Amendment_140R6024R0020-0006_-_Update_drawings_and_price_schedule_and_answer_questions_0007.pdf

PDF 989 KB Posted Sep 16, 2024

Attached to: Medicine Creek Dam Concrete Repair of damaged spil
Solicitation number: 140R6024R0020
Issued by: Department of the Interior Bureau of Reclamation

About this file

Written by GovTribe AI · Sep 16, 2024

This document is Amendment 0006 to Solicitation 140R6024R0020 for the Medicine Creek Dam Concrete Repair and Access Improvement project. The purpose of this amendment is to answer additional questions, update the Section B price schedule quantities, and replace nine drawings.

The key details are:

The period of performance is 11/20/2024 to 03/19/2027.
The price schedule has been updated for line items 4 through 7, revising the estimated quantities.
Nine drawings in Attachment 4 - Print-Ready Drawings have been replaced.
The proposal due date remains 9/20/2024 as stated in Amendment 0005.
Contractors must acknowledge receipt of this amendment per the instructions in Block 11 of the Standard Form 30.

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Sol_140R6024R0020_Amd_0008.pdf	PDF	Sep 19, 2024
Amendment_140R6024R0020-0008_-_Missing_Page_2_in_last_Amendment_0008.pdf	PDF	Sep 19, 2024
Sol_140R6024R0020_Amd_0007.pdf	PDF	Sep 16, 2024
Sol_140R6024R0020_Amd_0006.pdf	PDF	Sep 16, 2024
Amendment_140R6024R0020-0005_-_Extend_Due_Date_to_9-20-2024_0006.pdf	PDF	Sep 16, 2024
Sol_140R6024R0020_Amd_0005.pdf	PDF	Sep 10, 2024
Solicitation_Amendment_140R6024R0020-0004__8-30-2024_0004.pdf	PDF	Aug 30, 2024
Sol_140R6024R0020_Amd_0004.pdf	PDF	Aug 30, 2024
Sol_140R6024R0020_Amd_0003.pdf	PDF	Aug 21, 2024
Solicitation_Amendment_140R6024R0020-0003__8-21-2024_0003.pdf	PDF	Aug 21, 2024
Amendment_140R6024R0020-0002__8-13-2024_0002.pdf	PDF	Aug 13, 2024
Sol_140R6024R0020_Amd_0002.pdf	PDF	Aug 13, 2024
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Amendment_140R6024R0020-0001__-_7-22-2024_0001.pdf	PDF	Jul 22, 2024
Sol_140R6024R0020.pdf	PDF	Jul 19, 2024
Construction_Contract_Administration.docx	DOCX document	Jul 19, 2024
C05-04_Solicitation_140R6024R0020_-_Sections_A_through_M__7-19-2024_Reduced.pdf	PDF	Jul 19, 2024

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(x)

140R6024R0020 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

Billings MT 59107

R60

PO Box 36900 Regional Office Great Plains Region Bureau of Reclamation

ACTS# 2979807/19/20240006

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/19/2024

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

The purpose of this amendment is to answer additional questions, update Section B price schedule quantities, and replace nine (9) drawings. See attached continuation pages for details.

Period of Performance: 11/20/2024 to 03/19/2027

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

Ryan Cope

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Solicitation No. 140R6024R0020

Amendment No. 0006

C. Revised solicitation sections/pages: The following revised documentation or requirements in the solicitation are hereby identified or provided as attached.

a. SECTION B – SUPPLIES OR SERVICES AND PRICES: The price schedule, line items 4 through 7, are hereby modified to update their estimated quantities. The change pages are attached herein.

b. SECTION J – LIST OF DOCUMENTS, EXHIBITS AND OTHER ATTACHMENTS: The table on page J-1 remains unchanged. However, Attachment 4 – Print-Ready Drawings is modified to replace nine (9) drawings as shown in paragraph D below. The replacement drawings are attached herein.

D. Attachments to Amendment 0004:

Document(s) Page Number(s) # Pages Date Section B change pages B-1, B-2 2 9/16/2024

Section J, replacement drawings for Attachment 4 – Print-Ready Drawings for Medicine Creek Dam Concrete Repairs

Pages for Drawings:

328-600-60064 328-600-60065 328-600-60067 328-600-60068 328-600-60069 328-600-60070 328-600-60071 328-600-60072 328-600-60077

9 9/16/2024

E. Proposals Due: The due date for proposals remains unchanged on September 20, 2024, as described in Amendment 0005.

F. Acknowledgement Requirement: See Block 11 on the Standard Form 30 form above regarding how to acknowledge this amendment. The Government must receive acknowledgment of each amendment issued under this solicitation within Block 19 of the Standard Form 1442 at time of your proposal submission.

Medicine Creek Dam Concrete Repair and Access Improvement Amendment No. 0006

Price Schedule Revised B - 1

SECTION B – SUPPLIES OR SERVICES AND PRICES

Concrete Repair and Access Improvement

Cambridge Unit, Frenchman-Cambridge Division Pick-Sloan Missouri Basin Program, Nebraska

B.1 PRICE SCHEDULE

(a) Offers will be considered for award on the following Price Schedule, but no offer will be considered for award on only a part of the Price Schedule.

(b) Offers are subject to the terms and conditions of this solicitation.

Except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns. The contract clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to lump sum items.

(d) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.

(e) Definitions:

(1) CLIN – Contract Line Item Number

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1 WBR

1452.232 -81

Mobilization and Preparatory Work

For the lump sum of $

2 02 70 10 Removal and Control of Water

For the lump sum of $

3 03 20 00 Concrete Reinforcing 1,700 lb $ $

4 03 30 00 Cast-In-Place Concrete 365 yd3 $ $

5 03 81 10 Core Drilling 2-inch Holes 106 ea $ $

6 03 81 10 Saw Cutting 4,723 lf $ $

7 03 81 10 Concrete Removal 355 yd3 $ $

Concrete Repair and Access Improvement Amendment No. 0006

Price Schedule Revised B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

9 31 14 10 Stripping and Seeding For the lump sum of $

10 31 24 20 Earthwork for Roadways 3,300 yd2 $ $

11 33 42 30 Culvert Crossing For the lump sum of $

TOTAL FOR PRICE SCHEDULE $_________________

END OF SUPPLIES OR SERVICES AND PRICES/COSTS

Dimensions symmetrical about Spillway ℄

50433629221581

2 9 16 23 30 37 44 51

3 10 17 24 31 38 45 52

5 12 19 26 33 40 47 54

6 13 20 27 34 41 48 55

7 14 21 28 35 42 49 56

0 15' 30'

95 96

4 11 18 25 32 39 46 53

89 90

S ta

GENERAL PLAN

Normal to Surface

S ta

FLOW

Left wall repairs (see Dwg. 328-600-60075)

Right wall repair (see Dwg. 328-600-60075)

28.86' 29.06' 29.06' 26.32' 27.11' 28.50' 29.07' 27.95'

LEGEND

Concrete Repairs

REFERENCE DRAWINGS

Medicine Creek Dam - Spillway

Site Plan 328-600-60063 Floor Repair - Details 328-600-60065 Floor Repair - Panels 1 to 96 328-600-60066 to -60074 Wall Repair - Profile 328-600-60075 Plan and Sections 328-D-580 Floor - Sta. 10+98 to Sta. 13+40 - Plan and Sections 328-D-731 Floor - Panels 1 to 24 - Reinforcement 328-D-732 to -735 Walls - Plan, Elevation and Sections 328-D-738 and -739 Walls - Sta. 10+80 to Sta. 13+12 - Reinforcement 328-D-746, -747, -750, and -754

GENERAL NOTES

1. Dimensions of repair areas are based on previous investigations as recent as 2021, and will be field adjusted as needed by the Contracting Officer's Representative.

2. Existing concrete shall be clean and saturated surface dry prior to installing replacement concrete.

3. Replacement concrete shall be finished to provide a smooth surface that is even with the existing concrete, and to the original lines and grades as shown on Drawing No. 328-D-580.

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FLOOR REPAIR

GENERAL PLAN

BILLINGS, MT

328-600-60064

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Enzenbacher, Dominick R

Lowe, Nathan J

Lowe, Nathan J P.E.

Skinner, Norris (David)

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SAFETY

No kerfs allowed beyond tangents of corner cores

Core 2"Ø holes at corners

90°

2" Saw cut around perimeter

90° min.

270° max.

(typ.)

90°

Transverse joint

Longitudinal joint

Limits of damaged concrete

TYPICAL FLOOR PANEL REPAIR

av g.

m in

See Note 4

80° (typ.)

3" se e

N ot e 3)

8" se e

N ot e 5)

#8@12" o.c.e.w.

(see Note 2)

See Note 6

See Note 7

2" se e

N ot e 3)

℄ corner cores Saw cut

REPAIR EDGEA

6" (see Note 8)

1-5/8"5- 5/

1- 5/

1/ 2"

1/2" formed chamfer

8" se e

N ot e 5)

Slope varies 16:1 to 2:1

Varies (3" min.)

TRANSVERSE JOINTB

See Note 6

See Note 7

CrJ

4" 3-

5/ 8"

1-5/8"

8" se e

N ot e 5)

1/ 2"

2"±1/2" 2"±1/2"

Alternate position of key

3"±1/2" 3"±1/2"

3"3"

LONGITUDINAL JOINTC

See Note 6

See Note 7CrJ

TRANSVERSE JOINTD

6" (see Note 8)

1-5/8"5- 5/

1- 5/

1/ 2"

1/2" formed chamfer

8" se e

N ot e 5)

Slope varies 16:1 to 2:1

Varies (3" min.)

See Note 6

See Note 9 CrJ

See Note 7

Concrete Downstream of CrJ to Remain

TRANSVERSE JOINTE

6" (see Note 8)

1-5/8"5- 5/

1- 5/

1/ 2"

1/2" formed chamfer

8" se e

N ot e 5)

Slope varies 16:1 to 2:1

Varies (3" min.)

See Note 6

See Note 7

CrJ

See Note 10

Concrete Upstream of CrJ to Remain

See Note 11

LEGEND

Saw cut

Normal concrete removal

Existing reinforcement

NOTES

1. For general concrete outline notes, refer to Drawing No. 328-600-60064.

2. Preserve existing reinforcement per Specifications.

3. Depth of existing reinforcement (where present) is assumed to be 3 inches. Saw cut and drill cores around repair perimeters to a maximum depth of 2 inches.

4. Where existing reinforcement is exposed by concrete removal, adjust location of repair edge as necessary to provide a minimum clear distance of 1.5 times the new concrete's maximum aggregate size behind existing reinforcement.

5. Remove spillway floor concrete to a depth of (a) 8 inches from the existing surface, OR (b) 1.5 times the maximum aggregate size of new concrete below existing reinforcement (where present), OR (c) to sound concrete as determined by COR, whichever is greater.

6. Clean and dry existing concrete to saturated surface dry condition prior to installing replacement concrete.

7. Finish new concrete to provide a smooth, even surface and a flush interface with the existing concrete. Unless otherwise noted, match original lines and grades.

8. When placing new concrete immediately downstream of transverse joints, bevel finish from original grade at 6 inches downstream of the joint to a depth of 1/2 inches below original grade at the joint.

9. Apply section where concrete removal is only required upstream of the CrJ.

10. Apply section where concrete removal is only required downstream of the CrJ.

11. Contractor may remove and replace this portion of concrete.

12. Repair width shall be a minimum 1'-0".

REFERENCE DRAWINGS

Medicine Creek Dam - Spillway

Floor Repair - General Plan 328-600-60064 Plan and Sections 328-D-580 Floor - Sta. 10+98 to Sta. 13+40 - Plan and Sections 328-D-731 Floor - Panels 1 to 24 - Reinforcement 328-D-732 to -735

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FLOOR REPAIR

DETAILS

BILLINGS, MT

328-600-60065

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Enzenbacher, Dominick R

Lowe, Nathan J

Lowe, Nathan J P.E.

Skinner, Norris (David)

N O

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8 9 10

12 13 1411

Repair Number

Core Drill Hole (EA)

Saw Cut Length (LF) Area (SF) Est. Volume

(CY)

8 1 44.4 55.1 1.36

9A 0 29.0 87.0 2.20

9B 2 34.0 54.3 1.34

10A 0 29.0 100.0 2.50

10B 2 30.7 31.5 0.78

11A 0 29.0 58.0 1.45

11B 1 35.0 130.0 3.20

12 1 80.0 300.0 7.50

13 1 79.0 390.0 9.70

14 2 47.5 88.4 2.18

Sta. 11+57

Spillway ℄

A A

A B

Sta. 11+28

Sta. 11+57

Sta. 11+28

Spillway ℄

0 10'5'

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PANELS 8 TO 14

BILLINGS, MT

328-600-60067

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Enzenbacher, Dominick R

Lowe, Nathan J

Lowe, Nathan J P.E.

Skinner, Norris (David)

NOTES

1. For general notes, refer to Drawing No. 328-600-60064.

LEGEND

Concrete Repairs

REFERENCE DRAWINGS

Medicine Creek Dam - Spillway

Floor Repair - General Plan 328-600-60064 Floor Repair - Details 328-600-60065 Plan and Sections 328-D-580 Floor - Sta. 10+98 to Sta. 13+40 - Plan and Sections 328-D-731 Floor - Panels 1 to 24 Reinforcement 328-D-732 to -735

KEY

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AutoCAD SHX Text

ALWAYS THINK

15 16 17 18

19 20 2118

Repair Number

Core Drill Hole (EA)

Saw Cut Length (LF) Area (SF) Est. Volume

(CY)

15 2 53.0 139.0 4.00

16A 2 7.1 6.2 0.15

16B 0 29.0 72.0 1.80

16C 2 19.0 48.0 1.20

17A 1 31.0 69.0 1.70

17B 1 29.0 100.0 2.50

18 1 80.0 260.0 6.40

Sta. 11+86

Spillway ℄

Repair Number

Core Drill Hole (EA)

Saw Cut Length (LF) Area (SF) Est. Volume

(CY)

19 1 87.0 250.0 6.10

20A 0 77.0 370.0 9.20

20B 4 6.0 2.3 0.06

20C 4 12.0 9.0 0.22

21A 1 50.0 150.0 3.70

21B 1 8.3 10.5 0.26

A B

Sta. 11+57

Sta. 11+86

Sta. 11+57

Spillway ℄

0 10'5'

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PANELS 15 TO 21

BILLINGS, MT

328-600-60068

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Enzenbacher, Dominick R

Lowe, Nathan J

Lowe, Nathan J P.E.

Skinner, Norris (David)

NOTES

1. For general notes, refer to Drawing No. 328-600-60064.

LEGEND

Concrete Repairs

REFERENCE DRAWINGS

Medicine Creek Dam - Spillway

KEY

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¦R_DT¦ £RA£

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22 23 24 25

26 27 2825

Repair Number

Core Drill Hole (EA)

Saw Cut Length (LF) Area (SF) Est. Volume

(CY)

22A 1 30.0 68.0 1.70

22B 2 34.0 67.0 1.65

23A 0 26.0 92.0 2.30

23B 1 13.0 36.0 0.88

23C 1 7.5 11.0 0.27

24A 1 5.5 5.9 0.15

24B 1 60.5 163.5 4.04

25 0 76.0 140.0 3.50

Spillway ℄

Repair Number

Core Drill Hole (EA)

Saw Cut Length (LF) Area (SF) Est. Volume

(CY)

26A 0 26.0 79.0 1.95

26B 2 28.3 32.0 0.79

27 1 84.0 220.0 5.30

28A 2 32.8 68.7 1.70

28B 2 11.5 34.0 0.85

28C 1 5.5 8.1 0.20

Spillway ℄

0 10'5'

B A

Sta. 12+12

Sta. 11+86

Sta. 12+12

Sta. 11+86

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PANELS 22 TO 28

BILLINGS, MT

328-600-60069

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Enzenbacher, Dominick R

Lowe, Nathan J

Lowe, Nathan J P.E.

Skinner, Norris (David)

NOTES

1. For general notes, refer to Drawing No. 328-600-60064.

LEGEND

Concrete Repairs

REFERENCE DRAWINGS

Medicine Creek Dam - Spillway

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29 30 31 32

33 34 35

Repair Number

Core Drill Hole (EA)

Saw Cut Length (LF) Area (SF) Est. Volume

(CY)

29 2 70.0 360.0 8.90

30 2 82.7 178.0 4.40

31 0 74.0 330.0 8.10

32 0 72.0 230.0 5.60

33 1 76.0 360.0 9.00

34 1 75.0 350.0 8.70

35 1 73.0 280.0 7.00

Spillway ℄

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Sta. 12+12

Sta. 12+38

Sta. 12+12

Sta. 12+38

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FLOOR REPAIR

PANELS 29 TO 35

BILLINGS, MT

328-600-60070

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Enzenbacher, Dominick R

Lowe, Nathan J

Lowe, Nathan J P.E.

Skinner, Norris (David)

NOTES

1. For general notes, refer to Drawing No. 328-600-60064.

LEGEND

Concrete Repairs

REFERENCE DRAWINGS

Medicine Creek Dam - Spillway

KEY

N O

¦R_DT¦ £RA£

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ALWAYS THINK

36 37 38 39

40 41 42

Repair Number

Core Drill Hole (EA)

Saw Cut Length (LF) Area (SF) Est. Volume

(CY)

36A 2 42.0 99.0 2.40

36B 0 29.0 85.0 2.10

37A 1 39.0 120.0 3.00

37B 1 38.0 78.0 1.95

37C 4 12.0 9.0 0.22

38A 1 30.0 79.0 1.95

38B 3 38.2 76.8 1.90

39 0 92.0 316.0 7.80

Spillway ℄

Repair Number

Core Drill Hole (EA)

Saw Cut Length (LF) Area (SF) Est. Volume

(CY)

40 0 105.0 370.0 9.20

41 0 79.0 280.0 7.00

42A 2 32.5 46.0 1.14

42B 2 33.0 94.0 2.30

Spillway ℄

0 10'5'

Sta. 12+38

A B A

A B

Sta. 12+64

Sta. 12+38

Sta. 12+64

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

0- T1

-M X -0

.D W

S T

S A V

D A

-0 9-

S T

S A V

B Y

A N

¦D_DT¦

¦STATUS¦

C K -S

A N

S O

U R I

B A S

P R O

G R A M

C H

M A N

-C A M

B R

G E

E C R

K D

A M

A Y

FLOOR REPAIR

PANELS 36 TO 42

BILLINGS, MT

328-600-60071

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Enzenbacher, Dominick R

Lowe, Nathan J

Lowe, Nathan J P.E.

Skinner, Norris (David)

NOTES

1. For general notes, refer to Drawing No. 328-600-60064.

LEGEND

Concrete Repairs

REFERENCE DRAWINGS

Medicine Creek Dam - Spillway

KEY

N O

¦R_DT¦ £RA£

A D

C O

N C R

E R

L O

C A

O N

D V

N T

A B

AutoCAD SHX Text

ALWAYS THINK

43 44 45 46

47 48 49

Repair Number

Core Drill Hole (EA)

Saw Cut Length (LF) Area (SF) Est. Volume

(CY)

43 1 83.0 210.0 5.30

44 1 83.0 340.0 8.40

45 0 105.0 400.0 9.80

46 1 88.0 400.0 9.90

Spillway ℄

0 10'5'

Sta. 12+64

Repair Number

Core Drill Hole (EA)

Saw Cut Length (LF) Area (SF) Est. Volume

(CY)

47 2 88.6 269.5 6.65

48 0 82.0 250.0 6.30

49 2 88.0 250.0 6.20

Sta. 12+90

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

0- T1

-M X -0

.D W

S T

S A V

D A

-0 9-

S T

S A V

B Y

A N

¦D_DT¦

¦STATUS¦

C K -S

A N

S O

U R I

B A S

P R O

G R A M

C H

M A N

-C A M

B R

G E

E C R

K D

A M

A Y

FLOOR REPAIR

PANELS 43 TO 49

BILLINGS, MT

328-600-60072

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Enzenbacher, Dominick R

Lowe, Nathan J

Lowe, Nathan J P.E.

Skinner, Norris (David)

NOTES

1. For general notes, refer to Drawing No. 328-600-60064.

LEGEND

Concrete Repairs

REFERENCE DRAWINGS

Medicine Creek Dam - Spillway

KEY

N O

¦R_DT¦ £RA£

A D

C O

N C R

E R

L O

C A

O N

D V

N T

A B

AutoCAD SHX Text

ALWAYS THINK

Pier 2 Pier 3

SPILLWAY BRIDGE DOWNSTREAM ELEVATION

0 10' 20'

El. 2415.83

El. 2411.00

El. 2369.71

Crest El. 2366.10

Crest El. 2386.20

S pi llw ay

El. 2380.0±

2 2

PIER PROFILEA

14.0'

FLOW

18.1'

Bridge ℄

0 10' 20'

Cap repair on Pier 2 only

1'-6"

3" clr.(typ.)

5" c lr

1'-3"

PIER 2 CAP REPAIR1 Downstream Elevation

1' 2'0

3" clr. 9"

CrJ

2" Sawcut (typ.)

FLOW

REPAIR SECTIONC 1' 2'0

REPAIR SECTIONB 1' 2'0

Corner core Corner core

#8 bars (typ.)

PIER 2 BASE REPAIR2 Downstream Elevation

1' 2'0

8" (typ.) 3" clr. (typ.)

#8 bars (typ.)

2' -6

6" (s ee N ot e 1

2" Sawcut (typ.)

FLOW

D 2'-6"

(t yp

#8 bars (typ.)

12" (typ.)

4'-0"

Pier 3 - Oposite Hand

REPAIR SECTIOND

1' 2'0

REPAIR SECTIONE

1' 2'0

Corner core

Spillway floor

6"6"

18"x18" Chamfer

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

R D

-1 .D

W G

S T

S A V

D A

-0 8-

S T

S A V

B Y

¦D_DT¦

¦STATUS¦

C K -S

A N

S O

U R I

B A S

P R O

G R A M

C H

M A N

-C A M

B R

G E

E C R

K D

A M

A Y

BRIDGE PIER CONCRETE

REPAIRS

PLAN, PROFILES, AND

SECTIONS

BILLINGS, MT

328-600-60077

2023-01-20

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

£TT£

£AT£

£AA£

£TA£

Lowe, Nathan J

Enzenbacher, Dominick R

Lowe, Nathan J P.E.

Skinner, Norris (David)

Civil Engineer

NOTES

1. Remove and replace damaged concrete to specified depth. Continue pier base removal to 6" below spillway floor grade.

2. For general concrete outline and reinforcement notes, see Standard

Drawings 40-D-60003 and 40-D-60004.

REFERENCE DRAWINGS

Medicine Creek Dam - Spillway

Site Plan 328-600-60063 Crest and Piers - Plan, Elevation and Sections 328-D-748 Bridge - Plan and Sections 328-D-759 Bridge Piers - Reinforcement 328-D-762 Bridge Piers - Reinforcement Bar List 328-D-774

LEGEND

Saw cut

Normal concrete removal

Existing reinforcement

N O

¦R_DT¦ £RA£

-0

L A N

M O

J P.

C O

N C R

E C O

N G

O V

T H

E S

A Y

M E

V A

O N

N O

¦R_DT¦ £RA£

O V

C O

N C R

E C O

N G

N O

N S

N A

Amendment 140R6024R0020-0006 - Update drawings and price schedule and answer questions

Amendment 0006 continuation pages

MedicineCreek_specs-drwg_AMD0006

328-600-60064-RD-1

328-600-60065-RD-1

328-600-60067-RD-1

328-600-60068-RD-1

328-600-60069-RD-1

328-600-60070-RD-1

328-600-60071-RD-1

328-600-60072-RD-1

328-600-60077-RD-1

00 00 50 - Section B_AMD0006

File details come from the government source that posted it. Updated Sep 16, 2024.