A7 Attachment 6 Revised Page 47_153-D-60047_0007.pdf

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Attached to
Big Sandy Dam Reservoir Enlargement
Solicitation number
140R4020R0015
Issued by

About this file

This document contains engineering drawings and reinforcement details for a concrete inlet structure for the Big Sandy Dam Reservoir Enlargement project. Key details include reinforcement bar callouts and placement for the inlet structure walls, corbels, slabs, and wingwalls. Dimensions are provided for the inlet opening, reinforcement spacing, and concrete encased pipe diameter. The related solicitation is for the Big Sandy Dam Reservoir Enlargement project being conducted by the Bureau of Reclamation within the Department of the Interior. The solicitation number is 140R4020R0015.

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Text version

8@

1-

8@

1-

Inlet, reinforcement symmetrical about

Corbel reinforcement not shown

#8

#8

0" (Typ.)

#6 tie

#8@6

#8@6

#8@6

#8@6

#8@6

#8@6 6"

6"

6"

6"

8@

1-

8@

1-

#8

#8 #8

#6 edge bar #6 tie #6 edge bar

#8

3"

#8@6

Inlet structure, reinforcement symmetrical about Wall reinforcement not shown

3-

8@ 1-nf

#8

3-

8@ 1-nf

#8

#8@6

#8 #8

#8@6 3"

#8@6

4-#8@6 ef

6"

4-#8@6 ef

4-#8@6 ef

6"

4-#8@6 ef

Inlet, reinforcement symmetrical about

4-#8@6 ef

4 1/4"

#6 Hoop ef

1'

4# 8@

1-nf

Wingwall reinforcement not shown

4-

8@ 1-nf

1'

8@ 1-nf

2-

8@ 1-nf

1'

2-

8@ 1-ff

1'

8@ 1-ff

1'

5-

8@ 1-ff

5-

8@ 1-ff

6"

4-#8@6 ef

4 1/4"

3"

6" PVC waterstop #6 Hoop ff

2 2

6"

#8@6 ff

#6 Hoop ff

8"

6"

Inlet headwall, reinforcement not shown

42" Dia. concrete encased pipe, see (60040)

El. 6766.82

OCJ

El. 6755.07

8@ 1-ef

8@ 1-ef

Corbel reinforcement not shown

Longitudinal slab reinforcement not shown

12-#8@1-0 ef

12-#8@1-0 ef

1' - 0"

1' - 0"

23-#8@6 ef

23-#8@6 ef

1' - 0"

5-#8@1-0 ef

1' - 0" 6-#8@1-0 ef

9"5 1/2"

8 7/8"5 1/2"

#6 edge bar ef

8"

D

C

B

D

C

B

A

RECLAMATION

Managing Water in the West

A

SA

FE

TY

AL

W

AY

S

TH

IN

K

BU

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AU

O

F

RE

CL

AM

AT

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N U

.S

D

EP

AR

TM

EN

T

O F

TH

E

IN

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DESIGNED

CHECKED

DRAWN

TECH. APPR.

APPROVED

ED

EN

P R

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B

IG

S A

N D

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A M

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EM

EN

T

MICHAEL HIEBERT

MICHAEL HIEBERT

CARLY STARK

JONATHAN EAST, P.E.

WALTER HEYDER, P.E.

Peer Reviewer - WATERWAYS AND CONCRETE DAMS

GROUP 2

DENVER, CO 2019-03-21

FEEDER CANAL

HEADWORKS

INLET STRUCTURE

REINFORCEMENT

SECTIONS

153-D-60047

SHEET 3 OF 3

NOTES

1. For additional NOTES and REFERENCE DRAWINGS, see (60038).

60038

B SECTION

60038

D SECTION

60038

C SECTION

RE

V

N O

ST

A. D

-0

6-

Jo na th an

Ea st

,P .E

M ad e m in or ca llo ut ad ju st m en ts

RE

V

N O

ST

A. D

-1 0-

Jo na th an Ea st ,P

.E

Re vi s e d w at er st op an d re in fo rc em en t to a v oi d in te r f er en ce

Ad de d ho op to he ad w al l.

Ad de d

SE

CT

IO

N E, pr ev io us ly on

(6 an d ad de d di m en s i on fo r ho riz on ta lw in gw al l re in f o rc em en t .

JONATHAN EAST, P.E.

WALTER HEYDER, P.E.

60038

E ELEVATION - (WINGWALL REINFORCEMENT ONLY)

153-D-60047 ShtNo Rev2: 47

File details come from the government source that posted it. Updated .