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T H E G f T Y O F
FLOODPLAIN DEVELOPMENT PERMIT
PERMIT NO. 20160216 LBC
NAME OF PERMITEE: Laughley Bridge and Construction
The above named permitee applied for a FLOODPLAIN DEVELOPMENT PERMIT on 1012 Creek Crossing
The application has been reviewed by the FLOODPLAIN ADMINSTRATOR and it has been determined that the proposed
development is located within an identifiable floodplain of:
Denton Creek
The FLOODPLAIN ADMINISTRATOR has reviewed plans and specifications of the proposed development for conformance
with the development standards required by Floodplain Management Ordinance #2001-952. You are hereby authorized to
proceed with the following described work:
Stabilize the bank of the creek to prevent further erosion with Gabions and Rock riprap
To maintain compliance with the development standards of Floodplain Management Ordinance #2001-952 and to eliminate or
minimize flood damage potential to the proposed development, you are hereby directed to construct your proposed
development in accordance with the following special provisions:
Compliance with the development standards of Floodplain Management Ordinance #2001-952 including but not
limited to:
• For residential structures, the lowest floor (including basement) must be elevated to two (2) feet above the 100 -
year base flood elevation or one (1) foot above ultimate condition whichever is higher. Certification of the lowest
floor must be submitted from a registered professional engineer, architect, or land surveyor.
• For non-residential structures, the lowest floor (including basement) must be elevated or flood -proofed to two (2)
feet above the 100 -year base flood elevation or one (1) foot above ultimate condition whichever is higher.
Certification that the flood -proofing methods are adequate to withstand the flood depths, pressure, velocities,
impact and uplift forces and other factors associated with the base flood must be submitted from a registered
professional engineer or architect.
• For fill activities, the permittee must submit certification from a registered professional engineer or land surveyor
that the level of the compacted fill materials is at or above the elevation of the Base Flood.
Certified copy of all final plans or As -Built Drawings must be submitted to the FLOODPLAIN ADMINISTRATOR.
( OTHER PROVISIONS:
by Permittee
ADMINISTRATOR
G � � SLA -t
2-b-4-116 —
Printed Name
Daie
f Etc,44-(� C-AAti& , q'E ,L �
?-h
Printed Nar e
Date
,.�_.. .:._�_.•.r-.a-r.i.!_/11.r_!�. --_._. ... ... .._..— f :�:.1 L11.. t_% i i iTi i ��.1-�-.L..irJ1
1.OT 16R, BLOCK E, OF ._ THRU 34, BLOCK E, CIBBS
STATION PHASE_ TWO, AN ADDITION TO THE CITY OF COPPELL, DALLAS
COUNTY, TWXAS.
ICY ,31
VIEWEDI & N s5 '
patc � 5
d specif`ca 0
e� th p{a��s a mea°cons
o{ e edof °Ppe11
C0�a1 stns tO City anc es
The th ra o
sha11 no t cO�fl�ct w,td �l
1D a1�d�11€ coAe" % t 00 YEAR FLOOD MAIN
bu PER PLAT
I,OT 15R
8.01
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FORMBOARD
SURVEY
FF.EI,F,V:45.5.61 9'1
:r
Id
25' BUILDING LINE
A` ____
-_ - --
f0' UTILITY Shf'T
1s —--4--
i� 5' TU PLM ESM'T
—— ^---L—
�'i 5' 79 12' 37" ii'
XFFF.RF.NCE DBAR7NC
,! CALL i 0.00' MEAS. 70. 10'
'REE, K CI OSSING
j 1 hereby rteriiJT/
that on [ho.2J/Ariay of this survey was made an the ground as ncr the Jieid nof►s 'halon x, ihie surrey
and o lru.�, rwrerl, ar,d scrum(' as to III' dimrarienr r•/ !':--r5jec. prop.- !jr fieri sire, tncaNan and type of buitdingr d improvements thereon,
it any, rhe ,urveg ahnwa all rn..nnent* and risible sa_.rmfntx of u+hirh / have knowledge or have been adviied affecting"" the subjtet prapeKy,
Thrrr fire no rnrruarhrnrnts, ran'l%r.is, or ,rn6uainns vieibte nn the
.l
1 T ground ether than chose shown.
�
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8.01
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41 L (401 ltd�1 (1i
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FORMBOARD
SURVEY
FF.EI,F,V:45.5.61 9'1
:r
Id
25' BUILDING LINE
A` ____
-_ - --
f0' UTILITY Shf'T
1s —--4--
i� 5' TU PLM ESM'T
—— ^---L—
�'i 5' 79 12' 37" ii'
XFFF.RF.NCE DBAR7NC
,! CALL i 0.00' MEAS. 70. 10'
'REE, K CI OSSING
j 1 hereby rteriiJT/
that on [ho.2J/Ariay of this survey was made an the ground as ncr the Jieid nof►s 'halon x, ihie surrey
and o lru.�, rwrerl, ar,d scrum(' as to III' dimrarienr r•/ !':--r5jec. prop.- !jr fieri sire, tncaNan and type of buitdingr d improvements thereon,
it any, rhe ,urveg ahnwa all rn..nnent* and risible sa_.rmfntx of u+hirh / have knowledge or have been adviied affecting"" the subjtet prapeKy,
Thrrr fire no rnrruarhrnrnts, ran'l%r.is, or ,rn6uainns vieibte nn the
.l
1 T ground ether than chose shown.
COMPACTED NATIVE MATERIAL
3'-0" x 3'-0" GABION BASKET
FILLED W/3"-8" WELL GRADED
LIMESTONE
-0" , 1'-6" , 1'-6"
o -o -o -c
GEOTEXTILE FILTER FABRIC
12
(MAX SLOPE)
Jt I
1' CRUSHED STONE BACKFILL
cl
COMPACTED t'. r t"APT
�( F
c_ c_
3'-0"
THE BASE OF THE GABION WALL SHALL HAVE-'
!;•` +�� 6 10 18 INCHLS OF LMBLUMLNI BLLOW IHL
FLOWLINE OF THE CREEK IN FIRM STIFF MATERIAL
1,;
A' „ ..... REFERENCE ATTACHED:
!" r �I {;.': 1. ASTM A974-97 FOR GABION SPECIFICATIONS.
2.) MODULAR GABION SYSTEMS INSTALLATION BROCHURE.
G BION RETAINING WALL DETAIL
SCALE: 1/2" = 1 -0
ISSUE DATES LAUGHLEY BRIDGE & CONSTRUCTION, INC JERALD W. KUNKEL SHEET
02/09/16 GABION RETAINING WALL CONSULTING ENGINEERS, INC.
1012 CREEK CROSSING 2301 EAST ~R BLVD., SUITE 150 SK -1
COPPELL, TEXAS ARUNGTON, TEXAS 760067456
(0 17) 64031311 • FAX (617) 6336320
SLOPE REPAIR Web: (kunkel.com 16044
\\COMPUTER233\Users\Public\Commerclal\Lauahlev Bridge & Construction\SK-l.dwa. 2/9/2016 4:45:30 PM. HP OFficelet 7110 8X11 sedes.oc3
BACK
END
FIG. i Gablon
Q0 A 974
PHRAGM
END
TIONT
lining channels (see Fig. 2). Typical gabion mattress sizes are
shown in Table 2.
3.2.3 lacing wire, n— for gabions and gabion mattresses, a
metallic -coated steel wire or metallic -coated steel wire with
PVC coating used to assemble and interconnect empty gabion
units, and to close and secure stone -filled units, used as an
alternate to spiral binders.
3,2.4 spiral binder, n— for gabions and gabion mattresses,
a length of metallic -coated steel wire or metallic -coated steel
wire with PVC coating preformed into a spiral, used to
assemble and interconnect empty gabion units, and to close and
secure stone -filled units, used as an alternate to lacing wire.
3.2.5 stiffener, n for gabions, a length of. metal] ic-coated
steel wire or metallic -coated steel wire with PVC coating used
for support by forming a diagonal brace across the corners,
inside of the gabion container. Stiffeners are produced using
lacing wire for on-site applications or shipped preformed using
heavier wire gage as shown in Table 3.
3.2.6 welded wire fabric, n—material composed of a series
of longitudinal and transverse steel wires arranged substan-
tially at right angles to each other, and welded together at the
points of intersection by electrical resistance welding to form
fabricated sheets.
4. Classification
4.1 Welded wire gabions are classified according to coating,
as follows:
4.1.1 Style ],consists of welded wire fabric made from wire
which is zinc -coated before being welded into fabric. Spiral
binders, lacing wire, and stiffeners are produced from zinc -
coated wire.
4.1.2 Style 2, consists of welded wire fabric which is made
from uncoated wire and the fabric is subsequently zinc -coated
after fabrication. Spiral binders, lacing wire, and stiffeners are
produced from zinc -coated wire.
4,1.3 Stvle 3, consists of welded wire fabric made from wire
which is coated with zinc -5 % aluminum-mischmetal alloy
(Zn -5A1 -MM) before being welded into fabric. Spiral binders,
lacing wire, and stiffeners are also produced from zinc -5 %
aluminum-mischmetal alloy (Zn -5A1 -MM) coated wire.
4.1.4 Style 4, consists of welded wire fabric made from wire
which is aluminum -coated before being welded into fabric.
Spiral binders, lacing wire, and stiffeners are also produced
from aluminum -coated (aluminized) wire.
4.1.5 Style 5, consists of welded wire fabric, spiral binders,
lacing wire, and stiffeners as Styles 1, 2, 3, or 4, and overcoated
with PVC.
5. Ordering Information
5.1 Orders for material to this specification should include
the following information,-
5.1.1
nformation;5.1.1 Quantity (number of units) as shown on plan,
5.1.2 Gabions or gabion mattresses,
5.1.3 Size (length by width by height),
5.1,4 Style of coating (Section 4), including the specific
style to be furnished, or all acceptable styles,
5.1.5 ASTM designation and year of issue,
5.1.6 Any special requirements (see 8.2,5 and Note 2), and
5.1.7 Certification, if required (see 15.1).
Nom 1—A typical ordering description is os follows: 100 gabions. 6 by
3 by 3 ft, as shown on plans; Style 1, 2, 3, or 4; with required spiral
binders, lacing wire, and stiffeners; conforming to ASTM A 974.
6. Material and Manufacture
6.1 The wire used in the manufacture of welded wire fabric
for use in gabions shall conform to the specifications it) 6.1.1
as appropriate for the style ordered, except the tensile strength
shall conform to 7.1. The wire may be produced from any
grade of steel listed in Specification A 853.
6.1.1 Style 1 welded wire fabric shall be manufactured from
zinc -coated steel wire conforming to Specification A 641. Style
2 welded wire fabric shall be manufactured from uncoated steel
wire conforming to Specification A 853, and the fabric subse-
quently zinc -coated by the hot -dip process. Style 3 welded wire
fabric shall be manufactured from Zn-5Ai-MM coated steel
wire conforming to Specification A 856/A 856M. Style 4
welded wire fabric shall be. manufactured from aluminum -
coated steel wire conforming to Specification A 809.
6.2 Spiral binders, lacing wire, and stiffeners shall be made
of wire having a tensile strength in accordance with 7.1, having
the same coating material as the welded wire fabric furnished
on the order, and conforming to Specification A 641, A 856/
A 856M, or A 809, as appropriate
6.3 Wire for welded wire fabric shall be assembled by
automatic machines or other suitable mechanical means that
will ensure accurate spacing and alignment of all members of
the finished fabric. Longitudinal and transverse members of the
welded wire fabric shall be connected at every intersection in
accordance with the requirements of 7.2 by the process of
electric resistance welding, which employs the principle of
fusion combined with pressure.
6.4 The PVC coating used"in the manufacture of PVC -
coated gabions and gabion mattresses shall conform to the
properties in 8.2 and 8.3
6.4.1 The PVC -coated welded wire fabric shall have the
PVC coating fused and bonded onto the metallic -Coated
welded wire fabric after fabrication of mesh. No cutting of the
panels closer than %4 t '/a in. (6 ± 3.18 mm) to the weld shall
EN
BACl'
Emil_
FIG, 3 Pre -Assembled Gabion
FIG, 4 Pre -Assembled Gabion Mattress
41) A 974
M
�D
®NT
)IAPHRAGM
LID
)NT
(Style 3), and A 809 (Style 4) or hard drawn in accordance with
Specification A 853 (Style 2). The cross-sectional area of the
test specimen shall be based on the diameter of the metallic
coated wire. All the wires used in. the fabrication of gabions
and gabion mattresses must use the same temper wire per given
order.
7.2 Weld Shear Strength—The minimum average shear
value in pounds -force shall be 70 % of the breaking strength of
the wire or as indicated in the table as follows, whichever is
Greater, when tested in accordance with 13.4 (see Specification
A 185). Typical minimum average shear strengths as specified
are as follows:
Wire Diameter, in. Minimum Average Shear Mlntmum Shear Strength,
(mm) Strength, lb (N) Ib (N)
0.067 {2.2) 292 (1000) 225 (1000)
0.106 (2.7) 472 (2100) 360 (1600)
0.120 (3.05) 564 (2600) 450 (2000)
7.2.1 Conformance to Requirement --=The material shall be
deemed to conform with the requirements for weld shear
strength if the average of the test results of the first four
specimens tested complies with the value in 7.2, or if the
average of the test results for all welds tested complies with the
value in 7.2.
7.3 Panel to Panel Joint Strength—The minimum strength
of the joined panels, when tested as described in 135, shall be
as follows:
Exterior Panels, Ibla Diaphragm Panels, Ib/lt
(kN/m) (kNlm)
Gabions 1400 (?.0,4) 600 (8.7)
Gabion mattresses 600 (8.7) 300 (4.35)
8.. Physical Properties
8,1 Metallic Coating— The coaling weights shall conform
to the requirements of Specification A 641 Class 3 for zinc
coating (including the zinc coating on (tic Style 2 fabric),
Specification A 856/A 856M Class 3 for Zn-5Al-MM coating,
or Specification A 809 for aluminum coating,
8,2 PVC for Coating— The initial properties of PVC
coating material shall have a demonstrated ability to conform
to the following requirements:
8.2.1 Specific Gravity-- In the range from 1.20 to 1.40,
when tested in accordance with Test Method D 792,
8.2.2 Tensile Strength— Not less than 2275 psi (15.7 MPa),
when tested in accordance with Test Method D 638.
8.2.3 Modulus of Elasticity —Not less than 1980 psi (13.7
MPa) at 100 strain, when tested in accordance with Test
Method D 638.
8.2.4 Hardness—Shore" A" not less than 75, when tested in
accordance with Test Method D 2240,
8.2.5 Brittleness Temperature --Not higher than 15°F
(-9°C), or lower temperature when specified by the purchaser,
when tested in accordance with Test Method D 746.
Nors 2—The maximum brittleness temperature should be at least 15°F
(8°C) below the minimum temperature at which the gabions will be
handled or filled.
8.2.6 Resistance to Abrasion—The percentage of the weight
loss shall be less than 12 %, when tested in accordance with
Test Methods D 1242, Method B, at 200 cycles, CSI -A abrader
tape, 80 grit,
8.2.7 Salt Spray Exposure and Ultraviolet Light Exposure:
8.2.7.1 The PVC shall show no effect after 3000 h of salt
spray exposure in accordance with Practice B 117.
8.2.7,2 The PVC shall show no effect of exposure to
ultraviolet light with test exposure of 3000 h, using apparatus
Type B and 63°C, when tested in accordance with Practices
D 1499 and G 23,
8.2.7.3 Evaluation of Coating After Salt Spray and Ultra-
violet Exposure Test—After the salt spray test and exposure to
ultraviolet light as specified in 8.2.7.1 and 8.2.7.2, the PVC
coating shall not show cracks nor noticeable change of color, or
blisters or splits, In addition, the specific gravity, tensile
strength, modulus of elasticity, and resistance to abrasion shall
not change more than 6 %, 25 %, 25%, and 10 %, respectively,
from their initial values,
8.3 PVC Coating on Wire—The initial properties of the
PVC coating on the wire and welded wire fabric shall have a
demonstrated ability to conform to the following requirements:
8.3.1 Adhesion The PVC coating shall adhere to the wire
such that the coating breaks rather than separates from the wire
when tested in accordance with 13.3.
8,3.2 Mandrel Bend— The PVC -coated wire when sub-
jected to a single 360° bend at -0°F (-18°C) around a mandrel
ten times the diameter of the wire, shall not exhibit breaks or
Q A 974
.Wire
al Wir
SECTION A -A
NOTE I—See Specification A 185 for additional information on weld shear testing. A detailed drawing showing complete dimensions of testing fixture
map be obtained from ASTM. Order Adjunct No. 12-101850.00.
FIG. 5 Welded Wire Fabric Weld Tester
13.4.5 li'eld Shear Test Procedure --Insert the long end of
the vertical wire through the notch in the anvil. The vertical
wire shall be in contact with the surface of the free -rotating
rollers while the horizontal wires shall be supported by the
anvil on each side of the slot. The bottom jaws of the testing
machine shall grip the lower end of the vertical wire and the
load slialI be applied ata rate of stressing not to exceed 100 000
psi/min (689 MPa/min)
13A.6 Report--Repdrt the test results to the nearest 5 lbf
(25 N) for both individual results and the average of all tests,
13.4.7 Precision and Bias --The precision and bias of this
test method for measuring weld shear strength are as specified
in the test method included in Specification A 185.
13.5 Panel to Panel Connection ---Join a set of two identical
rectangular gabion panels, each with a width of 36 in, and a
minimum length of 9 in., by any of the following methods:
13.5.1 Lacing Wire—Lacing wire shall be alternately single -
and double -looped with spacing not to exceed 6 in. Secure ends
with two complete revolutions and finish with a one-half hitch.
13.5.2 Spiral Binders—Spiral binders shall pass through the
openings. Securely tie at both ends to prevent unraveling when
a load is applied in accordance with the minimum strength
requirements of 7.3.
13.5.3 Mount each of the two panels on a loading machine
with grips or clamps such that panels are uniformly secured
along the full -width. The grips or clamps shall be designed to
transmit only tension forces. The load then will be applied at a
uniform rate not exceeding 50 Us until maximum load is
obtained. The maximum load is reached when a drop of
strength is observed with subsequent loading.
14. Inspection
14.1 Unless otherwise specified in the contract or purchase
order, the producer is responsible for the performance of all
inspection and test requirements of this specification. The
producer may use his own or any other suitable facilities for the
performance of the tests unless disapproved by tite purchaser at
tite time the order is placed. The purchaser at their own expense
shall have the right to perform any of the inspections and tests
set forth in this specification when such tests are deemed
necessary to ensure that the material conforms to tiie prescribed
requirements.
15. Certification
15.1 When specified in the purchase order or contract, a
producer's or supplier's certification shall be furnished to the
purchaser that the material was manufactured, sampled, tested,
and inspected in accordance -with this specification and has
been found to meet the requirements. When specified in the
contract or purchase order, a report of the test results shall be
furnished.
16. Keywords
16.1 gabion mattresses; gabions; metallic -coated fabric;
PVC -coated fabric; steel wire; welded wire fabric
Modular Gabions Systems
may be Supplied in (A) roll
••• • i
fl��ydf,►!i`lif''i�iitj i i►i�e.
��-= __��..�_ - \�\,��,�. Nr it///�/,•�.,,,,-
When
R roll stock,• • • •
begin the assembly
process at Step 1.
Panels may b. Cut to appropriate sizes
in the field. When using roll stock,
bottoms,lids, fronts and backs maybe • • r c �• • i •
i
• e• 1.in lengths• to /0fit
•• • r • f
:,� ♦♦��ir♦r� � �� ' �♦♦� ♦ILII
— mss+--ss===�� `.�*���sfiC ,��j♦♦ �♦111
--- — ,L4.� �, .s� S �. • 111
'ems o� .►1
Redundant panels may be
5pirals will connect
eliminated between gabions as
the gabions at each
illustrated. An end pariel has been
side & along the base
removed from the gabion on the
No end panel
right, This gabion will butt up
flier of gabions now
add pre -formed stiffeners toforms
necessary
tii�f[.i`�iti��ii �v
against f [ ! [ on i left so cif ► i '► o'kt'l Vii!
►►tt`a'K 1�►1,\
�p►nlir?�
��
t .i'
\\
C( �)yii�a..i�'►..,ysv,,.K!1'nli.
S:`iy�'i4►R��t�i�l���ii'�>iFii!
[ ♦ end ! [ rleft
`R; 3t
bf�'.�i(f \\\\\
i+
gabion becomes a diaphragm
t\\\\\\\n
4 Tbetween
the cells of the two
`moi'
\\\\\iOr"i1�� /' tz MA finMg
pi t
gabions. ! tconnectorsNy
,►`.` AN
MIR
q� << x•...11,
y'�:R�►`'► psi e'�sR R���� y ��1tfv�;
did
secure all iadjoining panels.
`\,►►moi#�i�i�►'ifR►;fi'L�Sib�►'v'r,
When stacking tiers of gabions
(or gabions on mattresses), the
lid of the lower `Fier may serve
as the base of the upper -Fier.
The lid of the lower
Secure with spiral binders and
flier of gabions now
add pre -formed stiffeners toforms
the base dor
�x
exterior cells before filling
the upper gabion.
with graded stones.
Gabion bas!
without a base.
All fllu'sfrgf;pTns depict a 3.' x 8':X 6'
;from rollstQ.Ck:may ut+It e.conf[OUOLIS.
up fo'30Q' long Please review pages 1
>fnst:ruchfons _:
Letter
Code
A
Length
6'
width
Height
Cnpacity
in Cu_Vdi
2.00
3'
3'
I1
9'
3'
3'
3.00
C
12'
3'
3'
4.00
D
6'
3'
1.5'
1.00
G
9'
3'
I.5'
1,50
T
12'
3'
i.5' .
2,00
G
6'
3'
1'
0.66
11
9'
3'
1'
1.00
[
12
3'
1'
1.33
A.75
4.5'
3'
3'
1.50
AA
6'
6'
3'
4.00
BB
9'
6'
3'
'6'00 '
CC
12'
6'
3'
8.00
DD
6'
6'
1.5'
2.00
EE
9'
6'
1.5'
3.00
PN
12'
6'
1.5'
4.00
GG
6'
6'
1'
1.30
HH
9'
6'
1'
2.00
If
12'
6'
1'
2.'10
AD
6'
4.5'
3'
3.00
BE
9'
4,5'
3'
4.50
Cr
12'
4.5'
3'
6.00
GALVANIZED
gabion n., - a wire fabric container, u,._,olnnly partitioned, of variable size,
Interconnected -with other similar Containers and filled with stone at the site of use, to
form flexible, permeable, monolithic structures such ag retaining walls, sea walls,
channel linings, revetments, weirs, etc, for erosion and flood control.
MSL Wall hi Vestavia Hills, AL.
S�- t
l�is�oa`�
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PVC COATED
OWIIer.
3" X 3" (7.5 X 7.5 cm)..............................Mesh Opening ..... ......... 3" X 3" (7.5 X 7.5 cm) .
0.106" - US Gauge 12 (2.7 Iran) ..........Mesh
Wire diameter .........0.106"
-US Gauge 12 (2.7 nun)....................Plus
PVC Coating
0.120" - US Gauge 11 (3.0 nmi) ..........Mesh
Wire diameter ......... 0.120" -US Gauge 11 (3.0 mm)....................Plus
PVC Coating
0.087" - US Gauge 13.5 (2.2 mrn)
......Lacing Wire diameter ........
0.087" - US Gauge 13.5 (12 mm) .................Plus
PVC Coating
0.106" - US Gauge 12 (2.7 m1n)........
Spi-ral Binders diameter .......
0.106" - US Gauge 12 (2.7 mm)....................Plus
PVC Coating
ASTM A-90 ...............................................Zinc
Coating ...............ASTM
A-90
Concho Rivet-, Sart Angelo, KY- City of San Angelo
Minimum PVC Coating Thickness 0.015" Per Side
Nominal PVC Coating Thickness 0.0216" Per Side
Buffalo Bayou, Houston, M- USArnty Cogs of Engineers
Revolutionary for.0
• Incomparable &sentbly Speed & Efficiency - thanks to our unique spiral
binderand dimensionally stable welded wire which all but climinate tedious
liand lacing.
• Unstoyassed Corrosion Resistance & Durability- C. E. Shepherd invented
the fluidized bed wire mesh powder coating technology and has perfected it
overmore than 30 years?
• Unparalleled Technical Support & Cuslomer Service = decades of
experience in gabion design and installation worldwide allow its to offer
consultingand liaison services.
• Exh•aordinmy Peoduct Versatility & Value - this superior product can be
field modified without loss of mesh integrity and assembled without
redundant panels,
Apalachicola River Bridge, FL, Florida DOT
Disti-ibuted by:
A Division of C. E Shepherd Company, Inc.
2221.Canada Dry Street, Houston, TX 77023 USA 800.324.8282
• 713.924.4371 713.924.4381 PAX
www.gablons.net • wire@gabions.net
Revised 2/3105