Drawing_KU-00502-6J_W90VN921R0048.pdf

PDF 3 MB Posted Jun 14, 2021

Attached to: Replace Helipad H-608 at Salem Site, Kum-O Mountain, Gumi
Solicitation number: W90VN921R0048
Issued by: Department of the Army Materiel Command Army Contracting Command

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N x x x x x

G-010

VICINITY MAP

N0T TO SCALE

KWANGJU

WAEGWAN

TAEJON

KIMHAE

PUSAN

CHINHAE

YECHON

WONJU

SONGTAN

KANGNUNG

SAMCHOK

SEOUL

MUNSAN

UIJONGBU

INCHON

SUWON

POHANG

KYONGJU

KUNSAN

TONGDUCHON

SOKCHO

HOENGSONG

PYONGTAEK

CHUNCHON

WEST SEA

TONGYOUNG

CHUNGJU

MOKPO

SEA

EASTERN

DAEGU

SALEM SITE

GUMI

PROJECT SITE

SCALE 1:400

GRAPHIC SCALE

1600080000

SCALE: 1:400

LOCATION PLAN

SALEM, KOREA

REPLACE HELIPAD H-608

FY17 OMA, FEWR #KU-00502-6J,

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No. CE 662

RTIFICAT

DIRECTORATE OF

DRAIN OR DOOR

DROP MANHOLE

DUCTILE IRON PIPE

DRINKING FOUNTAIN

ELECTRICAL MANHOLE

U/G ELECTRICAL CABLE LINE

DRAINAGE MANHOLE

PUBLIC WORKS

EXPANSION JOINT

ENTERING, ENTRANCE

FUEL OIL SUPPLY

FOOT (FEET)

FLOOR LEVEL

FIRE HYDRANT

FLOOR DRAIN

GOVERNMENT FURNISHED

GALVANIZED STEEL PIPE

GREASE TRAP

HIGH, HEAD, HORIZONTAL

PROPERTY (MATERIAL)

DIAGRAM

DIA

DET(S)

DISTR

DI-DIP

DIM

DIAG

AIRCRAFT

ACCESS

ADDITION

ANCHOR BOLT

ASPHALTIC CONCRETE

AREA DRAIN

MATERIAL

ASBESTOS CEMENT PIPE

ASBESTOS CONTAINING

DROP

DOWN

DESIGN

DPW

DWG(S)

DWEL

DSGN

EACH

EAST

ECL

ENGRG

ENCL

EMH

ELEC

ADJACENT

ANCHOR

ALTITUDE

ABOVEGROUND

ALUMINUM

APPROXIMATE

ARCHITECTURAL

AVERAGE

BARRIER

AUTOMATIC

BASE CIVIL ENGINEER

BOILER HOUSE

BARRACKS

ASPHALTIC

AS SOON AS POSSIBLE

AIR VACUUM RELIEF

DMH

ADHESIVE

DRAIN LINE

DRAWING(S)

DWELLING

DISTRIBUTION

DIMENSION

DIAMETER

DETAIL(S)

ENGINEERING

ENCLOSURE

ELECTRICAL

ELEVATION

EXP JT

ETC

EST

ENT

EXT

EXST

FINISH

FDN

FHY

FOS

BLOCK

BRICK

BLOWOFF (VALVE)

BOTH SIDES

BOTTOM

GRADE

GROUND

GFP(M)

GEN

GND

GS-GSP

HEIGHT

HEX

HGT

HDW

GALV

EXTERIOR

EXISTING

ETCETERA

ESTIMATE

EACH WAY

FIRE WATER

FOUNDATION

GENERATOR

GRADE LINE

GATE VALVE

GALVANIZED

HOSE BIBB

HARDWARE

HEXAGON

ACFT

ACP

ACS

ADD

ADH

ADJ

A/G

AKR

ALT

APPROX

ARCH

ASAP

ASPH

AUTO

AVG

AVRV

BARR

BCE

BKS

BLK

ACM

BRK

BOT, B

NEW

CONC STEPS W/HANDRAILS

CONC SLAB & CONC SIDEWALK

BUILDING

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

ASPHALTIC CONC PAVED ROAD W/CURB

EXST

(TO BE ABANDONED)

STD

STL

STOR

STRL

SYS

SUSP

STWY

PNT

PERM

PREFAB

PRESS

PROJ

PRV

PAINT

PRESS GATE

PERMANENT

PREFABRICATED

PRESSURE

PROJECT

OVERHEAD PRIMARY POWER LINE

POINT OF INTERSECTION

PRESSURE REDUCING VALVE

TCL

T/B

TEL

THK

TEMP

THRU

THD

TYP

TOT

TOS

U/G

UNIF

TMH

PTN

PVC

PVI

PVT

PSP

PWR

QUANTITY

POWER

PARTITION

RAD, R

RBR

RCP

RIGHT

RADIUS

RUBBER

POINT OF TANGENT

POLYVINYL CHLORIDE

POINT OF VERTICAL INTERSECTION

POINT OF VERTICAL TANGENCY

REINFORCED CONCRETE

REINFORCED CONCRETE PIPE

PERFORATED STEEL PLATE

UNIFORM

UNDERGROUND

THREAD

TEMPORARY

TELEPHONE

UNDERGROUND

TITLE BLOCK

THICK

THROUGH

TYPICAL

SYSTEM

SWITCH

SUSPEND(ED)

STANDARD

STEEL

STORAGE

STRUCTURAL

STAIRWAY

TOP OF STEM

TOTAL

TELEPHONE MANHOLE

TELEPHONE

CABLE LINE

VAR

VEL

VERT

WITH

WLD

WTR

WWM

W/O

RELOC

REF

RECT

RE-BAR

RPR

REV

REQ'D

REPL

RELOCATED

REFERENCE

RECTANGULAR

REPAIR

ROOM

REVIEW, REVISE

REQUIRED

REPLACE

SECT

SDL

SCO

SHLDR

RAW WATER (LINE)

SECTION

SADDLE

SCALE

SOUTH

SHOULDER

REINFORCING BAR

SURFACE CLEANOUT

XFMR

SHT

SIM

SLP, S

SMH

SOLV

SEWER LINE

SHEET

SIMILAR

SLOPE

SQUARE FEET

SST

STA

SQUARE

STATION

SEPTIC TANK

SURFACE INLET

SPEC(S)

SEWER MANHOLE

SOLENOID VALVE

STEEL PIPE, OVERHEAD SECONDARY

POWERLINE, STATIC PRESSURE

SPECIFICATION(S)

STAINLESS STEEL

VARIOUS

VALVE BOX

VELOCITY

VERTICAL

WIND LOAD, WATER LINE

WEST, WIDTH

WASTE DRAIN

WALL HYDRANT

SAME AS ABOVE

PLUS OR MINUS

PLATE

NUMBER

EQUAL

AND

PERCENT

TRANSFORMER

WITHOUT

WOODEN POLE

WEIGHT

WATER

WELDED WIRE MESH

WELDED

WIRE MESH

OR DITTO

WOOD,

ROADRD

RICE PADDY

WATER LEVEL

DRY FARM

CONTOUR LINE

GRAVE & CEMETERY

EXST U/G PIPE

SPOT ELEVATION

23.60

U/GA/G

(X 23.60)

B95-359

EL 88.06

NORTH DIRECTIONAL ARROW

A/G & U/G FUEL OIL STORAGE TANK

EVERGREEN OR DECIDUOUS TREE

HOLLOW METAL

HORIZONTAL

HORSEPOWER

HEADWALL, HOT WATER

HIGH WATER LEVEL

INSIDE DIAMETER

INVERT ELEVATION

HWL

HORIZ

INLET

INSULATION

INTERIOR

JOINT

INVERT

INSTALLATION

INSECT SCREEN

LONG

LENGTH

LOW WATER LEVEL

LITERS

LONGITUDINAL

INL

INSTL

INSUL

INTR

INVT

LWL

LONG

ISOLATION JOINTIJ

MIDDLE

MAXIMUM

METAL

MINIMUM

MECHANICAL

MISCELLANEOUS

NORTH

NUMBER

MATERIAL

NOT IN CONTRACT

NON FROST SUSCEPTIBLE

MECHANICAL JOINT

NOMENCLATURE

MOUNTING

MECH

MDL

MAX

MET

MIN

MISC

NFSM

NIC

MTG

NO OR #

NOMEN

OVERALL

OPTIONAL

OPENING

OVERHEAD

ORIGINAL

ON CENTER

OUTSIDE DIAMETER

OUTLET

PAVEMENT

POLE

POINT OF CURVATURE

OUT TO OUT

OPTL

OPNG

O/H

ORIG

OUT

PAV

PCC

O TO O

NTS NOT TO SCALE

MATL MATERIAL

PORTLAND CEMENT CONCRETE

WOODEN FENCE

CHAIN-LINK FENCE

CMU WALL FENCE W/BARBED WIRE

CHECK VALVE

WATER LINE W/AIR & VACUUM RELIEF VALVE

RAW WATER LINE

FIRE HYDRANT W/GUARD POSTS

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

VALVE

LYT LAYOUT

POUND PER SQ FT

PSI

PSF

POUND PER SQ INCH

LC CENTER LINE

FUEL OIL RETURNFOR

BM BENCH MARK

FOL FUEL OIL LINE

PIV

TBM TOTAL BENCH MARK

DEPTH, DRAIN

ABAN ABANDON

POL PETROLEUM-OIL LOBRICANT

DRAIN LINE W/DMH

BC BOTTOM OF CURB

TOP OF CURBTC

SOLID SOD

LT LEFT

O/S OFFSET

LIMITS OF SAWCUT AC

REMOVE

POL PETROLEUM, OIL & LUBRICANT

POST INDICATOR VALVE

ARV AIR RELIEF VALVE

450 450

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

C I V I L L E G E N D

GTV

AWx

WxWx

150150

150 150

200200

150 150

200 200

E/W150

SSx

SDx SDx

SODDED EARTH SWALE

NEWEXST REMOVE NEWEXST REMOVE

2. HORIZONTAL AND VERTICAL CONTROLS BASED ON

EXISTING GROUND ELEVATION

W/BORING NUMBER AND

LOCATION OF SOIL BORING

CONDUIT

CAPACITY

CHANNEL

CAULKING

CAST IRON PIPE

CONSTRUCTION JOINT

CENTER LINE

CONTROL JOINT

CORRUGATED METAL PIPE

CEMENT MASONRY UNIT

CURVE

COLUMN

CORNER

CONCRETE

CONNECTION

CONTINUOUS

CORRUGATED

CENTER TO CENTER

CONTRACTION JOINT

CHECK VALVE

COLD WATER

CONSTRUCTION

CLEARANCE

COATING, CUTTING

CAP

CHAN

CI-CIP

CL OR C

CLJ

CLKG

CMP

CMU

COL

CONC

CONN

CONT

COR

CORR

CRV

CTG

C TO C

CTRJ

CONSTR

CLR

CB CATCH BASIN

CP CONCRETE PIPE, POLE

DEMOLITION NOTES

LIMITS AS INDICATED, UNLESS OTHERWISE NOTED.

1. ALL DEMOLITION WORK SHALL BE CONFINED WITHIN THE PROJECT

THE CONTRACTING OFFICER.

OF SALVAGEABLE MATERIALS IN COORDINATION WITH DPW AND

3. PRIOR TO DEMOLITION WORK, CONTRACTOR SHALL PROVIDE A LIST

GENERAL NOTES

GRADING NOTES

CONNECTION.

EXISTING PAVED OR UNPAVED AREAS TO PROVIDE A SMOOTH RIDING

ADJUSTMENTS MAY BE REQUIRED AT CONNECTION OF NEW WORK TO

ARE TOP OF PAVEMENT ELEVATIONS UNLESS OTHERWISE INDICATED.

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

OF THE CONTRACTING OFFICER.

DISCREPANCIES SHALL BE BROUGHT IMMEDIATELY TO THE ATTENTION

DRAWINGS PRIOR TO THE START OF CONSTRUCTION. ANY

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

7. ALL ELEVATIONS ARE IN METERS UNLESS OTHERWISE NOTED.

ARE IN MILLIMETERS UNLESS OTHERWISE NOTED.

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

THE CONTRACTING OFFICER.

5. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK WITH

SIDEWALKS AND CURBS, AND UTILITIES.

SHALL INCLUDE, BUT ARE NOT LIMITED TO PAVEMENTS, CONCRETE

OR BETTER CONDITION, UNLESS OTHERWISE NOTED. THESE ITEMS

OR REMOVED AS A RESULT OF CONSTRUCTION TO ITS ORIGINAL

4. THE CONTRACTOR SHALL RESTORE ALL IMPROVEMENTS, DAMAGED

AND OPERATIONS.

AND SAFETY OF THE PUBLIC AND/OR MILITARY TRAFFIC

SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE PROTECTION

MARKERS, CONES AND OTHER PROTECTIVE FACILITIES AND

ALL NECESSARY SIGNS, LIGHTS, FLARES, BARRICADES,

3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND MAINTAIN

B BOTTOM ELEVATION

TOP ELEVATIONT

FIN

PROJECT LIMITS SHALL BE REMOVED, UNLESS OTHERWISE INDICATED.

6. EXISTING DRAIN LINES AND DRAINAGE STRUCTURES WITHIN THE

UNLESS OTHERWISE INDICATED.

THE PROJECT LIMITS SHALL BE DEMOLISHED AND REMOVED,

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

ROADWAY, EXISTING CHAIN-LINK FENCE, ETC.

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

FEATURES AND ROADWAYS SHALL BE USED AS A DEMARCATION

4. PROJECT LIMITS SHOWN ARE APPROXIMATE. EXISTING GROUND

TING OFFICER SHALL BE PAYABLE BY THE CONTRACTOR.

INCURRED FOR ANY NECESSARY REMEDIAL ACTION BY THE CONTRAC-

FROM HIS WORK INCLUDING DRAINAGE FACILITIES, THE COSTS

3. THE CONTRACTOR SHALL REMOVE ALL SILT AND DEBRIS RESULTING

1. SLOPES AND EXPOSED AREAS SHALL BE COMPACTED TO MEET FINAL GRADES.

OFFICER.

IMMEDIATELY TO THE ATTENTION OF THE CONTRACTING

CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT

AS SHOWN ON THE DRAWINGS PRIOR TO THE START OF

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS

BRANCH DWG NO. 17-034G DATED 21 OCT 2017.

1. EXISTING TOPOGRAPHIC INFORMATION IS FROM FED, G&EE

STANDARDS FOR KOREA, USFK PAM 201-1.

KOREAN ENVIRONMENTAL LAWS, THE ENVIRONMENTAL GOVERNING

2. ALL DISPOSAL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE

(31) N 3,994,315.670, E 436,964.183 EL 965.582

(43) N 3,994,321.570, E 436,991.260 EL 971.583

CD101

SCALE 1:400

H R

F L

Y S

GRAPHIC SCALE

SCALE: 1:400

R E

M O

V A

L P

L A

REMOVAL PLAN

ITEM

DESCRIPTION UNIT

QTY

EST

REMOVAL SCHEDULE

REMARKS

1.80M HIGH

CONCRETE HELIPAD

CHAINLINK FENCE

CHAINLINK GATE 1.20M WIDE

250 mm THICK750.00

50.55

55.73

CONSTRUCTION LIMIT

THE CONTRACTOR SHALL VERIFY ACTUAL QUANTITIES.

NOTES: QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S CONVENIENCE.

STONE WALL AVG HT=4.50M

16000

S O

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US ARMY CORPS

D A

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TERRITORY

No. CE 662

RTIFICAT

O9 .2

O9 .7

O9 .9

O9 .4

O9 .6

O9 .1

O9 .7

O9 .8

O9 .1

O9 .3

O9 .4

O9 .6

O9 .7

O9 .8

O9 .5

O9 1.

L O

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O9 .1

O9 .2

O9 .3

R O

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O9 .5

O9 .6

T9 .7

S T

N9 .7

O9 .1

L O

C K9

L O

C K9

S T9

O9 .5

L O

C K9

L O

C K9

L O

C K9

L O

C K9

O9 .9

S T .0

C 1 9 .0

O9 .1

O9 .2

O9 .3

R O

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O9 .7

L O

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S T9

C .9

O9 .9

P V

O9 .3

S T9

L O

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L O

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W9 .6

B R

W9 .7

C .9

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O9 .2

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B R

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O9 .6

O9 .7

B R

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O9 .2

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O9 .6

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T R

W9 .0

O9 .1

O9 .2

C .2

B R

W .3

O9 .6

O9 .7

B R

W9 1.

O9 1.

B R

W9 1.

B R

W9 1.

B R

W9 1.

C 1.

O9 1.

S T9

O9 1.

C C

S T9

O9 .0

C C9

S T9

L O

C K9

O9 .1

B R

W .1

T R

W9 .2

C .2

O9 .2

T R

W9 .3

B R

W .3

L O

C K

S T9

O9 .3

T9 .3

C .4

C C9

O9 .4

T R

C C

S T .4

C .5

S T9

O9 .5

L O

C K9

O9 .5

S T9

C C9

S T

N9 .5

O9 .5

S T9

T R

W9 .5

T R

W9 .5

6 O9 .5

S T

N9 .5

O9 .5

R W9

O9 .5

T R

W9 .5

T R

W9 .6

O9 .6

C C9

O9 .6

C C9

O9 .6

S T9

O9 .6

C C9

O9 .6

O9 .7

C C

O9 .7

C C9

O9 .7

C C9

O9 .7

S T9

T9 .7

O9 .7

9O9 .7

O9 .7

O9 .8

1O9 .8

O9 .8

S T9

O9 .8

C C9

S T9

C C9

C C

S T9

S W

O9 .9

S W

S T

S T9

S W

S T9

F 9 .2

G A T

EGATEL

C K9

T9 .4

L O

C K9

S T

N9 .5

L O

C K9

T9 .8

O C

K9 .9

C C9

P U

M P

F U

C C

S T9

C C

9C C

P O L

C C .6

O9 .8

7 S W

O9 .3

L O

C K9

P O L9

R O

C K

S W

S T9

O L9

O9 .2

S W

S T9

E C L9

O9 .2

L O

C K9

L O

C K9

O9 .4

O9 .5

O9 .1

O9 .2

O9 .3

ROCK

L O

C K9

5L O

C K

S T9

O9 .6

L O

C K9

7L O

C K

S T9

O9 .9

O9 .0

L O

C K .0

O9 .1

L .4

O9 .4

O9 .5

O9 .8

L O

C K .9

8ROCK

L O

C K9

L O

C K

S T9

O9 .0

O9 .5

O9 .6

O9 .7

O9 .8

O9 1.

B R

C O

N C

W A

L L

O9 1.

L O

C K

TT9

O9 1.

O9 .0

L O

C K .0

O9 .2

T9 .3

3T9 .4

S T9

O9 .6

O9 .7

O9 .8

O9 .9

P O

R W 9 .1

P O L .2

B R

W9 .2

B R

CON

C. W

B R

C R

W9 .3

Q 9 .3

S T

S T9

C R

W9 .3

B R

W 9 .3

S-2102

EFEL 964.41

PORTA

Q F L

B R

C R

S T

N E L :9

E :4

N :3

"1 1"

N A

C C

S T

E L :9

E :4

N :3

"4 "H

O L E

O C

C C

S T .5

C C 9 .5

O T9

S T

E L :9

E :4

N :3

"3 1"

N A

T C

R W

O T9

O T

S T9

T C L9 .6

C R

W .6

C C9

C R

C C

S T 9 .6

C R

W9 .6

C R

P O L

S T 9 .6

P O

R T

A9 .9

O R T

A .9

P O

R T

S T9 .9

O R T

A 9 .9

S T

N9 1.

E L :9

E :4

N :3

"4 "N

CS101

SCALE 1:400

H R

F L

Y M

GRAPHIC SCALE

SCALE: 1:400

MAIN SITE

BOUNDARY LINE

16000

30.00

TRANSITIONAL SURFACE

53.34

PRIMARY SURFACE

45.72

P R I

M A

R F

A C

CONSTRUCTION LIMIT

TOTAL L=46.50

CHAINLINK FENCE

2.10M HIGH

CHAINLINK FENCE

EXST PERIMETER

EL 965.517

E 436,967.380

N 3,994,313.345

"42" PKNAIL

EL 965.582

E 436,964.183

N 3,994,315.666

"31" PKNAIL

L=3.95

N54¡Æ01'56"

L=29.96

S88¡Æ38'15"

SITE LAYOUT PLAN

E L

A Y

O U

T P

L A

L=30.00

S34¡Æ40'36"

LOCKABLE GATE

CHAIN LINK PEDESTRAIN

1.50M WIDE

L=26.80

S86¡Æ33'40"

(FOR CH47)

30.00M x 24.00M HELIPAD

APPROACH DIRECTION

INGRESS/EGRESS

3.50 23.00 3.50

12.00

A N

S I

T I

R F

A N

S I

T I

R F

A N

S I

T I

R F

E 436,934.295

N 3,994,320.263

FENCE CORNER #1

CONNECT TO EXST FENCE

C-503

C-501

A= 9.00 SM

CONC SIDEWALK

1.50M WIDE

C-504

C-505

RC RETAINING WALL

E 436,954.498

N 3,994,289.391

LANDING SITE CORNER #2

E 436,937.429

N 3,994,314.062

LANDING SITE CORNER #1

SCAFOLDING STEPS W/ HANDRAIL

TEMPORARY 1.50M WIDE STEEL

INSTALLATION FOR SECURITY PURPOSES.

TEMPORARY FENCE FOR USERS APPROVAL PRIOR TO

2. CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR

REMOVED AFTER PROJECT COMPLETION.

1. ALL ITEMS CALLED OUT "TEMPORARY" SHALL BE

NOTE :

E 436,970.782

N 3,994,286.065

HEIGHT = 3.00M (MAX)

WIND CONE 1

C-508

E 436,960.746

N 3,994,282.030

FENCE CORNER #2

CONNECT OT EXST FENCE

C-504

LOCKABLE GATE

CHAIN LINK PEDESTRAIN

1.20M WIDE 1

C-505

(SEE NOTE)

FENCE (TYPE-5)

CHAINLINK

TEMPORARY

FENCE

CONSTRUCTION

PATH ATTACH TO

STEEL SCAFOLDING

TEMPORARY 2.00M WIDE

DWG C-504)

(TYPE-6 FENCE - SEE NOTE #5

GATE FOR WIND CONE

FOOTING W/ 0.80M LOCKABLE

FENCE ENCLOSURE ON WALL

3.00x3.00M SQUARE CHAINLINK

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

C S .d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

E W

K U -0

-6 J

R E

P L

A C

E H

E L

A D H -6

BLDG ID

SHEET ID

K. ITSUN

A G

N G I N

E E

L E

SE SIO

PROF

R E

G I S

T E

R E

GUAM

TERRITORY

No. CE 662

RTIFICAT

R O

C K

R O

C K

GATE

P U

M P

F U

C K

ROCK

C O

N C

W A

L L

CON

C. W

E L :9

E :4

N :3

"1 1"

N A

E L :9

E :4

N :3

"4 "H

O L E

N :3

E :4

E L :9

E :4

N :3

"3 1"

N A

N :3

E :4

E L :9

E :4

N :3

"4 "N

CT101

SCALE 1:200

H R

F L

Y M

GRAPHIC SCALE

SCALE: 1:200

PCC PAVEMENT JOINTING PLAN

P C

C P

A V

E M

E N

T J

G P

L A

7 @ 4.29 = 30.00

(INNER POINT)

GROUND

STATIC

(OUTER POINT)

POINT

MOORING

0.60

SCALE 1:200

NTS

ENLARGE LANDING SITE MOORING POINTS LAYOUT

LANDING SITE PAVEMENT MARKING DETAIL

N N

30.00

STEEL GRATE COVER

CONC DITCH WITH

(SEE ENLARGE PLAN 3/CT101)

PAVEMENT MARKING

DOWELLED EXPANSION JOINT

RC RETAINING WALL

LANDING SITE PAVEMENT

THICKENED EDGE ALL AROUND

EXPANSION JOINT

JOINT

LONGITUDINAL CONSTRUCTION

JOINT

LONGITUDINAL CONTRACTION

(TYPE 6)

CHAINLINK FENCE

LAYOUT PLAN 2/CT101

SEE ENLARGE MOORING

(6 EA -TYP)

MOORING POINT

(2 EA -TYP)

STATIC GROUNDING POINT

9.00

1.00

HELIPAD MARKING

JOINT

CONTRACTION

TRANSVERSE

C-507

C-502

LANDING SITE PAVEMENT

THICKENED EDGE ALL AROUND

C-502

23.00

2.20 7.05 4.50 7.05 2.20

OUTLINE

0.15 THICK BLACK

0.60 0.61

3.50 3.50

0.615.835.83

7.00 7.00

STATIC

CONNECTION

GROUND

SCALE 1:200

GROUND POINT MARKING

GROUNDING POINT

PAINT BORDER

6 INCH WIDE BLACK

GROUNDING POINT

CENTERED ON

YELLOW PAINT

RETRO REFLECTIVE

18 INCH DIAMETER

(SEE NOTE 1)

FOR PAINT MARKING

THE OTHER "S-2" (SEE GROUND POINT MARKING DETAIL).

ALPHA-NUMERIC IDENTIFICATION MARKING. ONE GROUND POINT WILL BE MARKED "S-1" AND

4. EACH GROUND POINT MUST BE MARKED "STATIC GROUND CONNECTION" IN BLACK AND CONTAIN

(15 CM) WIDE BLACK BORDER.

3. GROUNDING POINTS 18 INCH (45.72 CM) DIAMETER MARKIMG SHALL BE PROVIDED W/ 6 INCH

RETRO REFLECTIVE YELLOW CIRCLE.

2. GROUNDING & MOORING POINTS SHALL BE ENCIRCLED W/ 18 INCH (45.72 CM) DIAMETER

WHICH INCLUDES BOUNDARY MAKINGS IN CORNERS AND IN BETWEEN CORNERS.

WITH 150MM THICK BLACK OUTLINE. ALL THE REST ARE WHITE RETROREFLECTIVE PAINT

1. "H" MARKING AND OUTLINE MARKING OF HELIPAD SHALL BE WHITE RETROREFLECTIVE PAINT

NOTE:

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

C T .d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

E W

K U -0

-6 J

R E

P L

A C

E H

E L

A D H -6

BLDG ID

SHEET ID

K. ITSUN

A G

N G I N

E E

L E

SE SIO

PROF

R E

G I S

T E

R E

GUAM

TERRITORY

No. CE 662

RTIFICAT

CG101

GRADING & DRAINAGE PLAN

SCALE 1:400

G R

A D

G D

R A

A G

E P

L A

GRAPHIC SCALE

SCALE: 1:400

8000 16000

C-301

BOUNDARY

BASE PROPERTY

CONSTRUCTION LIMIT

30.00Mx24.00M CONC HELIPAD

L Y

M H

R F

953.00

RC RETAINING WALL

C-505

C-503

E 436,957.995

N 3,994,278.741

INV EL 951.20

TOP EL 952.15

STA 0+057.31, END DL

CONC HEADWALL #2

L=8.83, S=10.20%

PVC DRAIN LINE�300

INV EL 952.60

TOP EL 953.00

STA 0+031.00

HIGH POINT (CONC DITCH)

C-506

E 436,934.761

N 3,994,275.736

BOT EL 949.32

TOP EL 953.00

STA 0+045.73

COR #2 RC RW

E 436,917.692

N 3,994,300.408

BOT EL 946.50

TOP EL 953.00

STA 0+015.73

COR #1 RC RW

E 436,945.040

N 3,994,282.848

BOT EL 952.73

TOP EL 953.18

STA 0+058.23, END RC RW

E 436,924.128

N 3,994,316.783

INV EL 951.50

TOP EL 952.40

STA 0+000, BEG DL

CONC HEAD WALL #1

E 436,934.736

N 3,994,318.571

INV EL 951.65

TOP EL 952.80

STA 0+010.76

CONC DITCH COR #1

E 436,930.632

N 3,994,309.359

BOT EL 952.63

TOP EL 953.12

STA 0+000, BEG RC RW

E 436,956.197

N 3,994,287.550

INV EL 952.10

TOP EL 953.00

END CONC DITCH

STA 0+048.48

L=10.53, S=1.42%

PVC DRAIN LINE�300

L=37.87

0.40 WIDE CONC DITCH

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

C G

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

E W

K U -0

-6 J

R E

P L

A C

E H

E L

A D H -6

BLDG ID

SHEET ID

K. ITSUN

A G

N G I N

E E

L E

SE SIO

PROF

R E

G I S

T E

R E

GUAM

TERRITORY

No. CE 662

RTIFICAT

R O

C K

2 9 .3

R O

C K

POST

GUARD

7 9 .4

6 9 .5

1 9 .8

GATE

P U

M P

F U

3 9 .8

R O

C K

3 9 .9

ROCK

8ROCK

C O

N C

W A

L L

CON

C. W

S-2102

EFEL 964.41

PORTA

E L :9

E :4

N :3

"1 1"

N A

E L :9

E :4

N :3

"4 "H

O L E

E L :9

E :4

N :3

"3 1"

N A

T .5

E L :9

E :4

N :3

"4 "N

949.32

953.00

946.50

953.00

953.18

953.00953.00953.00 953.00 953.00

953.12

95.24

953.30

953.18 953.18

953.18

953.00

953.18 953.18 953.18

953.18

953.06 953.06 953.06 953.06 953.06 953.06 953.06 953.06

953.12 953.12 953.12 953.12 953.12 953.12 953.12

953.18

953.24 953.24 953.24 953.24 953.24 953.24 953.24

953.30953.30953.30953.30953.30953.30953.30

953.36 953.36 953.36 953.36 953.36 953.36 953.36 953.36

a u t o d e s ig n a u t o u s e r n a

H R

C-201

L Y

GRAPHIC SCALE

SCALE: 1:50

1000 2000

800040000

SCALE: 1:200

F E

N C

E R

E T

G W

A L L P

R O

E S

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

E W

K U -0

-6 J

R E

P L

A C

E H

E L

A D H -6

BLDG ID

SHEET ID

K. ITSUN

A G

N G I N

E E

L E

SE SIO

PROF

R E

G I S

T E

R E

GUAM

TERRITORY

No. CE 662

RTIFICAT

O T I

N G

W A

L L

R E

T A I

N I

E V

A T I

O N

T E

R S

C O

N N

N C

N E

C O

N N

N C

N E

PROFILE - FENCE LINE

SCALE = HORIZ 1:200

VERT 1: 50

E L

E V

A T I

O N

T E

R S

PROFILE - RC RETAINING WALL

SCALE = HORIZ 1:200

VERT 1: 50

B O

A I

N L I

N C

E X

O U

N D

L O

C K

A B

T E

C H

D E

S T

R A I

Y P

A I

N L I

N C

E X

R F

A C

1.005.005.00

1.00

3.237.004.003.006.504.505.0012.00

EL 951.25

EL 951.00

EL 950.00

EL 949.00

EL 948.00

EL 946.25

EL 950.00

EL 947.00

EL 948.50 EL 948.50

EL 951.50

EL 951.00

EL 949.00

1.501.501.50

EL 949.00

EL 949.50

1.501.50 1.50

1.50

1.00

EL 949.50

EL 950.00

EL 950.50

T C

N E

C O

A D

W A

L L

C O

N E

C O

A D

W A

L L

N E

C O

N T

O P

T C

N C

PROFILE - DRAIN LINE

SCALE = HORIZ 1:200

VERT 1: 50

C O

L K

E J

12.2315.0015.008.008.00

C O

R N

E R

R E

T A I

N I

R N

E R

R E

T A I

N I

L L

T A I

N I

C J

7.507.50 7.507.50

S T

R A

S O

D D I

N G

S O

D D I

N G

S T

R A

W A

L L

T A I

N I

A T I

a u t o d e s ig n a u t o u s e r n a

H R

C-301

G R

A D

G S

E C

N S

L Y

GRAPHIC SCALE

SCALE: 1:100

2000 4000

1600080000

SCALE: 1:400

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

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K U -0

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No. CE 662

RTIFICAT

0.95

S=1.50%

24.00

SCALE = HORIZ 1:400

VERT 1:100

E L

E V

A T I

O N

T E

R S

E L

E V

A T I

O N

T E

R S

SCALE = HORIZ 1:400

VERT 1:100

SECTION - 1 (ALONG CENTER LINE OF HELIPAD) SECTION - 2 (ALONG CENTER LINE OF HELIPAD)

5.15

5.45

C H

A I

N L I

N C

BASE PROPERTY LINE

T A I

N I

L L

RC RETAINING WALL

CONC HELIPAD

SURFACE

EXST ROCK

SURFACE

EXST ROCK

W/ STEEL GRATE COVER

0.40M WIDE CONC DITCH

CONSTRUCTION FENCE

SCAFOLDING PATH

TEMPORARY STEEL

SURFACE

EXST ROCK

FENCE

TEMPORARY CHAINLINK

LEVEL

CONC HELIPAD

30.00

7.15

T A I

N I

F R

C-501

D E

T A

L Y

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

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No. CE 662

RTIFICAT

NOT TO SCALE

CONCRETE SIDEWALK DETAIL

EXPANSION JOINT CONTRACTION JOINT

SUBGRADE TO 90% COMPACTION

COMPACT TOP 150 OF EXISTING

SEE SITE PLANS300

SEALER

JOINT

FILLER

JOINT

AT EXPANSION JOINT LOCATIONS

3. SCHEDULE WORK SO THAT CONSTRUCTION STOPS

OF SIDEWALK 3.00 METER OR MORE IN WIDTH.

CONSTRUCTED ALONG CENTERLINE

LONGITUDINAL CONTRACTION JOINTS

ON CENTER WHICHEVER IS LESS.

THE SIDEWALK WIDTH OR 1.50 METERS

JOINTS AT A DISTANCE EQUAL TO

2. PROVIDE TRANSVERSE CONTRACTION

CONCRETE STRUCTURES.

AND WHERE WALKS AND RAMPS, ABUT OTHER

AT RETURNS OF WALKS AND RAMPS,

INTERVALS FOR STRAIGHT SECTIONS,

1. PROVIDE EXP JOINTS AT MAX 10 M

NOTES:

24 MPa

100 PCC W/ MIN

85% COMPACTION

MATERIAL

UNCLASSIFIED

(TYP)

(75 CL SIDES AND JOINTS)

CENTERED

WELDED WIRE REINFORCEMENT

152x152 MW 65

3A 3B

TYP

R=3R=3

CONTRACTION JOINT EXPANSION JOINT CONSTRUCTION JOINT

SURFACE

PAVEMENT

TAPE

SEPARATING

CRACK

JOINT BOTTOM

R=3 (TYP)

TAPE

SEPARATING

JOINT FILLER

PREFORMED

SURFACE

PAVEMENT

R=3 (TYP)

JOINT SEALANT

T T

E R

SEALANT

JOINT

TAPE

SEPARATING

SURFACE

PAVEMENT

R=3 (TYP)2

JOINT

BUTT

JOINT SEALANT

JOINT FILLER

PREFORMED

JOINT SEALER

h d h /

SHALL BE PAINTED AND OILED

CLEARANCE 75 ONE END OF DOWEL

@ 300 MIN SPACING OC W/

20 0 ROUND BAR LENGTH=400

REINFORCEMENT

WELDED WIRE

30 0 x 150 LONG

SLIP FIT

EXPANSION CAP,

PLASTIC

4A 4B 4C

NOT TO SCALE

CONCRETE SIDEWALK JOINT DETAILS

WHERE CONSTRUCTION STOPS FOR MORE THAN 30 MINUTES

2. CONSTRUCTION JOINTS TO BE USED AT LOCATION

SAWED JOINTS WILL NOT BE ALLOWED.

1. ALL JOINTS SHALL BE TOOLED JOINTS,

NOTES :

MILLIMETERS.

UNLESS OTHERWISE NOTED, DIMENSIONS ARE IN

NOTE:

NOT TO SCALE

200 THK PCC PAVEMENT

UNDER CANOPY AREA

TYP PCC PAVEMENT SECTION

(SEE NOTE)

102 mm DRAINAGE LAYER

(SEE NOTE)

102 mm SEPARATION LAYER

NOT TO SCALE

CLASS C

CLASS B

OF THE PIPE BARREL

CONFORM TO BOTTOM ONE-FOURTH

SHAPE BEDDING SURFACE TO

UNDISTURBED MATERIAL

MECHANICAL TAMPERS

COMPACTED WITH HAND-OPERATED

INITIAL BACKFILL MATERIAL

SATISFACTORY BACKFILL

NO. 57 STONE FOR ALL OTHER PIPE MATERIAL

PER ASTM C33 FOR PVC OR PE PIPE

MECHANICAL TAMPERS, NO. 78 STONE

COMPACTED WITH HAND-OPERATED

CRUSHED STONE BEDDING MATERIAL

AS DETERMINED BY THE CONTRACTING OFFICER.

BEDDING TYPE SHALL BE CLASS B.

MATERIAL ARE ENCOUNTERED, IN WHICH CASE

BEDDING SURFACE, WATER, OR UNSUITABLE

EXCEPT IN AREAS WHERE ROCK, UNSTABLE

1. BEDDING TYPE SHALL BE CLASS C BEDDING

NOTE:

P I

D D I

N G

300 300 300 300

OD OD

O D

1 1

PIPE BEDDING/TRENCH DETAILS

2A 2B

COMPACTED SUBGRADE

SCARIFIED AND

TOP SOIL

100 THK MIN

BLANKET

SOLID SOD

50 THK MIN

NOT TO SCALE

SOLID SODDING DETAIL

STRUCTURAL FILL

1000 mm SUBBASE

(100% COMPACTION)

102 mm BASE COURSE

FOR THE DRAINAGE AND SEPARATION LAYERS.

3. COMPACTION SHALL BE IN ACCORDANCE WITH UFC 3-260-02

MATERIAL.

2. PAVEMENT COURSES SHALL CONSIST OF NON-FROST SUSCEPTIBLE

SPECIFICATION AND HAVE DRAINAGE COURSE GRADATIONS.

BASE COURSE REQUIREMENTS AS DEFINED IN THE FED BASIC

TWO LAYERS MAY BE COMBINED WITH MATERIAL THAT MEETS

1. IN LIEU OF SEPARATE BASE AND DRAINAGE COURSES, THESE

SODDING

TOPSOIL &

95% COMPACTION

MATERIAL (NFSM)

1000 NON FROST SUSCEPTABLE

F R

C-502

D E

T A

L Y

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

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F Y O

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TERRITORY

No. CE 662

RTIFICAT

NOT TO SCALE

PCC PVMT

CONCRETE STRUCTURES.

TO ALL PCC PVMT. ABUTTING

THIS JOINT SHALL APPLY

NOTE:

ABUTTING CONC STRUCTURES DET

EXPANSION JOINT PCC PVMT.

CONTRACTION JOINT CONSTRUCTION JOINT EXPANSION JOINT

NOT TO SCALE

0 5

PAVEMENT SURFACE

SEALER

POURED JOINT

SEPERATION TAPE

CRACK

BOTTOM

JOINT

PAVEMENT SURFACE

SEALER

POURED JOINT

SEPERATION TAPE

BUTED JOINT

PAVEMENT SURFACE

SEALER

POURED JOINT

SEPERATION TAPE

POURED JOINT SEALANT DETAILS FOR RIGID PAVEMENT(SEPARATING TAPE)

19 MIN

OR INSERT

SAW CUT (3 mm)

INITIAL

19 19 19

NOT TO SCALE

THICKENED EDGE

JOINT SEALANT DETAIL

DOWEL MAY USED

OR THREADED SPLIT-TYPE

EITHER ONE PIECE

NOT TO SCALE

LONGITUDINAL CONST. JOINT

NOT TO SCALE

END OF DOWEL

PAINT & OIL

SLIP FIT

EXPANSION CAP

JOINT SEALANT DETAIL

NOT TO SCALE

EXPANSION JOINT

CONTRACTION

DOWELED TRANSVERSE/LONGITUDINAL

@ 300 OC

25 0 X 410

@ 300 OC

25 0 X 410

@ 300 OC

25 0 X 410

C-502 DETAIL

JOINT SEALANT

C-502

(SODDED AREA)

FIN GRADE

6A 6B 6C

C-502

(SEE NOTE)

RC RETAINING WALL

PROVIDED ON DETAIL 4B/C-501

REQUIRED. USE EXPANSION JOINT AS

DITCH AND SIDEWALK, DOWEL IS NOT

PCC PAVEMENT SUCH AS CONCRETE

FOR OTHER STRUCTURES ATTACHED TO

NOTE:

EXPANSION JOINT

C-501

DITCH/WALK

CONCRETE

JOINT FILLER

13 THK PREFORMED

EXPANSION JOINT

END OF DOWEL

PAINT & OIL

END OF DOWEL

PAINT & OIL

F R

C-503

D E

T A

L Y

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

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No. CE 662

RTIFICAT

RETAINING WALL SIZES

STEM WALL (mm)

B C W1 W2 b1 b4b3b2

MIN D1

V A

R I

E S

EARTH SIDE

GREASE W/ EXP CAP

@ 400 OC, ONE SIDE

D16x750 LG DOWELS

20 CHAMFERSEALANT

STEP FOOTING DETAIL

EXPANSION JOINT (EJ)

NOT TO SCALE

TYPICAL RETAINING WALL W/ FENCE WALL ON TOP DETAIL

BASE FOOTING (mm)

D1 b5

STEM BAR PATTERNS

RETAINING WALL REINFORCING BARS AND SPACING(mm)

STEM FOOTING

~ 5.003.50

~ 6.505.00

LESS THAN 3.50 D16@150

D22@150

D22@100

D16@200

D16@300

D22@300

D22@200

D13@200 D16@200

D16@200

D16@200 D16@150

D16@200

D22@150

D22@100

D16@150

D22@150

D22@100

LESS THAN 3.50

3.50 ~ 5.00

5.00 ~ 6.50

P L A N

30000

1500015000

D13@200

BACK CLASS "D"

FRONT CLASS "B"

FOLLOWS:

2. CONC FINISH SHALL BE AS

TO ASTM C33.

SIZE NO.467 CONFORMING

BE WELL GRADED GRAVEL.

1. GRAVEL DRAIN MATERIAL SHALL

NOTES:

OFFSET BY 750

ADJACENT ROWS

@ 1500 OC

050 WEEP HOLES

H w

C b7 b8

X b3 b1 b2

S E C T I O N

EXPANSION JOINT

PCC PAVEMENT

C-502

C-501

BACKFILL

COMPACTED SATISFACTORY

PER SPECIFICATIONS

IN THE WEEP HOLE AREAS

DRAIN CORE PERFORATED

MATERIAL

DRAIN

GRAVEL

M I

STRUCTURE/ATMOSPHERE

TO NEAREST DRAINAGE

FABRIC TO DISCHARGE

COMPOSITE FILTER

PIPE WRAPPED IN

150 0 PERFORATED

FABRIC

FILTER

WHERE OCCUR

INSIDE BASE PROPERTY

b5 b4

H, (M)

HEIGHT

H, (M)

HEIGHT

H=0.00

END OF WALL

H=0.00

END OF WALL

LANDING SITE SHALL CLASS "A"

TOP CONCRETE FINISH FOR PCC

H=3500

E J

C J

7500750075007500

E J

E J b6

50 CL

STRUCTURAL BACKFILL

SURCHARGED LOADS FOR HELIPAD : 5kn/m

MAXIMUM SLOPE BACKFILL, NONE

PASSIVE EARTH PRESSURE COEFFICINT kp = 3.25

ACTIVE EARTH PRESSURE COEFFICIENT ka = 0.307

SOIL ALLOWABLE BEARING PRESSURE; ---- 300 kpa

ANGLE OF INTERNAL FRICTION OF BACKFILL MATERIAL = 32¡

1. DESIGN PARAMETERS:

2. RETAINING WALL MATERIAL STRENGTHS ARE AS FOLLOWS ;

REINFORCING BARS : f'y 400MPa

CONCRETE COMPRESSIVE STRENGTH : f'C=24.0MPa

2. RETAINING WALL MATERIAL STRENGTHS ARE AS FOLLOWS ;

NOTES :

EARTH SIDE

20 CHAMFER

AT CJ

HORIZONTAL BARS

STOP ALT

THE EXPANSION JOINTS

MAX SPACING AT 10m BETWEEN

NOTE:

RW3

RW2

RW1

RW3

RW2

RW1

MARK

WALL

MARK

WALL

b6 b7 b8

CONSTRUCTION.

PARAMETERS FOR NECESSARY MODIFICATION OF THE WALL

ANY UNUSUAL SITUATION DEVIATING FROM THE WALL DESIGN

THE WALL AND NOTIFY THE CONTRACTING OFFICER OF

VERIFICATION OF THE SPECIFIED DESIGN PARAMETERS FOR

3. CONTRACTOR SHALL VERIFY SITE CONDITION INCLUDING

UNTIL CONCRETE STRENGTH HAS REACHED DESIGN STRENGTH.

4. BACKFILL AGAINST RETAINING WALL SHALL NOT BE PERMITTED

GREASED W/ EXP CAP

@ 400 OC, ONE SIDE

16 0 X 750 LG DOWEL

20 CHAMFER

END OF DOWEL

PAINT & OIL

JOINT FILLER

ELASTOMERIC

PREFORMED

EARTH SIDE

50 CL

JOINT FILLER

ELASTOMERIC

PREFORMED

CONTRACTION JOINT (CJ)

1G b1b8 b3b2

CORNER EXPANSION JOINT (EJ)

C-503

1D C-503

C-503

R W

REATINING WALL PLAN 1A/C-503.

DESIGNATION AS SHOWN ON TABLE &

APPLIED TO RETAINING WALL (RW)

FOOTING THICKNESS "D1" SHALL BE

RW2RW1

300 MIN

F R

C-504

D E

T A

L Y

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

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TERRITORY

No. CE 662

RTIFICAT

45¡

M A

CHAIN LINK

FABRIC

(SEE NOTE 1)

OUTSIDE

GROUNDING

CONCRETE BASE

BRACE RAIL

BAND

10 TRUSS ROD

FABRIC

TIE WIRES

FABRIC

P L A N

ELEVATION

NOT TO SCALE

LINE POST ATTACHMENTS

NOT TO SCALE

GROUNDING DETAILS

NOT TO SCALE

TRUSS ROD & BAND

NOT TO SCALE

FABRIC

NOT TO SCALE

STRETCHER BAR BAND

NOT TO SCALE

LINE POST DETAIL

FIN GR

FABRIC

FENCE

TYPICAL BRACE PANEL

TYPICAL BRACE PANEL TYPICAL LINE PANEL TYPICAL LINE PANEL

5 7

(TYP)

70 0 FENCE POST70 0 FENCE POST

25 PL

ELEVATION

NOT TO SCALE

POST HINGE

R=16

P L A N

ELEVATION

NOT TO SCALE

GATE LATCH

P L A N

M A

G H

O R

M A

G H

TIES

WIRE

(10 0 MIN)

TRUSS ROD

TIES

WIRE

BAR

STRETCHER

10 0 MIN

TRUSS ROD

BRACE

40 0

WELDING

FUSION

COPPER WIRE

#6 AWG SOLID

CONNECTOR

BE TWISTED AND BARBED

FABRIC TOP SELVAGE TO

(600 OC MAX)

1.6mm TIE WIRES

FABRIC

FABRIC LINK

TO ENGAGE EACH

STRETCHER BAR

5x20

10 0 MIN

TRUSS ROD

POST (TYP)

70 0 LINE

OR PULL POST (TYP)

70 0 CORNER, END

3000 MAX 3000 MAX 3000 MAX

LINE POST TO BE EQUALLY SPACED

3000 MAX

& BRACE RAIL

CLAMP FOR CENTER RAIL

(TYP), SEE NOTES

40 0 CENTER RAIL

(TYP)

40 0 BOTTOM RAIL

POST

70 0 FENCE /

TWISTED & BARBED

TOP & BOTTOM

GATE FRAME

50 PIPE

HEX HEAD W/NUT

THREAD 100 LONG,

013 BOLT USS

013 BOLT

DRILL 14 FOR

POST

60 0 GATE

DIRECTION

LATCH MOVEMENT

(TYP)

GATE FRAME

LATCH

VARIES

AS SHOWN-2EA-LEGEND

13x38 STRAP BENT

(TYP)

GATE FRAME

(TYP)

2 WASHER

NUT & 3 WASHERS

013x88 BOLT WITH

NOTCHED EACH SIDE

13x88x50 PLATE

CLAMP

SOLDERLESS

BOLTED

(EACH SIDE)

FOR PADLOCK

13 0 HOLE

6 WASHERS

WITH NUT &

013x100 BOLT

(TYP)

PEEN END

STRAP

13x25x138

BRACE RAIL

BOTTOM, CENTER OR

WIRE TIES FOR TOP,

BE KNUCKLED)

(TOP OF FABRIC WILL NOT

3.70 MM DIAMETER TENSION WIRE

GATE POST

70 0

OF FABRIC)

TOP AND BOTTOM

WITHIN 100 FROM

(300 OC MAX AND

TIE WIRE (1.6mm) OF FABRIC)

TOP AND BOTTOM

WITHIN 100 FROM

(375 OC MAX AND

TENSION BAND

C-504

C-504 C-504

C-504

FIN GRADE

(TYP)

21 MPa CONC

FENCE BOT RAIL

FENCE POST

70 0

ROD BAND

TRUSS

TO POST

WELD

FUSION

F O

O T I

N G

ISOLATED FOOTING DETAIL - TYPE 2

TYPICAL CHAIN LINK FABRIC FENCE DETAIL (TYPE-7)

(TYP)

2-3 STRANDS BARBWIRE

19 0x3050 LENGTH

GROUND ROD

COPPER CLAD STEEL

(TYP)

21 MPa CONC

HORIZ BAR

D13 @ 300 OC

VERT BAR

D13 @ 400 OC

EACH WAY

D13 @ 300 OC

FENCE BOT RAIL

200 THK FENCE WALL

COMPACTED GRAVEL

100 THK

V A

R I

(WHERE OCCUR)

FENCE FOOTING

ISOLATED OR WALL

70 0 FENCE POST/

/50 0 FENCE POST

EXST GRADE

FIN GRADE5

A R I

E S

GROUNDING CONDUCTOR

PROTECTION OR

COPPER LIGHTNING

(TYP)-SEE NOTE #5

GROUND CLAMP

- SEE NOTE #5

CONNECTION (TYP)

EXOTHERMIC WELD

(SEE NOTE #5)

ARRESTER

LIGHTNING

(SEE NOTE #5)

GROUNDING ROD

THE FENCE.

BE INSTALLED WITHIN 6.00M TO 7.60M INTERVAL ALONG

5. LIGHTNING ARRESTER ASSEMBLY W/ GROUNDING ROD SHALL

CHANGES IN DIRECTION OF 15¡Æ DEGREES OR MORE

SPACING, AT END POST, CORNER POST. PULL POST AND

4. PROVIDE BRACE PANELS AT 150 METER MAXIMUM

3. PROVIDE CENTER RAIL FOR FENCE HEIGHT OVER 1800

SPECIFICATION.

2. FENCE SHALL BE GROUNDED IN ACCORDANCE WITH THE

WOVEN IN A 50 MESH.

1. FABRIC SHALL BE #9 GAGE GALVANIZED STEEL

NOTES :

21 MPa (TYP)

ISOLATED FOOTING

FOOTING (WHERE OCCUR)

150 THK FENCE WALL

WALL FOOTING DETAIL

C-504

F R

C-505

D E

T A

L Y

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

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K U -0

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TERRITORY

No. CE 662

RTIFICAT

C-505

1501500

CONCRETE WING WALL

RCP DIAMETER

GRADE

FINISH

VERT BARS

D13 @ 200 OC

HORIZ BAR

D13@ 200 OC

OC, EW

D13 @ 200

OC, EW

D13 @ 200

RCP DIAMETER

V A

R I

E S

A I

N A

A N

P L A N

S E C T I O N

NOT TO SCALE

CONCRETE HEADWALL W/ WING WALL DETAIL

WING WALL

(MIN)

SLOPE1

x x x x x x x x x x x x x x x x x x x x x x x x xxx

BARBED WIRE

3 STRANDS OF

WIRE APRON

VERTICAL BARBED

OR RAIL AS SPECIFIED

TOP TENSION WIRE

BRACE RAIL

GATE POST

HINGE

ROD

TRUSS

GRADE LINE

SPECIFIED

WIRE OR RAIL AS

BOTTOM TENSION

TRUSS ROD

HINGE

(SEE PLAN)

GATE OPENING

NOT TO SCALE

PEDESTRIAN GATE DETAIL

BARBED WIRE

3 STRANDS OF

F E

B R I

1000 MIN

K E

1501501200 MIN 1200 MIN

SCOUR APRON

STONE MASONRY

SCOUR APRON

STONE MASONRY

NOT TO SCALE

CHAIN LINK FENCE

S E C T I O N 3A

BARBED WIRE

3 STRANDS

FOOTING PLAN

/5 0 TIE WIRE

3B P L A N

3000 (MAX.)

XXX X X XXX

TOP RAIL PIPE

40 0

TEMPORARY FENCE DETAIL

STEEL PIPE POST

REMOVABLE 80 0 GALV

/100 0 PIPE SLEEVE

FOOTING

REINFORCED CONC

4-HD13

TIES

HD13@200 OC

SEE C-504

& TRUSS RODS AND ALL CONNECTION DETAILS

2. FOR ALL FENCE POST SIZES, RAILINGS, BRACES

ARE IN MILIMETER.

1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS

NOTES :

TOP RAIL PIPE

40 0

C-505

ON CENTER

W/ 100 0 PIPE SLEEVE IMBEDED

PRE-FABRICATED CONCRETE FOOTING

MATERIAL (NFSM)

NON- FROST SUSCEPTIBLE

BEHIND & UNDERNEATH WINGWALLS

SUSCEPTIBLE MATERIAL (NFSM)

PROVIDE 1000 THICK NON- FROST

NOTE:

GROUNDING

C-516

W/ PADLOCK

GATE LATCH

F R

C-506

D E

T A

L Y

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

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F Y O

M A F

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K U -0

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No. CE 662

RTIFICAT

S E C T I O N

REBARS

LONGITUDINAL

AND D13

GRATING SEAT

DISCONTINUE

LONGITUDINAL REBAR

SPACED SAME AS

PAINTED AND OILED

400 LONG. ONE END

D19 PLAIN BAR DOWEL

SEE NOTE

STEEL GRATING

DETAIL

SEE

BEARING BARS CROSS BAR

GRATING FRAME ANGLE BAR

P L A N

D E T A I L

@ 15.00m OC

EXPANSION JT

NOT TO SCALE

S E C T I O N 1D

STEEL GRATING

STEEL GRATINGS

SEALANT

MATERIAL W/

JOINT FILLER

PREMOLDED

13 THK

WELD TO FLAT BAR

010 CROSS BAR/

FLOW

BAR (2 SIDES)

@ 600 EQUALLY SPACED

WELDED TO ANGLE BAR

D13 ANCHOR BAR

FIN GRADE

1200 MAX

@ 100 OC

TO STEEL FLAT BARS

D10 CROSS BAR WELDED

CONC DITCH WITH STEEL GRATING

NOT TO SCALE

ISOMETRIC

SEATING ANGLE BAR

SEE DETAIL

SECTION

DETAIL

BOLT W/ NUT

6mm 0 HOLD DOWN

CONC (28 MPa)

OUTLINE OF

ANGLE BAR

OUTLINE OF

BEARING BAR

SADDLE PLATE

BOLT W/ NUT

GRATE FASTENER DETAIL

GRATING FASTENER

3mm SADDLE PLATE BAR

C-501

C-506

(28 MPa)

CONC WALL

3. GRATE SECTIONS TO BE BOLTED DOWN AT ALL 4 CORNERS

WILL BE ALLOWED

OF ASTM C478 AND IN ACCORDANCE WITH THE DIMENSIONS SHOWN

2. PRECAST CONCRETE DITCH SECTIONS MEETING THE REQUIREMENTS

1. GRATING SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION

NOTES:

(21 MPa)

CONCRETE

C-506

GRATE FRAME

6x69 FLAT BAR

WELDED TO FRAME

6x69 @ 25 OC

FLAT BAR

FRAME

@ 25 OC WELDED TO

6x69 STEEL FLAT BARS

C-506

SLPSLP

FRAME (ALL AROUND)

6x69 STEEL FLAT BARS

D E

P T

V A

R I

E S

A N

VERT BAR

D13 @ 200

HOR BAR

D13 @ 200

V A

R I

E S

HOR BAR

D13 @ 200

VERT BAR

D13 @ 200

HOT DIPPED GALVANIZED

GRATE FASTENER SHALL BE

NOTE:

150 150

F R

C-507

D E

T A

L Y

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

E W

K U -0

-6 J

R E

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No. CE 662

RTIFICAT

PCC PAVT JOINT

DEVICE

MOORING POINT

NOT TO SCALE

P R

O X

R=1

R=19

SECTION

HOOK STYLE ROD ENDS

SLEEVE FOR SHEPHERDS

COPPER COMPRESSION

PCC PAVEMENT

COPPER CLAD STEEL

19mm(3/4")X3000mm

SECTION

C-507

NOT TO SCALE

EQUAL.80-55-06 OR

CAST IN DUCTILE IRON

MOORING DEVICE TO BE

NOTE:

/22 0

CORED HOLES

2-13 0/

PAVEMENT

TOP OF PCC

C-507

MOORING POINT DEVICE SECTION

SLAB REINFORCEMENT FOR MOORING POINT DEVICE

NOT TO SCALE

PAVEMENT

MAX

C-507

JOINTS TO PROVIDE COVER.

SHOULD BE PLACED 75 FROM PAVING

2. THE ENDS OF REINFORCING BARS

SURFACE.

DEVICE AND 75 BELOW PAVEMENT

SHOULD BE PLACED 75 FROM MOORING

1. THESE 200 REINFORCING BARS

NOTES:

STATIC GROUND PLAN

STATIC GROUND DETAILS

ROUNDED EDGE

1.20M LONG

200 BARS

BELOW

SEE NOTES

1.00M LONG

200 BARS X /

AT LEAST 60 SECONDS.

WITH EACH LOAD INCREMENT HELD FOR

INCREMENTS UP TO 71,172 N [16,000 LB]

44,482 N [10,000 LB] AND IN 4,448 N [1,000 LB]

IN 1,130 kg [2,500 LB] INCREMENTS UP TO

5. THE MOORING POINTS SHOULD BE LOADED

NOT TO SCALE

MOORING POINT DEVICE PLAN

MOORING POINT DEVICE DETAILS

CAN BE MAINTAINED DURING LOAD TESTING.

THE PAVEMENT SURFACE (SEE ABOVE FIGURE)*

SUCH A WAY THAT AN ANGLE OF 19.15¡Æ FRO

CONNECTING SHACKLE SHOULD BE SELECTED IN

3. THE LENGTH OF MOORING CHAIN AND

OPERATIONS.

TAKEN AT ALL TIMES DURING LOAD TESTING

4. APPROPRIATE SAFETY PRECAUTIONS SHOULD BE

71,172 N [16,000 LB] LOAD.

SHALL NOT DEFORM PERMANENTLY UNDER

6. TO PASS TEST REQUIREMENTS, MOORING POINTS

LOAD OF 71,172 N [16,000 LB]

THAT IS CAPABLE OF APPLYING A TENSILE

AN APPROPRIATE REACTION (HEAVY VEHICLE, ETC.)

USING A HYDRAULIC RAM OR SIMILAR DEVICE AND

2. THE MOORING TESTS SHOULD BE ACCOMPLISHED

1. THE CONTRACTOR SHALL PERFORM MOORING TEST.

NOTES :

IN MILLIMETER.

9. UNLESS OTHERWISE NOTED, ALL DIMENSIONS ARE

TEST DATES SHALL BE PROVIDED TO USER.

8. MOORING AND GROUNDING POINTS OHMS TEST RESULTS &

UNDER NORMAL DRY CONDITIONS.

OF GROUNDING POINTS WILL NOT EXCEED 10,000 OHMS

STANDARD 81,THE MAXIMUM RESISTANCE MEASURED

7. GROUNDING SHALL BE IN ACCORDANCE WITH IEEE

F R

C-508

D E

T A

L Y

S O

A T

N N

E N

A M

D W

N B

C K

D B

D E

N E

D B

D E

S C

2 3

4 5

M A

R K

A P

P R

OF ENGINEERS

US ARMY CORPS

D A

T E

E N

U M

B E

S U

B M

T E

D B

P L

O T S

C A

L E

P L

O T D

A T

D A

T E

C O

R P

S O

F E

N G

E E

R S

U S

A R

M Y E

N G

E E

R D

T R

M A

R K

D E

S C

N A

P P

D A

T E

C O

N T

R A

C T N

S O

S E

K U J

.d g n a u t o u s e r n a m e a u t o d e s ig n

S E

O U

K O

R E

N T

E R

N A

A R

C H

E C

T S E

N G

E E

R S

S E

O U

O R

E A

H A

N E

D A

U N '1

C O

N T

R A

C T

N O

S A

L E

K O

R E

F Y O

M A F

E W

K U -0

-6 J

R E

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E H

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K. ITSUN

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N G I N

E E

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TERRITORY

No. CE 662

RTIFICAT

WIND CONE REQUIREMENTS:

NOT TO SCALE

WIND CONE DETAIL

25mm PIPE

W/ BASKET ASSEMBLY

2500mm WINDSOCK

300mm m m

M A

T E m m

BASE (BOTTOM) OF WIND SOCK.

7. WINDSOCK MUST BE MIMIMUM OF 1.80M (6 FT.) FROM GROUND TO

6. WIND CONE ASSEMBLY SHALL BE PAINTED ORANGE.

102mm ABOVE GRADE.

BEARING ASSEMBLY AS INDICATED. ANCHOR BOLTS TO EXTEND

MOUNTING - FRANGIBLE INSTALLATION WITH PIPE SUPPORT/5.

0.3 METERS (SMALL END) DIAMETER.

BE 2.5 METERS LONG WITH 0.45 METERS (LARGE END) AND

DIMENSION - NOMINAL DIMENSIONS FOR FABRIC CONE SHALL4.

OF LIGHT WEIGHT FABRIC

WINDSOCK MATERIAL - NYLON OR ANY TRUNCATED CONE MADE3.

COLORS OF WHITE AND ORANGE

WINDSOCK COLOR - SHALL BE EITHER ORANGE OR COMBINED2.

FAA AC 150/5345-27, TYPE L-806 STYLE II, UNLIGHTED1.

13mm DIAMETER x 900mm LONG

AIR TERMINAL SOLID COPPER

STAINLESS STEEL BRACKET

GROUND ROD

CONDUCTOR 1-#2 AWG "BC" TO

AIR TERMINAL EXTERNAL MAIN

19 0 x 3050 LENGTH

GROUND ROD

COPPER CLAD STEEL

WELD

FUSION

_COMBINED GENERAL 100%

KU-00502-6JG-001---

KU-00502-6JG-010---

_COMBINED CIVIL 100%

KU-00502-6JC-001---

KU-00502-6JCD101---

KU-00502-6JCS101---

KU-00502-6JCT101---

KU-00502-6JCG101---

KU-00502-6JC-201---

KU-00502-6JC-301---

KU-00502-6JC-501---

KU-00502-6JC-502---

KU-00502-6JC-503---

KU-00502-6JC-504---

KU-00502-6JC-505---

KU-00502-6JC-506---

KU-00502-6JC-507---

KU-00502-6JC-508---

File details come from the government source that posted it. Updated Jun 14, 2021.