COATED DOWEL

DOWEL BASKET SHALL

BE SECURELY AFFIXED

TO BASE COURSE

T = THICKNESS OF PAVEMENT

T

BASE COURSE

PCC

PAVEMENT

BUILDING

FOUNDATION/SIDEWALK

T=THICKNESS OF

PAVEMENT

T

TO NEAREST JOINT, 1500 MIN

610 MIN

SAWCUT COMPLETED SAWCUT JOINT

COMPLETED CONSTRUCTION JOINT

SEALANT DETAIL

COMPLETED EXPANSION JOINT

SEALANT DETAIL

1. PROVIDE DOWELS IN ALL CONTRACTION AND CONSTRUCTION JOINTS.

2. PROVIDE AN EXPANSION JOINT BETWEEN THE PCCP AND CURB OR SIDEWALK.

1. ALL CONTRACTION JOINTS SHALL BE DOWELED.

B-832

CP502

C I V

T

E

A

V

I N

G

S I T

E

A

A

D W

T

A I L

S

O

N E

B

R

I L E

Y

E

V E

N O

T

O

N E

T

E D

C1

EDGE EXPANSION JOINT (PCC PAVEMENT ALONG BUILDING FOUNDATION WALL)

SCALE: NTS

C6

DOWELED CONTRACTION JOINT

SCALE: NTS

E1

CONTRACTION JOINT SEALANT DETAILS (SAWED TYPE)

SCALE: NTS

E5

POURED JOINT SEALANT DETAILS

SCALE: NTS

CP502

E5

NOTES:

CP501

E1

PCC JOINTING NOTES

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

A P

P R

O V

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

W U

M D

A

100%, READY TO ADVERTISE

C A

R

R O

L L

K

O R

E A

F Y

U

M…

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