Drawing_files___99528___CIVIL.pdf

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

SEWER LINE W/SCO

SEWER LINE W/SMH

SEWER LINE W/SEPTIC TANK

GREASE TRAP

WATER LINE W/VALVE & VALVE BOX AND MANHOLE

WATER LINE W/GATE VALVE, GATE VALVE BOX

WATER LINE W/FIRE HYDRANT

POST INDICATOR VALVE

RAW WATER LINE

WATER LINE W/AIR & VACUUM RELIEF VALVE

CHECK VALVE

CMU WALL FENCE W/BARBED WIRE

CHAIN-LINK FENCE

WOODEN FENCE

PORTLAND CEMENT CONCRETE

EXST

ASPHALTIC CONC PAVED ROAD W/CURB

CULVERT W/HEADWALL & ENDWALL

DIRT ROAD

GROUTED STONE OPEN DITCH

W/DIRECTION OF FLOW

CONC OPEN DITCH

CONC DITCH, CONC COVERED

DRAIN LINE W/DMH

DRAIN LINE W/SURFACE INLET,

D

D

D D

SD

SD

SD

BUILDING

CONC SLAB & CONC SIDEWALK

CONC STEPS W/HANDRAILS

REMOVAL NEW

W W

RW

W A

RW

W

W

W

W

W

W

W

W

A

RW

W A

W

W

W

REMOVAL

S

EXST

S

S

S

S

S

SS

SS

NEW

SS

CRM

BOT,B

CMS

CLR

CONSTR

CW

CV

CTRJ

C TO C

CTG

CRV

CP

CORR

COR

CONT

CONN

CONC

COL

CMU

CMP

CLKG

CLJ

CL OR C

CJ

CI-CIP

CHAN

CAP

C

BS

BRK

ACM

BO

BLK

BLDG(S)

BKS

BH

BCE

BARR

AVG

AUTO

AT/FP

ASPH

ASAP

ARCH

APPROX

ALT

AL

AKR

A/G

ADJ

ADH

ADD

AD

ACS

ACP

ACFT

AC

AB

MATERIALMATL

PROPERTY (MATERIAL)

HEXAGON

HARDWARE

HOSE BIBB

HIGH, HEAD, HORIZONTAL

GALVANIZED

GREASE TRAP

GATE VALVE

GALVANIZED STEEL PIPE

GRADE 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

H

HB

HEIGHT

GS-GSP

GND

GR

GT

GV

GEN

GFP(M)

GL

GROUND

GRADE

CUBIC METER PER SECOND

CEMENT MASONRY UNIT

CORRUGATED METAL PIPE

CONTROL JOINT

CENTER LINE

CONSTRUCTION JOINT

CAST IRON PIPE

CAULKING

CHANNEL

L

BOTTOM

BOTH SIDES

CAPACITY

CONDUIT

BLOW-OFF

BUILDING(S)

BRICK

BLOCK

FD

FIN OR FNSH

FOR

FW

FOS

FL

FHY

FDN

FINISH

EXST

EW

EXT

ENT

EST

ETC

EXP JT

NOT TO SCALENTS

O TO O

PC

PCC

P

PAV

OUT

OD

ORIG

O/H

OPNG

OPTL

OC

OA

OUT TO OUT

POINT OF CURVATURE

POLE

PAVEMENT

OUTLET

OUTSIDE DIAMETER

ON CENTER

ORIGINAL

OVERHEAD

OPENING

OPTIONAL

OVERALL

NOMEN

NO OR #

MTG

NIC

MJ

N

NFSM

mm

MISC

MIN

MLD

MET

MAX

MDL

MECH

MOUNTING

NOMENCLATURE

MECHANICAL JOINT

NON FROST SUSCEPTIBLE

NOT IN CONTRACT

MATERIAL

NUMBER

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

EL

ELEC

EMH

ENCL

ENGRG

E

EA

ECL

EAST

EACH

DSGN

DWEL

DWG(S)

DPW

DN

DP

DR

DESIGN

DOWN

DROP

ASBESTOS CONTAINING

ASBESTOS CEMENT PIPE

MATERIAL

AREA DRAIN

ASPHALTIC CONCRETE

ANCHOR BOLT

ADDITION

ACCESS

AIRCRAFT

DIAG

DIM

DI-DIP

DISTR

DL

D

DET(S)

DF

DIA

DIAGRAM

DEPTH

IJ ISOLATION JOINT

KSC

L

M

LONG

LYT

LG

L

INVT

KPH

JT

IS

INTR

INSUL

INSTL

INL

KILOGRAMS PER SQUARE

CENTIMETER

LONGITUDINAL

LITERS

METERS

LAYOUT

LENGTH

LONG

KILOMETERS PER HOUR

INSECT SCREEN

INSTALLATION

INVERT

JOINT

INTERIOR

INSULATION

INLET

HORIZ

HWL

IE

ID

HW

HP

HM

INVERT ELEVATION

INSIDE DIAMETER

HIGH WATER LEVEL

HEADWALL, HOT WATER

HORSEPOWER, HIGH POINT

HORIZONTAL

HOLLOW METAL

EVERGREEN OR DECIDUOUS TREE

A/G & U/G FUEL OIL STORAGE TANK

N

NORTH DIRECTIONAL ARROW

REMOVAL

W

(X 23.60)

A/G U/G

EXST

23.60 SPOT ELEVATION

GRAVE & CEMETERY

CONTOUR LINE

DRY FARM

WATER LEVEL

NEW

RICE PADDY

RD ROAD

WOOD,

OR DITTO

WIRE MESH

WELDED

WELDED WIRE MESH

WATER

WEIGHT

WOODEN POLE

WITHOUT

TRANSFORMER

PERCENT

AND

AT

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)

SURFACE INLET

SEPTIC TANK

STATION

SQUARE

SI

ST

STA

SST

SQ

SQUARE METER

SLOPE

SIMILAR

SHEET

SEWER LINE

SM, M2

SP

SOLV

SMH

SLP,S

SIM

SHT

SL

L

P

XFMR

SURFACE CLEANOUT

REINFORCING BAR

SHOULDER

SOUTH

SCALE

SADDLE

SECTION

RAW WATER, RETAINING WALL

SC

SHLDR

SCO

SDL

SECT

RW

S

REPLACE

REQUIRED

REVIEW,REVISE

ROOM

REPAIR

RECTANGULAR

REFERENCE

RELOCATED

REPL

REQ’D

REV

RM

RPR

RE-BAR

RECT

REF

RELOC

W/O

WWM

WTR

WT

WP

WM

WLD

WH

WL

WD

W/

W

WITH

VERT

VEL

VB

VAR

CABLE LINE

TELEPHONE

TELEPHONE MANHOLE

TOTAL

TOP OF STEEL

STAIRWAY

STRUCTURAL

STORAGE

STEEL

STANDARD

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

RC

RBR

RAD,R

R

PARTITION

POWER

QUANTITY

PWR

PT

Q

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

PP

PRV

PROJ

PRESS

PREFAB

PERM

PG

PNT

PI

STWY

SUSP

SW

SYS

STRL

STOR

STL

STD

SUB DRAINSD

AIR VACUUM RELIEF VALVEAVRV

ACU AIR CONDITIONING UNIT

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 TOPOGRAPHIC INFORMATION SHOWN ON THE DRAWINGS IS FROM A

TOPORAPHIC SURVEY PERFORMED SEVERAL YEARS AGO AND MAY NOT

ACCURATELY REFLECT EXISTING CONDITIONS AT CAMP CASEY.

THE CONTRACTOR SHALL VERIFY EXISTING SITE CONDITIONS BASED ON

FIELD VERIFIED CONDITIONS, AND SHOP DRAWINGS AS REQUIRED TO MAKE

ADJUSTMENTS TO FIELD CONDITIONS.

MAJOR DISCREPANCIES SHALL BE BROUGH TO THE ATTENTION OF THE

CONTRACTING OFFICER.

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.

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 DAMAGED AS A RESULT OF THE CONSTRUCTION WORK,

WHETHER SHOWN ON THE DRAWINGS OR NOT,

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. FIRELINES SHALL BE PLACED BELOW THE FROST LINE WITH TOP OF

PIPE 1.5M BELOW FINISH GRADE.

8. USE 1.2M FOR THE FROST DEPTH AT CAMP CASEY PER FED

DIRECTION.

PROJECT LIMIT

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

SHOWN ON THE GRADING PLAN BUT ALSO INCLUDES WORK IN THE

INTERIOR OF THE BUILDING AS INDICATED ON THE ARCHITECTURAL

PLANS. 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 DEPOSITED IN DRAINAGE FACILITIES, ROADWAYS

AND OTHER AREAS. THE COSTS INCURRED FOR ANY NECESSARY

REMEDIAL ACTION BY THE CONTRACTING OFFICER SHALL BE PAYABLE

BY THE CONTRACTOR.

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 CASEY DETERMINED BY THE CONTRACTING OFFICER.

4. ALL STRUCTURES WITHIN THE PROJECT BOUNDARY SHALL BE

DEMOLISHED AND REMOVED, UNLESS OTHERWISE INDICATED.

5. EXISTING ASPHALTIC CONCRETE 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 DPW.

SCOPE OF WORK:

REPAIR & MAINTENANCE WORK:

D

CB

SSTGTWWW X

X

FIRE PROTECTION WATER LINEF F F

XX

EXST TREE AREA

X

CURB INLET

AT/FP SETBACK

EXST WATER LINE

TO BE ABANDONED

W

AT/FP CLEAR ZONE LINE

REPAIR BY REPLACING ASPHALT CONCRETE PAVEMENT AT THE

WEST SIDE OF BUILDING 2299.

REPAIR BY REPLACING CONCRETE DITCH W/STEEL GRATING AT THE

WEST SIDE OF BUILDING 2299. ROOF DRAINS SHALL CONNECT TO

THIS CONCRETE DITCH.

REPAIR BY REPLACING CONCRETE CURBS AT THE SOUTHWEST AND

EAST SIDES OF BUILDING 2299.

REPAIR BY REPLACING CONCRETE SWALE AT THE EAST CORNER OF

BUILDING 2299.

REPAIR BY REPLACING UNPAVED AREA WITHIN THE GRADING LIMIT

WITH SOLID SOD.

REPAIR BY REPLACING CONCRETE SIDEWALK AND STEPS AT THE

SOUTHWEST CORNER OF BUILDING 2299.

REPAIR BY REPLACING CONCRETE PAD FOR EQUIPMENTS.

NEW WORK:

PROVIDE A NEW 80mm WATER LINE AT THE WEST SIDE OF

BUILDING 2299.

PROVIDE A NEW 200mm SEWER LINE WITH A NEW SEWER MANHOLE

AND A NEW OIL/WATER SEPARATOR UNIT AT THE SOUTHWEST

CORNER OF BUILDING 2299, RESTORE AC PAVEMENT ALONG THE

PATH OF THIS 200mm SEWER LINE.

PROVIDE A NEW 63mm GAS LINE AND CHAIN LINK FENCE

ENCLOSURE AT THE SOUTHWEST CORNER OF BUILDING 2299,

RESTORE AC PAVEMENT ALONG THE PATH OF THIS 63mm GAS LINE

S E

T

ID

C O

P E

O F

W O

R K

C

IV

IL

A

B B

R E

V

IA

T

IO

N S

N

O T

E S

L

E G

E N

C-001

2 3

C

4 5

A

B

SHEET

IDENTIFICATION

NUMBER

Sheet of

S E

T

ID

S c a le

A p p ro v e d b y

D w n b y

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D e s ig n e d b y

D a te

P ro je c t n o

S u b m it te d b y

D ra w in g n o

J

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F E

W R

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P A

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R e v ie w e d b y D

A T

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U ti li ti e s

F ir e P re v

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IF

IC

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

D

IR

E C

T O

R A

T E

O F

P U

B L

IC

W

O R

K S

E N

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IN

E E

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G D

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-5

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A R

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G A

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SCALE: 1:200

0 2 4 8

REMOVAL PLAN

SCALE: 1 : 200

GENERAL NOTES:

1. A DETAILED TOPOGRAPHIC SURVEY INDICATING ACCURATE PAVEMENT ELEVATIONS

AND UTILITY INVERT ELEVATIONS WAS NOT AVAILABLE FOR DESIGN DEVELOPMENT.

THE CONTRACTOR’S PROPOSAL SHALL INCLUDE VERIFICATION OF EXISTING SITE

CONDITIONS, DESIGN OF UTILITY PROFILES BASED ON FIELD VERIFIED CONDITIONS,

AND SHOP DRAWINGS AS REQUIRED TO MAKE ADJUSTMENTS TO FIELD CONDITIONS.

NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR THIS WORK.

NOTES:

1. QUANTITIES SHOWN ARE APPROXIMATE AND ARE FOR BID PURPOSES ONLY, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ACTUAL QUANTITIES BASED

ON THE CONTRACT DOCUMENTS REQUIREMENTS.

2. FOR GENERAL NOTES & LEGEND SEE SHEET C-001.

3. THE CONTRACTOR MUST VISIT THE JOB SITE PRIOR TO SUBMITTING HIS PROPOSAL.

4. FOR ELECTRICAL REMOVAL PLAN, SEE SHEET ES101.

5. TREES WITH TRUNK DIAMETERS < 200mm SHALL BE

REMOVED/TRANSPLANTED BY CONTRACTOR TO LOCATIONS APPROVED BY

DPW BEFORE CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR MAINTENANCE OF TRANSPLANTED

TREES AFTER TRANSPLANTING TO THE DESIGNATED LOCATION(S) FOR

THE DURATION OF CONSTRUCTION.

DESCRIPTIONS R E M A R K SITEM NOS

R E M O V A L S C H E D U L E

QUANTITIES

1 660 SM T = 0.05 M

24 SM

10 LM

3.2 LM

40 LM

55 LM H = 0.4M

8 1 EA

CONCRETE DITCH

STEEL CABLE BARRIER

CONCRETE PAD

CONCRETE PAVEMENT

AC PAVEMENT

63mm GAS LINE

CONCRETE CURB

CHAIN LINK FENCE & GATE

9 1 EATRASH ENCLOSURE (2.5M X3.7M)

9 EATREES10

H = 2.9M

H = 2.1M

1 EA

SEE ARCHITECTURAL PLANS FOR

REMOVAL OF EXISTING BUILDING AREAS

11 5 LMWOOD CURB

H = 0.3M

CD101

EXIST FE MAINT STORAGE

TO BE RELOCATED

SEE SHEET CS102.

FY15 OMA SRM PROJECTS, PACKAGE #1

FEWR #109823 REQUEST TO REPAIR BUILDING

#2262, #2263, CAMP CASEY

(UNDER CONSTRUCTION - BY OTHERS)

D

2 3

C

4 5

A

B

SHEET

IDENTIFICATION

NUMBER

Sheet of

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

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4.70

SCALE: 1:200

0 2 4 8

SITE LAYOUT PLAN

SCALE: 1 : 200

CONC PAD FOR ACCU7

CONC PAD FOR

RELOCATED EXIST FE MAINT STORAGE

TRASH ENCLOSURE

SEE ARCH DWG AE701

TOP EL 67.00

RESTORE EXIST AC PAVEMENT

A=360 M2

GENERAL NOTES:

1. A DETAILED TOPOGRAPHIC SURVEY INDICATING ACCURATE PAVEMENT ELEVATIONS

AND UTILITY INVERT ELEVATIONS WERE NOT AVAILABLE FOR DESIGN DEVELOPMENT.

THE CONTRACTOR’S PROPOSAL SHALL INCLUDE VERIFICATION OF EXISTING SITE

CONDITIONS, DESIGN OF UTILITY PROFILES BASED ON FIELD VERIFIED CONDITIONS,

AND SHOP DRAWINGS AS REQUIRED TO MAKE ADJUSTMENTS TO FIELD CONDITIONS.

NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR THIS WORK.

2. FOR GENERAL NOTES & LEGEND, SEE SHEET C-001.

CS102

CONC CURB

L=22 M

CONC CURB

L=8 M

AC PAVEMENT JOINT

(EXIST TO NEW)

1.2M WIDE CONC SIDEWALK6

1.2M WIDE CONC SIDEWALK AND STEPS6

2.1M H CHAIN LINK FENCE

W/1.2M W SINGLE SWING GATE

FY15 OMA SRM PROJECTS, PACKAGE #1

FEWR #109823 REQUEST TO REPAIR BUILDING

#2262, #2263, CAMP CASEY

(UNDER CONSTRUCTION - BY OTHERS)

FY15 OMA SRM PROJECTS, PACKAGE #1

FEWR #109823 REQUEST TO REPAIR BUILDING

#2262, #2263, CAMP CASEY

(UNDER CONSTRUCTION - BY OTHERS)

CONC PAD FOR HPU7

D

2 3

C

4 5

A

B

SHEET

IDENTIFICATION

NUMBER

Sheet of

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

SDSD

67.42T

67.27B

SCALE: 1:200

0 2 4 8

GRADING & DRAINAGE PLAN

SCALE: 1 : 200

STA 0+00 DL "A"

CONN TO EXIST CONC COVERED DITCH

TOP EL 66.72%%p(EXIST-ASSUME)

INVT EL 66.25%%p (EXIST-ASSUME)

STA 0+26.5 DL "A"

TOP EL 67.25

INVT EL 66.68

STA 0+31.7 DL "A"

CONN TO 150mm DL

TOP EL 67.26

INVT EL 66.83(150mm DL)

INVT EL 66.73

STA 0+48.2 DL "A"

CONN TO DOWNSPOUT DRAIN

TOP EL 67.26

INVT EL 66.96 ( DOWNSPOUT DRAIN)

INVT EL 66.90

GENERAL NOTES:

1. A DETAILED TOPOGRAPHIC SURVEY INDICATING ACCURATE PAVEMENT ELEVATIONS

AND UTILITY INVERT ELEVATIONS WERE NOT AVAILABLE FOR DESIGN DEVELOPMENT.

THE CONTRACTOR’S PROPOSAL SHALL INCLUDE VERIFICATION OF EXISTING SITE

CONDITIONS, DESIGN OF UTILITY PROFILES BASED ON FIELD VERIFIED CONDITIONS,

AND SHOP DRAWINGS AS REQUIRED TO MAKE ADJUSTMENTS TO FIELD CONDITIONS.

NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR THIS WORK.

2. FOR GENERAL NOTES & LEGEND, SEE SHEET C-001.

3. FOR ELECTRICAL PLAN, SEE SHEET ES102.

CG103

CONN TO DOWNSPOUT DRAIN

TOP EL 67.26

INVT EL 66.96 ( DOWNSPOUT DRAIN)

STA 0+19.5 DL "A"

TOP EL 67.15

INVT EL 66.60

CONC PAD FOR ACCU

TOP EL 67.80

CONC PAD FOR

RELOCATED EXIST FE MAINT STORAGE

TRASH ENCLOSURE

SEE ARCH DWG AE701

TOP EL 67.00

APPROXIMATE GRADING LIMITS

SOLID SOD5

SOLID SOD5

APPROXIMATE

GRADING LIMITS

CONC SWALE

MIN SLOPE 0.5%

STA 0+09.8 DL "A-1"

CONN TO CONC OPEN TRENCH

TOP EL 67.27

INVT EL 66.97

CONC STEPS6

CONC PAD FOR HPU

TOP EL 67.90

D

2 3

C

4 5

A

B

SHEET

IDENTIFICATION

NUMBER

Sheet of

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

����������SS

SDSDSDSDSD

SCALE: 1:200

0 2 4 8

UTILITY PLAN

SCALE: 1 : 200

STA 0+08.7 SL "A-1"

OIL/WATER SEPARATOR #A-2

TOP EL 67.60

INL INVT EL 65.71

OUTL INVT EL 65.63

BOT EL 64.23

STA 0+00 SL "A"

CONN TO EXIST SMH

TOP EL 68.17%%p(EXST-ASSUME)

INL INVT EL 64.50 (SL "A")

INL INVT EL 64.15%%p(EXST-ASSUME)

OUTL INVT EL 64.13%%p(EXST-ASSUME)

STA 0+00 NGL "A"

CONN TO EXIST GAS MH

TOP EL 68.50%%p(EXIST-ASSUME)

STA 0+10.8 NGL "A"

1-63mmX1/4 BEND

STA 0+17.9 NGL "A"

1-63mmX1/8 BEND

GENERAL NOTES:

1. A DETAILED TOPOGRAPHIC SURVEY INDICATING ACCURATE PAVEMENT ELEVATIONS

AND UTILITY INVERT ELEVATIONS WERE NOT AVAILABLE FOR DESIGN DEVELOPMENT.

THE CONTRACTOR’S PROPOSAL SHALL INCLUDE VERIFICATION OF EXISTING SITE

CONDITIONS, DESIGN OF UTILITY PROFILES BASED ON FIELD VERIFIED CONDITIONS,

AND SHOP DRAWINGS AS REQUIRED TO MAKE ADJUSTMENTS TO FIELD CONDITIONS.

NO ADDITIONAL AMOUNT WILL BE PAID TO THE CONTRACTOR FOR THIS WORK.

2. ALL WATER LINES (INCLUDING FIRE SERVICE LINE) COVERING DEPTH SHALL BE AT

LEAST 0.305 METERS BELOW FROST DEPTH.

3. SEWER LINES SHALL BE PLACED AT OR BELOW THE FROST DEPTH.

4. USE 1.52 METERS FOR FROST DEPTH AT CAMP CASEY.

5. FOR GENERAL NOTES & LEGEND, SEE SHEET C-001.

6. FOR ELECTRICAL AND COMMUNICATION DISTRIBUTION PLAN,

SEE SHEETS ES102 TO ES108.

7. FOR DETAIL OF OIL/WATER SEPARATOR, SEE SHEET CU501.

STA 0+00 WL "A"

CONN TO EXIST 250mm WL(EXIST-ASSUME)

1-250X250X80mm TAPPING SLEEVE

1-80mm TAPPING VALVE W/BOX

STA 0+22 SL "A"

STA 0+00 SL "A-1"

SMH #A-1

TOP EL 67.50

INL INVT EL 65.70

INL INVT EL 65.50 (SL "A-1")

OUTL INVT EL 65.45

STA 0+14.4 SL "A-1"

1-150mmX1/8 BEND

CU104

STA 0+26.5 SL "A"

1-SCO (TYPE I)

TOP EL 67.25

1-150X150X100mm WYE

1-100mmX1/8 BEND

SL "A-1"

STA 0+03 WL "A"

1-80mmX1/8 BEND

RESTORE EXIST AC PAVEMENT

A= 9M2

INVT

EL 65.87

RESTORE EXIST AC PAVEMENT

A= 23M2

D

2 3

C

4 5

A

B

SHEET

IDENTIFICATION

NUMBER

Sheet of

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

LIQUID LEVEL

HOLDING TANK

SLUDGE LEVEL

STL PLATE COVER

1600250 250

50mm CLR

OIL /WATER SEPARATOR DETAILS (GRAVITY TYPE)

NOT TO SCALE

WELDED TO ANGLE SPACED @ 450mm OC

DET EDGE OF PLATE LIFTING HANDLE

NOT TO SCALE

C O V E R D E T A I L S

TYPICAL CORNER REINFORCEMENT LAPPING

HORIZONTAL BARS

LIFTING HANDLE W/22mmDIA HOLES

STL CHECKERED PLATE COVER

16mmDIA LIFTING HANDLE

SEE DET

1D

1E

1E3

16mmDIA GALV STL BAR

& 22mmDIA HOLES

LIFTING HANDLE

6mm THK GALV

16mmDIA GALV STL BAR

1E2

L 38mmx38mmx5mm ANGLE

EDGES OF EACH STEEL PLATE

STIFFENER AROUND ALL

1E1

STL PLATE COVER

& FROM EACH END

W/ 13mmDIAx150mmLONG ANCHORBOLT

L 63mmx63mmx6mm STILL

38mm

200(TYP)

3mm STL COVER

41mm OPENING

6mm THK GALV

STL CHECKERED PLATE COVER

TYP

2-18

OPENING 25

WELDED TO L

25mmx6mm BAR

2. C.I. (CAST IRON) PIPE AND FITTINGS SHALL BE FLANGED

A FLEXIBLE JOINT (SLIP, MECH JT OR COUPLING) SHALL

BE PROVIDED WITHIN 0.6M (2’) OUTSIDE OF CONCRETE

150 PSI (10KGF/CM ) AWWA STD.

HOLDING TANK WALL.

ASTM A615 DEFORMED OR Fy = 40,000 PSI(28KGF/MM )

CLASS "AA" Fc = 4,000 PSI(280KGF/CM ) AT 28 DAYS

GENERAL NOTES:

B. REINFORCING STEEL

1. MATERIALS

A. CONCRETE

1B S E C T I O N

D16 @ 200mm OC

EACH WAY (TYP)

1C S E C T I O N

1E2

6mm THK GALV STL CHECKERED

PLATE COVERS

D16 @ 200mm OC

EACH WAY (TYP)

D13 @ 200mm OC EW

AT BOTTOM

75mm CLR TYPICAL

EFFLUENT

EFFLUENT

FOR WALL

50mm CLR TYP

FNSH GRADE

TOP AND BOTTOM

FLANGED CI TEES

SLUDGE LEVEL

2EA PER PANEL

LIFTING HANDLE

16mmDIAx150mmL COVER

HOLDING TANK

1200 1200

INFLUENT

D16 @ 200mmOC EW

@ PERIMETER WALLS

WATERSTOP TYPICAL

CI 200mmDIA PIPE INFLUENT

STL PLATE COVERS

SEE DET

LIFTING HANDLE

SEE DET

D16 @ 200mm OC EW (TYP)

600x100 OPEN SPACE

AT MIDDLE OF WALL

1B

1A P L A N

1C

1E2

1E3

1D

D16 @ 200mmOC EW

FNSH GRADE

D

2 3

C

4 5

A

B

SHEET

IDENTIFICATION

NUMBER

Sheet of

DIRECTORATE OF PUBLIC WORKS

ENGINEERING DIVISION

IMCOM-Pacific

UNIT 15742, APO AP 96205-5742

76 8

CU501