J_2a_Drawings_-_Pages_111-229.pdf

PDF 15 MB Posted Jan 9, 2024

Attached to: Kachess Dam Modification Phase 3 Yakima Project Federal contract opportunity
Solicitation number: 140R1024R0002
Issued by: Department of the Interior Bureau of Reclamation

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Written by GovTribe AI · Jan 9, 2024

This document provides details on a federal solicitation and related technical drawings. The solicitation number 140R1024R0002 is for the Kachess Dam Modification Phase 3 Yakima Project located in Washington. The Bureau of Reclamation C-PN Region within the Department of the Interior is the issuing agency. The opportunity type is a solicitation for a project that involves technical drawings numbered J_2a_Drawings_-_Pages_111-229.pdf related to modifying Kachess Dam as part of Phase 3 of the larger Yakima Project. No other salient details are provided in the document.

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C06-01_Amendment_0003_Attachments_0003.pdf	PDF	Feb 6, 2024
Sol_140R1024R0002_Amd_0003.pdf	PDF	Feb 6, 2024
Sol_140R1024R0002_Amd_0002.pdf	PDF	Jan 25, 2024
Sol_140R1024R0002_Amd_0001.pdf	PDF	Jan 24, 2024
Amendment_0001_Merged_Documents_0001.pdf	PDF	Jan 24, 2024
Sol_140R1024R0002.pdf	PDF	Jan 9, 2024
140R1024R0002_Solicitation.pdf	PDF	Jan 9, 2024
J_2_Drawings_-_Pages_1-110.pdf	PDF	Jan 9, 2024
J_5_Bid_Bond.pdf	PDF	Jan 9, 2024
J_4_Geology_Drawings_Combined_-353_Pages.pdf	PDF	Jan 9, 2024
J_3_Permits-743_pages.pdf	PDF	Jan 9, 2024
J_6_Past_Performance_Questionnaire.pdf	PDF	Jan 9, 2024
J_1_Wage_Determination_WA20230049.pdf	PDF	Jan 9, 2024

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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"

TOC

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

4' -6

2' -3

(M ax

1' -0

M in

S ee

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

FOR FOUNDATION EMBEDDED IN COMMON SOIL CONDITION

GALVANIZE PIPE SLEEVE

DO NOT GALVANIZE STEEL PIPE

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

DO NOT GALVANIZE STEEL PIPE

FOR FOUNDATION EMBEDDED IN ROCK CONDITION

T H

S A

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

R R O

D R

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

TYPICAL GUARD POSTS

NON-SECURITY

APPLICATION

DENVER, CO

40-D-60002

2015-03-23

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

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

N O

-0 4-

D D

R A W

T S

O C

U R R

T D

R A W

O R D

S S

O R R

-0 4-

O R M

O D

O N

Re le as ed

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

B U

U O

F R

O N

U .S

A R

O F

C T

N A M

E D

CITY, STATE

PRJ-STA-SEQ

YYYY-MM-DD

NUMBER

DRAWN

ACCEPTED

BUREAU OF RECLAMATION

U.S. DEPARTMENT OF THE INTERIOR

YAKIMA PROJECT

KENNEWICK DIVISION

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

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

G O

N M

D R A W

F O

R M

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 2-

M en dl in

D T

C K A

N D

N A

R E

-0 3-

B ar th el

R od ne y

J P.

D T

C K A

N D

N A

R E

-0 4-

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.

Re le as

5 4

3 2 1

3 2

ALWAYS THINK SAFETY

Re le as

LAR M TA IOCE N

Re le as

F ig u re

A p p ro xi m at e te st p it a n d d ri ll h o le lo ca ti o n s.

Esri

R10 CGB | Date Saved: 12/14/2021 | File Path: C:\Users\ebell\Documents\TeleworkFiles\Geology\Kachess_DamRepair_121421\Kachess_DamRepair_121421.aprx

0 250 500125

US Feet

Kachess River Rd

K a ch e ss

R ive r

Kachess R iver

Kachess River Rd

TT-21-01

CL5+oo

Washington DOE well

RTP-21-1

Cle Elum Dam

Kachess Dam

Keechelus Dam

Legend

Drill Hole

Test Pit

Trench

Seep Wet Area

Data Sources: USBR and Esri Basemaps

Kachess Dam

PHASE 2 - EXPLORATION

Ka ch es s L ak e

Ka ch es s

D am

-2

S ea tt le

R0 9 C

| D ate Sa ve d:

3 | Fi le Pa th:

ibr 1p nr fp0

IS\

_R eg ion

_O ffic e\ Re gio nO ffic e_

RIL

L\K ac he ss_

Sto ck pil e\

Ka tch es sS to ck pil e.a pr x

Da ta

At trib uti on

: U

R a nd

Es ri B as em ap s

U R

E 1.

T A

N D

R O

O N

O F

A L

R O

W S

O U

R C

O M

T H

O C

E A

F K

A C

S D

A M

Lo ca tio n of M ai n

M ap

0 Fe et

Te st

P it

St oc kp ile li m its a t i ts to e

(a pp ro x.

9, sq . f t.)

St oc kp ile li m its a t i ts ri m (a pp ro x.

,4 s q.

(GM)s

(GM)sc

(SM)g

(GM)s

0.0-16.3': FILL (F). Consisting of random fill used to construct a drill pad on the upstream face of the dam.

16.3-64.6': EMBANKMENT (Em). Consisting of a Zoned Embankment Dam.

16.3-18.0': RIP RAP (Em). Consists of hard, angular boulders to 3' in size. Description is based on drilling conditions, cuttings return, and observation of surface exposures.

18.0-62.2': ZONE 1 EMBANKMENT (Em). Consists of gravel, sand, and fines. Description is based on drilling conditions, cuttings return, and 6-inch I. D. split-tube samples. The samples are described below.

31.0-33.0': SILTY GRAVEL WITH SAND (GM)s. About 40% coarse to fine, hard, subangular to subrounded gravel; about 35% coarse to fine, hard, subangular to subrounded sand; about 25% low plasticity fines with rapid dilatancy, low dry strength, and low toughness;

maximum size, 75 mm; moist, brown; no reaction with HCl.

LABORATORY TEST DATA ON SAMPLE FROM

INTERVAL: 38% gravel, 33% sand, 29% fines;

maximum size, 1-1/2-inch; MC = 12%; Plus No. 4 SPG = 2.72, Minus No. 4 SPG = 2.71.

33.0-36.3': SILTY GRAVEL WITH SAND AND

COBBLES (GM)sc. About 45% coarse to fine, hard, subangular to subrounded gravel; about 30% coarse to fine, hard, subangular to subrounded sand; about 25% low plasticity fines with rapid dilatancy, low dry strength, and low toughness; maximum dimension, 150 mm;

moist, brown, with gray streaks; trace of organics;

sample contained a trace (BY VOLUME) of hard, subrounded cobbles; no reaction with HCl.

LABORATORY TEST DATA ON SAMPLE FROM

INTERVAL: 36% gravel, 35% sand, 29% fines;

maximum size, 1-1/2-inch; MC = 11%; Plus No. 4 SPG = 2.72, Minus No. 4 SPG = 2.72. Laboratory classification of sample is SILTY GRAVEL WITH SAND (GM)s.

39.4-44.0': SILTY SAND WITH GRAVEL (SM)g. About 45% coarse to fine, hard, subangular to subrounded sand; about 35% coarse to fine, hard, angular to rounded gravel; about 20% nonplastic fines with rapid dilatancy and no dry strength; maximum size, 70 mm;

moist, brown, except the top 0.5' is dark brown; no reaction with HCl.

LABORATORY TEST DATA ON SAMPLE FROM

INTERVAL: 36% gravel, 33% sand, 31% fines;

maximum size, 2-1/2-inch; LL = 22, PI = 3; MC = 14%;

Plus No. 4 SPG = 2.78, Minus No. 4 SPG = 2.72.

Laboratory classification of sample is SILTY GRAVEL WITH SAND (GM)s.

44.0-49.2': SILTY SAND WITH GRAVEL (SM)g. About 45% coarse to fine, hard, subangular to subrounded sand; about 35% coarse to fine, hard, angular to rounded gravel; about 20% nonplastic fines with rapid dilatancy and no dry strength; maximum size, 60 mm;

moist, brown; scattered roots; no reaction with HCl.

LABORATORY TEST DATA ON SAMPLE FROM

INTERVAL: MC = 13%.

All depths are in feet and are measured from the ground surface and are the same as those reported by the driller.

PURPOSE OF HOLE:

To determine the engineering properties and lateral continuity of the stratigraphic units present in the embankment and foundation of Kachess Dam and to install piezometers for monitoring.

DRILL SETUP:

The drill was set up on a pad consisting of dumped fill just upstream of the crest of the dam at Station 11+20, 45 ' upstream of the centerline of the dam.

DRILLER:

Benny Horton

DRILLING EQUIPMENT:

Truck-mounted Foremost DR12 (Model Number DR 7/24P-40/12-950, Serial Number 002135, dual rotary drill with Mission Magnum I mud pump, Bean loading pump, Atlas Copco 900 cfm/350 psi air compressor, and a Miller Bobcat 225 NT welder.

DRILLING METHODS:

0.0-20.0': Advanced hole with 11-1/4-inch air-actuated downhole hammer while rotating 12-inch steel casing. Lifted cuttings with compressed air.

20.0-21.5': Installed and advanced hole with 6-1/4-inch I. D., 9-inch O. D.

hollow-stem flight-augers.

20.0-24.0': Advanced 12-inch steel casing and downhole hammer to 24.0'.

24.0-66.4': Advanced hole with 6-1/4-inch I. D., 9-inch O. D. hollow-stem flight-augers. Collected samples while advancing the hole with a 6-inch diameter, 5-foot-long split-tube sample barrel nested insided the augers.

Resumed work on November 27, 2001 after drill pad was repaired.

Removed hollow-stem flight-augers. Installed 8-inch

All depths are in feet and are measured from the ground surface and are the same as those reported by the driller.

PURPOSE OF HOLE:

To determine the engineering properties and lateral continuity of the stratigraphic units present in the embankment and foundation of Kachess Dam and to install piezometers for monitoring.

DRILL SETUP:

The drill was set up on a pad consisting of dumped fill just upstream of the crest of the dam at Station 11+20, 45 ' upstream of the centerline of the dam.

DRILLER:

Benny Horton

DRILLING EQUIPMENT:

DRILLING METHODS:

0.0-20.0': Advanced hole with 11-1/4-inch air-actuated downhole hammer while rotating 12-inch steel casing. Lifted cuttings with compressed air.

20.0-21.5': Installed and advanced hole with 6-1/4-inch I. D., 9-inch O. D.

hollow-stem flight-augers.

20.0-24.0': Advanced 12-inch steel casing and downhole hammer to 24.0'.

Resumed work on November 27, 2001 after drill pad was repaired.

Removed hollow-stem flight-augers. Installed 8-inch

0.0-16.3': FILL (F). Consisting of random fill used to construct a drill pad on the upstream face of the dam.

16.3-64.6': EMBANKMENT (Em). Consisting of a Zoned Embankment Dam.

16.3-18.0': RIP RAP (Em). Consists of hard, angular boulders to 3' in size. Description is based on drilling conditions, cuttings return, and observation of surface exposures.

maximum size, 75 mm; moist, brown; no reaction with HCl.

LABORATORY TEST DATA ON SAMPLE FROM

INTERVAL: 38% gravel, 33% sand, 29% fines;

maximum size, 1-1/2-inch; MC = 12%; Plus No. 4 SPG = 2.72, Minus No. 4 SPG = 2.71.

33.0-36.3': SILTY GRAVEL WITH SAND AND

moist, brown, with gray streaks; trace of organics;

sample contained a trace (BY VOLUME) of hard, subrounded cobbles; no reaction with HCl.

LABORATORY TEST DATA ON SAMPLE FROM

INTERVAL: 36% gravel, 35% sand, 29% fines;

maximum size, 1-1/2-inch; MC = 11%; Plus No. 4 SPG = 2.72, Minus No. 4 SPG = 2.72. Laboratory classification of sample is SILTY GRAVEL WITH SAND (GM)s.

moist, brown, except the top 0.5' is dark brown; no reaction with HCl.

LABORATORY TEST DATA ON SAMPLE FROM

INTERVAL: 36% gravel, 33% sand, 31% fines;

maximum size, 2-1/2-inch; LL = 22, PI = 3; MC = 14%;

Plus No. 4 SPG = 2.78, Minus No. 4 SPG = 2.72.

Laboratory classification of sample is SILTY GRAVEL WITH SAND (GM)s.

moist, brown; scattered roots; no reaction with HCl.

LABORATORY TEST DATA ON SAMPLE FROM

INTERVAL: MC = 13%.

(GM)s

(GM)sc

(SM)g

ANGLE FROM HORIZONTAL: AZIMUTH:

G R

M C

H O

O M

DEPTH TO BEDROCK:DEPTH AND ELEV OF WATER

SHEET 1 OF 3

REVIEWED BY: D. Bennett

COORDINATES: N 705,065.5 E 1,465,355.2

GEOLOGIC LOG OF DRILL HOLE NO. DH-01-1

ITFI

HOLE LOGGED BY: R. Burt

LOCATION: Station 11+20, 45' upstream

CLASSIFICATION

AND PHYSICAL CONDITION

COMMENTS:

FEATURE: Kachess Dam

NOTES

STATE: WashingtonPROJECT: Yakima

LEVEL AND DATE MEASURED:

GROUND ELEVATION: 2266.8

TOTAL DEPTH: 76.0

BEGUN: 10/16/01 FINISHED: 12/1/01

R _P

N _6

_P N

.G D

/1 7/

:0 9:

Samples were logged in the field using Designation USBR 5005-86, "Procedures for Determining Unified Soil Classification (Visual Method)"; laboratory classifications have been prepared using Designation USBR 5000-86, "Procedures for Determining Unified Soil Classification (Laboratory Method)".

Graphics column represents visual classification of soils and/or interpretations based on cuttings return and drilling conditions.

Center column descriptors are defined in the Reclamation Engineering Geology Field Mnual, Volume 1, Second Edition, 1998.

Cs = Casing Sz = Size I. D. = Inside Diameter O. D. = Outside Diameter SPG = Specific Graity LL = Liquid Limit PI = Plasticity Index Cu = Coefficient of Uniformity Cc = Coefficient of Curvature

The Hole Completion center column represents the installation of the 1-inch I. D.

PVC slotted pipe and does not show the locations of vibrating wire piezometers which were later installed inside that PVC. Refer to the Hole Completion section of the narrative in the left column (Notes) for a description of the installation of the vibrating wires.