gcmt-13-civ-spc-005 civil specification fencing and gates materials (ifa - revc)

7/24/2019 GCMT-13-CIV-SPC-005 Civil Specification Fencing and Gates Materials (IFA - RevC)

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CIVIL SPECIFICATION FOR FENCING AND GATES MATERIALS

Document No. Rev. Contract No : EP37-M12LL0122DPage 1 of 19

GCMT-13-CIV-SPC-005 C Job. No : 31-12008PO002

PT. PERTAMINAEPASSET 2

PEMBELIAN & PEMASANGAN FASILITAS KOMPRESOR

UNTUK GAS MUSI TIMUR

FIELD PENDOPO

C ISSUED FOR APPROVAL 03/11/2014 AYP TR ZN

B ISSUED FOR APPROVAL 13/08/2014 AYP TR ZN

A ISSUED FOR REVIEW 10/07/2014 AYP TR ZN

REV DESCRIPTION DATEBY CHKD APVD CHKD APVD

PT. INDOTURBINE PT. PERTAMINA EP

APPROVAL SHEET


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PAGEREVISIONS

REMARKSATTACHMENTS REMARKS

PAGEREVISIONS

A B C D 0 A B C D 0

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14 X X 44

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17 X 47

18 X 48

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REVISION SHEET

Rev No. Date Description

B 13/08/2014 ISSUED FOR APPROVAL

C 03/11/2014 ISSUED FOR APPROVAL


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COMMENT SHEET

Rev No. Date Description

C 03/11/14 Page 14: Revise precast concrete drawing (revised)


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Table of Contents

Section Title Page

1.0. INTRODUCTION ........................................................................................................................... 7

2.0. DEFINITION OF TERMS ................................................................................................................. 7

3.0. REFERENCES ................................................................................................................................ 7

4.0. MATERIALS .................................................................................................................................. 9

4.1. Galvanized Fencing Materials .................................................................................................... 9

4.1.1. General ........................................................................................................................................... 94.1.2. Fabric .............................................................................................................................................. 9

4.1.3. Posts, Rails, Fittings and Gates ..................................................................................................... 10

4.1.4. Barbed Wire .................................................................................................................................. 11

4.1.5. Stretcher Bars ............................................................................................................................... 11

4.1.6. Brace Pipe ..................................................................................................................................... 11

4.2. Precast Concrete Fencing Materials ........................................................................................ 11

4.2.1 Raw Material ................................................................................................................................ 11

4.2.1. Reinforcement .............................................................................................................................. 11

4.2.2. Insert and Embedded Metal ......................................................................................................... 12

4.2.3. Weight and Dimension of Precast Concrete ................................................................................ 12

4.2.4. Precast Concrete Panel ................................................................................................................. 12

4.2.5. Precast Concrete Fence ................................................................................................................ 14

4.3. BRC Fencing and Gating .......................................................................................................... 14

4.3.1. General ......................................................................................................................................... 14

4.3.2. Material ........................................................................................................................................ 14

4.3.3. Type and Process .......................................................................................................................... 15

4.3.4. Colours .......................................................................................................................................... 15

4.3.5. Fence Packaging ........................................................................................................................... 15

4.3.6. BRC fence dimension .................................................................................................................... 15

4.3.7. Detail Installation .......................................................................................................................... 15


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5.0. CHAIN LINK FENCE ..................................................................................................................... 165.1 Fence Material .............................................................................................................................. 16

5.2 Colours .......................................................................................................................................... 16

5.3 Barbed wire .................................................................................................................................. 16

5.4 Installation .................................................................................................................................... 17

6.0. EXAMINATION ........................................................................................................................... 17

7.0. PREPARATION............................................................................................................................ 18

8.0. FENCE INSTALLATION ................................................................................................................. 18


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1.0. INTRODUCTION

The purpose of this document is to define the minimum requirements of fencing and gates materialfor

Gas Compressors Facilities MusiTimur Field Pendopo Project which is owned and operated by PT.

PertaminaEP.

2.0. DEFINITION OF TERMS

The following words if found elsewhere in this document shall have the meaning

as follow :

PERTAMINA EP PT. Pertamina EP Asset 2 as the owners and users of the facility.

CONTRACTOR PT. Indoturbine, company or entity designated by Pertamina EP to

carry out all the work Pembelian & Pemasangan Fasilitas Kompresor

Untuk Gas MusiTimurField Pendopo.

CONSULTANT Parties who have been appointed by Pertamina EP as an engineering

consultant for this project.

MIGAS Representatives from the Indonesian government that is responsible

in issuing licenses and permits oil and gas facilities.

PROJECT Pembelian & Pemasangan Fasilitas Kompresor Untuk Gas Musi Timur

Field Pendopo

VENDOR / SUPPLIER Companies or entities that provide materials, equipment, documents /

drawings and technical service to carry out the work specified by the

CONTRACTOR or Pertamina EP.

SUB-CONTRACTOR Companies or entities specified and as representative CONTRACTOR to

carry out some or all of the work Pembelian & Pemasangan Fasilitas

Kompresor Untuk Gas MusiTimurField Pendopo.

3.0. REFERENCES

The current versions complete with the latest amendments, of the following laws, statutory regulations,

codes, standards and specifications shall form part of and shall be read in conjunction with this

specification.

American Society for Testing and Materials (ASTM) Standards

ASTM A53 Standard Specification for Pipe, Steel, Black and Hot dipped, Zinc Coated Welded and

Seamless

ASTM A116 Standard Specification for Zinc Coated (Galvanized) Steel Woven Wire Fence Fabric


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ASTM A120 Specification for Pipe, Steel, Black and Hot-Dipped Zinc Coated (Galvanized) Welded andSeamless, for Ordinary uses.

ASTM A121 Specification for Zinc-Coated (Galvanized) Steel Barbed Wire.

ASTM A123 Specification for Zinc (Hot-Galvanized) Coatings on Products Fabricated from Rolled,

Pressed, and Forged steel shapes, plates and strip.

ASTM A153 Specification for Zinc-Coating (Hot-Dip) on Iron and Steel Hardware.

ASTM A307 Specification for Carbon Steel Externally Threaded Standard Fasteners.

ASTM A392 Standard Specification for Zinc Coated Steel Chain Link Fence Fabric

ASTM A475 Standard Specification for Zinc Coated Steel Wire Strand

ASTM A525 Standard Specification for General Requirements for Steel Sheet, Zinc Coated

(galvanized) by the Hot Dip Process

ASTM A570 Standard Specification for Steel Sheet and Strip, Carbon, Hot Rolled, Structural Quality

ASTM A817 Standard Specification for Metallic Coated Steel Wire for Chain Link Fence Fabric

ASTM A824 Standard Specification for Metallic Coated Steel Marcelled Tension Wire for Use with

Chain Link Fence

ASTM A641 Specification for Zinc-Coated (Galvanized) Carbon Steel Wire.

ASTM F567 Standard Practice for Installation of Chain-Link Fence.

ASTM F626 Specification for Fence Fittings

ASTM F669 Specification for Strength Requirements of Metal Posts and Rails for Industrial Chain-Link

Fence.

ASTM A497 Standard Specification for Steel Welded Wire Fabric Deformed, for Concrete

Reinforcement

ASTM C33 Standard Specification for Concrete Aggregate

ASTM C136 Standard Specification for Sieve Analysis of Fine & Coarse Aggregates

ASTM C150 Standard Specification for Portland Cement

ASTM C260 Standard Specification for Air entraining Admixture for Concrete

ASTM C494 Standard Specification for Chemical Admixtures for Concrete

ASTM C1017 Standard Specification for Chemical Admixtures for Use in Producing Flowing Concrete

ASTM F900 Standard Specification for Industrial and Commercial Swing Gates

ASTM F1083 Standard Specification for Pipe, Steel, Hot Dipped Zinc Coated (Galvanized) Welded for

Fence Structure

ASTM F1184 Standard Specification for Industrial and Commercial Horizontal Slide Gates


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American Welding Society (AWS) Standard

AWS D-1.1-06 Structural Welding CodeSteel

American Concrete Institute (ACI) Code

ACI 318-05 Building Code Requirements for Structural Concrete

ACI 543-00 Design, Manufacture and Installation of Concrete Piles

American Institute of Steel Construction (AISC) Specification

AISCASD ninth

edition

Specification for the Design, Fabrication, and Erection of Structural Steel

for Buildings

Related Specifications

The following specifications are also related to the subject items:

GCMT-13-CIV-DB-001 Civil and Structural Design Criteria

GCMT-13-CIV-SPC-001 Civil Specification for Structural Steel Design and Materials

GCMT-13-CIV-SPC-002 Civil Specification for Concrete Design and Materials

GCMT-13-CIV-SPC-004 Civil Specification for Foundation

4.0. MATERIALS

4.1. Galvanized Fencing Materials

4.1.1. General

Fencing shall conform to the details and shall consist of hot dipped galvanized steel coated with

polyvinyl chloride colored blue.

4.1.2. Fabric

a. Chain link fabric shall be in accordance with the requirements of ASTM A392 and shall be

manufactured from zinc coated steel wire helically wound and interwoven to produce a continuous

mesh without knots or ties. The end of the wire shall be knuckle or twisted to form the selvage of

the fabric.

b. Steel wire shall be in accordance with the requirements of ASTM A 817 and shall withstand the

following breaking loads:


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GaugeNo. Specified Diameter of ControlWire (Inches) Breaking Strength min (Pounds)

9 0.148 1290

11 0.120 850

c. Zinc shall be coated onto the steel wire before weaving into fabric. The weight of the zinc coating

on the wire shall be not less than 1.8 ounces nor more two ounces per square foot in accordance

with the requirement of ASTM A392 for class 2 zinc coating

d. The height of fabric shall be the overall dimension from the ends of selvages

Fabric shall be nine gauge for fences 72 inches and over in height

Fabric 72 inches and over shall have knuckling on one selvage and twisting on the other

e. Mesh size shall be two inches. Diamond count shall be in accordance with the requirements of

ASTM A392

4.1.3. Posts, Rails, Fittings and Gates

a. Line post shall be angle 65x65x6 in accordance with ASTM A-36. Weight not less than 5.91

kilograms per linear meter.

b. Corner and strainer post shall be angle 100x100x10 in accordance with ASTM A-36. Weight not less

than 14.9 kilograms per linear meter.

c. Top rail shall be angle 50x50x5 in accordance with ASTM A-36. The top rail shall pass through the

extension arm base and shall form a continuous brace from end to end of each stretch of fence.

Bottom and middle rail shall be support cable 4 mm.

d. All surfaces of posts and rails shall be painted and match the chain link fence to be furnished.

e. Every 30 m shall be installed braces galvanized steel rods dia. 12 mm with turnbuckle. Braces shall

be spaced midway between the top rail and the ground. Braces shall be securely fastened to the

posts by galvanized pressed steel connections, then trussed from the line post back to the end,

gate or corner posts with 12 mm diameter galvanized rods with turnbuckles.

f. Post tops, extension arms, stretcher bars and other fittings and hardware shall be steel, malleableiron or wrought iron.

g. Gates shall be swing type (as shown on the drawing), complete with latches, stops, keepers, hinges

or rollers and rollers tracks.

h. The gate finish shall be galvanized and match the adjoining (or nearby, where the adjoining fence is

of precast concrete) chain link fabric to be furnished. Gate post shall be UNP 150x75x6.5x10 in

accordance with the requirements of ASTM A-36.

or pipe

Pipe galvanized


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i. Single or double swing type gates, gate posts and accessories shall be in accordance with therequirements of ASTM F900

j. Gate fabric shall be the same type as used in the fence construction. The fabric shall be attached

securely to the gate frame at intervals not exceeding 15 inches

k. Gate latches, stops and keepers shall be provided for all gates. Latches shall be arranged for locking

with padlocks

4.1.4. Barbed Wire

Barbed wire shall be zinc coated (galvanized) and shall be in accordance with the requirements of

ASTM A824 for Type II wire with class 3 coating. The top of fence shall consist of 3 strands of barbed

wire attached to 45 angle extension arms capable of withstanding, without failure 250 pounds

downward pull at the outermost end of the arm.

4.1.5. Stretcher Bars

Stretcher bars shall be one piece galvanized steel length equal to full height of fabric with a minimum

cross section of 3/16 inch by inch. One stretcher bar shall be provided for each gate and end post

and two for each corner and pull post. Stretcher bar bands shall be heavy pressed steel, spaced not

over 15 inches on center to secure stretcher bars to tubular end, corner, pull and gate posts.

4.1.6. Brace Pipe

Brace Pipe shall be galvanized of the same material as the top rail, and be installed midway between

the top rail and extend from the terminal post to the adjacent line post. Braces shall be securely

fastened to the posts by heavy pressed steel and malleable fittings, then securely trussed from line

post to base of terminal post with a 3/8 inch truss rod and tightened

All metal end, gate, corner and intermediate line posts and the lower end of all metal post braces shall

be set in accordance with GCMT-13-CIV-SPC-002, Civil Specification for Concrete Design and Materials.

4.2. Precast Concrete Fencing Materials

Concrete for posts shall have a minimum compressive strength at 28 days of 225 kg/cm2.

4.2.1 Raw Material

Raw material shall meet the following standards:

Portland Cement : ASTM C150

Aggregates : ASTM C136

Admixtures : ASTM C260, ASTM C494, ASTM C1017

4.2.1. Reinforcement

Concrete reinforcement shall be steel bars or welded wire fabric, or a combination.


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4.2.2. Insert and Embedded Metal

All item embedded in concrete shall be of type required for the intended task

4.2.3. Weight and Dimension of Precast Concrete

Weight and dimension of Precast concrete will shown on detail drawing

4.2.4. Precast Concrete Panel

Concrete posts are typically slotted for standard panelling, pre-drilled for wires, or fitted with brackets to

carry non-standard or heavy panels. The steel posts are typically used with security or anti-vandal fencing.

Most of the readily available fencing of this type is described and sold in imperial units, which will be

used here for clarity.

The posts required should be 450-600mm (1'6" - 2'0") longer than the height required. So, for a 1.8m

(6') high fence, a 2.36m (7'9") post is required.

Precast it is not required

we follow with the existing fence.


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Set up a taut string line to guide the run of the fence and final alignment. Excavate the first post hole

approximately 300x300mm (12"x12") in plan and at least as deep as shown in the table above for the

size of post being installed. It's common practice to dig the post hole around 50mm (2") deeper than

the required minimum, to allow for a modest bed of concrete to be used to adjust the height of the

post and so aid final profiling.

Use a pencil or similar to mark where Ground Level (GL) would be on the post when it is at the correct

height. Place half a spade of concrete into hole (if required) and lower the post into the hole. Check

that the pencil mark tallies with required ground level, adjusting the post by twisting it into bedding

concrete or adding extra concrete bed, as required. Once the height is correct, align the post vertically

by checking on two perpendicular faces for plumb, and jam the post in place with a few half-bricks,

broken concrete flags or other hardcore, prior to concreting.


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Use a dry mix concrete and sprinkle this in amongst the hardcore. Water it in with a can or a hose, anduse a long bar or stick to poke the wetted concrete down amongst the hardcore, filling all of the voids.

Add more dry mix and water in as required. The top of the concrete/hardcore should be kept a couple

of inches below ground level.

Once the post is in position, place a base panel into the slot and along the required run line to ascertain

distance and position of the next hole. Put the base panel to one side whilst the next hole is dug, then

re-position and level it prior to positioning the next post. Make sure the new post is positioned fairly

tight against the base panel, and check it for height and plumb before concreting-in as before and

moving on to the next section.

Leave off fitting the timber panels until all the posts are in and secure. It may be worth 'spragging' the

posts with temporary supporting timbers while the concrete hardens.In windy conditions, it's best to

allow concrete to set overnight before fitting panels, which dramatically increases the fence's wind-

resistance.

4.2.5. Precast Concrete Fence

Drawing of precast concrete fence

4.3. BRC Fencing and Gating

4.3.1. General

Fencing shall conform to the details and shall use BRC fencing type fabricated and has license of ISO

9001:2000.

4.3.2. Material

Material of fencing should be high quality low carbon steel wire. BRC fencing should be good corrosion

C

DELETED THIS ITEM FOR

PRECAST FENCE.


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resistance, anti-aging, nice appearance, easy and quick installation.4.3.3. Type and Process

Fencing type is welded fence. Fencing should be galvanized to prevent rusting and corrosion.

4.3.4. Colours

Fencing could be any colour but should be colourful

4.3.5. Fence Packaging

In packaging process, fence should be protected and covered by appropriate material to ensure the safety

and minimize the damage. Or cover by plastic film and wooded panel.

4.3.6. BRC fence dimension

4.3.7. Detail Installation

Installation of fencing shall be in accordance with the requirements of ASTM F567.


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Suggested procedure is first planted buffer iron pipe or permanently cemented in the fence line.Usually it takes 2 people to put up, one worker and one assistant.

Fences can be glued to a metal pipe with one of the following ways, namely:

4.1. 1. Using the U bolts and clamps to clamp the fence at the top and bottom, the U bolts is

clamped into iron triangle.

4.2.2. Jump in welding to steel pipe (with electric welding). The weld connecting the three points

which are usually the middle and bottom. This method is easier and shorter than the first way.

Notes before installing, make a rope connecting the pole to measure the alignment of iron pipe

fence. And vertical alignment gauge fence, both of these processes require one assistant. When

installed alone, then you need a fence before being installed rafters shaped angled triangle by 4

seeds to withstand the fence when installed.

Dont forget to check the straightness of fences after all been done.

5.0. CHAIN LINK FENCE

5.1Fence Material

The chain link fence shall have a 50 x 50 mm mesh size, be made of green PVC Coated wire having anoverall diameter of 9 BWG (3,75 mm) and inner core wire of 12 BWG (2,7 mm). The wire size and mesh

size shall be adjusted conform the tolerances specified in BS 1052:1980 and 4102:1963, respectively.

5.2Colours

Fencing could be any colour but should be colourful

5.3Barbed wire

Barbed wire is manufactured according to SNI 07-0107-1987 with a high quality raw material,Standard galvanized wire, heavy galvanized wire or galvanized wire with PVC coated


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Size of barbed wire

5.4 Installation

The fencing shall be installed on the boundaries set out in the drawings. The top of the fence shall follow

closely to the profile of the ground which has been trimmed to the required level.

6.0. EXAMINATION

The physical locations of features such as fence lines, gates and gate posts shall be in accordance with

the plans. Removal of tree, shrubs, or landscape area is subject to prior approval unless specifically

shown to be removed on the drawing.

?


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7.0. PREPARATION

Provide a reasonably smooth profile at the fence line. The bottom of the fence shall not be more than 50

mm above the finished ground line. Where the fence crosses features such as streams and drainage

ditches and it is impractical to conform with the fence to the ground contour, the fence shall span the

depression, unless otherwise shown on the plans. Close the space below the bottom of the fence with

extra fence fabric or barbed wire.

8.0. FENCE INSTALLATION

Installation of fencing shall be in accordance with the requirements of ASTM F567.

Fencing shall be erected in straight lines between angle points by skilled mechanics experienced in

this type of construction and in accordance with the manufacturer's printed recommendations asapproved and with these specifications. Posts shall be spaced not more than 3 meters on centers and

in true lines. Posts shall be set plumb and rigid after installation. Centerline of fence braces shall be

12 inches below the top of the fabric. The top surface shall have a crown watershed finish. After

concrete has set, accessories shall be installed. Chain link fabric shall be fastened to end posts with

stretcher bars and clamps and to line posts and top rail with wire or bands at approximately 14-inch

centers and 24-inch centers, respectively. Gate posts shall be braced diagonally to adjacent line posts

to ensure stability.

Changes in direction of the fence line where the horizontal angle is 15 degrees or more shall be

considered as corners and corner posts shall be installed. Changes in the grade where the vertical

angle exceeds five percent shall have slope posts installed at the point of change.

Between posts, the chain link fabric shall be fastened to a top and bottom tension wire with 4 mm

diameter.

Tie wire shall not be lighter than nine-gauge galvanized steel wire. The use of approved galvanized

steel bands will be permitted in lieu of tie wires for fastening the chain-like fabric to the posts and

gate frames.

For precast concrete fence, the posts are positioned and erected by site. The pier size, depth and

reinforcement are constructed as specified on engineering drawing. After the post are accurately

spaced, plumbed and leveled, they are braced until the pier concrete has obtained its initial strength.

With the post erected, the panels are manually slid into place. Where posts spacing must be less than

1.5 meter, the panel are saw cut to the length as required fit. Post caps and panel caps are bonded

into place by applying a silicone based adhesive between cap and fence component.

Gates shall be hung and all hardware shall be adjusted so that gates operate satisfactorily from OPEN

or CLOSED position. Gate shall be installed plumb, level and secure for full opening without

interference. Install ground set items in concrete for anchorage as recommended by the fence

manufacturer. Adjust hardware for smooth operation and lubricate. Sliding gate shall operate

smoothly and easily under minimum pressure.

Place concrete around posts in a continuous pour. Check each post for plumb and vertical and top

alignment, and hold in position during placement and finishing operations.


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Trowel finish tops of footings, and slope or dome to direct water away from posts. Set keepers, stop,tracks, eyebolts, and other accessories into concrete as required. Wheel rolling area for sliding gates

shall be steel trowel smooth finish concrete.

gcmt-13-civ-spc-005 civil specification fencing and gates materials (ifa - revc)

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