Attachment 1-Drawings for B1115 CP Mujuk.pdf

PDF 35 MB Posted May 14, 2024

Attached to: Repair by Replacement Chiller and HVAC System in MARFORK Warfighting Headquarters, Bldg. No. 1115, Camp Mujuk (LCS, Non-Work Plan)
Solicitation number: W90VN924R0095
Issued by: Department of the Army Materiel Command Army Contracting Command

About this file

Written by GovTribe AI · May 14, 2024

This document appears to be Attachment 1-Drawings for B1115 CP Mujuk, which is related to a Request for Proposal (RFP) for the Repair by Replacement Chiller and HVAC System in MARFORK Warfighting Headquarters, Bldg. No. 1115, Camp Mujuk. The RFP is issued to existing Korea-Wide General Construction Multiple Award Indefinite Delivery Indefinite Quantity (MAIDIQ) Local Contractors only. The project is for the Department of the Army Materiel Command Army Contracting Command. A site visit has been scheduled for June 4, 2024 at 9:00 a.m. in front of the Camp Mujuk Main Gate Parking Lot. The RFP does not contain a Performance Work Statement or Statement of Objectives, but rather includes drawings for the chiller and HVAC system repair and replacement work.

View the file

Other files

File	Type	Posted
Amendment W90VN924R095-0002.pdf	PDF	Jun 10, 2024
Amendment W90VN924R0095-0001.pdf	PDF	Jun 2, 2024
RFP-W90VN924R0095.pdf	PDF	May 14, 2024
Attachment 2-Contract Implementation Confirmation.docx	DOCX document	May 14, 2024

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US Army Corps of Engineers ®

SHEET ID

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US Army Corps of Engineers ®

SOLICITATION NO.:

CONTRACT NO.:

ISSUE DATE:

M A

R K

D E

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N A

V E

S U

C H

G O

p ro j.

n o

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PLAN NORTH

1 2 3 4 5

J U

N E

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A R

205 N. MICHIGAN AVE.

SUITE 3800

CHICAGO, IL 60601

www.expFederal.com proj. no.:

G-001

G E

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C A

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M U

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L A

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N T

D E

FAR EAST DISTRICT

JUNE 2023

C O

V E

R S

H E

E T

CAMP MUJUK

FY22 OMN B1115 CHILLER REPLACEMENT DESIGN

100% DESIGN SUBMITTAL

C H

I- -A

U J U

K H

Q B

-1 A

R C

H .r v t

HEADQUARTERS

BUILDING B-1115

06/05/202306/05/23 License Expires: 11/30/23

SHEET ID

U S

A R

M Y

C O

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D A

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G O

p ro j.

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1 2 3 4 5

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I- -A

U J U

K H

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-1 A

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H .r v t

SHEET INDEX

SHEET NUMBER SHEET NAME

M-402 ENLARGED PLANS

M-403 ENLARGED PLANS

M-404 ENLARGED PLANS

M-501 DETAILS

M-502 DETAILS

M-503 DETAILS

M-504 DETAILS

M-505 DETAILS

M-601 SCHEDULES

M-602 SCHEDULES

M-603 SCHEDULES

M-604 SCHEDULES

M-700 CONTROLS NOTES AND SYMBOLS

M-701 CONTROLS NETWORK ARCHITECTURE

M-702 CHILLED WATER SYSTEM CONTROL DIAGRAM AND SEQUENCE OF OPERATION

M-703 HOT WATER SYSTEM CONTROL DIAGRAM AND SEQUENCE OF OPERATION

M-704 HYDRONIC SYSTEM CONTROL POINTS LIST

M-705 DEDICATED OUTSIDE AIR SYSTEM UNIT CONTROL DIAGRAM

M-706 DEDICATED OUTSIDE AIR SYSTEM UNIT CONTROL SEQUENCE OF OPERATION

M-707 DEDICATED OUTSIDE AIR SYSTEM UNIT CONTROL POINTS LIST

M-708 MISC CONTROL DIAGRAMS

M-709 MISC CONTROL DIAGRAMS

M-710 MISC CONTROL DIAGRAM AND POINTS LISTS

MECHANICAL: 53

ELECTRICAL

E-001 SYMBOL LIST

E-002 ABBREVIATIONS AND GENERAL NOTES

ED100 SITE DEMOLITION PLAN

ED111 LOWER LEVEL DEMOLITION POWER PLAN - OVERALL

ED112 LOWER LEVEL DEMOLITION POWER PLAN - AREA A

ED113 LOWER LEVEL DEMOLITION POWER PLAN - AREA B

ED121 UPPER LEVEL DEMOLITION POWER PLAN - OVERALL

ED122 UPPER LEVEL DEMOLITION POWER PLAN - AREA A

ED123 UPPER LEVEL DEMOLITION POWER PLAN - AREA B

ED601 DEMOLITION ONE-LINE DIAGRAM

ES101 SITE PLAN

EL111 LOWER LEVEL LIGHTING PLAN - OVERALL

EL112 LOWER LEVEL LIGHTING PLAN - AREA A

EL113 LOWER LEVEL LIGHTING PLAN - AREA B

EL121 UPPER LEVEL LIGHTING PLAN - OVERALL

EL122 UPPER LEVEL LIGHTING PLAN - AREA A

EL123 UPPER LEVEL LIGHTING PLAN - AREA B

EP111 LOWER LEVEL POWER PLAN - OVERALL

EP112 LOWER LEVEL POWER PLAN - AREA A

EP113 LOWER LEVEL POWER PLAN - AREA B

EP121 UPPER LEVEL POWER PLAN - OVERALL

EP122 UPPER LEVEL POWER PLAN - AREA A

EP123 UPPER LEVEL POWER PLAN - AREA B

EP501 DETAILS

EP502 DETAILS

EP503 DETAILS

EP601 ONE-LINE DIAGRAM

EP701 PANEL SCHEDULES

EP702 PANEL SCHEDULES

EP703 PANEL SCHEDULES

EP704 PANEL SCHEDULES

EP705 PANEL SCHEDULES

ELECTRICAL: 32

GRAND TOTAL: 104

SHEET INDEX

SHEET NUMBER SHEET NAME

GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX

GI101 PROJECT LOCATION PLAN

GENERAL: 3

CIVIL

C-001 CIVIL ABBREVIATIONS, NOTES & LEGEND

VF101 EXISTING CONDITION PLAN

CD101 REMOVAL PLAN

CS101 SITE DEVELOPMENT PLAN

C-501 MISC DETAILS - 1

C-502 MISC DETAILS - 2

C-503 MISC DETAILS - 3

CIVIL: 7

ARCHITECTURAL

A-001 GENERAL NOTES, ABBREVIATIONS

A-101 EXISTING LOWER FLOOR PLAN

A-102 EXISTING UPPER FLOOR PLAN

A-111 DEMO - LOWER LEVEL REFLECTED CEILING PLAN

A-112 DEMO - UPPER LEVEL REFLECTED CEILING PLAN

A-121 NEW LOWER LEVEL REFLECTED CEILING PLAN

A-122 NEW UPPER LEVEL REFLECTED CEILING PLAN

A-501 CEILING DETAILS

A-601 FINISH SCHEDULE 001

ARCHITECTURAL: 9

MECHANICAL

M-001 GENERAL NOTES AND SYMBOLS

M-002 DESIGN CRITERIA

MD100 LOWER LEVEL DEMOLITION PLAN - OVERALL

MD101 LOWER LEVEL DEMOLITION PLAN - AREA A DUCTWORK

MD102 LOWER LEVEL DEMOLITION PLAN - AREA B DUCTWORK

MD103 LOWER LEVEL DEMOLITION PLAN - AREA A PIPING

MD104 LOWER LEVEL DEMOLITION PLAN - AREA B PIPING

MD110 UPPER LEVEL DEMOLITION PLAN - OVERALL

MD111 UPPER LEVEL DEMOLITION PLAN - AREA A DUCTWORK

MD112 UPPER LEVEL DEMOLITION PLAN - AREA B DUCTWORK

MD113 UPPER LEVEL DEMOLITION PLAN - AREA A PIPING

MD114 UPPER LEVEL DEMOLITION PLAN - AREA B PIPING

MD120 ROOF DEMOLITION PLAN

M-100 LOWER LEVEL NEW WORK PLAN - OVERALL

M-101 LOWER LEVEL NEW WORK PLAN - DUCTWORK AREA A

M-102 LOWER LEVEL NEW WORK PLAN - DUCTWORK AREA B

M-103 LOWER LEVEL NEW WORK PLAN - HYDRONIC PIPING AREA A

M-104 LOWER LEVEL NEW WORK PLAN - HYDRONIC PIPING AREA B

M-105 LOWER LEVEL NEW WORK PLAN - CONDENSATE PIPING AREA A

M-106 LOWER LEVEL NEW WORK PLAN - CONDENSATE PIPING AREA B

M-107 LOWER LEVEL NEW WORKPLAN - PIPING EQUIPMENT YARD

M-110 UPPER LEVEL NEW WORK PLAN - OVERALL

M-111 UPPER LEVEL NEW WORK PLAN - DUCTWORK AREA A

M-112 UPPER LEVEL NEW WORK PLAN - DUCTWORK AREA B

M-113 UPPER LEVEL NEW WORK PLAN - PIPING AREA A

M-114 UPPER LEVEL NEW WORK PLAN - PIPING AREA B

M-115 UPPER LEVEL NEW WORK PLAN - CONDENSATE PIPING AREA A

M-116 UPPER LEVEL NEW WORK PLAN - CONDENSATE PIPING AREA B

M-120 ROOF NEW WORK PLAN - OVERALL

M-401 ENLARGED PLANS

06/05/202306/05/23 License Expires: 11/30/23

SHEET ID

U S

Y C

O R

D R

B Y:

D B

C H

D B

E D

C O

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C R

O N

N . M

, I L pr oj . n o.

1 2 3 4 5

S U

P M

M N

T D

N E

C H

I-2

5- A0

T D

G H

U M

S, K O

GENERAL SHEET NOTES

1. THE CONTRACTOR'S HAUL ROUTE, STORAGE, AND

OPERATIONS AREAS WILL BE DETERMINED AND

DESIGNATED BY THE CONTRACTING OFFICER DURING THE

SITE ORIENTATION.

2. SURVEY CONTROL POINTS ARE INDICATED FOR

INFORMATION ONLY. CONTRACTOR SHALL COORDINATE

WITH CONTRACTING OFFICER TO DETERMINE IF

ADDITIONAL SURVEY CONTROL POINTS NEAR THE SITE ARE

AVAILABLE AT THE TIME OF CONSTRUCTION.

LOCATION MAP

PROJECT LOCATION PLAN

SCALE = 1:30001

SCALE 1:3,000

0 150 300m

GI101

O O

C O

. C H

G I1

W G

E A S T S E ACHUNCHON

KUNSAN

KWANGJU

INCHON

S E A W E S T

MUNSAN

DAEGU

CHINHAE

WAEGWAN

BUSAN

45 1

DAEJEON

OSAN 1

UIJONGBU

DONGDUCHEON

SEOUL

TONGYOUNG

MOKPO

CAMP MUJUK

POHANG

BLDG 2004

FMO SHOP

MAIN GATE

FY22 OMN

B1115 CHILLER REPLACEMENT DESIGN

CAMP MUJUK, POHANG, KOREA

W .I.

B O

N G

BLDG 1201

HEADQUARTER

G D50

RW RW

W D150

SAN

D200

SAN

D200

SAN

D200

C I V I L A B B R E V I A T I O N S

C I V I L L E G E N D

NEWEXIST REMOVAL

CONC STEPS W/ HANDRAILS

CONC SLAB & CONC SIDEWALK

BUILDING

D600

DRAIN LINE W/ SURFACE INLET

DRAIN LINE W/ DMH

CONC DITCH, CONC COVERED

CONC OPEN DITCH

W/ DIRECTION OF FLOW

GROUTED STONE OPEN DITCH

DIRT ROAD

CULVERT W/ HEADWALL & ENDWALL

PCC PAVEMENT

SAN

WOODEN FENCE

CHAIN LINK FENCE

CMU WALL FENCE W/ BARBED WIRE

CHECK VALVE

WATER LINE W/ AIR & VACUUM RELIFE VALVE

RAW WATER LINE

POST INDICATOR VALVE

WATER LINE W/ FIRE HYDRANT

WATER LINE W/ GATE VALVE W/ GATE VALVE BOX

WATER LINE W/ VALVE & VALVE BOX AND MANHOLE

GREASE TRAP

SEWER LINE W/ SEPTIC TANK

SEWER LINE W/ SMH

SEWER LINE W/ SCO

D SD

D600

SI SD

D600

DRAIN LINE W/ JUNCTION BOXSD

D600

JB SD

D600

DRAIN LINE W/ CURB INLETSD

D600

CI SD

D600

NATURAL GAS LINE

S-1504

D600

NEWREMOVALEXIST

CONTOUR LINE

SPOT ELEVATION

U/GA/G

23.60

A/G & U/G FUEL OIL STORAGE TANK

EVERGREEN OR DECIDUOUS TREE

RC RETAINING WALL

23.60

NEWEXIST REMOVAL

RICE PADDY

WATER LEVEL

DRY FARM

GRAVE & CEMETERY

B95-359

EL 88.06

NORTH DIRECTIONAL ARROW

LOCATION OF SOIL BORING

W/ BORING NUMBER

AND EXISTING GROUND ELEVATION

PORTLAND CEMENT CONCRETE

CRM

BOT,B

CMS

CLR

CONSTR

CTRJ

C TO C

CTG

CRV

CORR

COR

CONT

CONN

CONC

COL

CMU

CMP

CLKG

CLJ

CL OR C

CI-CIP

CHAN

CAP

BRK

ACM

BLK

BLDG(S)

BKS

BCE

BARR

AVG

AUTO

AT/FP

ASPH

ASAP

ARCH

APPROX(.)

ALT

AKR

A/G

ADJ

ADH

ADD

ACS

ACP

ACCU

MATERIALMAT(')L

PROPERTY (MATERIAL)

HEXAGON

HARDWARE

HOSE BIBB

HIGH, HEAD, HORIZONTAL

GALVANIZED

GREASE TRAP

GATE VALVE

GALVANIZED STEEL PIPE

GRADE LINE, GAS LINE

GOVERNMENT FURNISHED

GENERATOR

FLOOR DRAIN

FOUNDATION

FIRE HYDRANT

FLOOR LEVEL

FUEL OIL RETURN

FUEL OIL SUPPLY

FIRE WATER

EACH WAY

ENTERING, ENTRANCE

ESTIMATE

ETCETERA

EXPANSION JOINT

EXISTING

EXTERIOR

CONCRETE RUBBLE MASONRY

COATING, CUTTING

CLEARANCE

CONSTRUCTION

COLD WATER

CHECK VALVE

CONTRACTION JOINT

CENTER TO CENTER

CONCRETE PIPE

CORRUGATED

CONTINUOUS

CONNECTION

CONCRETE

CORNER

COLUMN

CURVE

GALV

HDW

HGT

HEX

HEIGHT

GS-GSP

GND

GEN

GFP(M)

GROUND

GRADE

CUBIC METER PER SECOND

CEMENT MASONRY UNIT

CORRUGATED METAL PIPE

CONTROL JOINT

CENTER LINE

CONSTRUCTION JOINT

CAST IRON PIPE

CAULKING

CHANNEL

BOTTOM

BOTH SIDES

CAPACITY

CONDUIT

BLOW-OFF

BUILDING(S)

BRICK

BLOCK

FIN OR FNSH

FOR

FOS

FHY

FDN

FINISH

EXIST

EXT

ENT

EST

ETC

EXP JT

NOMENCLATURENOMEN

O TO O

PCC

PAV

OUTL

ORIG

O/H

OPNG

OPTL

O(.)C(.)

OUT TO OUT

POINT OF CURVATURE

POLE

PAVEMENT

OUTLET

OUTSIDE DIAMETER

ON CENTER

ORIGINAL

OVERHEAD

OPENING

OPTIONAL

OVERALL

NO(.) OR #

NGL

MTG

NIC

NFSM

mm, MM

MISC

MIN(.)

MLD

MET

MAX(.)

MDL

MECH

MOUNTING

NUMBER

MECHANICAL JOINT

NON FROST SUSCEPTIBLE

NOT IN CONTRACT

MATERIAL

NATURAL GAS LINE

NORTH

MILLIMETERS

MISCELLANEOUS

MILLION LITERS PER DAY

MECHANICAL

MINIMUM

METAL

MAXIMUM

MIDDLE

PUBLIC WORKS

DRAINAGE MANHOLE

U/G ELECTRICAL CABLE LINE

ELEVATION

ELECTRICAL

ELECTRICAL MANHOLE

ENCLOSURE

ENGINEERING

DETAIL(S)

DRINKING FOUNTAIN

DIAMETER

DIMENSION

DUCTILE IRON PIPE

DISTRIBUTION

DROP MANHOLE

DRAIN OR DOOR

DWELLING

DRAWING(S)

DIRECTORATE OF

DRAIN LINE

ADHESIVE

DMH

AVERAGE

AS SOON AS POSSIBLE

ASPHALT

BARRACKS

BOILER HOUSE

BASE CIVIL ENGINEER

ANTITERRORISM/FORCE PROTECTION

BARRIER

AUTOMATIC

ARCHITECTURAL

APPROXIMATE

ALUMINUM

ABOVEGROUND

ALTITUDE

ANCHOR

ADJACENT

ELEC

EMH

ENCL

ENGRG

ECL

EAST

EACH

DSGN

DWEL

DWG(S)

DPW

DESIGN

DOWN

DROP

ASBESTOS CONTAINING

ASBESTOS CEMENT PIPE

MATERIAL

AREA DRAIN

ASPHALTIC CONCRETE

ANCHOR BOLT

ADDITION

ACCESS

AIR COOLED CONDENSING UNIT

DIAG

DIM

DI-DIP

DISTR

DET(S)

DIA

DIAGRAM

DEPTH

IJ ISOLATION JOINT

KSC

LONG

LYT

INVT

KPH

INTR

INSUL

INSTL

INL

KILOGRAMS PER SQUARE

CENTIMETER

LONGITUDINAL

LITERS

METERS

LAYOUT

LENGTH

LONG, LENGTH

KILOMETERS PER HOUR

INSECT SCREEN

INSTALLATION

INVERT

JOINT

INTERIOR

INSULATION

INLET

HORIZ

HWL

INVERT ELEVATION

INSIDE DIAMETER

HIGH WATER LEVEL

HEADWALL, HOT WATER

HORSEPOWER, HIGH POINT

HORIZONTAL

HOLLOW METAL

RD ROAD

WOOD,

OR DITTO

WIRE MESH

WELDED

WELDED WIRE MESH

WATER

WEIGHT

WOODEN POLE

WITHOUT

TRANSFORMER

PERCENT

AND

EQUAL

NUMBER

PLATE

PLUS OR MINUS

SAME AS ABOVE

WALL HYDRANT

WASTE DRAIN

WEST, WIDTH

WIND LOAD, WATER LINE

VERTICAL

VELOCITY

VALVE BOX

VARIOUS

STAINLESS STEEL

SPECIFICATION(S)

POWERLINE, STATIC PRESSURE

STEEL PIPE, OVERHEAD SECONDARY

SOLENOID VALVE

SEWER MANHOLE

SPEC(S)

STANDARD

SEPTIC TANK

STATION

SQUARE

STD

STA

SST

SQUARE METER

SLOPE

SIMILAR

SHEET

SEWER LINE

SM, M2

SOLV

SMH

SLP, S

SIM

SHT

L P

XFMR

SURFACE CLEANOUT

REINFORCING BAR

SHOULDER

SOUTH

SCALE

SADDLE

SECTION

RAW WATER, RETAINING WALL

SHLDR

SCO

SDL

SECT

REPLACE

REQUIRED

REVIEW, REVISE

ROOM

REPAIR

RECTANGULAR

REFERENCE

RELOCATED

REPL

REQ'D

REV

RPR

RE-BAR

RECT

REF

RELOC

W/O

WWM

WTR

WLD

W/ W

WITH

VERT

VEL

VAR(.)

CABLE LINE

TELEPHONE

TELEPHONE MANHOLE

TOTAL

TOP OF STEEL

STAIRWAY

STRUCTURAL

STORAGE

STEEL

SUSPEND(ED)

SWITCH

SYSTEM

TYPICAL

THROUGH

THICK

TITLE BLOCK

UNDERGROUND

TELEPHONE

TEMPORARY

THREAD

UNDERGROUND

UNIFORM

PERFORATED STEEL PLATE

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE

POINT OF VERTICAL TANGENCY

POINT OF VERTICAL INTERSECTION

POLYVINYL CHLORIDE

POINT OF TANGENT

RUBBER

RADIUS

RIGHT

RCP

R(.)C

RBR

RAD, R

PARTITION

POWER

QUANTITY

PWR

PSP

PVT

PVI

PVC

PTN

TMH

UNIF

U/G

TOS

TOT

TYP

THD

THRU

TEMP

THK(.)

TEL

T/B

TCL

PRESSURE REDUCING VALVE

POINT OF INTERSECTION

OVERHEAD PRIMARY POWER LINE

PROJECT

PRESSURE

PREFABRICATED

PERMANENT

PRESSURE GATE

PAINT

PRV

PROJ

PRESS

PREFAB

PERM

PNT

PI STWY

SUSP

SYS

STRL

STOR

STL

SUB DRAINSD

AIR VACUUM RELIEF VALVEAVRV

ACFT AIRCRAFT

POST INDICATOR VALVEPIV

NOT TO SCALENTS

A AREA

CI CURB INLET, CAST IRON

CO COMPANY

COMM COMMUNICATION

COMP COMPACTION

DUCTILE IRONDI

EXPANSION JOINTEJ, EXPJJ

ETHLENE PROPYLENE DIENE M-CLASSEPDM

FENCEFE

FIRE WATER LINEFWL

MFR MANUFACTURE

MH MANHOLE

NA NOT APPLICABLE

POLYETHYLENE PIPEPE

SURFACE INLETSI

SIGN POST

WELDED WIRE MESHWWMF

FABRIC

DIAMETERΦ

CURVE LENGTHCL

CONCRETE F'ck

COMPRESSIVE

STRENGTH

GRAY CAST IRON CASINGSGC

C CABLE

SQUAREQ(SQ)

STEEL BEARINGSTB

PLATEPL

ROOF TOP UNITRTU

HPU HEAT PUMP UNIT

ACU AIR CONDITIONING UNIT

AHU AIR HANDLING UNIT

D200

SAN

D200

SAN

D200

SAN

D200

SAN

D200

SAN

D200

W D150

G D50

X X

X X X X X X

X X X X

GENERAL NOTES

1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AS SHOWN ON THE

DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY

DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION

OF THE CONTRACTING OFFICER.

2. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN ALL

NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES, MARKERS, CONES

AND OTHER PROTECTIVE FACILITIES AND SHALL TAKE ALL NECESSARY

PRECAUTIONS FOR THE PROTECTION AND SAFETY OF THE PUBLIC

AND/OR MILITARY TRAFFIC AND OPERATIONS.

3. THE EXISTING TOPOGRAPHIC INFORMATION SHOWN ON THE DRAWINGS

IS FROM SURVEY DONE BY THE GEOTECH (G&EE) BRANCH, FED.

- ELEVATIONS ARE MEAN SEA LEVEL.

- THE ORIGINAL SURVEY FOR THIS PROJECT WAS COMPLETED NOV. 2022.

4. THE CONTRACTOR SHALL RESTORE ALL IMPROVEMENTS, DAMAGED OR

REMOVED AS A RESULT OF CONSTRUCTION TO ITS ORIGINAL OR BETTER

CONDITION, UNLESS OTHERWISE NOTED. THESE ITEMS INCLUDE, BUT

ARE NOT LIMITED TO PAVEMENTS, CONCRETE SIDEWALKS AND CURBS,

AND UTILITIES.

5. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH THE

CONTRACTING OFFICER.

6. DIMENSIONS ARE IN METER UNLESS OTHERWISE NOTED.

UTILITY NOTES

1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITIES,

APPURTENANCES AND STRUCTURES SHOWN ARE BASED ON AVAILABLE

RECORDS, AND APPLICABLE UTILITY MAPS, VERIFIED WHENEVER

POSSIBLE BY FIELD SURVEYS. HOWEVER THIS INFORMATION MAY NOT BE

COMPLETE AND ACCURATE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION,

SIZE AND INVERTS OF ALL EXISTING UTILITIES AND SHALL PROTECT

ALL SUCH UTILITIES AT ALL TIMES, UNLESS OTHERWISE INDICATED.

EXISTING UTILITIES WHETHER SHOWN ON THE DRAWINGS OR NOT

WHICH HAVE BEEN DAMAGED AS A RESULT OF THE CONSTRUCTION

WORK, SHALL BE RESTORED IMMEDIATELY TO THEIR ORIGINAL OR BETTER

CONDITION AND SHALL BE PAID FOR BY THE CONTRACTOR.

2. WHENEVER CONNECTIONS TO EXISTING UTILITIES OR WHERE NEW

UTILITIES CROSS EXISTING UTILITIES ARE SHOWN, THE CONTRACTOR

SHALL CAREFULLY EXPOSE THE UTILITY BY HAND EXCAVATION TO

VERIFY THEIR LOCATIONS AND DEPTHS PRIOR TO EXCAVATING

TRENCHES FOR THE NEW UTILITY LINES.

3. WHENEVER ANY CHANGE IN ALIGNMENT OR GRADE FOR THE PROPOSED

UTILITIES ARE REQUIRED DUE TO UNFORESEEN CONFLICT WITH OTHER

UTILITIES, THE CONTRACTOR SHALL INFORM THE CONTRACTING

OFFICER IMMEDIATELY FOR REMEDIAL ACTION.

4. INTERRUPTION OF UTILITY SERVICE AND/OR OPERATIONS OF ADJACENT

FACILITIES WILL BE KEPT TO A MINIMUM. ANY INTERRUPTION OF

UTILITY SERVICE AND/OR OPERATIONS WILL BE COORDINATED WITH

THE CONTRACTING OFFICER AND THE AFFECTED USING AGENCIES.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF

ALL WATER LINES DURING CONSTRUCTION. THE CONTRACTOR SHALL

BE ESPECIALLY CAREFUL WHEN EXCAVATING BEHIND WATER LINES,

TEES AND BENDS WHEREVER THERE IS A POSSIBILITY OF WATER LINE

MOVEMENT DUE TO REMOVAL OF THE SUPPORTING EARTH BEYOND THE

EXISTING REACTION BLOCKS. THE CONTRACTOR SHALL TAKE

WHATEVER MEASURES IS NECESSARY TO PROTECT THE WATER LINES,

SUCH AS CONSTRUCTING SPECIAL REACTION BLOCKS AND/OR

MODIFYING HIS/HER CONSTRUCTION METHOD, WITH THE APPROVAL

OF THE CONTRACTING OFFICER.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SEWAGE SPILLS

CAUSED DURING CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY

THE CONTRACTING OFFICER AND UTILIZE APPROPRIATE MEASURES TO

CONTAIN AND ADEQUATELY CLEANUP THE SPILL. THE CONTRACTING

OFFICER SHALL OVERSEE THE CLEANUP EFFORT AND RENDER THE SITE

CLEAN. ALL COSTS INCURRED FOR SPILL CONTAINMENT AND CLEANUP

SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

7. USE 0.610 METER FOR THE FROST DEPTH.

PROJECT LIMIT

1. THE PROJECT LIMIT IS GENERALLY DEFINED BY THE GRADING LIMITS

SHOWN ON THE SITE LAYOUT PLAN.

FOR THE PURPOSES OF DEFINING THE PROJECT LIMIT TO DETERMINE

LOCATIONS OF TEMPORARY FENCING OR BARRICADES.

THE CONTRACTOR SHALL PREPARE A WORK PLAN SHOWING

THE PROPOSED PROJECT LIMIT FOR APPROVAL BY THE CONTRACTING

OFFICER AND THE USING AGENCY.

GRADING NOTES

1. THE FINISH GROUND ELEVATION AT THE BUILDING LINE SHALL BE A

MINIMUM OF 150mm (6 INCHES) BELOW FINISH FLOOR ELEVATION, UNLESS OTHERWISE SHOWN.

2. ALL EXPOSED AREA SHALL BE SOLID SODDED. SODDING SHALL BE

PLACED WITH NO GAPS, AS SOON AS FINAL GRADES HAVE BEEN

ESTABLISHED. SODDING SHALL NOT BE DELAYED UNTIL ALL GRADING

WORK HAS BEEN COMPLETED. GRADING TO FINAL GRADE SHALL BE

CONTINUOUS, AND ANY AREA WITHIN WHICH WORK HAS BEEN

INTERRUPTED OR DELAYED, SHALL BE SODDED.

ALL NEWLY GRADED AREAS SHALL BE TOP SOILED 100mm (4 INCHES)

THICK PRIOR TO SODDING.

3. FINISH GRADES ALONG PAVED AREAS AS SHOWN ON THE DRAWINGS

ARE TOP OF PAVEMENT ELEVATIONS, UNLESS OTHERWISE INDICATED.

ADJUSTMENTS MAY BE REQUIRED AT CONNECTION OF NEW WORK TO

EXISTING PAVED OR UNPAVED AREAS TO PROVIDE A SMOOTH RIDING

CONNECTION.

4. TOPS OF MANHOLES TO BE RETAINED SHALL BE ADJUSTED TO MATCH

FINISH GRADE ELEVATION.

5. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING

FROM HIS WORK AND DISPOSED ON OR OFFSITE FOR REUSE OR RECYCLING.

THE COSTS INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THE

CONTRACTING OFFICER SHALL BE PAYABLE BY THE CONTRACTOR.

6. THE CONTRACTOR SHALL ADJUST MANHOLE COVER ELEVATION

TO MATCH FINISHED GRADE.

7. WHEN EXCAVATING THROUGH EXISTING PAVING, REPAIR SOILS AND

PAVING TO MATCH EXISTING.

DEMOLITION NOTES

1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT

LIMITS INDICATED, UNLESS OTHERWISE NOTED.

2. PROJECT LIMITS SHOWN ARE APPROXIMATE. EXISTING GROUND

FEATURES AND ROADWAYS SHALL BE USED AS A DEMARCATION

FOR THE PROJECT LIMITS, I.E. EDGE OF PAVEMENT, EDGE OF

ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

3. ALL TREES, SHRUBBERY, AND ORNAMENTAL PLANTING NOT

SPECIFICALLY SCHEDULED TO BE RETAINED AND/OR TRANSPLANTED

SHALL BE CLEARED, GRUBBED AND REMOVED FROM THE SITE.

TREES, SHRUBBERY AND ORNAMENTAL PLANTINGS TO BE RETAINED

SHALL BE CAREFULLY REMOVED AND TRANSPLANTED AT LOCATIONS

ON CAMP DETERMINED BY THE CONTRACTING OFFICER.

4. ALL STRUCTURES WITHIN THE PROJECT BOUNDARY SHALL BE

DEMOLISHED AND REMOVED, UNLESS OTHERWISE INDICATED.

5. EXISTING PCC PAVEMENT WITHIN THE PROJECT LIMITS SHALL

BE DEMOLISHED AND REMOVED, UNLESS OTHERWISE INDICATED.

6. SIDEWALKS, CONCRETE PADS, CURBING AND OTHER ITEMS WITHIN

THE PROJECT LIMITS SHALL BE DEMOLISHED AND REMOVED,

UNLESS OTHERWISE INDICATED.

7. WATER AND SEWER LINES WITHIN THE PROJECT LIMITS SHALL BE

REMOVED, UNLESS OTHERWISE INDICATED. MANHOLES AND PITS MAY

BE ABANDONED AND SHALL BE FILLED WITH STRUCTURAL BACKFILL.

THE BOTTOM OF MANHOLES AND PITS SHALL BE CRACKED TO

ALLOW SEEPAGE OF WATER THROUGH THE ABANDONED MANHOLE.

TOP OF MANHOLES AND PITS SHALL BE DEMOLISHED WITHIN

900mm (3 FEET) OF THE FINAL GRADE.

8. EXISTING DRAIN LINES AND DRAINAGE STRUCTURES WITHIN THE

PROJECT LIMITS SHALL BE REMOVED, UNLESS OTHERWISE INDICATED.

9. ALL UTILITIES, STRUCTURES AND/OR IMPROVEMENTS IDENTIFIED

AS TO REMAIN SHALL BE MAINTAINED IN GOOD CONDITION TO

RECEIVE THE PROPOSED UTILITIES, STRUCTURES AND/OR IMPROVEMENTS.

SHOULD THESE ITEMS BECOME DAMAGED DUE TO CONTRACTOR'S

NEGLIGENCE OR CONSTRUCTION OPERATIONS, THE CONTRACTOR

SHALL RESTORE THESE ITEMS TO THEIR ORIGINAL OR BETTER

CONDITION AT NO ADDITIONAL COST TO THE GOVERNMENT AND TO

THE SATISFACTION OF THE CONTRACTING OFFICER.

10. ALL DISPOSAL WORK, SHALL BE IN ACCORDANCE WITH

APPLICABLE KOREAN ENVIRONMENTAL LAWS AND THE

ENVIRONMENTAL GOVERNING STANDARDS FOR KOREA, USFK

REG 201-1.

11. PRIOR TO DEMOLITION WORK THE CONTRACTOR SHALL PROVIDE

A LIST OF SALVAGEABLE MATERIALS IN COORDINATION WITH

CONTRACTING OFFICER.

E E ELECTRICAL PRIMARY LINEE

ES ES ELECTRICAL SECONDARY LINEES

COMM COMMUNICATION LINECOMM COMM

DUCT BANK LINE

ELECTRICAL MANHOLE

ELECTRICAL HANDHOLE

COMMUNICATION MANHOLE

LIGHTING POLE

T TELEPHONE MANHOLE

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

E M

C R

O N

N . M

, I L pr oj . n o.

1 2 3 4 5

S U

P M

M N

T D

N E

C H

I-2

5- A0

T D

G H

U M

S, K O

C-001

O N

S, N

C -0

W G

O O

C O

. C H

W .I.

B O

SWITCH BOX

"1-1"NAIL

N:3979726.591 E:538171.477

EL:46.948

F/HYD

TOP 46.15

INV 45.02

D100

TOP 46.66

INV 45.21

TOP 46.36

INV 45.20

FAN

W W W

WWWW

450CP

300CP

GEN

250PVC

300KVA

150PVC

200PVC

450CP

ATE

AC ROAD

AC PAVED

CONC W

ALL

BLDG 1013EFEL 51.80

DMH

TOP 51.13

INV 49.87

TOP 50.53

INV 48.83

D100

TOP 50.91

INV 49.46

450CP

SHED

FAN

ANT

A.C ROAD

SD20

450CP SD

450CP

MU"1"NAIL(GPS)

N:3979787.240 E:538101.457

EL:46.458

SAN SAN200PVC

150PVC

50PVC

CONC WALL

"1-2"NAIL

N:3979750.868 E:538138.227

EL:45.985

TMH

TOP 45.48

EMH

TOP 45.56 SMH

TOP 45.77

INV 43.42

INV 43.31

INV 43.27

OUT 43.26

SMH

TOP 46.58

INV 45.11

INV 44.32

OUT 44.29

D100

D100 D100

D100

TOP 46.21

INV 45.05

TOP 46.51

INV 45.26

D100

D100 D100 D100

D100

C/O

TOP 49.36

INV 47.93

SMH

TOP 50.55

INV 49.96

INV 49.62

OUT 49.58

D100

TOP 50.80

INV 50.58

BLDG 1115

EFEL(LOWER) 46.70

EFEL(UPPER) 51.32

FAN

PORTA

R O

450CP

BOLLARD

FUEL L

SAN SAN

SAN

SAN250PVC

200PVC

150PVC

SAN

150PVC

ECOMM

ESESES

ESESESESES

R O

TMH

TOP 47.01

EMH

TOP 47.10

COMM

O M

M C

O M

M C

O M

M C

O M

W W W

SAN

F/ T

LPGLPGLPGLPG

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

E M

C R

O N

N . M

, I L pr oj . n o.

1 2 3 4 5

S U

M U

O M

N B

C H

R R

C H

I-2

5- A0

T D

G H

U M

S, K O

SHEET KEYNOTES

1. EXIST. CHAIN LINK FENCE

2. EXIST. AC PAVEMENT

3. EXIST. ELEC UTILITY

4. EXIST. MECH UTILITY

5. EXIST. RETAINING WALL

SCALE 1:200

0 10 20m

SURVEY LEGEND

GENERAL SHEET NOTES

1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED

EXISTING CONDITION PLAN

SCALE = 1:2001 VF101

N G

C O

N D

N P

W G

LPG

SAN

X X

X X X

S-1234

POL/WT

U/G x

A/G

EFEL

234.5

GSP

CMP

PP T

A A'

PSP

IFEL

COMM

TRTR

SURVEY CONTROL POINT

BUILDING

CONC.SLAB & CONC.SIDEWALK W/STEPS

DIRT ROAD

GROUTED STONE OPEN DITCH W/DIRECTION OF FLOW

ASPHALT CONCRETE (A.C) PAVED ROAD W/CURB

CONC.OPEN DITCH

CONC.COVERED DITCH

CULVERT W/HEADWALL

DRAIN LINE W/MANHOLE OR CATCH BASIN

SEWER LINE W/MANHOLE & CLEAN-OUT

SEPTIC TANK

GREASE TRAP

WATER LINE W/VALVE OR VALVE MANHOLE

WATER VALVE W/ FIRE HYDRANT

RAW WATER LINE W/DIRECTION OF FLOW

WATER LINE W/AIR & VACUUM RELIEF VALVE

METAL PANEL REVETMENT

CMU WALL FENCE

CHAIN LINK FENCE W/GUARD RAIL

WATER WELL & WATER TANK / POL TANK

U/G TELEPHONE CABLE W/MARKER POST & MANHOLE

U/G ELECTRICAL CABLE W/MARKER LIGHT & MANHOLE

POWER & TELEPHONE LINE W/POLE & GUY WIRE

CONC.(CP) OR WOODEN POLE(WP)

TRANSFORMER

OVERHEAD SECONDARY LINE (SP) W/POLE

RICE PADDY

DRY FARM

SWAMP AREA

WATER LEVEL (W.L.)

EVERGREEN TREE W/DIAMETER(INCH)

DECIDUOUS TREE W/DIAMETER(INCH)

GRAVE & CEMETERY

ELEVATION CONTOUR LINE

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

RAIL ROAD

BRIDGE

SPOT ELEVATION

WOODEN FENCE

A SPOT ELEVATION OF FLOOR INTERIOR DOOR ENTRANCE

A SPOT ELEVATION ON THE EXTERIOR OF DOOR ENTRANCE

MORTARED STONE WALL

BOREHOLE LOCATION

GALVANIZED STEEL PIPE

CORRUGATED METAL PIPE

MONITORING WELL

GENERALIZED SOIL PROFILE

PERFORATED STEEL PLATE

MAIN FUEL PIPING

SANITARY SEWER PIPING

NATURAL GAS PIPING

STORM DRAIN PIPING

O O

C O

. C H

W .I.

B O

"1-1"NAIL

N:3979726.591 E:538171.477

EL:46.948

F/HYD

TOP 46.15

INV 45.02

D100

TOP 46.66

INV 45.21

TOP 46.36

INV 45.20

FAN

W W W

WWWW

450CP

300CP

GEN

250PVC

300KVA

150PVC

200PVC

450CP

ATE

AC ROAD

AC PAVED

CONC W

ALL

BLDG 1013EFEL 51.80

DMH

TOP 51.13

INV 49.87

TOP 50.53

INV 48.83

D100

TOP 50.91

INV 49.46

450CP

SHED

FAN

ANT

A.C ROAD

SD20

450CP SD

450CP

MU"1"NAIL(GPS)

N:3979787.240 E:538101.457

EL:46.458

SAN SAN200PVC

150PVC

50PVC

CONC WALL

"1-2"NAIL

N:3979750.868 E:538138.227

EL:45.985

TMH

TOP 45.48

EMH

TOP 45.56 SMH

TOP 45.77

INV 43.42

INV 43.31

INV 43.27

OUT 43.26

SMH

TOP 46.58

INV 45.11

INV 44.32

OUT 44.29

D100

D100 D100

D100

TOP 46.21

INV 45.05

TOP 46.51

INV 45.26

D100

D100 D100 D100

D100

C/O

TOP 49.36

INV 47.93

SMH

TOP 50.55

INV 49.96

INV 49.62

OUT 49.58

D100

TOP 50.80

INV 50.58

BLDG 1115

EFEL(LOWER) 46.70

EFEL(UPPER) 51.32

FAN

PORTA

R O

450CP

BOLLARD

SAN SAN

SAN

SAN250PVC

200PVC

150PVC

SAN

150PVC

ECOMM

ESESES

ESESESESES

R O

TMH

TOP 47.01

EMH

TOP 47.10

COMM

O M

M C

O M

M C

O M

M C

O M

W W W

SAN

F/ T

LPGLPGLPGLPG

ATE

SWITCH BOX

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

E M

C R

O N

N . M

, I L pr oj . n o.

1 2 3 4 5

S U

M U

O M

N B

C H

R R

C H

I-2

5- A0

T D

G H

U M

S, K O

SHEET KEYNOTES

1. DEMOLISH EXISTING 2.1m H CHAIN LINK FENCE

2. DEMOLISH EXISTING CONC CURB

3. DEMOLISH TRANSFORMER ONLY AND REUSE PAD, SEE ELEC DWG

4. DEMOLISH CONCRETE PAD FOR GENERATOR, SEE ELEC DWG

5. DEMOLISH CONCRETE PAD FOR FUEL OIL TANK, SEE MECH DWG

6. DEMOLISH CHILLER PIPE, SEE MECH DWG

7. PROTECT EXISTING CATCH BASIN

8. PROTECT EXISTING BOLLARD

9. DEMOLISH A.C. PAVEMENT (FULL DEPTH)

10. DEMOLISH A.C. PAVEMENT (MILL/OVERLAY)

11. DEMOLISH CONC SIDEWALK

12. DEMOLISH GRAVEL PAVEMENT

13. DEMOLISH EXISTING GATE

14. DEMOLISH EXISTING SWITCH BOX, SEE ELEC DWG

SCALE 1:200

0 10 20m

LEGEND

A.C. PAVEMENT REMOVAL (FULL DEPTH)

A.C. PAVEMENT REMOVAL (MILL/OVERLAY)

CONC SIDEWALK REMOVAL

GRAVEL PAVEMENT REMOVAL

LINEAR ITEM REMOVAL

ITEM REMOVAL

LIMIT OF WORK

GENERAL SHEET NOTES

1. ALL DIMENSIONS ARE IN METERS UNLESS OTHERWISE NOTED

2. EXISTING UTILITIES AND FACILITIES(FAN, BOLLARDS, ETC) NOT

SCHEDULED FOR DEMOLITION MUST BE PROTECTED DURING

CONSTRUCTION OPERATIONS

3. CONTRACTOR SHALL PROTECT EXISTING UTILITIES AND

STORM STRUCTURE DURING MILLING AND OVERLAYING AT

THE DRIVEWAY.

DEMOLITION PLAN

SCALE = 1:2001

CD101

C D

D W

O O

C O

. C H

W .I.

B O

"1-1"NAIL

N:3979726.591 E:538171.477

EL:46.948

46.81

46.53

WV46.55

46.28

46.03 46.01

45.91

45.7745.84

46.23

46.25 46.27

46.2146.03

46.2246.11

46.40 46.4546.32

46.59 46.74

46.74

47.01 47.01 46.89

47.11

46.87

46.67

F/HYD46.74

46.61

46.40 46.36

46.16

TOP 46.15

INV 45.02

46.21

46.43 46.43 46.46

46.46

46.6846.57 46.37

46.54 46.41

46.4046.55 46.62 46.51

46.5646.64

46.56

46.55

46.75

46.52

46.49

46.41

46.48

46.54 46.51

46.51

46.52 46.54

46.44

46.40

46.50

46.51

46.4346.42

46.32

46.42

46.27

46.35 D10046.34

46.62

46.55

46.81 D10046.99

47.10 47.02

46.82

46.60

WV46.70

WV46.66

46.66

TOP 46.66

INV 45.21

46.9346.6446.99

49.16 48.90

51.25

51.11 51.03

51.03 50.75

51.36 51.47

51.4551.51

48.98 48.97

49.15

48.46 48.00

47.77

46.00

46.07 46.25

46.2646.31 46.28

46.2946.34 46.14

46.22 46.34

46.40 46.28

46.34

46.45 46.50

46.43 46.42

TOP 46.36

INV 45.20

46.32

46.20

46.07 45.99 45.96

46.04

45.84

46.50

46.58

46.39

46.35

FAN

W W W

WWWW

450CP

300CP

250PVC

150PVC

200PVC

450CP

AC ROAD

AC PAVED

CONC W

ALL

BLDG 1013EFEL 51.80

46.60

51.12 50.93

50.70

50.94 51.04

51.02

DMH

TOP 51.13

INV 49.87

51.72

50.82

50.48

TOP 50.53

INV 48.83

50.78

50.48

51.66

51.64 51.67

51.13 51.32

51.32D100

51.71

51.55

51.59

51.71 51.72

51.34 51.39

51.70 51.72

51.74

51.70 51.74

51.73

51.74

51.79

51.77

51.58 51.54 51.57

51.34

51.35

51.21 51.17

51.21

51.1851.18 51.1851.19

51.15 51.18

51.18

51.32

51.21 51.13

51.27 51.4551.33

51.19

51.28

51.1751.0050.77

50.83 50.89

50.90

50.84 50.87

50.91

50.95

51.13

51.00 51.16

51.18 51.22 51.18

51.00 50.92

51.18

51.29

51.45 51.50

51.55

51.71

51.47 51.33

51.00 51.17

50.91 50.91

50.72 CB

TOP 50.91

INV 49.46

51.1951.12

50.79 50.71

51.69

51.75

450CP

SHED

FAN

ANT

A.C ROAD

SD20

450CP SD

450CP

MU"1"NAIL(GPS)

N:3979787.240 E:538101.457

EL:46.458

50.27 50.15

SAN SAN200PVC

150PVC

50PVC

CONC WALL

"1-2"NAIL

N:3979750.868 E:538138.227

EL:45.985

51.70 51.59 51.60

51.53

51.62 51.67 51.64

51.67

51.52

51.54

51.53 51.54

51.14

TMH

TOP 45.48

EMH

TOP 45.56 SMH

TOP 45.77

INV 43.42

INV 43.31

INV 43.27

OUT 43.26

45.95

46.57 46.55

46.52

46.55 46.62 46.56 46.50

46.51 46.52

46.4946.52

46.54 46.55 46.53

46.52 46.54

46.51

46.46

46.59 46.51

46.50 46.52 46.51 46.44

46.43 46.53

46.57 46.43 46.40

46.50

46.27 46.24

46.23 46.34

46.36

46.34 46.19

46.39 46.44

SMH

TOP 46.58

INV 45.11

INV 44.32

OUT 44.29

D100

46.57 46.48

46.47

D10046.45 D10046.42

D100

46.46

D100

D10046.39

D10046.5346.59

46.42 46.38

TOP 46.21

INV 45.05

46.42

46.27 46.38

46.53 46.55

46.45 46.33

46.40 46.55

46.41 46.6046.62

46.59

46.50

TOP 46.51

INV 45.26

46.60

46.49

46.61

46.58

D100 46.57

46.53D10046.58

46.56 46.52

D100

D10046.49

46.52

46.38 D10046.41 D10046.41

D100

46.48

D100

46.45

D100 46.58

46.48

46.6046.66

46.71

46.55

46.44

D10046.54

46.51

C/O46.62

46.55

46.57 46.62

47.51 47.5248.69

49.85

50.74

51.2350.49

50.32 51.23 50.60

49.62

49.86

48.94

48.75

48.65

48.82

48.75 47.67

47.52 46.60

46.56 46.53

46.33

46.20

46.17 46.28

46.30 46.19

46.14 46.27

46.26

46.19 46.10

46.02

46.14 46.00

45.88 45.90 45.82

45.64 45.77

45.71

45.84

45.57

45.52

45.61

45.79 49.10 49.1549.12

48.9949.07

49.53

TOP 49.36

INV 47.93

49.70

49.70 49.59

49.82

50.20

50.51

50.16

50.30 50.33

50.57 50.60 50.45

SMH

TOP 50.55

INV 49.96

INV 49.62

OUT 49.58

50.55

D10050.90

D10050.78

D10050.83

D10050.66

50.85

50.70

50.66

51.14

TOP 50.80

INV 50.58

50.70

50.86

50.26

49.42

BLDG 1115

EFEL(LOWER) 46.70

EFEL(UPPER) 51.32

FAN

PORTA

R O

50.8620 0P

450CP

BOLLARD

SAN SAN

SAN

SAN250PVC

200PVC

150PVC

SAN

150PVC

ECOMM

ESESES

ESESESESES

R O

TMH

TOP 47.01

EMH

TOP 47.10

COMM

O M

M C

O M

M C

O M

M C

O M

W W W

SAN

LPGLPGLPGLPG

FUEL L

C H

N E

X X

X X X X X X X X X X X

X X

XXXXXXXXX

46.32±

46.25±

46.57±

46.73±

46.35±

46.19±

46.55±

46.64±

46.51±

46.75±

46.44±

46.27±

46.40± 46.42±

46.29±

46.22±

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

E M

C R

O N

N . M

, I L pr oj . n o.

1 2 3 4 5

S U

M U

O M

N B

C H

R R

C H

I-2

5- A0

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0 10 20m

SITE DEVELOPMENT PLAN

SCALE = 1:2001

GENERAL SHEET NOTES

1. ALL DIMENSIONS AND/OR DIMENSIONS SHOWN IN

CALLOUTS/NOTES ARE IN METERS UNLESS OTHERWISE

NOTED

2. CONTRACTOR SHALL MOVE EXISTING SHED TO NEW

LOCATION DURING CONSTRUCTION. AND SHED SHALL BE

LOCATION TO ORIGINAL POSITION AFTER FINISHING

CONSTRUCTION.

3. THE CONTRACTOR SHALL PROVIDE 300mm VERTICAL

CLEARANCE WHEN CROSSING NEW CHILLED WATER PIPES

AND EXISTING FUEL LINES.

SHEET KEYNOTES

1. NEW 2.1M H CHAIN LINK FENCE WITH DOUBLE SWING GATE

2. SODDING

3. EXIST. SHED, SEE NOTE 2

4. FOR MECHANICAL UTILITY, SEE MECH SHEET M-100

5. FOR ELECTRICAL UTILITY, SEE ELEC SHEET ES101

6. CONCRETE CURB

CS101

C S1

W G

LEGEND

ASPHALT PAVEMENT (FULL DEPTH)

ASPHALT PAVEMENT (MILL/OVERLAY)

CONC SIDEWALK

GRAVEL PAVEMENT

SODDING

CONCRETE CURB

CHAIN LINK FENCE

DOUBLE SWING GATE

LIMIT OF WORK

4 X X X X X X

8.14m

12.00m

5.62m

0.93m

5.80m

1.90m

18.00m

m 4.

m X X

m 2.

4.50m

4.43m

.93 m

R4.65m

R3.70m

R3.65m

2.50m

O O

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DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

NOTE:

EXIST BASE COURSE

EXIST SUBBASE COURSE

75mm ASPHALTIC CONCRETE

SUB GRADE

THE CONTRACTOR MUST MATCH EXISTING PAVEMENT SECTION

THICKNESS DURING THE CONSTRUCTION.

NOTE:

NEW PRIME COAT

SAW CUT (TYP)

PIPE

SATISFACTORY BACKFILL

PROVIDE BITUMINOUS

TACK COAT JOINTS

SUBGRADE

NEW AC SURFACE COURSE

(THK.=75mm MIN.)

EXIST SURFACE COURSE (VERIFY)

EXIST BASE COURSE (VERIFY)

EXIST SUBBASE COURSE(VERIFY)

MIN

AC PAVEMENT SECTION(MILL/OVERLAY)

NOT TO SCALE1

TRENCH RESTORATION

NOT TO SCALE4

TYPICAL AC PAVEMENT

SUB GRADE

CRUSHED GRAVEL

100% COMPACTED

BASE COURSE

95% COMPACTED

SUBBASE COURSE

NOTE:

CRUSHED GRAVEL SURFACE COURSE 40 MAX SIZE

COMPACTED GRAVEL CONFORMING TO ASTM C33 NO.4 STONE.

CRUSHED GRAVEL PAVEMENT

NOT TO SCALE2

SLOPE

JOINT SEALER

15R

NFSM

BASE COURSE

SLOPE

SUBGRADE

O N

25 150

12.5mm PREMOLDED

EXPANSION JOINT

CONC SIDEWALK

CONC CURB

CAST-IN-PLACE

PROVIDE EXPANSION JOINTS AT MAX 15.00m INTERVALS.

NOTE:

ADJACENT PAVEMENT

CONC CURB

NOT TO SCALE3

TRANSVERSE CONTRACTION JOINTS SHALL BE SPACED SO

THAT THE RATIO OF SLAB LENGTH TO WIDTH WILL NOT

EXCEED 1.25. THE DEPTH OF THE CONTRACTION JOINT WILL BE

AT LEAST ONE-FOURTH (1/4) OF THE SIDEWALK SLAB

THICKNESS, BUT NOT LESS THAN THE MAXIMUM NOMINAL SIZE

OF THE AGGREGATE USED.

PROVIDE EXPANSION JOINTS AT MAX 7M INTERVALS

FOR STRAIGHT SECTIONS, AT ALL RETURNS OF WALKS,

AND WHERE WALKS ABUT OTHER CONC STRUCTURES.

THE CONTRACTOR SHALL PROVIDE NFSM BASE UNTIL FROST

DEPTH WHEN SIDEWALK MEET BUILDING OR STRUCTURE.

THE CONTRACTOR SHALL PROVIDE NFSM BASE UNTIL FROST

DEPTH WHEN SIDEWALK MEET BUILDING OR STRUCTURE.

NOTE: NOTE:

MANHOLE

CONC

SIDEWALK

EJ (TYP.)

CONC

SIDEWALK

BLDG

JOINT FILLER

JOINT SEALER

1.5

6A SECTION

6B CONTRACTION JOINT 6C EXPANSION JOINT

6D LATERAL TRANSITION 6E LONGITUDINAL TRANSITION

CONC SIDEWALK

NOT TO SCALE

TYP

VAR

100 PCC W/ 150X150 - 4.0DIA X 4.0DIA(#8) WWF

CENTERED IN SLAB

COMPACT TOP 150 OF EXISTING

SUBGRADE TO 90% COMPACTION

UNCLASSIFIED

MAT'L, 85% COMP

300 MIN CLASSIFIED MATERIAL

95% COMPACTION

COMPACTED NON-FROST-SUSCEPTIBLE

MATERIAL (NFSM) BASE

TOPSOIL AND

SODDING

MATCH THE EXIST BASE COURSE

(THK.=200mm MIN.)

MATCH THE EXIST SUBBASE COURSE

(THK.=200mm MIN.)

TW = (

OD+900 FOR PIPES LARGER THAN 600

OD+600 FOR PIPES 600 OR LESS

THE CONTRACTOR MUST VERIFY EXISTING AC PAVEMENT THICKNESS

FOR USING TACK COAT OR PRIME COAT BEFORE CONSTRUCTION.

NOTE:

TACK COAT OR PRIME COAT

SEE NOTE BELOW

25 CHAMFER

FNSH GRADE

D16 @ 250 OC

100 THK LEAN CONC

150 THK COMPACTED

GRAVEL FILL

0 88 CLR

150 250 250 150

WIDTH

FOR

5,800

LENGTH

PAD SIZE(MM)

CHILLER 3,500

AMOUNT

(EA)

CONC EQUIPMENT PAD

NOT TO SCALE54,800FUEL OIL TANK 1,900 2

NFSM

US Army Corps of Engineers ®

SHEET ID

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CHAIN LINK FABRIC FENCE (TYPE FE-5) - 1

NOT TO SCALE

FABRIC

BOTTOM RAIL

STRETCHER BAR BAND

TRUSS ROD BAND

CONC BASE

GROUND

75mmX85mm BOLT W/NUT

GATE FRAME

BOLTED SOLDERLESS CLAMP

HANDLE

SEE, DETAIL BELOW

EXOTHERMIC WELD

GATE

GATE FRAME

LATCH

PEEN END (TYP)

LATCH MOVEMENT DIRECTION

BRACE RAIL

10mm TRUSS ROD

BAND

FENCE POST

GATE FRAME (TYP)

13mmX88mm BOLT WITH NUT & 3 WASHERS

13mmX25mmX140mm STRAP

13mmX38mmX50mm P NOTCHED EACH SIDE

FENCE POST

BAND

BRACE RAIL

STRETCHER BAR

40 OD PIPE

CORNER POST

FINISH GRADE

10 MIN

TRUSS ROD

TOP RAIL EXPANSION

COUPLING @ 6000mm OC MAX

CHAIN LINK

FABRIC

(SEE NOTE #1 ON SHT C-502)

1D 1H

BAND

GATE LATCH TRUSS ROD

STRETCHER BAR

PLUNGER BAR

40 OD PIPE

(GATE FRAME)

BAND

WIRE TIES

BRACE

TRUSS ROD

10mm MIN

TOP RAIL - EXPANSION COUPLING

@ 6000mm 0C MAX

TOP RAIL EXPANSION

70 OD PIPE

TOP BAR

BRACE

COUPLING @ 6000mm OC MAX

1A 2.1M HIGH CHAIN LINK FABRIC FENCE : TYPE FE - 5

TYPE FE-5

FENCE CORNER

1B TYPICAL LINE POST

50 M

LINE POST

50 OD PIPE

450~900 SQ

CONC

GATE POST

165 OD PIPE

250 SQ CONC

(MIN)

GATE POST

165 OD PIPE

300 SQ CONC

(MIN)

LINE POST

50 OD PIPE

300 SQ CONC

(MIN)

300 SQ CONC

(MIN)

LINE POST

50 OD PIPE

400 SQ CONC

CAST-IN-PLACE

3000 VARIES

GATE DOUBLE SWING

3000 MULTIPLES OF 3000 END BAY 3000

450 SQ CONC FOR 75 DIA POSTS,

900 SQ CONC FOR 150 DIA POSTS &

1020 SQ CONC FOR 165 DIA POSTS.

BOTTOM BAR

40 OD PIPE

OUTSIDEINSIDE

COPPER CLAD

STEEL GROUND ROD

19mm X 3050mm LENGTH

FROM BLDG

#8 AWG STRANDED

BARE COPPER WIRE

FUSION

WELDING

#8 AWG STRANDED

BARE COPPER WIRE1C GATE FRAME

STANDARD TRUSS

ROD BAND

STRETCHER BAR

BAND

#9 GAGE WIRE FABRIC

50mm DIAMOND MESH

10mm STD

TRUSS ROD

1D TRUSS ROD & BAND

1H PLUNGER BAR

P L A N

ELEVATION

TRUSS ROD

10mm MINIMUM

7-REMOVABLE

PIN (TO LOCK IN

UP POSITION)

32mm HOLE

(2 EA)

HANDLE 25mmX100mm

STEEL BAR

13mmX50mmX363mm

STRAP BENT

AS SHOWN

250 SQ CONC (MIN)

1E CLAMP FOR BRACE RAIL H-BEAM

1F CLAMP FOR BRACE RAIL ROUND POST

1G GATE LATCH

P L A N

ELEVATION

13mmX38mm STRAP BENT

AS SHOWN-2 EA-LEGEND

VARIES

13mmX100mm BOLT WITH

NUT & 6 WASHERS

GATE POST

(TYP)

2 WASHER

(TYP)

13mm HOLE FOR PADLOCK

(EACH SIDE)

G A T E

FLEXIBLE

COPPER BRAID

BOLTED

SOLDERLESS CLAMP

PLUNGER-25mm DIAX700mm

STEEL BAR

1I GROUNDING

30mm SLEEVE FOR 25mm DIA

1M C-503

10 MIN

TRUSS ROD

STRETCHER BAR

WIRE TIES

C-503

1N C-503

1J C-503

BRACE

US Army Corps of Engineers ®

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CHAIN LINK FABRIC FENCE (TYPE FE-5) - 2

NOT TO SCALE

FABRIC

STRETCHER BAR (20mmX5mm)

TO ENGAGE EACH FABRIC LINK

STRETCHER BAR BAND

(25mmX3.2mm) TO BE 100mm MAX

FROM TOP AND BOTTOM

AND SPACED 381mm OC MAX

FABRIC

GROUND

CAST-IN-PLACE CONCRETE

GATE KEEPER

50mm PIPE

GATE FRAME

FENCE POST

GATE

CHAIN-LINK FENCE

FENCE POST

TIE WIRETIE WIRE

FABRIC

FABRICFENCE POST

FENCE POST

1/4

16R

1/4

1/4 1/4

1/4

3.38KG/M (2.27 #/FT)

40mm OD PIPE

FABRIC

TRUSS ROD

CAP

FENCE POST

1J STRETCHER BAR BAND

NOTES:

1. ALL FABRIC SHALL BE #9 GAGE WOVEN IN A 50mm MESH.

2. SEE CONSTRUCTION PLANS FOR TYPE OF FENCE, LOCATION,

AND SIZE OF GATES.

3. ALL THREADED ENDS OF FENCE CONNECTOR BOLTS SHALL BE PENNED.

4. FENCE GROUNDING:

a. ALL FENCES SHALL BE GROUNDED AT EACH TERMINATION, EACH CORNER, AND EACH SIDE OF EACH GATE.

b. FENCE CROSSED BY PRIMARY POWER LINES IN EXCESS OF 600 VOLTS

SHALL BE GROUNDED AT A POINT DIRECTLY BELOW THE CROSSING AND

AT 46M (150 FEET) ON EACH SIDE OF CROSSING.

c. FENCES PARALLEL TO OR WITHIN 30 METERS (100 FEET) OF A PRIMARY

POWER LINE IN EXCESS OF 600 VOLTS SHALL BE GROUNDED EVERY

150M (500 FEET).

5. CONCRETE FENCE POST FOOTING:

a. CONCRETE FOOTING SHALL BE CAST-IN-PLACE AGAINST UNDISTURBED

SOIL (PRE-CAST CONCRETE FOOTINGS ARE NOT ALLOWED).

b. THE POST HOLE SHALL BE EXCAVATED BY AUGER OR SHOVEL.

c. THE METAL FENCE POST SHALL BE PLUMB-SET IN THE POST HOLE.

6. LONG FENCE RUNS MAY USE D22 COIL WIRE WHEN APPROVED BY THE

CONTRACTING OFFICER.

1K GATE KEEPER

PERSPECTIVE

GATE SWING S E C T I O N

(TYPICAL AT ENDS OF FABRIC)

STRETCHER BAR ANCHOR

GATE KEEPER

LOCATION

1M WIRE TIES FOR TOP, BOTTOM, BRACE RAIL

16 GAGE TIE WIRE AS SPECIFIED

600mm OC MAX

P L A N

ELEVATION

1N POST HINGE

GATE POST 2.4M LONG

165mm OD @ 8.62 KG/M (5.79 #/FT)

DRILL 14mm FOR 13mm BOLT

22 22

13mm BOLT USS THREAD 50mm LONG, HEX HEAD W/NUT

GATE POST 2.4M LONG

165mm OD @ 8.62 KG/M (5.79 #/FT)

1O LINE POST ATTACHMENTS

1O1

ROUND POST

P L A N P L A N

ELEVATION

16 GAGE TIE WIRE AS SPECIFIED

300mm OC MAX

25 PL

TOP BAR

US Army Corps of Engineers ®

SHEET ID

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REVISION TAG

DRAWING ABBREVIATIONS ARCHITECTURAL GENERAL NOTES

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

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

ATC ACOUSTICAL TILE CEILING

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

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

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDERS HARDWARE

MANUFACTURERS ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

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

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER) BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR

FURNISHED/CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HTCEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORDCOORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

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

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DP DEMO PLAN

DR DOOR

DS DOWNSPOUT

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

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION AND FINISH

SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE BOARD

(INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GREXTERIOR GRADE

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

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR PANEL

FAS BD FASCIA BOARD

FC BRKFACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLRFINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FP FLOOR PLAN

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED PLASTIC

FRTW FIRE RETARDANT TREATED WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

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

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT INSTALLED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

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

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE AIR

(FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

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

IBC INTERNATIONAL BUILDING CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

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

JAN JANITOR

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

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

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

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

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

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

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

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTI

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

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

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

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER AND RECEPTACLE

PTN PARTITION

PWR POWER

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

QT QUARRY TILE

QTY QUANTITY

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

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

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

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SFTWD SOFTWOOD

SGL SINGLE

SHT MTL FLASH SHEET METAL

(FLASHING)

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

STRB/HRN STROBE/HORN

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

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

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

TYP. TYPICAL

U --------------------

U/C UNDER COUNTER

UNO UNLESS NOTED THERWISE

UTIL. UTILITY

V --------------------

V.C.T. VINYL COMPOSITION TILE

VERT. VERTICAL

VEST. VESTIBULE

VR VAPOR RETARDER

W --------------------

W. WOMEN

W/ WITH

W/C WHEEL CHAIR

W/D WASHER/DRYER

WD WOOD

WP WATER PROOFING

WR WATER RESISTANT

WWM WELDED WIRE MESH

Y --------------------

YD YARD

TEXT SYMBOLS

L ANGLE

& AND

@ AT

CONCRETE/ PRECAST

CONCRETE

SOIL

SAND, EIFS FINISH COAT, OR

CEMENT PLASTER

BRICK

CMU

STONE

FIBERGLASS SEMI RIGID

INSULATION

FIBERGLASS BATT INSULATION

MINERAL WOOL SEMI RIGID

INSULATION

EXPANDED POLYSTYRENE RIGID

INSULATION

EXTRUDED POLYSTYRENE RIGID

INSULATION

POLYISOCYANURATE RIGID

INSULATION

GYPSUM BOARD

EXTERIOR GYPSUM

SHEATHING

EXTERIOR CEMENT

BOARD

COATED GLASS MAT WATER

RESISTANT GYP BD

PLYWOOD

COVER BOARD

MATERIALS LEGEND

NORTH ARROW w/ TRUE NORTH

INDICATION

ELEVATION NUMBER

SHEET NUMBER

INTERIOR ELEVATION

SHEET NUMBER

Room name

150 SF

A-101

SIM

A-101

1 Ref

R e f

1Ref

R e f

A-101

1 PLATE NUMBER WHERE

SECTION/DETAIL IS

DRAWN

DETAIL INDICATOR SYMBOL

ELEVATION INDICATOR SYMBOL

EXTERIOR ELEVATION

SECTION

IDENTIFICATION

A-101

SIM

SECTION INDICATOR SYMBOL

OBJECT

REFERENCED

NORTH ARROW SYMBOL

ROOM IDENTIFIER SYMBOL

ROOM NAME

ROOM NUMBER

ELEVATION TAG

NAME

ELEVATION

SHEET KEY NOTE WINDOW TYPE DESIGNATOR

WALL TYPE DESIGNATOR

EQUIPMENT NUMBER

DESIGNATOR

1'6" 2'0

SCALE: 1" = 1'-0"

GRAPHIC SCALE

GRIDLINE REFERENCE

PLAN

NORTH

DOOR TAG

xx x

DOOR NUMBER

ARCHITECTURAL LEGEND

NUMBERING SYSTEM:

XX100

DISCIPLINE:

C - CIVIL

L - LANDSCAPE

A - ARCHITECTURE

M - MECHANICAL

E - ELECTRICAL

P - PLUMBING

S - STRUCTURAL

K - FOOD SERVICE

DISCIPLINE MODIFIER

REFER TO A/E/C CAD STANDARD FOR

SHEET NUMBERINGSTANDARDS

SHEET NUMBER WITHIN SERIES

1. ALL INSTALLATION AND NEW WORK FOR THIS PROJECT SHALL BE IN

ACCORDANCE WITH THE CONTRACT DRAWINGS AND SPECIFICATIONS.

2. VISIT THE PROJECT SITE INDICATED IN THE CONTRACT DRAWINGS AND

VERIFY EXISTING SITE CONDITIONS. ALL DIMENSIONS AND QUANTITIES

RELATED TO THE PROJECT SHALL BE VERIFIED PRIOR TO

COMMENCEMENT OF WORK.

3. DAMAGE CAUSED BY REMOVAL OPERATIONS OR CONSTRUCTION

ACTIVITY IN ALL AREAS OF THE PROJECT SITE SHALL BE REPAIRED/

RESTORED TO THE APPROXIMATE ORIGINAL CONDITIONS OR BETTER

AND SATISFACTORY TO THE CONTRACTING OFFICER AT NO COST TO

THE GOVERNMENT.

4. ANY DEVIATIONS FROM THE CONTRACT DRAWINGS WHICH ARE

REQUIRED BY FIELD CONDITIONS DIFFERING FROM THOSE INDICATED

ON THE DRAWINGS SHALL BE CALLED TO THE ATTENTION OF THE

CONTRACTING OFFICER FOR APPROVAL PRIOR TO COMMENCING WITH

THE WORK.

5. MECHANICAL, PLUMBING, FIRE PPROTECTION, TELECOMMUNICATION,

ELECTRICAL, FURNISHINGS AND OTHER MISCELLANEOUS ITEMS WHICH

ARE REQUIRED TO BE REMOVED PRIOR TO THE INSTALLATION OF NEW

WORK SHALL BE TEMPORARILY REMOVED AND REINSTALLED AS

DIRECTED BY THE CONTRACTING OFFICER.

6. ALL MATERIALS REQUIRED TO BE REMOVED IN THIS PROJECT SHALL

LEAVE THE AREA CLEAN AND COMPLETE TO THE SATISFACTION OF THE

CONTRACTING OFFICER.

7. UPON COMPLETION OF ALL WORK IN THIS PROJECT, LEAVE THE AREA

CLEAN AND COMPLETE TO THE SATISFACTION OF THE CONTRACTING

OFFICER. ALL WORK AREAS SHALL BE MAINTAINED IN A NEAT AND

ORDERLY MANNER AND SHALL BE CLEANED ON A DAILY BASIS.

CONSTRUCTION DEBRIS AND MATERIALS SHALL NOT BE ALLOWED TO

BE TRACKED OR CARRIED OUTSIDE THE CONSTRUCTION BOUNDARIES

AND SHALL BE CLEANED IMMEDIATELY WHEN INCIDENTAL ISSUES

OCCUR.

8. COORDINATE ACCESS TO VISITOR PASS OFFICE DURING

CONSTRUCTION WITH CONTRACTING OFFICER REPRESENTATIVE.

9. REMOVE AND REINSTALL ANY SIGN, FIXTURES, RECEPTACLES, ETC. AS

NEEDED TO ACCOMMODATE NEW CONSTRUCTIONS.

10. SECURE AND WEATHER PROTECT ANY ROUGH OPENINGS DURING NON-

WORKING HOURS.

11. ALL MATERIALS NECESSARY TO COMPLETE WORK SHALL BE STORED,

PROTECTED, AND SECURED ON SITE BEFORE COMMENCEMENT OF

WORK.

12. COORDINATE WITH USER AND/OR THE CONTRACTING OFFICER FOR

LOCATIONS OF LAY DOWN AREAS PER SITE LOCATION. LAY DOWN

AREAS MUST BE APPROVED BY THE CONTRACTING OFFICER. OBTAIN

INFORMATION ON GENERAL LAY DOWN AREA FROM THE CONTRACTING

OFFICER AS REQUIRED. IF DESIGNATED SITE IS NOT AVAILABLE,

COORDINATE WITH USER AND/OR THE CONTRACTING OFFICER FOR A

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 14, 2024.