Anchor to Rock

Con-Tech Systems Ltd.

Western Divis Divisio ion: n: (6 (60 04) 94 946-557 5711 Easstern Divi Ea Divissio ion: n: (6 (613) 13) 342-0 -00 041

Ema Em ail: co conn-ttech ch@c @co ont nteech chssys ysttems ms..co com m Webs bsit itee: www.c .con onttech chssys ysttems ms..co com m

F*'9&= 2011

SRAND ANCHOR S%SEMS  @G  @L >  
A&8

TUNNELS

RETAINING WALLS

TRANSMISSION LINES

EXCAVATION SHORING

AND ANTENNAS

DAM-TIEDOWNS

F @ 8 G F L , E B ; 6  A 7  4 E G ,

BURIED STRUCTURES

G-1


Western Divis Divisio ion: n: (6 (60 04) 94 946-55 5571 71 Easstern Divi Ea Divissio ion: n: (6 (613) 13) 34 342 2-0 -00 041

F @ 8 G F L , E B ; 6  A 7  4 E G ,

G-2

Ema Em ail: co conn-ttech ch@c @co ont nteech chssys ysttems.co com m Webs bsit itee: www.co cont nteech chssys ysttems ms.c .com om


Western Divis Divisio ion: n: (6 (60 04) 94 946-557 5711 Easstern Divi Ea Divissio ion: n: (6 (613) 13) 342-0 -00 041

Ema Em ail: co conn-ttech ch@c @co ont nteech chssys ysttems ms..co com m Webs bsit itee: www.c .con onttech chssys ysttems ms..co com m

C8*8

&'* + C8*8

G A; B;H (G< ;<? DG)

G- 4

;<? DG

G 5

C< GG<

G- 6

@? A; A@?<

G- 9

A; !

G-17

G<

G-18

A<

G-21

G HG< LG@

G-27

GKG

G-31

F @ 8 G F L , E B ; 6  A 7  4 E G ,

G-3


Western Division: (604) 946-5571 Eastern Division: (613) 342-0041

Email: [email protected] Website: www.contechsystems.com

SRAND ANCHOR BROCH!RE

I N D E $

F @ 8 G F L , E B ; 6  A 7  4 E G ,

G-4

.

GHG<

 2

.

C G A;

 3

.

AIG

 4, 5

.

A; L & ;<? DG

 6,7

.

C H?
 8

.

C A; 
 9

.

C G A; G??G< H

 10

. L<? C G A; A?<G<

 11

.

 12

<@< G



*& D&8&

SRAND, *& D&8&

a t a D l a c i n h c e T , s r o h c n A d n a r t S S T C

9 9 9 1 , 5 1 0 9 9 F I 5 A d 0 W n 0 a 2 - H r t 0 F s , 1 I C e r T D i P n w , o n t 7 o g , i t n " i i 6 d h . E a 0 r h W t , o r f u n o o i s r t n F a o r i 5 t t s 0 i a 0 n c i i 2 f i m , c Z d e A A p , y s x a i ) n w d e h n o i a h g r t P H l s , ) a I r d T e e d t P ( 3 e a o e 8 F t , c u 9 4 t i 1 y . t , x s C o o n N I D p r g n l e ( n o a i t 8 n g u c r o n i 8 i 4 s i C h n s g A e n T a i t W r M s , e T o n e S n P o i A , i t g " a n r 2 s r E r t o f s l l o i a m / 6 . m h n c 1 i m s c i / i / 4 n m n s b g - k N l k A d A l A h c 0 5 4 0 i e o y t M 7 6 7 1 S . . . a T 2 1 0 1 d w o e S 6 n h G A 8 , g " a i k H s e 1 c h t o l a m e t R r e t e d d s y e e e S s F m s , d s e e r r 7 t 4 r o o s 0 : e - h h r o c 2 t P 8 c n n e r - A A ) c f D o l n R d i u a s - n o p d d a ( S f n r n o A s i a o t r W d s r c a H o t n s c d h s e a t a F r r n , c n n e " k s e i c e p m s A e o t d t r m k a o c R a h a n g y c b u m i S i e o e e i r e h T t l R T G T " " " C U W

1 1 1 1 1 1 1 9 9 9 9 9 9 9 5 5 5 5 5 5 1 6 6 6 9 9 9 9 1 1 1 1 1 1 1 4 4 4 4 4 7 4 1 1 1 1 1 1 1 1 1 1 1 1 1 2 m m

) . E P D t . D 4 4 4 6 6 6 6 7 7 7 7 7 7 7 7 7 7 7 7 9 5 t s . . . . . . . . . . . . . . . . . . . . . s o ( H 2 e 2 2 3 3 3 3 4 4 4 4 4 4 4 5 5 5 5 5 6 9 u e u g q q n n i i e e t r r a n n e o o h S 6 6 6 3 0 0 0 0 0 0 0 0 4 4 5 5 5 5 5 5 5 5 6 8 8 8 0 0 0 0 0 1 1 2 2 2 2 2 d 1 1 1 1 1 1 1 1 1 1 1 1 e t A m / A / A / A / a N N N N m g u r r C o V 0 0 0 5 5 5 4 4 4 4 4 9 9 2 2 2 2 2 C P 0 2 . 9 . 9 . 9 . 4 . 4 . 2 . 2 . 5 . 1 . 1 . 1 . 9 . 9 . 9 . 9 . 9 . 9 . 9 . 2 2 2 2 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 A A A A / / / / n i N N N N 9 7 6 4 3 1 0 8 7 5 4 2 1 9 8 6 5 3 2 5 0 0 2 0 1 2 3 4 5 6 6 7 8 9 0 1 1 2 3 4 5 6 5 0 1 8 d a ) 2 4 6 8 0 , 8 , 0 , 2 , 5 , 7 , 9 , 9 , 2 , 8 , 5 , 1 , , 2 , 4 , 6 , 1 , 3 , 5 , 7 o S N 1 1 1 1 1 2 2 2 2 2 3 3 3 3 3 6 9 2 9 L P k 1 1 g A n * i k u p 9 c f . 8 . 7 . 6 . 5 . 3 . 2 . 1 . 6 . 2 . 0 . 3 . 2 . . 7 . 6 . 5 . 4 . 2 . 1 . 0 . 0 . 8 . 7 a 6 3 0 7 4 1 8 5 1 8 5 2 9 6 3 0 6 3 0 6 3 2 2 J * 8 . s 4 9 4 8 3 8 2 7 2 6 1 6 0 5 0 5 9 4 9 0 0 1 1 . 0 p 1 1 2 2 3 3 4 4 5 5 6 6 7 7 7 8 8 4 2 8 3 x ( i 1 2 2 4 a k M 1 1 2 3 3 4 4 5 6 6 7 8 8 9 9 0 1 1 2 9 0 8 8 6 2 8 4 0 6 2 8 4 0 6 2 8 4 0 7 3 9 5 1 5 3 7 2 5 7 0 3 5 8 0 3 6 8 1 3 6 9 1 4 6 9 8 2 6 9 1 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 7 2 5 3 d N 1 1 2 a ) k o S L P e A t a * u 6 . 3 . 9 . 7 . 4 . 3 . 8 . 4 . 0 . 5 . 1 . 7 . 3 . 9 . 5 . 1 . 7 . 4 . 0 . 6 . 2 . 7 . . 2 p 8 7 5 4 3 1 0 8 7 5 4 3 1 0 8 7 6 4 3 7 3 5 0 m f i ( s t 4 0 6 2 5 1 5 5 1 9 5 1 7 3 9 5 1 6 2 8 7 3 9 l p 1 1 2 2 3 4 4 5 5 6 7 7 8 8 9 9 0 1 7 7 5 3 U i 1 1 1 2 3 5 k 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 8 2 6 0 4 8 2 6 0 4 8 2 6 0 4 8 2 6 0 8 0 8 a 2 1 2 4 5 7 8 9 1 2 4 5 6 8 9 1 2 3 5 6 2 5 4 8 1 1 1 1 1 1 1 2 2 2 2 2 4 6 8 2 e m r 1 A ) m . c S e P S A 7 3 5 7 9 0 2 4 5 7 9 0 2 4 6 7 9 1 2 1 0 2 6 4 s ( 2 1 . 7 . 9 . 1 . 3 . 6 . 8 . 0 . 2 . 9 . 1 . 5 . 2 . 0 . 9 . . 6 . 8 . 0 . 3 . 5 . 4 . 6 s h 2 . 0 0 0 1 1 1 1 1 2 2 2 2 3 3 3 3 3 4 6 0 3 9 o 1 1 1 c 0 r n C i s f d o n . a o r N t S

1 2 3 4 5 6 7 8 9 0 1 2 3 4 5 6 7 8 9 0 7 0 2 1 1 1 1 1 1 1 1 1 1 3 4 6 9

, d e s u e r a s e n i l e r u s s e r p t u o r g t s o p r u o f I . ) m m 7 . 2 1 ( " 5 . 0 . f d o e l h t b a m e h e s s s d a e s t i a e g p i u r p r t o u c o e r h t g r e e h v t o e r r e e h v o w c e t d u i o s g e t m h u n m i o n r i e m v o c a t r u o f o r w g o ) l l a m d m l u 4 o . h 5 s 2 ( n " e 1 s f o o h c m e u z i m i s i n e m l o h a r l l i o r f d w e o h l l T a

f o m u m i n i m a ( s t r a p g n i w e l g n i s s a e l b a l i a v a e . r l a a y u e n h a T m . I e T z P i s e d h e t i f i n i c e d e p d s a n e o m t r o m o r e c r v e o g c i n t u c a o r p g s ) d m n a m t r . 7 . s s 2 t m 1 ( n e u " m i m 5 . e i n 0 l f e m o g e n h m i t u w e e m l i p d i v n i i t l o m u r p a m o r s t o a d f e w r o t a o ) l c l n i r a o b i t o a t a f e c o r d l e a r a s m e p r e e r d i z a e r n i s r u a e q g z e r i l r o a s d r i n t n s a r e g t c i s r n r u w u O 3 O

F @ 8 G F L , E B ; 6  A 7  4 E G ,

G-5




C P8*8

C P8*8 C&+&8  G; 2004 Recommendations for Prestressed Rock and Soil Anchors (FHG; E
C& I,

EH?G  (G  G  double corrosion protected , DC).

C& II,

HG GG  (G  G  single corrosion protected , C).

; ?  HG; HG?< P8*8 R*9**8 C? F @ 8 G F L , E B ; 6  A 7  4 E G ,

 1. H@G EH?G 2. CI, <  K 

 HG GG 

G-6

A;

1. H@G 2. CI, < K

 G;

 B G;

1. - ?I

HG




C P8*8

C P8*8 D* **  @@ L G;    L G; ADC

Anchor Service Live Temporar y (<24 Month)

Aggressivity Agressive

Class II Protection

Non-Agressive

None

Permanent (>24 Month)

Aggressivity Not Known or Aggressive

Non-Agressive

Class I Protection

Consequences of Failure Serious

Not Serious

Class I Protection

Incremental in Place Costs Inexpensive

Class I Protection

Expensive

Class II Protection

F @ 8 G F L , E B ; 6  A 7  4 E G ,

G-7




C P8*8

S* C P8*8 C& II Cover Cap (if req.) Corrosion Inhibitor or Grout (if req.) Gripper Anchor Head

F @ 8 G F L , E B ; 6  A 7  4 E G ,

h t g n e L g n i s s e r t S e e r F

h t g n e L d n o B

d e r i u q e r f i , t u o r G l a n i F

t u o r G r o h c n A

Bearing Plate Trumpet (if req.) Seal (if req.) Strand (encapsulated) Seal

Centralizer Strand Spacer & Organizer

Strand (bare)

G-8




S&* A A*'*, B&* S8&

D9'* C P8*8 C& I Cover Cap (if req.) Corrosion Inhibitor or Grout (if req.) Gripper Anchor Head


Bearing Plate

t u o r G l a n i F

Trumpet Seal Strand (encapsulated) Seal Corrugated Sheathing (HDPE or PVC)

t u o r Overlap 2 min. G r o h c n A ’

h t g n e L d n o B d n a r t S

Cement Grout (field or factory installed) Centralizer

F @ 8 G F L , E B ; 6  A 7  4 E G ,

Strand Spacer & Organizer

Strand (bare) Grout Cap G-9




S&* A A*'*, B&* S8&

M98* C P8*8 C& I Cover Cap (if req.) Corrosion Inhibitor Grout (if req.) Gripper Anchor Head

F @ 8 G F L , E B ; 6  A 7  4 E G ,


h t g n e L d n o B d n a r t S

t u o r G l a n i F

Bearing Plate Trumpet Seal Strand (encapsulated) Corrugated Sheathing (HDPE or PVC) Cement Grout (field installed)

t u o r G r o h c n A

Seal Centralizer Strand Spacer & Organizer Cement Grout Plug (2 -0 length) ’

”

Strand (bare) Grout Cap

G-10




S&* A A*'*, B&* S8&

P&* A D9'* C P8*8 C& I Cover Cap (if req.) Corrosion Inhibitor or Grout (if. req.) Gripper Anchor Head Bearing Plate h t g n e L g n i s s e r t S e e r F

t u o r G e g a t S d n o c e S

h t g n e L d n o B

t u o r G e g a t S t s r i F

Centralizer

F @ 8 G F L , E B ; 6  A 7  4 E G ,

Strand Spacer & Organizer

Strand (epoxy coated)

G-11




S&* A A*'*, E<= C&8* S8&

A8* A D9'* C P8*8 C& I

Cover Cap Corrosion Inhibitor or Grout Gripper Anchor Head Bearing Plate Trumpet

F @ 8 G F L , E B ; 6  A 7  4 E G ,


Seal Strand (epoxy coated & encapsulated)

Seal

h t g n e L d n o B

G-12

t u o r G e g a t S d n o c e S

t u o r G e g a t S t s r i F

Centralizer Strand Spacer & Organizer

Strand (epoxy coated)




S&* A A*'*, E<= C&8* S8&

C P8*8 S=8* I !'* L*8

P.E. OR P.V.C. SHEATH

GROUT TUBE P.E. TUBING

CEMENT GROUT

CORROSION INHIBITOR

DOUBLE PROTECTION

QUADRUPLE PROTECTION

F @ 8 G F L , E B ; 6  A 7  4 E G ,

TYPICAL SECTIONS THRU FREE-STRESS (UNBONDED) LENGTH

STRAND ANCHOR TENDONS

P.E. TUBING CORROSION INHIBITOR

P.E. TUBING

CORROSION INHIBITOR

CTS - ENCAPSULATED STRAND

EPOXY COATED STRAND

OTHER - EXTRUSION COATED STRAND

FLO-FIL - FLO-BOND CTSSTRA1

G-13



O++-C*

H>8& O++-C*

F @ 8 G F L , E B ; 6  A 7  4 E G ,

G-14





"*8& O++-C*

"*8& O++-C*

F @ 8 G F L , E B ; 6  A 7  4 E G ,

G-15




A H*&

A H*& D* B

TRUMPET, AS REQUIRED

A

C

BEARING PLATE, AS REQUIRED

ANCHOR HEAD

F @ 8 G F L , E B ; 6  A 7  4 E G ,

A: A; ! D<@G B: A; ! !<;G C: B< ?G !? D<@G Standard Anchor Heads

'.  G

4 7 9 12 15 19 30 47 60 92

A* <; 5.13 5.50 5.88 7.50 8.00 10.00 11.00 14.25 16.00 18.00

@@ 130.18 139.70 149.23 190.50 203.20 254.00 279.40 361.95 406.40 457.20

(  @ G?) B* <; 2.38 2.38 2.75 2.75 3.50 4.00 5.00 7.00 8.00 8.00

@@ 60.33 60.33 69.85 69.85 88.9 101.6 127 177.8 203.2 203.2

C* <; 3.5 4.1 4.25 4.9 5.75 7.1 8.25 9.90 11.84 14.00

*'G: CI< @ <; G @@ ?H?G H< 4 <<<G <
@@ 85.73 101.60 104.14 119.38 140.65 175.26 209.55 251.46 300.74 355.6




S8*

S8* C& AI
1" WINDOWS (TWO)

RESTRAINER PLATE (ADJUSTABLE)

STRESHE1

A + 1/8”

A: A; ! D<@G ( J<  ? OA; ! D<P . G-17)

F @ 8 G F L , E B ; 6  A 7  4 E G ,

N8*:  G< ;< H<  ; J
G-17




S86*77.2,

D39'0* A(8.2, H3003; R&1 A2(36 S86*77 J&(/

HEIGHT

STROKE

CYLINDER O.D.

E ? 7 F E K + D  : 5 @ A 6 @ 3 D F +

+F-18

CENTER HOLE ID.

%'DE$ &%BE*

*A% A*EA

%A!%% $'AD @

CE&*E

C$!&DE*

E!G

(!&C2)

10,000 +!

'$E !.D.

'.D.

C>>

%AE*!A$

/E!G

+AGE

+*'#E

($B+.)

C+-CB-3

1

3.0O

5.0

25 '&+

0.70"

4.25"

8.00"

A$%

10

C+-25-8

1

8.0"

5.0

25 '&+

0.70"

4.50"

13.00"

A$%

20

C+-50

;F

4.0"

10.3

50 '&+

2.12"

7.50"

9.50"

A$%

40

C+-100

4

6.0"

21.0

100 '&+

2.00"

7.00"

12.50"

+EE$

90

C+-100

4

8.0"

21.0

100 '&+

3.50"

10.00"

16.00"

A$%

120

C+-120

5

6.5"

24.3

120 '&+

3.50"

9.50"

14.00"

A$%

80

C+-150

6

8.0"

30.0

150 '&+

3.50"

10.00"

15.00"

A$%

125

C+-150

6

10.0"

29.5

150 '&+

3.50"

12.00"

19.00"

A$%

225

C+-200

7

7.0"

40.0

200 '&+

3.50"

11.00"

17.00"

+EE$

335

C+-200

7

9.5"

40.0

200 '&+

3.50"

12.00"

19.00"

A$%

200

C+-200

9

9.5"

40.0

200 '&+

4.50"

11.50"

21.00"

+EE$

450

C+-300

12

18.0"

60.0

300 '&+

5.25O

14.00"

27.50"

+EE$

875

C+-300

12

18.0"

60.0

300 '&+

5.25"

14.00"

34.00"

+EE$

1350

C+-500

15

14.0"

110.0

500 '&+

8.00"

20.00"

27.50"

+EE$

1830

C+-800

27

14.0"

160.0

800 '&+

9.50"

26.50"

32.50"

+EE$

3600

C+-2200

92

35.0"

440.0

2200 '&+

16.00"

38.50"

55.00"

+EE$

13000




S8*

G*, + '&* & *<= &8* 8& 2 P&8 G* + '&* 8& 1 3/8” m m 4 . 5 2 R E P H T E E T 6 2

O - RING

DETAIL-A ” 2

4°

7° + - 10'

DETAIL-A

DETAIL-B

DETAIL-B FOR 0.6" 270 KSI STRAND

MAERIAL SPECIFICAIONS: 32 @@ (1 1/4P) BA C$ 12  14 AEA

CROSS-SECTION

CASE HARDNESS: C$E, ' C-CAE 59  65, 12/1000  15/1000 DEE OLERANCE: 'E !EE ECFED 0.4 @@ (1/64P)

3 P&8 G* + *<= &8* 8& MAERIAL SPECIFICAIONS: 35 @@ (1 3/8P) BA C$ 12  14 AEA

1.3" O - RING

CASE HARDNESS: C$E, ' C-CAE 59  65, 12/1000  15/1000 DEE OLERANCE: 'E !EE ECFED 0.4@@ (1/64P) NOE ! E !A BEE' DE'ED A'D EED B FDA E C. F E ! 0.6"N F-F-B'D, E CAED A'D

H C N I

DETAIL-A

" 2

7° + - 10'

R E P H T E E T 2 1

F @ 8 G F L , E B ; 6  A 7  4 E G ,

DETAIL-A

FOR 0.6" 270 KSI EPOXY COATED STRAND

CROSS-SECTION

; <  GG  I L CAA'

G-19




A**

S8& C9*

INSPECTION HOLES

ø " 4 / 3 1

strcoup1

STRAND

3 3/4"

3 3/4"

7 1/2"

! CE DEE !E ' AE E'! F !E 0.6P/270 $ EE' E A'D

F @ 8 G F L , E B ; 6  A 7  4 E G ,

N8*: 1. C? HG   G  H (;@). 2. > G G ;>  @G. 3. C;> H? (<<) G @> H G;G <  ?  <  < ?. 4. H; G <G H?  ;>  @G. 5.  G < G ?L ,  H?, H; < I G (+1/2P, 12.7 @@)  ? H?. 6.  H  <<, H? @L  -G< J.

G-20




A**

O&>*

CORRUGATED H.D.P.E OR P.V.C. SHEATH

ORGAINZER " 2 / 1 2

TYPICAL CTS-ORGANIZER, UP TO 9 STRANDS (LARGER, UP TO 60 STRAND, ALSO AVAILABLE)

CORRUGATED H.D.P.E OR P.V.C. SHEATH

ORGAINZER

O . D 1 5 . O / 8 " F ø O 4 1 R G ( M A M N I Z ) E D S T R A N D

MATERIAL SPEC.:

HARD P.V.C. OR H.D.P.E.

" 8 / 1

) M M 6 4 ( ø " 6 1 / 3 1 1

) M M 9 4 ( ø " 6 1 / 5 1 1 . D . I

) M M 6 5 ( ø " 4 / 1 2 . D . 0

F @ 8 G F L , E B ; 6  A 7  4 E G ,

TYPICAL CTS-ORGANIZER, UP TO 4 STRANDS CTSSPAC1

G-21




A**

C*8&>* DCP AND SCP STRAND OR BAR ANCHORS OR SOIL NAILS

* SCP STRAND LOCATION

ø E L O d D H L L I R D

LENGTH DCP STRAND OR BAR

SCP STRAND

CTS CENTRALIZER SPECIFICATIONS F @ 8 G F L , E B ; 6  A 7  4 E G ,

NOMINAL PIPE SIZE (INCHES) .75 1.00

INSIDE DIAMETER 'd' SER. 200 (INCHES) .87 1.14

SCHED. 40 (INCHES)

OUTSIDE DIAMETER (INCHES)

MIN. WALL THICKNESS SER. 200 (INCHES)

SCHED. 40 (INCHES)

SHAPED DIAMETER 'D' FROM O.D. (INCHES)

TO O.D. (INCHES)

.80

1.05

.080

.113

2.0

4.0

1.03

1.31

.080

.133

2.0

6.0

1.25

1.48

1.36

1.66

.080

.140

3.0

6.0

1.50

1.70

1.59

1.90

.090

.145

3.0

8.0

2.00

2.13

2.05

2.37

.113

.154

4.0

10.0

2.50

2.58

2.45

2.87

.137

.203

4.0

14.0

3.00

3.15

3.04

3.50

.167

.216

5.0

18.0

CENTRAL1

- C CG?
G-22




A**

S8&& S* # C*8&>*

NYLON CABLE TIES OR 2 ROUNDS OF RE-BAR WIRE ON 2 LAYERS OF DUCT TAPE

ø " 2 / 1 2

3" TO 6" DRILL HOLE ø

DETAIL A

Banana1

. " N 8 I / 1 M

" 8 . / N 7 I M

R = 3" (NORMAL) (VARIES IF SPACER IS PUSHED TOGETHER OR PULLED APART)

I8&&8 I898 1.

L HG C - CG?
2.

CHG HG G  G G G?
3.

 -@? G?
4.

<;G    H
5.

G 3  4 G G; . CG?
6.

NOE:  G ?G 4, G  @K<@H@  6 G?
7.

<   <<G<  @<<@H@ 5Q  G

F @ 8 G F L , E B ; 6  A 7  4 E G ,

G-23




H*&= D98= (HD) D9'* # C*8&>*

F @ 8 G F L , E B ; 6  A 7  4 E G ,

P*&* 8*: G??G< <GHG<   25

G-24




P8 G98 S=8*

POS - GRO!ING S%SEMS

PREAMBLE G-HG< <@I G;  GJ G; ; HG  G; < <G<. ; C G-HG< LG@ <  <? ?< LG@ J H G @H;  < G; 
I8&&8 S*9** 1. AG G; HG ?< < @? (?H GG;) G; ?< ;H?  G G G; ; J
F @ 8 G F L , E B ; 6  A 7  4 E G ,

3. @@<G?L G <G G HG< ?H; HG G HG ?< J
G-25




P8 G98 S=8*

4. AG < H G 1000  H. 5. ; H  (I?I  H)   <<<G H <, J H G;G HG < @
G-26




N P O A D C E D U N L E G

E L O H T U O R G

B

G N I T T I F E S O H T U O R G E I R S U P S 0 S 0 E 0 R 1 P

E V L A V R E B B U R

) L L S E D ) W N . E D . S A L O L " E E 4 L B 8 ( . B A . 0 L ( C . E I A V . P V P I A 0 P S 4 T C . U E D O E R P S H G C - R S T E " S H 2 T / O 1 P O E N I L H S U L F R E T A W

A

E B E U T N I . L D . H I S " 4 U / L 1 . F , . R D E O T " A 8 / W 3

R O H C N A F O P D A N C E D N M O E R F O . F " D C 0 . ' - N O 4 E " E 0 - V M ' 4 L O R T A A V F " : 0 M ' S S O 2 E E T V T L T D O N O A N V B A

S E V L A V 2 F O M U M I N I M 5 C V P

" 0 ' 2

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

E P . I P D . . I " C . 2 / V . 1 P

" 0 ' 4

N O I T C E S E P I P ' 0 2

A N O I T C E S

" 0 ' 4

F @ 8 G F L , E B ; 6  A 7  4 E G ,

" 0 ' 4

D N E L L E B

G-27


Western D ivision: ( 604) 946-5571 Eastern D ivi sion: (61 3) 342-0041


P378 G6398.2, S=78*1

F; D&&

T R U E O X I R G M

E N I L N O I T A L U C R I C

F @ 8 G F L , E B ; 6  A 7  4 E G ,

I S ) P R A 0 B 0 0 3 T 1 7 P - U O 0 M 5 0 R U 3 5 ( G P

R E P P O H

E G U A G

G N I L P U O C

G N I T U O R S G E T V S L O A P V E N I L H G S N U I L L F P T U R O E C S T N I A R O H C N A

2 T S O P S T C

G-28


Western D ivision: (604) 946-5571 Eastern D ivision: ( 61 3) 342-0041


G*38*<8.0* G6398.2, S3(/

G*8*<8* G98 S/ ANCHOR

GROUT TUBE CLAMP

GROUTING SOCK

'E: 1.  HG GH G ;, GG< 1Q-0P @ GG@  ;. 2. ? GKG I ;  HG GH. 3. F L J<  ; ?@. 4.  > (G G G<;G) G ;. 5. G ; <G 
CLAMP

6. H@ HG G;H; HG GH << > J. EG L G;< H HG<, G; HG @
F @ 8 G F L , E B ; 6  A 7  4 E G ,

GEO-SOCK

G-29

Anchor to Rock

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