067_SP-S-14_SERVICE_SPILLWAY_STILLING_BASIN_DETAILS_0005.pdf

506 KB Posted

Attached to
Oglala Dam Construction
Solicitation number
140A1623R0026
Issued by

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Written by GovTribe AI ·

This document package includes construction drawings and specifications for rehabilitation work at Oglala Dam, as well as the related federal contract opportunity solicitation. The drawings show construction details for rehabilitation of the dam's service spillway stilling basin, including reinforced concrete placement details, dowel placements, and baffle block configurations. The solicitation is from the Department of the Interior Bureau of Indian Affairs seeking offers for the Oglala Dam Rehabilitation Project, as described in Section J. Offerors are to remediate the dam to address safety issues. The winning contractor will be responsible for execution of spillway and outlet works rehabilitation in accordance with the specifications and drawings provided.

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4" C

LR

TY

P

3" CLR

TYP

8"1' -0

" C

LR

TY

P

#8 @ 9"

EW, T&B

RCC LIFTS

BELOW

9" TYPE 1 WS

#7x24" PLAIN DOWEL

@ 12" CENTERED ON JOINT

GREASE END OF DOWEL

FOR SECOND PLACEMENT

CONTRACTION JOINT

4" CLR

TYP

#8 @ 9"

EW, T&B

#8 @ 6"

EW

#8 @ 6"

EW

#4 @ 6" TOS

RCC LIFTS

BELOW

6"10'-0"

5' -0

3' -2

#8 @ 9"

EW, T&B

RCC LIFTS

BELOW

#6 U BARS @ 6" EF

6-#4

@ 6" TOW

6-#8 @ 6"

EW, T&B

#6 ON 5'-0" x 5'-0" GRID

4" C

LR

TY

P

6"

CLR

TYP

3'-2"8"

LTE TOP, TYP

6"

2"

TYP

6"

0"

6" C

LR

TY

P

3' -2

BA

FF

LE

3'-10" MAX

BAFFLE

#6 U BAR @ 6" EF

6" CLR

TYP

4 - #8 @ 6" EF

6 - #8 @ 6" EF

\\geiconsulta B:\Working\BUREAU OF INDIAN AFFAIRS\2200324 Oglala Dam Remediation Design\00_CAD\Design\Sheets\067_SP-S-14_SERVICE SPILLWAY STILLING BASIN DETAILS.dwg - 2/23/2023

Bureau of Indian Affairs Great Plains Region

Safety of Dams Branch

4601 DTC BOULEVARD

SUITE 325

DENVER, CO 80237

(303)662-0100

Consultants

NO DATE ISSUE/REVISION APP

0 3/10/2023 ISSUED FOR BID CMM

1 7/14/2023 AMENDMENT 5: CHANGES

FOR BIDDER QUESTIONS CMM

SHEET NAME SHEET NO.Oglala Dam Remediation Project

Spillway and Outlet Works Rehabilitation

Pine Ridge Indian Reservation, Oglala Lakota County, South Dakota

If this scale bar does not measure 1" then drawing is not original scale.

Attention:

0 1"

Designed:

Checked:

Drawn:

P.E. No:

GEI Project

Approved: SHEET NO.

SCALE: 1/2" = 1'-0"

SP-S-13 TRANSVERSE CONTRACTION JOINT

DETAIL

SCALE: 1/2" = 1'-0"

SP-S-13 BAFFLE BLOCK

DETAIL

SCALE: 1/2" = 1'-0"

SP-S-13 END SILL

DETAIL

SCALE: 1/2" = 1'-0"

- RCC DOWELS

DETAIL

T/STILLING BASIN SLAB

EL 2958.0'

SCALE: 3/4" = 1'-0"

- LONGITUDINAL CONTRACTION JOINT

DETAIL

T/STILLING BASIN SLAB

EL 2958.0'

-7

SCALE: 3/4" = 1'-0"

SP-S-13 CVC FACING DOWELS TO RCC

DETAIL

SERVICE SPILLWAY

STILLING BASIN

DETAILS

ISSUED FOR BID

M. PROVENCHE

M. WALKER

J. MORIN

C. MASCHING

15919

SP-S-14

2200324

C

CRJ

L

3' -0

4" C

LR

TY

P

1'-0" 1'-0"

5' -0

EM

BE

D

M

EN

T D

R

IL

LE

D

AN

D

G R

O U

TE

D

6"

CLR

RCC LIFTS

BELOW

CONVENTIONAL

CONCRETE LIFT

FIRST PLACEMENT

9" TYPE 1

WS

#7x24" PLAIN DOWEL @

12" CENTERED ON JOINT

GREASE END OF DOWEL

CONTRACTION

JOINT

CONVENTIONAL

CONCRETE LIFT

RCC LIFTS

BELOW

#8 @ 9"

EW, T&B

#6 ON 5'-0" x 5'-0" GRID

GREASE END

OF DOWEL IN

SECOND PLACEMENT

RCC LIFTS

BELOW

#6 @ 9"

EW, T&B

STILLING BASIN

SLAB

#7x24" PLAIN

DOWEL AT 12"

CNTR ON JOINT

CVC FACING

8' -0

#6 ON 5'-0" x 5'-0" GRID

NOTES:

1. NO DRILLING FOR ANCHOR EMBEDMENT TO OCCUR WITHIN 7 DAYS OF RCC PLACEMENT.

PERCUSSION DRILLING REQUIRED PRIOR TO RCC REACHING DESIGN STRENGTH TO LIMIT

DAMAGE TO RCC MATERIAL.

CONVENTIONAL

CONCRETE LIFT

SECOND PLACEMENT

SCALE: 3/4" = 1'-0"

- BAFFLE BLOCK

SECTION

6" TYPE 1

WS

file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt file:///G:/Blocks/GEI%20General/D_GEI-Section-Mark-FULL_Help.txt

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SERVICE SPILLWAY STILLING BASIN DETAILS

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