00_00_02_Dwgs-B_286-320_22x34_04-10-2025_4.pdf

PDF 34 MB Posted Aug 27, 2025

Attached to: NGWSP INTAKE & RIVER PUMPING PLANT
Solicitation number: 140R4025R0023
Issued by: Department of the Interior Bureau of Reclamation

About this file

Written by GovTribe AI · Aug 27, 2025

This document is a standard technical drawing from the U.S. Department of the Interior's Bureau of Reclamation, specifically Sheet 5 DC 43 BA 543, detailing standard designs for concrete structures, metalwork, and fencing. The drawing provides comprehensive technical specifications and installation guidelines for various structural elements, including concrete construction joints, reinforcement requirements, pullbox outlines, guard posts, chain link fencing, and electrical equipment supports.

The drawing includes detailed technical diagrams and notes covering critical engineering aspects such as concrete placement techniques, reinforcement bar spacing, development lengths, lap splice requirements, and installation standards for different structural components. It provides standardized design guidance for concrete structures, with specific attention to joint configurations, reinforcement placement, cover requirements, and installation methods across various environmental conditions and structural applications. The document is part of the Bureau of Reclamation's standard drawing series and appears to be a reference document for engineers and contractors working on federal infrastructure projects.

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Place concrete level, slightly above bottom of strip.

1-Inch strip to produce a straight joint where wall surfaces are exposed to view.

4" (Approx.)

Horizontal construction joint

Tie rods

Horizontal construction joint

Tie rods

First placement concrete

Tie rod not over 6" above joint

Lap over hardened concrete not more than 1-inch, see Note 1

FORMS IN PLACE - FIRST PLACEMENT

NOT TO SCALE

Wall

First placement concrete

FORMS IN PLACE - SECOND PLACEMENT

NOT TO SCALE

Second placement concrete not shown.

SHEET

B U

U O

F R

O N

U .S

A R

O F

N D

A R D

D R A W

N D

A R D

A N

D T

A L

C O

N C R

E S

U C

BUILDINGS AND OTHER

STRUCTURES

METHOD OF BUILDING

FORMS FOR SUCCESSIVE

LIFTS,DETAIL

DENVER, CO

40-D-5246

1985-05-27

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

C.J. MELSON

Dethlefsen, Scott R

Chambers, Christopher G

CHIEF, STRUCT. AND ARCH. BRANCH

1. A 1-inch overlap produces a far tighter contact than a much larger overlap, and results in prevention of form spread with consequent offset at the joint.

2. For General Notes for Concrete Outline and Reinforcement, see 40-D-60003.

NOTES

N O

N O 1

-0 5-

K .S

R A W

N A

N D

V -G

R O

O V E.

-0

R A W

N I

N A

C A D

N O 3

-0 4-

Ba rt he l, Ro dn ey J

P .E

D D

R A W

T S

B O

R D

N D

E B

C K T

O C

U R R

T D

R A W

O R D

S S

O V

S U

B M

D S

N A

R E.

R R

I.G. TAYLOR

G.A. ERICKSON

R el ea se d

EXPANSION JOINT (EJ)

NOT TO SCALE

EXPANSION JOINT (EJ) WITH DOWEL

NOT TO SCALE

Joint sealing compound

W id th W id th

Dowel bar, 1"Ø x 24" @ 12"

W id th

Reinforcement (Typ.)

CONSTRUCTION JOINT (CJ)

NOT TO SCALE

Construction joint, see Note 6 (horizontal or vertical)

Reinforcement continuous through the joint

Reinforcement ends at joint

Joint sealing compound

Reinforcement ends at joint Expansion joint with compressible joint filler material (horizontal or vertical)

CONTRACTION JOINT (Cr.J)

NOT TO SCALE

W id th

Reinforcement ends at joint

W id th

CONTROL JOINT (Ct.J)

NOT TO SCALE

Locally depress reinforcement to provide 1" clr. cover below bottom of slot.

Control joint, 1/8" to 1/4" saw cut, see Note 3

Reinforcement (Typ.)

Reinforcement (Typ.) Reinforcement (Typ.)

Joint sealing compound

CONTRACTION JOINT (Cr.J) WITH DOWEL

NOT TO SCALE

W id th

Reinforcement ends at joint

Contraction joint.

Coat first placement with sealing compound to break bond.

(Horizontal or vertical)

Reinforcement (Typ.)

12"

Dowel cap (end filled with compressible material)

2" Cl. (Typ.)

12"

Dowel cap (end filled with compressible material)

2" Cl. (Typ.)

Dowel bar, 1"Ø x 24" @ 12"

See Note 5 (Horizontal or vertical)

For partial Cr.J, see Note 7

Expansion joint with compressible joint filler material (horizontal or vertical)

For partial Cr.J, see Note 7

Reinforcement continuous through the joint

SHEET

B U

U O

F R

O N

U .S

A R

O F

N D

A R D

D R A W

N D

A R D

A N

D T

A L

C O

N C R

E S

U C

BUILDINGS AND OTHER

STRUCTURES

JOINTS IN CONCRETE

STRUCTURES

DENVER, CO

40-D-5247

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

H.H.B.

C.A.R.

N.A.A. - H.B.

ACT. CHIEF ENGINEER

NOTES

N O 2

-0 8-

R A W

N I

N A

C A D

N O 1

-0 2-

H .O

C O

R K

A N

D R

C E

1. Construction joint keys and waterstops required if shown on construction drawings.

2. For General Notes for Concrete Outline and Reinforcement, see 40-D-60003.

3. Minimum depth of saw cuts shall be 1/4 of the depth of concrete unless noted otherwise on construction drawing. Saw cut joints shall be completed within 24 hours following concrete placement.

4. For joint type definitions, see construction documents (i.e., see Specifications Section 03 30 00 - "Cast-in-Place Concrete").

5. Coat surface of concrete first placed, with curing compound that prevents bond, before placing concrete on other side of joint.

6. Clean, roughen, and surface dry surfaces of CJ to be covered with fresh concrete. Do not use a mortar layer on CJ.

7. If noted on construction drawings, at partial contraction joints, discontinue every other reinforcement bar perpendicular to the joint (i.e., 1/2 of perpendicular reinforcement shall cross the joint).

FORMERLY 103-D-219

N O 3

-0 4-

Ba rt he l, Ro dn ey J

P .E

D D

R A W

T S

B O

R D

N D

E B

C K T

O C

U R R

T D

R A W

O R D

S S

A D

J O

O V

S U

B M

D S

R E.

K.B. KEENER

W.E. BLOMGREN

1952-12-04

R el ea

DETAIL - WITHOUT KEY AND WATERSTOP

A NOT TO SCALE

Top of structure slab or beam

STUB WALL OPTIONAL

(Except as noted otherwise on construction dwgs.)

SECTIONAL ELEVATION OF EXTERIOR WALLS SHOWN SIMILAR FOR INTERIOR WALLS

Joint flush with structural concrete of floor

SECTIONAL ELEVATION OF EXTERIOR WALLS SHOWN

Note: Key off center to allow for waterstop

If contractor desires, the joint may be raised to form a stub wall for use in placement of upper wall.

Top of structure slab or beam

DETAIL - WITHOUT KEY AND WATERSTOP

B NOT TO SCALE

Top of structure slab or beam

Exterior face

S ee

N ot e

S ee

N ot e

Top of structure slab or beam

DETAIL - WITH KEY

C NOT TO SCALE

DETAIL - WITH WATERSTOP

D NOT TO SCALE

DETAIL - WITH KEY AND WATERSTOP

E NOT TO SCALE

STUB WALL REQUIRED

Reinforcement not shown

This horizontal construction joint is required but its location is optional, see Note 6.

S ee

N ot e

CJ, see Construction drawings

Exterior face

S ee

N ot e

CJ, see Construction drawings

Reinforcement not shown

This horizontal construction joint is required but its location is optional, see Note 6.

S ee

N ot e

Exterior face

Suggested method of supporting waterstop during construction by fastening a wood spacer or equal tied to reinforcement bars, see Notes 2, 3, 4, and 5.

Suggested method of supporting waterstop during construction by fastening a wood spacer or equal tied to reinforcement bars, see Notes 2, 3, 4, and 5. AL

SHEET

B U

U O

F R

O N

U .S

A R

O F

N D

A R D

D R A W

N D

A R D

A N

D T

A L

C O

N C R

E S

U C

BUILDINGS AND OTHER

STRUCTURES

STUB WALL

CONSTRUCTION JOINTS

DENVER, CO

40-D-5248

1952-12-03

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

H.H.B.

V.M.M.

N.A.A. - H.B.

N O 2

-0 8-

R A W

N I

N A

C A D

N O 1

-0 2-

H .O

C H

A N

L" T

W A

R S

N O 3

-0 4-

Ba rt he l, Ro dn ey J

P .E

D D

R A W

T S

B O

R D

N D

E B

C K T

O C

U R R

T D

R A W

O R D

S S

O V

S U

B M

D S

N A

R R

1. Height of stub wall shall be sufficient for bottom of key or waterstop to clear slab or beam top reinforcement by 1-inch min.

See construction drawings for required waterstops and construction joint keys.

2. Contractor shall not deflect the slab or beam reinforcement, so they pass below the waterstops or keys or lower reinforcement to clear the waterstop or key unless approved by the COR.

3. The wood spacer is temporary during the first concrete placement and must be removed before subsequent placements, so as not to embed it in a concrete lift.

4. Unless an industry standard, other approved means of supporting the waterstops shall be approved by the COR.

5. Contractor shall coordinate details with COR if mechanical waterstop conflicts with reinforcement bars.

6. If keys are not used, the surface of the first placement shall be cleaned and roughened as required per construction documents.

7. For General Notes for Concrete Outline and Reinforcement, see 40-D-60003.

8. Reinforcement shown for visual purposes, see construction drawings for reinforcement sizing and spacing.

9. For method of building forms for successive lifts, see 40-D-5246.

K.B. KEENER

W.E. BLOMGREN

R el ea

DIMENSION OF KEYS

12" to 17"

1.5" 18" to 22" 2.0" 23" to 27" 2.5" 28" to 32" 3.0" 33" to 37" 3.5" 38" to 42" 4.0" 43" to 47" 4.5" 48" to 52" 5.0" 53" to 57" 5.5" 58" to 62" 6.0" 63" to 67" 6.5" 68" to 72" 7.0" 73" to 77" 7.5"

Reinforcement not shown

N a=4A

N/2

MEMBERS WITH WATERSTOPS

NOT TO SCALE

MEMBERS WITHOUT WATERSTOPS

NOT TO SCALE

A a=4A

N/2

Waterstop

Reinforcement not shown

SHEET

B U

U O

F R

O N

U .S

A R

O F

N D

A R D

D R A W

N D

A R D

A N

D T

A L

C O

N C R

E S

U C

CONSTRUCTION JOINT

KEYS

DENVER, CO

40-D-5249

1952-12-03

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

T.R.

L.E.N.

N.A. - H.B.

1. This standard may be used for walls or slabs where shown on the drawings.

2. Dimension "b" varies with bar cover, bar sizes, and method of support during installation.

3. One or more keys may be used for members 6'-0" thick or over.

4. For multiple keys, use key with dimension "A" = 4 inches.

5. For General Notes for Concrete Outline and Reinforcement, see 40-D-60003.

N O

N O 1

-1 0-

R A C

A N

D R

R A W

-0

H .O

O V

N O

N W

R S

P M

-0

R A W

N I

N A

C A D

N O 4

-0 4-

Ba rt he l, Ro dn ey J

P .E

D D

R A W

T S

B O

R D

N D

E B

C K T

O C

U R R

T D

R A W

O R D

S S

O V

S U

B M

D S

N A

R R

K.B. KEENER

W.E. BLOMGREN

R el ea

2" clr.

Fo un da tio n an ch or s (B

C as e

C om bi na tio n an ch or s

C as e

Dowels may be omitted as shown

Foundation reinforcement not shown

Dowels may be used as shown

Existing slab

Equipment base

2" clr.

3" Min.

Cover

3" M in

C ov er

(W)

S ee

N ot e

See Note 8 Reinforcement (Case II as shown)

#4@10" Max.

2 1/2" Min. Edge distance

1/ 2"

M in

G ro ut

6" M ax

Equipment anchor bolts (A)

Hook if required, see Note 1

2 1/2" Min. Edge distance

1/ 2"

M in

G ro ut

#4@10" Max.

Combination foundation anchors/equipment anchor bolts (C)

Equipment base

See Note 9Foundation anchors (B)

Existing slab

#4@10" Max.

1/ 2"

M in

G ro ut

Underlying concrete

See Note 9

2 1/2" Min. Edge distance

Equipment base

#4@10" Max.

2" c lr

PLAN

3" = 1'-0"

SECTION (CASE I)

A 3" = 1'-0"

SECTION (CASE II)

A 3" = 1'-0"

SECTION (CASE III)

A 3" = 1'-0"

Hook if required, see Note 1

Hex nut

Std. washer

Diameter Ø

Th re ad

Le ng th

EQUIPMENT ANCHOR BOLT (A)

3" = 1'-0"

See Note 7

1. For general notes, see 40-D-60003 and 40-D-60004.

2. Foundation sizes (L, W, H) may be shown elsewhere or establish actual dimensions to accommodate equipment furnished.

3. Locate equipment anchor bolts (A) and combination foundation anchors/equipment anchor bolts (C) from equipment and set them by template.

4. If equipment anchor bolts (A) are too long for foundation height

(H) or if (H) is less than 8 inches, use combination foundation anchors/equipment anchor bolts (C); see Case III.

5. Roughen existing concrete under all foundations.

6. For foundations of larger equipment see construction drawings.

7. Case I foundations can be used if the reinforcement is designed and positioned before the underlying concrete is placed.

The final loads, location, and dimensions (L), (W), and (H) must be known for design. Design the reinforcement size, spacing, and embedment lengths in accordance with the ACI Standards as noted on 40-D-60003.

8. Size and space the foundation anchors for Case II and Case III foundations so that all loads are transferred from the foundation to the floor.

9. Drill holes for expansion-type anchors and epoxy-type anchors to the diameter and depth recommended by the manufacturer.

NOTES

NO 2

-0

A N

D U

D T

O A

C A D

D R A W

-0

A N

D R

R A W

N T

O S

H O

W S

-O

F-

E- A R T

A N

C H

O R A G

E A N

D G

A L

N G

SHEET

B U

U O

F R

O N

U .S

A R

O F

N D

A R D

D R A W

N D

A R D

A N

D T

A L

C O

N C R

E S

U C

SMALL EQUIPMENT

FOUNDATIONS

OUTLINE AND

REINFORCEMENT PLAN

AND SECTIONS

DENVER, CO

40-D-5599

1983-04-27

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

JAMES R. VERNON

KATHRYN S. KUGE

CHIEF, STRUCT. AND ARCH. BRANCH

NO 4

-0

Ba rt he l, Ro dn ey J

P .E

R R

-1

Ba rt he l, Ro dn ey J

P .E

D D

R A W

T S

B O

R D

N D

E B

C K T

O C

U R R

T D

R A W

O R D

S S

O V

S U

B M

D S

N A

R E.

W - Denotes width L - Denotes length H - Denotes height

ABBREVIATIONS

JERRY R. DEXTER

W.R. ANDERSON

R el ea se d

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

2019-04-29 D

REMOVED HEX LEVELING NUT AND ADDED LEVELING SCREW

Re le as ed

Eq ua l s pa ce s

7/ 8"

1/ 4"

M in.

1/ 4"

M in.

R1/8" Fillet

Eq ua l s pa ce s

3/ 4"

Eq ua l s pa ce s

S pa ce s

/1 6"

1/4" Min. I.D.

sp ac es

/1 6"

1/ 8"

8" M ax

1/2" Min.

7/ 8"

M in.

1/4" Min.

1/ 8"

3/16" Min.

1/ 4"

M in.

1/ 4"

M in.

2" M ax

3/8" Min.

1/ 8"

3/16" Min.

1/4" Min.

1/ 8"

3/16" Min.

1/ 8"

3/ 4"

Max . O

1/8" Min.

" M in.

(T yp

3/8" Min.

R1/8" Fillet

7/ 8"

M in.

R1/8" Fillet

12-INCH TYPE

NOT TO SCALE

9-INCH TYPE

NOT TO SCALE

6-INCH TYPE

NOT TO SCALE

I.D

O.D

I.D

O.D

PVC MOVEMENT JOINTS - RIBBED CENTER BULB TYPE WATERSTOPS

1. Tips of fins may be rounded provided they meet the minimum dimensions shown.

2. Movement Joints Type - to accommodate for significant movement due to drying, shrinkage, temperature changes, settlement, creep, or live load deflection.

3. Ribbed Center Bulb Type - sealing type waterstop, to accommodate lateral, transverse, and shear movement.

NOTES

NO 5

-0

Ba rt he l, Ro dn ey J

P .E

D D

R A W

T S

B O

R D

N D

E B

C K T

O C

U R R

T D

R A W

O R D

S S

O V

S U

B M

D S

N A

R R

NO 4

-1

R A W

N I

N A

C A D

-9

R A W

N T

O I

N C

D E

-9

M .A

A S B

T B Y

3, L

-9

-9 -8

W .C

S O

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

W. C. STEVENSON

M. WORTHY / W. ALBECHT / N. L. B.

W. C. STEVENSON

ACT. CHIEF, DIVISION OF DESIGN

SHEET

B U

U O

F R

O N

U .S

A R

O F

N D

A R D

D R A W

N D

A R D

A N

D T

A L

C W

R S

12-INCH TYPE, 9-INCH

TYPE, AND 6-INCH TYPE

CROSS-SECTIONS

DENVER, CO

40-D-6463

1979-06-12

I.D. denotes inside diameter O.D. denotes outside diameter

ABBREVIATIONS

M.J. BERNSTEIN

H.W. ANDERSON

R el ea ua l r un g sp ac in g

0" M ax

M in

8' -0

M ax be tw ee n su pp or ts

2" T yp

4" T yp

Bottom landing

1 1/4" Std. pipe

1' -0

M ax

0" M ax

6" M in

8' -0

M ax be tw ee n su pp or ts

Top landing

10"

1'-8"

CL. Ladder and ladder extension

10"

Safety step (rung)

Angle or bent

pl. 3/8 x 4 (Typ.)

Ladder extension, see Note 7

LADDER - TYPE 2

(For distances not exceeding 24'-0" between landings)

A A

B B

C C

2 1/2"

CL. 13/16"Ø Hole in bent pl. or angle for 5/8"Ø expansion anchor

2 1/2"

1'-8"

Edge of cover opening

1 1/4" Std. pipe

10" 10"

Edge of cover opening

1'-8"

1 1/4" Std. pipe

10" 10"

CL. Std. pipe and face of plate, or back of angle

Safety step (rung)Safety step (rung)

1'-8"

Edge of cover opening

Face of wall (below)

Face of wall

10" 10" Safety step (rung)

2 1/2"

1'-8"

"B " Face of wall

10" 10"

CL. Ladder

Safety step (rung)

CL. Std. pipe and face of plate, or back of angle

CL. Ladder and ladder extension

Angle or bent

pl. 3/8 x 4

SECTION

A Rectangular opening at top landing

(Min. 3'-0" diameter opening)

Angle or bent

pl. 3/8 x 4

SECTION

A Round opening at top landing

SECTION

Angle or bent

pl. 3/8 x 4

1 1/4" Std. pipe

CL. 13/16"Ø Hole in bent pl. or angle for 5/8"Ø expansion anchorCL. Std. pipe and face of plate, or back of angle

Angle or bent

pl. 3/8 x 4

1 1/4" Std. pipe

SECTION

CL. Ladder and ladder extension

Std. pipe cap

Rung not shown

1 1/4" Std. pipe

DETAIL

NOTES

1. All material is steel unless otherwise noted.

2. Details, welds, and other connections shown are typical for all similar conditions.

3. Dimensions shown are typical for similar details.

4. Galvanize all ferrous metalwork after fabrication. Provide vent holes as required.

5. Contractor determines length of ladders and rung spacings based on elevation difference. See structure drawings.

6. Grind all welds smooth.

7. Contractor shall verify if ladder extension is suitable to use for distances of less than 6 feet between landings. For these conditions, a grab bar shall be installed in lieu of a ladder extension. For grab bar details, see 40-D-6608 or 40-D-6609.

NO 2

-0

Pu tn am , S ar a

K P.

A M

O N

S A

-A T

O B

-B A

N D

B -B

T O

C -C

D D

O N

S A

-A

N I

N D

R S O

N L

A D

I N

O N

A N

D A

D D

A D

N N

L A D

E X

N S

N A

N D

A D

N O

C K

-1

H ue rt a, O la ff G

P .E

D D

R A W

T S

B O

R D

N D

E B

C K T

O C

U R R

T D

R A W

O R D

S S

U M

S A

N D

S U

B M

D S

L A D

D S

B O

N S

"A" Equals 7 inches unless noted otherwise on structure drawing.

"B" Equal to "A" + "C".

"C" Varies depending upon opening offset from face of wall.

LADDER DIMENSIONS

-0 1-

H ue rt a, O la ff G

P .E

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-D -6

R D

-1 .D

W G

S T

S A V

D A

-0 4-

S T

S A V

B Y

N D

A R D

D R A W

N D

A R D

A N

D T

A L

S M

O R K

LADDERS

LADDER - TYPE 2

ELEVATION, SECTIONS,

AND DETAIL

DENVER, CO

40-D-6601

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

A.M. TUCKER

T.E. SADUSKY/DCD

CHIEF, CIVIL ENGINEERING DIVISION

T.C. GRABER

JOHN D. SMART

NO 3

-0

Pu tn am , S ar a

K P.

C O

R R

D R A W

N U

M B

N O

R el ea se d

AutoCAD SHX Text

AutoCAD SHX Text G

AutoCAD SHX Text

ALWAYS THINK

"A" + 6"

SECTION C-C

Safety gate not shown, see Note 7

" Std. pipe

90° L.R. standard butt welding elbow

LADDER - TYPE 3A

E q u a l r u n g s p a c i n g

M a x

M i n

M a x b e t w e e n s u p p o r t s

T y p

2'-4"

Top rung flush with landing

Top landing

" Std. pipe

M a x

Safety gate, see Specifications

1'-8"

45° L.R. standard butt welding elbow

1'-2" 1'-2"

10" 10"

CL. Ladder

M a x

T y p

3'-0"

1'-8"

1'-6" 1'-6"

10" 10"

CL. Ladder, safety rail, and extension

(For distances not exceeding 24'-0" between landings)

Safety rail, see Specifications

Safety gate, see Specifications

Top rung flush with landing

45° L.R. standard butt welding elbow

Top landing

Permanent dismount extension as recommended by safety rail manufacturer

" Std. pipe

LADDER - TYPE 3B

(For distances exceeding 24'-0" between landings)

M i n

E q u a l r u n g s p a c i n g

M a x

M i n

M a x

M i n

M a x b e t w e e n s u p p o r t s

A b o v e

Bottom landing Bottom landing

Safety step (rung)

Angle or bent pl.

x4 (Typ.)

Angle or bent pl.

x4 (Typ.)

A A

CL.

"Ø Hole in bent pl. or angle for

"Ø expansion anchor

1'-8"

CL. Std. pipe and face of plate, or back of angle

CL.

"Ø Hole in bent pl. or angle for

"Ø expansion anchor

1'-8"

CL. Ladder, safety rail, and extension

CL. Std. pipe and face of plate, or back of angle

SECTION A-A

10" 10"

CL. Ladder

Angle or bent pl.

" Std. pipe

Safety step (rung)

SECTION B-B

10" 10"

" Std. pipe

Safety step (rung)

NOTES

1. All material is steel unless otherwise noted.

2. Details, welds, and other connections shown are typical for all similar conditions.

3. Dimensions shown are typical for similar details.

4. Galvanize all ferrous metalwork after fabrication. Provide vent holes as required.

5. Contractor determines length of ladders and rung spacings based on elevation difference. See structure drawings.

6. Grind all welds smooth.

7. Provide safety gate to suit walk-through opening. Minimum gate height above landing is 3'-3". Install safety gate in accordance with manufacturer's instructions. Ensure gate swings towards landing.

R E V

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S A F E T Y

B U

R E A U

R E C L A M

A T I O

U S

E P A R T M

E N

T H

I N

T E R I O

Managing

LAR M TA IOCE N

W in theWa estter

S Y S T E M

A u t o C s

F I L E N

A M

R D

W G

L A S T

S A V E

T E

L A S T

S A V

R R O

D R I G

T A N

D A

A W

I N

G S

S T A N

D A

T Y P I C A L

E S I G

N S

M I S C E L L A N

E O

U S

E T A L W

O R K

LADDERS

LADDER TYPE 3

ELEVATIONS AND

SECTIONS

DENVER, CO

40-D-6602

1993-01-07

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

A. M. TUCKER

T. E. SADUSKY/DCD

T. C. GRABER

JOHN D. SMART

H u e r t a

O l a f f

P E

U P D

A T

A W

I N

T E X T

S T Y L E

B O

R D

E R

A N

T I T L E

B L O

C K

R R E N

R A W

I N

R E C O

R D

S Y S T E

L E T

B M

I T T E D

S I G

N A T U

V I S

D E R

I D

T Y P E

A N

A D

F E T Y

A T

D E D

L A D

D E R

T Y P E

R E V

"A" Equals 7 inches unless noted otherwise on structure drawing.

LADDER DIMENSIONS

R E V

H u e r t a

O l a f

A D

D E R

I M

E N

S I O

O T E S

R E V I S

T L E

B L O

C K

H u e r t a

O l a f

N U

M B E R

T E

V I S

B O

A N

C H

O R

S I Z E

C T I O

N S

R el ea se ua l r un g sp ac in g

0" M ax

M in

8' -0

M ax be tw ee n su pp or ts

2" T yp

4" T yp

1' -0

M ax

6" 6"

M in

-0

M ax be tw ee n su pp or ts 2"

Top landing 10"

CL. Ladder, safety rail and extension

10"

Removable or pop-up safety rail extension, as recommended by manufacturer

4' -6

1'-8"

Bottom landing

Safety step (rung)

3' -0

Safety rail, see Specifications

A A

B B

C C

Angle or bent

pl. 3/8 x4 (Typ.)

1 1/4" Std. pipe

LADDER - TYPE 5

(For distances not exceeding 24'-0" between landings)

1'-8"

1610" 10"

Safety step (rung)

1'-8"

1610" 10"

CL. Ladder

Safety step (rung)

Edge of cover opening

10" 10"

Edge of cover opening

1'-8"

10" 10"

Safety step (rung)Safety step (rung)

1'-8"

Edge of cover opening 3

Face of wall (below)

Face of wall Face of wall

CL. Ladder, safety rail, and extension

1 1/4" Std. pipe

CL. Std. pipe and face of plate, or back of angle

Angle or bent

pl. 3/8 x 4

SECTION

A Rectangular opening at top landing

1 1/4" Std. pipe

(Min. 3'-0" diameter opening)

CL. Std. pipe and face of plate, or back of angle

Angle or bent

pl. 3/8 x 4

SECTION

A Round opening at top landing

CL. 13/16"Ø Hole in bent pl. or angle for 5/8"Ø expansion anchor

1 1/4" Std. pipe

CL. Std. pipe and face of plate, or back of angle

SECTION

Angle or bent

pl. 3/8 x 4

CL. 13/16"Ø Hole in bent pl. or angle for 5/8"Ø expansion anchor

1 1/4" Std. pipe

CL. Std. pipe and face of plate, or back of angle

SECTION

Angle or bent

pl. 3/8 x 4

CL. Ladder, safety rail, and extension

Std. pipe cap

G Rung not shown

1 1/4" Std. pipe

DETAIL

NOTES

1. All material is steel unless otherwise noted.

2. Details, welds, and other connections shown are typical for all similar conditions.

3. Dimensions shown are typical for similar details.

4. Galvanize all ferrous metalwork after fabrication. Provide vent holes as required.

5. Contractor determines length of ladders and rung spacings based on elevation difference. See structure drawings.

6. Grind all welds smooth.

NO 1

-1

H ue rt a, O la ff G

P .E

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T S

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N D

E B

C K T

O C

U R R

T D

R A W

O R D

S S

U M

S A

N D

S U

B M

D S

B O

N S

"A" Equals 7 inches unless noted otherwise on structure drawing.

"B" Equal to "A" + "C".

"C" Varies depending upon opening offset from face of wall.

LADDER DIMENSIONS 20

-0 1-

H ue rt a, O la ff G

P .E

L A D

N N

E B

C K

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

-D -6

R D

-1 .D

W G

S T

S A V

D A

-0 4-

S T

S A V

B Y

N D

A R D

D R A W

N D

A R D

A N

D T

A L

S M

O R K

LADDERS LADDER TYPE 5

ELEVATION, SECTIONS,

AND DETAIL

DENVER, CO

40-D-6604

1993-01-07

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

A.M. TUCKER

T.E. SADUSKY/DCD

JOHN D. SMART

NO 3

-0

Pu tn am , S ar a

K P.

A M

O N

S A

-A T

O B

-B A

N D

B -B

T O

C -C

D D

O N

S A

-A

N I

N D

R S T

O L

A D

I N

O N

A N

D D

H T

O N

O D

D L

A D

N N

R el ea se d

AutoCAD SHX Text

ALWAYS THINK

3'-4" Max. 3'-4" Max.

7'-8" Max.

2' -0

-0

4' -0

M ax

M in

For location and box size, see electrical drawing

6" Min.

5' -0

-1 1" 5"

5@ 1'

-0

Gravel surfacing if required or unless noted otherwise

#5@1'-0"

1' -0

6" 6"

Cover

6" 6"

CL. Hold-down devices, see Detail 1

3' -8

1/ 2" Aluminum stiffener bars, see Detail 3 Cover

Compacted backfill

Subgrade Gravelfill

Excavation line

Embedded conduits, blockouts, cable hangars and pulling hooks not shown;

see electrical drawing.

1:1

#5@1'-0" #5@1'-0"

4' -0

M ax

5@ 1'

-0

3' -8

1/ 2"

Compacted backfill

Subgrade 6" Min.

Excavation line

1:1

Embedded conduits, blockouts, cable hangars and pulling hooks not shown;

see electrical drawing.

Gravelfill

Hold-down device, see Detail 1

2' -5

-5

1/ 2"

7'-8" Max.

9" 9" Max.

1/2" 9"9" Max.

1/2"See Note 7 See Note 7

CL. Lifting handle, see Detail 2

CL. 3" x 1/4" Aluminum stiffener bar, see Detail 3

Live Load=100 LBS/SQ. FT.

Ty p.

1/4" Floor plate (Aluminum)

TYP

PROVIDE 5" MINIMUM CLEARANCE FROM

CENTERLINE OF HOOK TO EDGE OF CONCRETE

Vertical wall reinf.

CL. Hook

60°± #4

Horizontal wall reinf.

3/8"Ø x 1" Galvanized cap screw in threaded anchor insert or 3/8"Ø x 3 1/2" expansion bolt anchor, proj. 1 1/4"

Steel troweled surface 1/4" Floor plate (Aluminum)

Tooled edge

Reinf. not shown

5/8"Ø Hole

1/4" Bent bar

GALVANIZE BARS AFTER FABRICATION

3/ 4"

3/4"

1 1/2"

1/2"

1 1/4"

CL. 3/4" x 1 3/4" Slot in filler plate

CL. 3/4" x 6 3/4" Slot in floor plate

CL. Lifting handle

1/4" Filler plate (Aluminum)

4 1/2"1 3/4" 2 3/4"

1/4" Floor plate (Aluminum)

Aluminum filler plate, 1/4" x 5" x 0'-9"

Aluminum plate, 1/4" x 2" x 0'-2"

3/4" R

5/8"Ø Bar (Aluminum)

1/4" Floor plate (Aluminum)

1/ 2"

2-9

1/4" Aluminum stiffener bar

1/4" Floor plate (Aluminum)

2-8

SECTION

A 1/2" = 1'-0"

A A

PLAN - PB1 _ _ _ PULLBOX, TYPE I

1/2" = 1'-0"

C C

SECTION

B 1/2" = 1'-0"

COVER

1/2" = 1'-0"

SECTION

C 1" = 1'-0"

PULLING HOOK

1 1/2" = 1'-0"

DETAIL - HOLD-DOWN DEVICE

1 3" = 1'-0"

DETAIL - LIFTING HANDLE

2 3" = 1'-0"

D D

SECTION

D 3" = 1'-0"

DETAIL

3 3" = 1'-0"

Aluminum stiffener bar, see Detail 3 Gravel surfacing if required or unless noted otherwise

#5@1'-0"

1' -0

SECTION

C 1" = 1'-0"

M in

PROVIDE 5" MINIMUM CLEARANCE FROM

CENTERLINE OF HOOK TO EDGE OF CONCRETE

Vertical wall reinf.

CL. Hook

60°± #4

Horizontal wall reinf.

PULLING HOOK

1 1/2" = 1'-0"

3/8"Ø x 1" Galvanized cap screw in threaded anchor insert or 3/8"Ø x 3 1/2" expansion bolt anchor, proj. 1 1/4"

Steel troweled surface 1/4" Floor plate (Aluminum)

Tooled edge

Reinf. not shown

5/8"Ø Hole

1/4" Bent bar

GALVANIZE BARS AFTER FABRICATION

3/ 4"

3/4"

1 1/2"

1/2"

1 1/4"

CL. 3/4" x 1 3/4" Slot in filler plate

CL. 3/4" x 6 3/4" Slot in floor plate

CL. Lifting handle

1/4" Filler plate (Aluminum)

4 1/2"1 3/4" 2 3/4"

1/4" Floor plate (Aluminum)

Aluminum filler plate, 1/4" x 5" x 0'-9"

Aluminum plate, 1/4" x 2" x 0'-2"

3/4" R

5/8"Ø Bar (Aluminum)

1/4" Floor plate (Aluminum)

1/ 2"

2-9

DETAIL - HOLD-DOWN DEVICE

1 3" = 1'-0"

DETAIL - LIFTING HANDLE

2 3" = 1'-0"

D D

SECTION

D 3" = 1'-0"

1/4" Aluminum stiffener bar

1/4" Floor plate (Aluminum)

2-8

DETAIL

3 3" = 1'-0"

GENERAL NOTES

Concrete structural design is based on concrete with a compressive strength of 4,500 psi at 28 days and reinforcement with a minimum yield strength of 60,000 psi.

NOTES

1. Minimum clear space inside pullbox is 3'-0" x 3'-0".

2. For pullbox dimensions, embeded conduit, blockouts, and pulling hook locations, see electrical drawings.

3. All metalwork is steel unless otherwise noted.

4. Grind smooth all burred edges of cover.

5. Aluminum in contact with concrete shall be coated in accordance with specifications paragraphs.

6. Cut slope for common excavation may require flatter slopes depending on soil conditions. Cut slopes in rock will typically be more vertical.

7. 2'-0" Max. spacing between stiffeners. Add or delete stiffeners as required to meet spacing requirements.

REFERENCE DRAWINGS

GENERAL NOTES FOR CONCRETE OUTLINE AND REINFORCEMENT

MINIMUM REQUIREMENTS FOR DETAILING REINFORCEMENT

Pullbox concrete - Lateral earth pressures (equivalent fluid pressure) of 80 psi per foot of depth with a 2 ft. surcharge to account for adjacent wheel loads.

Pulling eye and anchor - 4,000 lbs. tension working capacity.

Lifting inserts - Designed in accordance with loads required to handle and install the pullbox.

DESIGN LOADS

40-D-60003 40-D-60004

NO 1

-1

J .E

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C A D

SHEET

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D R A W

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C O

N C R

E S

U C

PULLBOXES

OUTLINE AND

REINFORCEMENT

DESIGN

PLAN, SECTIONS, AND

DETAILS

DENVER, CO

40-D-6743

1998-02-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

G.E. SHERRARD

D.L. BORING

B.K. GOPLEN

STRUCT. AND ARCH. GROUP

NO 3

-0

Ba rt he l, Ro dn ey J

P .E

R R

-1

R . B ar th el , P

D D

R A W

T S

B O

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N D

E B

C K T

O C

U R R

T D

R A W

O R D

S S

U M

B.K. GOPLEN

M.R. O'SHEA

R el ea se d

AutoCAD SHX Text

ALWAYS THINK

Po st e m be dm en t, Hole diameter, see Table

Finished gradeCrown

CL. Post

Concrete footing se e

Ta bl e

Grout

1' -0

Li ne p os ts on ly

1' -6

Te rm in al ga te p os ts

Post diameter + 2" min.

C on di tio n A

POST FOOTING IN SOLID ROCK WITH

Solid rock

C on di tio n B

1' -6

10" Diameter

Top of curb

H ol e de pt h, s ee

T ab le

Po st e m be dm en t, se e

Ta bl e

H ol e de pt h, s ee

T ab le

CL. Post CL. Post CL. Post CL. Plunger

Concrete footing

Crown Crown CrownFinished grade Finished grade

Concrete footing

S ee

N ot e A

Insert non-clogging type gate stop adaptable to plunger bar used

S ee

N ot e A

SOIL OR LOOSE ROCK POST FOOTING UNDER CURB

SOLID ROCK

OVERBURDEN OF SOIL OR LOOSE ROCK

GATE STOP FOOTING

End post

Existing ground surface or finished grade

Top rail

Truss rod with tightener

Brace rail, see Note B

Tension wire Pull post

For fabric height less than 7-feet, see Detail 1

Barbed wire continuous at 45° across walk gate for fabric height equal to or greater than 7-feet

Single gate

Brace all panels containing gate, corner, pull or end posts

Single

Double gate

Corner panel

Barbed wire

Brace corner post both ways, see Note B

Top rail Top rail

Top railBarbed wire

Gate post

Corner post

Existing ground surface or finished grade

End post

Truss rod with tightener

Brace rail, see Note B

Barbed wire

Gate

Gate post

Tension wire Corner panel

Brace corner post both ways, see Note B

Corner post

Top rail

Barbed wire gate

Top rail

Truss rod with tightener

Barbed wire Top rail

Brace rail, see Note B

Truss rod with tightener

Gate Stop Footing

End Post

Corner Post

Gate Leaf Width

TYPICAL ELEVATION

VIEW A-A

DETAIL 1

PANELS ADJOINING PULL POST

Top rail

Chain link fabric

Brace rail, see Note B

Truss rod with tightener

Tension wire

Ties

Finished grade

Tension band

Tension bar

Brace band

Tension band

Post cap

Rail end cup and brace band

Ties

H ei gh t of c ha in li nk f ab ri c

Top rail sleeve

Finished grade

O U

Outrigger/Barbed Wire Arm Barbed wire

End brace band

N om in al f en ce h ei gh t

LINE POST

END POST, CORNER POST,

OR GATE POST

Corner postGate post

Line post

Single gate

Concrete curb

D im en si on f ac e to fa ce o f po st s

D ou bl e ga te

10'-0" Max.

0" M ax

Po st s pa ci ng

Post spacing

Dimension face to face of posts

10'-0" Max.

Post spacing

TYPICAL FENCING PLAN

POST FOOTING SIZES IN SOIL OR LOOSE ROCK

POST HOLE

DIAMETER

HOLE

DEPTH

POST

EMBEDMENT

Line 3 ft. to 4 ft. 6 inches 24 inches 22 inches

5 ft.

6 ft. to 12 ft.

Terminal 3 ft. to 5 ft.

Terminal 6 ft. to 12 ft.

8 inches 30 inches 28 inches

9 inches 38 inches 36 inches

10 inches 32 inches 30 inches

12 inches 38 inches 36 inches

Line

Gate

< 6 ft.

6 ft. to 13 ft.

> 13 ft. 26 inches

16 inches

12 inches 38 inches

44 inches

50 inches 48 inches

42 inches

36 inches

FABRIC HEIGHT

GATE LEAF WIDTH

Condition A: Depth required for footing in solid rock with overburden of soil or loose rock.

Condition B: Depth required for embedment in rock, see Solid Rock Detail.

Note A: Satisfy the minimum requirements for Condition A or Condition B.

Note B: Brace rails and truss rods are not required for fabric height of 6 feet or less.

Li nk s ru n pe rp en di cu la r to s lo pe

Provide terminal posts at slope changes

Bias cut parallel to posts and back weave around tension bar according to standard practice.

FENCE INSTALLATION ON STEEP SLOPES

T H

S A

SHEET

B U

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C A D

A ut oC A D

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C A D

A M

-D -7

R D

-1 .D

W G

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D A

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S A V

B Y

N D

A R D

D R A W

N D

A R D

A N

D T

A L

C H

K F

CHAIN LINK FENCING

REQUIREMENTS

SOIL INSTALLATION

PLAN, ELEVATIONS, AND

DETAILS

DENVER, CO

40-D-7016

1999-04-30

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

G.E. SHERARD

D.L. BORING

N O 1

-0 4-

Ry an

, T yl er J

P .E

D D

R A W

T S

B O

R D

N D

E B

C K T

O C

U R R

T D

R A W

O R D

S S

U M

S A

N D

M A D

E M

R R

NOTES

1. See specific site plan for overall fence dimensions and size, location, and swing of gates.

2. Install pull posts at the end of each run, at maximum intervals of 500 feet, and at vertical and horizontal changes in alignment greater than 30 degrees.

3. Weld all joints between tubular gate frame members or use heavy fittings to provide rigid and watertight connections.

4. Gate dimensions are face to face of gate posts.

5. Provide latches, stops and keepers for all gates as specified.

6. End post, corner posts, and pull posts, are designated as terminal posts.

7. See site plans for curb details and locations where curb is required.

8. Chain link fabric shall be attached to fence framework in accordance with the Chain Link Fence Manufacturer's Institute (CLFMI) Product Manual.

9. Chain link fences are 6 foot high fabric unless otherwise noted on specific site plans.

NOTES

T.C. GRABER

M.R. O'SHEA

Structural and Architectural Group

R el ea

1.50"

34.00"

0.75"

G O

N M

E B

C K

S ee

N ot e

See Note 4

Trim line, see Note 5

See Note 2

SHEET

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U O

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U .S

A R

O F

C T

N A M

E D

(T W

O L

(T W

O L

CONTENTS

(THREE LINES

MAXIMUM)

DETAILS

(THREE LINES

MAXIMUM)

CITY, STATE

PRJ-STA-SEQ

YYYY-MM-DD

NUMBER

DRAWN

ACCEPTED

BUREAU OF RECLAMATION

U.S. DEPARTMENT OF THE INTERIOR

YAKIMA PROJECT

KENNEWICK DIVISION

CHANDLER PUMPING PLANT

SWITCHYARD - STEEL STRUCTURES

DRAWN

MANUFACTURER OR CONTRACTOR

ACCEPTED

TITLE

1. Government will provide contractor with an electronic AutoCAD template to be used by manufacturer for submittal of manufacturer's/contractors drawing in Government format.

2. The manufacturer's title block and drawing revisions as a result of the submittal process, may be located anywhere outside of the trim lines. The location shown on this drawing is the Government's preferred area.

3. The manufacturer shall show the Government solicitation/specification number, the manufacturer's name, drawing and sheet number in this area.

4. Government drawing number(s) will be issued at the end of the submittal process and drawing will be entered into the Government's electronic drawing system by the Government.

5. Trim lines shall be shown on all submitted drawings.

NOTES

SHEET

B U

U O

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A R

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N D

A R D

D R A W

N D

A R D

A N

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D R A W

F O

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A T

DRAWING BORDER,

SAMPLE TITLE BLOCK,

AND SIGNATURE LINES

DENVER, CO

40-D-7102

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

S. NITTA

D. CRAWFORD

-1

M en dl in

D T

C K A

N D

N A

R E

DRAWING BORDER

SAMPLE TITLE SAMPLE SIGNATURE LINES

-0

B ar th el

R od ne y

J P.

D T

C K A

N D

N A

R E

-0

Ba rt he l, Ro dn ey J

P .E

D D

R A W

T O

C U

R R

T D

R A W

O R D

S S

O R R

1. Information Management Handbook (IMH - 2020), Chapter 2, Section 9.A.4 - "Sheet Border" and Figures G2, G3, and G4.

REFERENCE

R. BARTHEL, P.E.

R.W. LAFOND, P.E.

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SAFETY

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SAFETY

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REV NO

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REV NO

Base plate (Typ.)

0" M ax

Combination channel (Typ.)

Connection plate, each side. Provide 5 bolts as shown (Typ.)

Electrical cabinet, bolt to frame as required

"Y" (4'-0" Max.)

0" M ax

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TOC

Foundation, see Note 3

ELECTRICAL EQUIPMENT SUPPORT, TYPE I

(Est. Wt. 135 lbs.)

CL. Drain hole

R1 /2

Combination channel

Connection plate, each side

Combination channel

CL. 13/16"Ø Holes in base plate, see Note 2

CL. 9/16"Ø Holes for 1/2"Ø bolts

7 1/2"

8" Pl.

1/ 2"

7/ 8"

7/8"

2 1/2"2 1/2"

2 1/2"

7/8"

5 3/4"

2 7/8" 2 7/8"

CL. 9/16"Ø Holes in plates and combination channel as required

3/8" Pl.

Combination channel

3/8" Pl. (Typ.)

VIEW

SECTION

B BASE PLATE DETAIL

VIEW

CC 1

3/8" Pl. (Typ.)

3/8" Pl.

1/ 4"

7/8"

1 3/4"

1 1/4" 1 1/4"

TOC

Foundation, see Note 31' -6

(M in

M in

Bottom of foundation

Fill combination channel with concrete

Combination channel

DETAIL - ALTERNATE ANCHORAGE A

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ELECTRICAL EQUIPMENT

SUPPORT, TYPE I

SECTIONS AND DETAIL

DENVER, CO

40-D-60001

2015-03-23

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Bernard Lajimodiere

RBarthel

Olaff G. Huerta

Barthel, Rodney J P.E.

Bernstein, Alfred I P.E.

Plant Structures Group

NOTES

1. Contractor determines final size of electrical equipment support based on electrical cabinet furnished.

2. Unless noted otherwise, or as directed by the foundation design engineer, install 5/8"Ø post-installed anchors with a minimum embedment of 6" or 5/8"Ø cast-in-place threaded anchors with a minimum embedment of 1'-6" having a minimum projection of 2".

3. Foundation design engineer shall verify foundation stability, concrete and reinforcement strength requirements, and anchorage requirements.

4. Install electrical equipment supports at locations shown on specifications drawings and/or as directed by COR.

5. Estimated electrical equipment support weight shown is based on maximum dimensions and five hole connection plates.

ASCE denotes American Society of Civil Engineers

ASTM denotes American Society for Testing and Materials

AWS denotes American Welding Society

COR denotes Contracting Officer's Representative

Max. denotes maximum

Min. denotes minimum

Pl. denotes plate

TOC denotes top of concrete

Typ. denotes typical

All welds, sections and details are typical for all similar conditions.

Electro-galvanized finish combination channels.

Unless noted otherwise, galvanize base plate and plates after fabrication per ASTM A385.

Unless noted otherwise, galvanize hardware per ASTM A123.

Metal framing combination channels shall be as manufactured by Globe Strut, United Gypsum Corporation, 101 South Wacker Drive, Chicago, IL 60606; Unistrut Corporation, 35660 Clinton Street, Wayne, MI 48184; or Cooper B-Line, 509 West Monroe Street, Highland, IL 62249.

Combination Channels: Globe Strut No. G7612A, B-Line B12A, or Unistrut P5501; or equal, having the following essential characteristics: No. 12 gauge steel and channel 1 5/8-inch wide by 4 7/8-inch deep with 7/8-inch openings.

Connection Plates:

With five holes per Globe Strut G2057, B-Line B532, Unistrut P1726; or equal.

With seven holes per Globe Strut G2068, B-Line B334, Unistrut P1950; or equal.

Connection hardware shall be suitable for combination channel strut attachments.

Fabricated Metalwork:

Plates and bars_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ASTM A36

Length of bolt threads per ASME B18.2.1 and thread class 2 free-fit, American National coarse-thread series.

Unless noted otherwise, make all welds continuous and in the shop.

Start and stop all welds at center of member or tubing.

Unless noted otherwise, fabricator shall determine edge preparation and root opening for groove welds. Shop detail drawing shall show edge preparation.

Arc-Welding Electrodes: Filler metal and required shielding gases or fluxes shall be per AWS D1.1 with filler metal for steel having a minimum tensile strength of 70,000 psi.

Unless noted otherwise, all bolted connection bolt holes are standard 1/16" oversize.

"Y" dimensions are the responsibility of the Contractor and are based on the electrical cabinet furnished.

DESIGN CRITERIA

Electrical equipment support is designed to withstand a three-second gust basic wind speed of 90 mph in accordance with ASCE 7-05.

It is assumed that no electrical cabinets will be installed in lower portion of frame.

GENERAL NOTES

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EACH CORNER

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TYP

REV NO

4' -6

8" Std. steel pipe sleeve

6" Std. steel pipe (5'-3" long)

6" Std. pipe cap

CL. 3/8"x4" Headed concrete anchor (8 req'd per pipe sleeve spaced @ 90°)

Rockfill

18"Ø Single wall perforated HDPE pipe 2'

-0

(M in

6" 3"

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Upper bar 11Øx3/8 with 6 3/4"Ø hole in center

Lower bar 11Øx3/8 with 7"Ø hole in center

Foundation, see Note 1

4' -6

4' -0

Drill 7/8"Ø holes through pipe to receive 2-#6 rebar that are 1'-2" in length. Locate rebar 90° from each other and tack weld rebar to pipe.

Crown top of fill concrete for runoff

1' -0

Surfacing material (if applicable)

6" Std. steel pipe filled with concrete

18"Ø Concrete base

Finished grade Crown base for runoff

Foundation reinforcement not shown, see Note 1

TOC

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2' -3

(M ax

1' -0

M in

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N ot e

Crown top of fill concrete for runoff

6" Std. steel pipe filled with concrete

Surfacing material (if applicable)

Finished grade Crown base for runoff

TOC

Drill 7/8"Ø holes through pipe to receive 2-#6 rebar that are 1'-2" in length.

Locate rebar 90° from each other and tack weld rebar to pipe.

18"Ø Concrete base

DO NOT GALVANIZE STEEL PIPE

GUARD POST, TYPE I

FOR FOUNDATION EMBEDDED IN COMMON SOIL CONDITION

GALVANIZE PIPE SLEEVE

DO NOT GALVANIZE STEEL PIPE

GUARD POST, TYPE III

REMOVABLE GUARD POST AND SLEEVE FOR SLAB-ON-GRADE CONDITION

DO NOT GALVANIZE STEEL PIPE

GUARD POST, TYPE II

FOR FOUNDATION EMBEDDED IN ROCK CONDITION

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TYPICAL GUARD POSTS

NON-SECURITY

APPLICATION

DENVER, CO

40-D-60002

2015-03-23

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

£TT£

£AT£

£AA£

£TA£

Bernard Lajimodiere

RBarthel

Olaff G. Huerta

Barthel, Rodney J P.E.

Plant Structures Group

Bernstein, Alfred I P.E.

Plant Structures Group

ASTM denotes American Society for Testing and Materials

AWS denotes American Welding Society

AWWA denotes American Water Works Association

COR denotes Contracting Officer's Representative

HDPE denotes high density polyethylene

Max. denotes maximum

Min. denotes minimum psi denotes pounds per square inch

Rebar denotes concrete reinforcement

Std. denotes standard

TOC denotes top of concrete

Typ. denotes typical

All welds, sections and details are typical for all similar conditions.

Coat steel guard post and upper bar per specifications or as directed by COR.

Unless noted otherwise, galvanize pipe sleeve and lower bar after fabrication per ASTM A385.

Fabricated Metalwork:

Bars _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ASTM A36 Std. Steel Pipe _ _ _ _ _ _ _ _ _ _ _ _ _ ASTM A53, Grade B Rebar _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ASTM A615

HDPE Pressure Pipe: ASTM F405.

Unless noted otherwise, make all welds continuous and in the shop.

Unless noted otherwise, fabricator shall determine edge preparation and root opening for groove welds.

Arc-Welding Electrodes: Filler metal and required shielding gases or fluxes shall be per AWS D1.1 with filler metal for steel having a minimum tensile strength of 70,000 psi.

Rockfill per ASTM C33, Coarse Aggregate, Size No. 57.

Unless noted otherwise, concrete structural design is based on concrete with a minimum compressive strength of 2,500 psi at 28 days and reinforcement with a minimum yield strength of 60,000 psi.

NOTES

1. Foundation design engineer shall verify foundation stability and the concrete and reinforcement strength requirements.

2. 12" Embedment in moderately weathered or less weathered rock and 24" embedment in intensely-to-moderately weathered or more weathered rock. Rock weathering classifications are defined within drawing 40-D-7022.

3. Install guard posts at locations shown on specifications drawings and/or as directed by COR.

GENERAL NOTES

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CHAMFER :

Chamfer edges of permanently exposed concrete surfaces, except slabs and top edges of curbs, with a 45° bevel, 34" x 34", unless otherwise shown on the specifications drawings.

CONCRETE PLACEMENT :

Before placing concrete, see specifications and manufacturer's drawings, for all embedded material which is required in the placement.

DIMENSIONS :

All dimensions to a joint are to the centerline of the joint unless otherwise shown.

Dimensions to beams, columns, and walls are from reference lines or other control points.

Beam and slab depths shall be measured from the top of the structural slab.

Dimensions given for the depth of recesses are from the surface of the structural concrete.

Thicknesses shown for walls and slabs placed against soil or rock are minimum dimensions.

EMBEDDED MATERIALS :

Before placing concrete, care shall be taken that all embedded items are in position and securely fastened in place. Anchor bolt locations and settings are shown on the structural steel, miscellaneous metal, concrete, and equipment drawings. Conduits and grounding cables are shown on the manufacturer's drawings and the electrical drawings.

All projecting items, including waterstops, shall be supported and protected from damage and exposure.

FINISHES :

For location and classes of finishes for formed and unformed concrete surfaces, see the specifications drawings and/or paragraphs.

JOINTS :

All construction joints, identified as CJ, shall be provided where shown on the drawings. All optional construction joints, identified as OCJ, are to reduce the volume of placements or to facilitate construction. If optional joints are provided they shall be only at the locations shown.

Relocation, addition, or elimination of construction joints will be subject to approval.

TOOLED EDGES :

Tool exposed edges of slabs and top edges of curbs to a radius of 14", unless otherwise shown on the specifications drawings.

Extension

90-degree 135-degree 180-degree

Extension

BAR NO. 3 4 5 6 7 8 9 10 11

TABLE OF INSIDE BEND DIAMETERS (INCHES)

Inside bend diameter (Typ.)

Standard

Stirrups, ties, and hoops

4 123 33

4 41 2 51

4 6 91 2 103

2 2 21

2 41 2 51

4 6

SPLICES :

The minimum length of lap for splicing parallel bars in tension shall be as given in TABLES 3.0-60 thru 5.0-60 on 40-D-60004.

Staggered lap splices shall be separated to give 12 inches clear between ends of adjacent splices.

Bars spliced by noncontact lap splices shall not be spaced transversely farther apart than one-fifth the required lap splice length, nor 6" on centers.

When reinforcing bars of different size are to be spliced, splice length shall be the larger of ld of larger bar and tension lap splice length of smaller bar.

Splices are to be made so that the required clear distances to face of concrete will be maintained.

STANDARD HOOKS FOR DEVELOPMENT OF DEFORMED BARS IN

TENSION :

90-degree bend plus 12db extension at free end of the bar.

180-degree bend plus 4db extension, but not less than 21

2", at the free end of the bar.

STANDARD HOOKS FOR STIRRUPS, TIES, AND HOOPS :

#5 bar and smaller, 90-degree bend plus 6db extension, but not less than 3", at the free end of the bar.

#6, #7, and #8 bars, 90-degree bend plus 12db extension at the free end of the bar.

#8 bars and smaller, 135-degree bend plus 6db extension, but not less than 3", at the free end of the bar.

#8 bars and smaller, 180-degree bend plus 4db extension, but not less than 2.5", at the free end of the bar.

SYMBOLS :

Bars shown thus:

Headed deformed bar

#8@1-0 or #6@8

Indicate a group of the same size bars equally spaced.

An open circle at the end of a bar indicates a bend with the bar turned away from the observer.

A closed circle at the end of a bar indicates a bend with the bar turned towards the observer.

Splices shown thus indicate a lap splice, not a bend in the bar.

Mechanical splice

Extension

ACCESSORIES :

Bar supports, spacers, and other accessories are not shown on the design drawings. The recommendations of the ACI Detailing Manual-2020 (MNL-66), or other approved supporting systems shall be used.

CODE AND DETAILING REFERENCES :

ACI Building Code Requirements for Structural Concrete (ACI 318-19).

ACI Detailing Manual-2020 (MNL-66).

ACI Code Requirements for Environmental Engineering Concrete Structures (ACI 350-20).

COVER :

Place the reinforcement so that the clear distance between face of concrete and nearest reinforcement is 2" for #8 bars and smaller, and 3" for #9 bars thru #11 bars, unless otherwise shown on specifications drawings. Provide 3" clear distance from face of concrete for all bars when concrete exposure is cast against and permanently in contact with the ground. For corner bars cover, see

ADDITIONAL REINFORCEMENT AROUND OPENINGS AND RECESSES,

SECTION A-A on 40-D-60004. Clear distance is to the design dimension line.

Reinforcement parallel to construction joints shall have a minimum of 2" clear cover.

DIMENSIONS :

Dimensions are to the centerline of the bars except for embedment of hooks, which are dimensioned to the outside of the bar.

Clear…

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