Sunland Bridge West Stoplog Shop Dwg_Flood Control Intl.pdf

X Y

40'-3 3/8"

50'-10 5/8"

10'-0 3/4" 10'-0 3/4" 10'-7 1/4"

2'-2 3/16" W

10'-1 3/8"

10'-0 1/2"10'-1 3/8"

FO

FO

FO

20'-1 7/8"

30'-2 5/8"

10'-0 1/2"10'-1 3/8" 9'-9 1/16"

Slope due to road crown

1.03% 1.86%

FLOOD

RevDrg No

Title

Project

Status

Page No

FLOOD CONTROL INTERNATIONAL INC operate a policy of continuous improvement & reserve the right to amend specifications without notice. All dimensions subject to manufacturers tolerances.

© Copyright of FLOOD CONTROL INTERNATIONAL INC. All rights reserved. No part of this drawing to be reproduced without their prior permission.

First Angle Projection enquiries@floodcontrolint.com

Status

FC22272-FCI-SET-2002 P07

S4 FB02 Setting Out - West

Sunland Park Levee Repair

For Information

Drn App'dDescriptionRev Date

P01 First Issue AL JD 10 Feb 23

P02

P03

P04

P05

P06

P07

Drawing file / project name amends

Amended as per comments 10MAR23

To match drawing revision P05

Updated to reflect barrier drawing

Minor ground profile amend

Spans adjusted as installed

AL

JD

JD

KM

KM

BJP

JD

AY

AY

HV

HV

HV

16 Feb 23

27 Mar 23

26 Jul 23

15 Dec 23

19 Dec 23

03 Mar 25

CS105 27250-000-00

CS106 27251-000-00

Reference Drawings

Contract Number 191BWC22C0011

Detail W

1/

8" 1'

-5

5/

2' -2

/1

6"

3 9/16"

1/

2"

1/

8"

5 5/16"

4"

Detail X

/4

5/

8" 4 5/16"

8 11/16"

Detail Y

Installation Notes:

1. Installation of embeds to be set out per these drawings.

2. Pre Placement inspection to verify location of embeds, and care is to be taken during placement to not disrupt embed placement.

3. Ensure embeds have blanking bolts installed and sealed to prevent concrete from entering couplings.

4. Clean embeds after concrete placement.

5. Trial fit instructions:

a. Measure embed centerlines after concrete placement to verify design dimensions.

b. Install posts by hand. No equipment will be used to install stop log arrangement. There is no possibility of damage to concrete.

c. If embed placement is correct, all stoplogs will be same length. One set of stoplogs to be shipped with field trim to account for embed placement variation.

d. If there is a need to trim or if varying lengths of boards is needed, drawings shall be as built and piece marks are to be developed and marked in the field and recorded in as built drawings, installation and operation manuals.

e. Once posts are set, boards are to be set by hand to avoid damage to materials and concreted. Installation manual to be followed.

f. Disassemble and store in stop log storage shed.

FLOOD

RevDrg No

Title

Project

Status

Page No

FLOOD CONTROL INTERNATIONAL INC operate a policy of continuous improvement & reserve the right to amend specifications without notice. All dimensions subject to manufacturers tolerances.

© Copyright of FLOOD CONTROL INTERNATIONAL INC. All rights reserved. No part of this drawing to be reproduced without their prior permission.

First Angle Projection enquiries@floodcontrolint.com

Status

FC22272-FCI-SET-2002 P07

S4 FB02 Setting Out - West

Sunland Park Levee Repair

For Information

FO

FO

FO

FO

FO

A

A

B

B

Water Direction

Fully removable Aluminum recess mount end supports fixed to cast in wall anchor plate with M12x40 hex head bolts and to cast in floor anchor plate with M16x50 hex head bolt

X

Extra thick EPDM base gasket

Aluminum dam boards, weight~53lb

Fully removable Aluminum intermediate post, weight ~30lbs

Intermediate post fixed to cast in anchor plate with M16x50 hex head bolt.

Extended compression clamp

2' -2

" 11 13/16"

Span 10'-1 3/8"

Board Length 9'-10 11/16"

Span 10'-0 1/2"

Board Length 9'-10 11/16"

3' -0

Span 10'-0 3/4"

Board Length 9'-10 11/16"

Span 10'-0 3/4"

Board Length 9'-10 11/16"

Span 10'-7 1/4"

Board Length 10'-6"

Structural Opening 50'-10 5/8"

Compression clamp (lockable available, 1 per span) Clear 1' - 1 3/4" appear above system to ensure board installation

Y

Fully removable Aluminum end support, weight ~14lbs

Slope due to road crown

1.03% 1.86%

Dam board spans crown of road, therefore gaps under the base seal may occur near posts

Aluminum dam boards, weight~56lb

Isometric view of clamp

FLOOD

RevDrg No

Title

Project

Status

Page No

FLOOD CONTROL INTERNATIONAL INC operate a policy of continuous improvement & reserve the right to amend specifications without notice. All dimensions subject to manufacturers tolerances.

© Copyright of FLOOD CONTROL INTERNATIONAL INC. All rights reserved. No part of this drawing to be reproduced without their prior permission.

First Angle Projection enquiries@floodcontrolint.com

Status

FC22272-FCI-SBS-0102 P11

S4 FB02 Slot-in Barrier System - West

Sunland Park Levee Repair

For Approval

Drn App'dDescriptionRev Date

P01 First Issue AL JD 21 Nov 22

P02

P03

P04

P05

P06

P07

P08

P09

P10

P11

Min foundation depth changed

Amended as per comments 10MAR23 Amended as client comments

Oversized beams and stickers removed

End Chanel Amended

Ground profile and width amended as VIF

Minor ground profile amend

Weights amended

Ground Fixings Updated

Spans/board lengths adjusted as installed

AL

AL

AL

AL

KM

KM

KM

KM

TD

BJP

JD

JD

JD

TC

HV

HV

HV

HV

HV

HV

16 Jan 23

27 Mar 23

28 Apr 23 25 Jul 23

25 Oct 23

15 Dec 23

19 Dec 23

18 Jan 24

07 Mar 24

03 Mar 25

CS105 27250-000-00

CS106 27251-000-00

Reference Drawings

Fixing Schedule Item Fixing Qty.

1 M16x50 hex bolt A4 18 2 M16 washer A4 18 3 M16 flat head blanking bolt A4 18 4 M12x40 hex bolt A4 4 5 M12 washer A4 4 6 M12 dome head blanking bolt A4 4

Tools required 24mm wrench for clamp & M16 bolts

17mm wrench for M12 bolts 8mm Allen key for clamp

Flat head screwdriver for blanking bolts

Contract Number 191BWC22C0011

1" 1/8" ~1 1/8"

Section B - BSection A - A

3' -0

/1

6"

2' -2

"2' -7

/2

LHS Elevation System not in place

Section B - B Post not in place m in

'-5

/8

" 8 7/

8"

1' -1

/4

" c le ar

Section A - A System not in place

M12 blanking bolt

Z

Detail Z

When removable posts are withdrawn, blanking bolts are used in the anchors to protect them from dirt.

1/4"

4"

7/

8"

1/

8"

3/

10 7/16" extended compression clamp

Cast in anchor base plate

Cast in anchor wall plate

M16 blanking bolt

2' -2

/1

6"

Aluminum dam boards symmetrical, no specific alignment wet/dry

1" 1/8" ~1 1/8"

Detail Z

When removable posts are withdrawn, blanking bolts are used in the anchors to protect them from dirt.

1/4" FLOOD

RevDrg No

Title

Project

Status

Page No

FLOOD CONTROL INTERNATIONAL INC operate a policy of continuous improvement & reserve the right to amend specifications without notice. All dimensions subject to manufacturers tolerances.

© Copyright of FLOOD CONTROL INTERNATIONAL INC. All rights reserved. No part of this drawing to be reproduced without their prior permission.

First Angle Projection enquiries@floodcontrolint.com

Status

FC22272-FCI-SBS-0102 P11

S4 FB02 Slot-in Barrier System - West

Sunland Park Levee Repair

For Approval

Reference DrawingsReference Drawings

CS105 27250-000-00

CS106 27251-000-00

M16 bolt into cast in anchor plate

Cast in wall anchor plate with M12 fixing

EPDM seal

3 9/16"

1/

/1 6"

2 3/8"

1 3/16"

3/

8"

5 1/8"

4"

1/

4"

1/

2"

3/

4"

Detail X

8 1/4"

5 7/8"

1/

4"

Detail Y

1/

2"

Detail X System not in place

3 9/16"

~3/16"

M16 flat head blanking bolt

M12 dome head blanking bolt

M12 dome head blanking bolt

1/

2"

5 11/16" 3/8"

1 3/8"

Detail Y Post not in place

M16 flat head blanking bolt

8 11/16"

/4

FLOOD

RevDrg No

Title

Project

Status

Page No

FLOOD CONTROL INTERNATIONAL INC operate a policy of continuous improvement & reserve the right to amend specifications without notice. All dimensions subject to manufacturers tolerances.

© Copyright of FLOOD CONTROL INTERNATIONAL INC. All rights reserved. No part of this drawing to be reproduced without their prior permission.

First Angle Projection enquiries@floodcontrolint.com

Status

FC22272-FCI-SBS-0102 P11

S4 FB02 Slot-in Barrier System - West

Sunland Park Levee Repair

For Approval

Reference Drawings

CS105 27250-000-00

CS106 27251-000-00

Installation Notes:

1. Installation of embeds to be set out per these drawings.

2. Pre Placement inspection to verify location of embeds, and care is to be taken during placement to not disrupt embed placement.

3. Ensure embeds have blanking bolts installed and sealed to prevent concrete from entering couplings.

4. Clean embeds after concrete placement.

5. Trial fit instructions:

a. Measure embed centerlines after concrete placement to verify design dimensions.

b. Install posts by hand. No equipment will be used to install stop log arrangement. There is no possibility of damage to concrete.

c. Once posts are set, boards are to be set by hand to avoid damage to materials and concreted. Installation manual to be followed.

d. Disassemble and store in stop log storage shed.

General Notes:

1. Walls & floor prepared with Sika Primer (if necessary) and sealed with grey Sealant at end support locations.

2. Structural foundations and/or walls required are to be built and checked by others. Dimensions shown are minimum for fixings criteria which does not include any structural check such as sliding, overturning and bearing checks which must be carried out by a third party/others.

3. It is the client's responsibility to check wall strength and stability to withstand flood loading. Loads available on request.

4. Finished floor and walls to have a smooth, flat, level, impervious surface. ±3/16" tolerance across barrier length off of plumb.

5. Base gasket to allow no gaps due to the road crown.

FLOOD

RevDrg No

Title

Project

Status

Page No

FLOOD CONTROL INTERNATIONAL INC operate a policy of continuous improvement & reserve the right to amend specifications without notice. All dimensions subject to manufacturers tolerances.

© Copyright of FLOOD CONTROL INTERNATIONAL INC. All rights reserved. No part of this drawing to be reproduced without their prior permission.

First Angle Projection enquiries@floodcontrolint.com

Status

FC22272-FCI-SBS-0102 P11

S4 FB02 Slot-in Barrier System - West

Sunland Park Levee Repair

For Approval

Reference Drawings

CS102 27247-000-00

CS103 27248-000-00