Amendment_No__0005_0005.pdf

140R6024R0002 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.

x

R60

02/06/20240005

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

Bureau of Reclamation Missouri Basin Region Regional Office PO Box 36900 Billings MT 59107

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

12/11/2023

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.

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

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

St. Mary Canal Diversion Works, Dam Replacement and Fish Modification, Milk River Project, Montana

See the attached for the changes incorporated by this amendment:

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. 140R6024R0002 Amendment No. 0005

Description of Changes:

1. In Part I – The Schedule, Section C – Description/Specifications, remove Specification 52 00 00 - Drawings, in its entirety and substitute therefor the attached revised Specification 52 00 00.

2. In Part I – The Schedule, Section C – Description/Specifications, Revised Section 52 00 00 – Drawings, remove the following drawing and substitute therefor the attached revised drawing:

Sheet No. Drawing No.

105 15-D-60138 Rev 2 dated 1/30/2024

For convenience, essential changes on the revised solicitation pages are indicated by a vertical line in the margin where lines or paragraphs were changed from the previous version. The changes are also indicated in bold italic font. However, all portions of the revised solicitation pages shall apply whether changes thereon have or have not been indicated.

Acknowledgement: See Block 11 above regarding how to acknowledge this amendment. The Government must also receive the acknowledgement at the place designated for Acknowledgement of Amendments (See Block 19 of the Standard Form 1442).

Receipt of Proposals: The hour and date for receipt of proposals remains unchanged at February 23, 2024 at 1600 MST.

Third Party: If you have given a copy of the solicitation to someone else, please forward this amendment accordingly.

Questions: The due date for questions remained the same; January 17, 2024 at 1600 MST. No questions were addressed that were received after the due date. The remaining questions not previously addressed under Amendment No. 0004 and their respective answers are attached for information purposes only.

St. Mary Canal Diversion Works Dam Replacement and Fish Modifications Milk River Project, Montana Amendment No. 0005

Drawings

Revised 52 00 00 - 1

SECTION 52 00 00

DRAWINGS

PART 1 GENERAL

1.01 DISCREPANCIES, ERRORS, OR OMISSIONS

A. Inform the CO of discrepancies discovered on drawings in accordance with clause at FAR 52.236-21, Specifications and Drawings for Construction.

B. In accordance with clause at FAR 52.236-21, Specifications and Drawings for Construction, in case of discrepancies, written specifications take precedence over drawings unless otherwise specified.

1.02 PROJECT CONDITIONS

A. Where there are differences as determined by the CO between details and dimensions shown on drawings and details and dimensions of existing features at jobsite, use details and dimensions of existing features at jobsite.

1.03 INFORMATION DRAWINGS

A. Drawings marked "For Information Only" in the drawing list are included to show existing features about which knowledge is required to perform work under this contract.

These drawings do not show work to be performed under this contract.

B. If there are differences as determined by the CO between details and dimensions shown on these drawings and those of existing features at jobsite, use details and dimensions of existing features at jobsite.

1.04 STANDARD DRAWINGS

A. Standard drawings may show details which are not a part of work under this contract.

Disregard details shown on these drawings which are not applicable to work under this contract.

1.05 COPIES OF DRAWINGS

A. One set of full-size (22 inches by 34 inches) drawings, except standard drawings, will be furnished to the Contractor.

B. Upon request, additional half-size (11 inches by 17 inches) copies of standard drawings will be furnished to the Contractor.

Revised 52 00 00 - 2

1.06 LIST OF DRAWINGS

A. Drawings listed in Table 52 00 00A – List of Drawings, are made a part of Section C - Description/Specifications.

1.07 DRAWING NUMBERS IN NUMERICAL ORDER

A. Specification drawings are listed in numerical order in Table 52 00 00B – Drawings in Numerical Order.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

General:

1 15-D-60040 Drawing Index 2 15-D-60041 Drawing Index, Abbreviations, And Symbols 3 15-D-60042 Key And Vicinity Map 4 15-D-60043 Site Structures – 3D View 5 15-D-60044 Contractor Use Areas and Existing Conditions – Plan 6 15-D-60045 Tree Removal Limits and Stockpiling – Plan

Survey Control and Existing Conditions:

7 15-650-60016 Cover Sheet, Site Overview, And Survey Control 8 15-650-60017 Topographic And Planimetric Mapping 9 15-650-60018 Topographic And Planimetric Mapping 10 15-650-60019 Diversion Dam and Headworks Details 11 15-650-60020 Diversion Dam Details 12 15-650-60021 River Cross Sections – Index 13 15-650-60022 River Cross Sections 14 15-650-60023 River Cross Sections 15 15-650-60024 River Cross Sections 16 15-650-60025 River Cross Sections 17 15-650-60026 River Cross Sections 18 15-650-60027 River Cross Sections 19 15-650-60028 River Cross Sections

Revised 52 00 00 - 3

Table 52 00 00A - List of Drawings Sheet No.

Drawing No. Title

20 15-650-60029 River Cross Sections 21 15-650-60030 River Cross Sections

Demolition:

22 15-D-60046 Demolition – Plan 23 15-D-60047 Demolition – Sections 24 15-D-60048 Demolition – Sections

Civil:

25 15-D-60049 Access Roads - Plan, Profiles, Typical Section, And

Alignment Data 26 15-D-60050 Site Final Grade - Plan and Point Tables 27 15-D-60051 New Feature Excavation - Plan and Point Tables 28 15-D-60052 Temporary Diversion System and Soil Plugs - Plan, Sections and Point Tables 29 15-D-60053 Wall Drain - Sections and Detail 30 15-D-60054 Diversion Dam Rock Ramp and Low Flow Channel – Plan 31 15-D-60055 Diversion Dam Rock Ramp and Low Flow Channel -

Sections Structural:

32 15-D-60058 Structural Design Data Sheet, General Notes and Details 33 15-D-60059 Site Structures - Location Plan 34 15-D-60060 Diversion Dam Concrete Outline – Plan 35 15-D-60061 Diversion Dam Concrete Outline – Sections 36 15-D-60062 Diversion Dam Reinforcement Design – Plan and Sections 37 15-D-60063 Diversion Dam Reinforcement Design – Sections and Details 38 15-D-60064 Sluiceway General Arrangement – Plan 39 15-D-60065 Sluiceway Concrete Outline - Plan and Section 40 15-D-60066 Sluiceway Concrete Outline – Sections 41 15-D-60067 Sluiceway Reinforcement Design – Plan and Details 42 15-D-60068 Sluiceway Reinforcement Design – Sections 43 15-D-60069 Sluiceway Reinforcement Design – Sections and Details 44 15-D-60070 Headworks General Arrangement – Plan 45 15-D-60071 Headworks Concrete Outline - Plan - El. 4483.00 46 15-D-60072 Headworks Concrete Outline – Plan - El. 4475.00 47 15-D-60073 Headworks Concrete Outline – Sections 48 15-D-60074 Headworks Concrete Outline – Sections 49 15-D-60075 Headworks Bearings - Plan, Section and Details 50 15-D-60076 Headworks Reinforcement Design – Plan 51 15-D-60077 Headworks Reinforcement Design – Sections and Detail 52 15-D-60078 Headworks Reinforcement Design – Section and Detail 53 15-D-60079 Headworks Reinforcement Design – Sections

Revised 52 00 00 - 4

Table 52 00 00A - List of Drawings Sheet No.

Drawing No. Title

54 15-D-60080 Headworks Reinforcement Design – Section 55 15-D-60081 Transition Flume Concrete Outline – Plan 56 15-D-60082 Transition Flume Concrete Outline – Sections 57 15-D-60083 Transition Flume Reinforcement Design – Plan 58 15-D-60084 Transition Flume Reinforcement Design – Sections 59 15-D-60085 Transition Flume Reinforcement Design – Detail 60 15-D-60086 Transition Flume Reinforcement Design – Detail 61 15-D-60087 Transition Flume Reinforcement Design – Plan 62 15-D-60088 Transition Flume Reinforcement Design – Plan 63 15-D-60089 Fish Screen General Arrangement – Plan 64 15-D-60090 Fish Screen Concrete Outline – Plan 65 15-D-60091 Fish Screen Concrete Outline – Details 66 15-D-60092 Fish Screen Concrete Outline – Sections 67 15-D-60093 Fish Screen Reinforcement Design – Plan 68 15-D-60094 Fish Screen Reinforcement Design – Sections and Detail 69 15-D-60095 Fish Screen Reinforcement Design – Details 70 15-D-60096 Fish Screen Reinforcement Design – Sections and Detail 71 15-D-60097 Check Structure General Arrangement – Plan 72 15-D-60098 Check Structure Concrete Outline – Plan 73 15-D-60099 Check Structure Concrete Outline – Sections and Details 74 15-D-60100 Check Structure Reinforcement Design – Plan 75 15-D-60101 Check Structure Reinforcement Design – Sections 76 15-D-60102 Check Structure Reinforcement Design – Plan 77 15-D-60103 Fish Return General Arrangement – Plan 78 15-D-60104 Fish Return Concrete Outline – Plan 79 15-D-60105 Fish Return Concrete Outline – Sections 80 15-D-60106 Fish Return Concrete Outline – Sections and Detail 81 15-D-60107 Fish Return Reinforcement Design – Plan 82 15-D-60108 Fish Return Reinforcement Design – Sections 83 15-D-60109 Fish Return Reinforcement Design – Details 84 15-D-60110 Concrete Test Placement – Plan, Sections and Details

Miscellaneous Metalwork:

85 15-D-60118 Miscellaneous Metalwork – General Plan 86 15-D-60119 Sluiceway Miscellaneous Metalwork – Plan 87 15-D-60120 Headworks Miscellaneous Metalwork – Plan and Detail 88 15-D-60121 Fish Screen Miscellaneous Metalwork – Plan and Detail 89 15-D-60122 Fish Screen Miscellaneous Metalwork – Detail and Sections 90 15-D-60123 Fish Screen Miscellaneous Metalwork – Platform - Plan, Sections, And Details

Revised 52 00 00 - 5

Table 52 00 00A - List of Drawings Sheet No.

Drawing No. Title

91 15-D-60124 Fish Screen Miscellaneous Metalwork – Stair - Plan, Section, And Details

92 15-D-60125 Fish Return Miscellaneous Metalwork – Plan 93 15-D-60126 Check Structure Miscellaneous Metalwork – Plan 94 15-D-60127 Miscellaneous Metalwork - Guardrail Typical Details 95 15-D-60128 Miscellaneous Metalwork - Guardrail Typical Details –

Sections and Details 96 15-D-60129 Miscellaneous Metalwork – Typical Sections and Details 97 15-D-60130 Debris Boom – Plan and Section

Mechanical:

98 15-D-60131 Control Building HVAC – Plan & Elevation 99 15-D-60132 Fish Screen Structure – Elevation - Plan 100 15-D-60133 Fish Screen Structure – Details - Sections 101 15-D-60134 Fish Screen Structure – Details - Sections 102 15-D-60135 Fish Screen Structure – Details - Part - Sections 103 15-D-60136 Fish Screen Structure – Details - Sections - Parts 104 15-D-60137 Fish Screen Structure – Parts - Sections 105 15-D-60138 (Rev 2, Amd 0005) Fish Screen Structure – Details – Part – Sections

106 15-D-60139 Fish Screen Structure – Part – Section 107 15-D-60140 Fish Screen Structure – Parts 108 15-D-60141 Fish Screen Structure - Assembly - Parts – Section 109 15-D-60142 Fish Screen Brush Cleaner – Elevation 110 15-D-60143 Check Structure Stoplog Guides – Assembly - Installation -

List of Parts 111 15-D-60144 Check Structure Stoplog Guides - Parts – Sections 112 15-D-60145 Sluiceway Stoplog Guides – Assembly - Installation - List of

Parts 113 15-D-60146 Sluiceway Stoplog Guides – Parts – Sections 114 15-D-60147 Check Structure and Sluiceway Stoplogs - Assembly -

Installation 115 15-D-60148 Check Structure and Sluiceway Stoplogs – Details 116 15-D-60149 Check Structure and Sluiceway Stoplogs – Assembly - List of Parts 117 15-D-60150 Check Structure and Sluiceway Stoplogs – Part - Sections 118 15-D-60151 Check Structure and Sluiceway Stoplogs – Details - Parts –

Sections 119 15-D-60152 Check Structure and Sluiceway Stoplogs – Parts - Section 120 15-D-60153 Check Structure and Sluiceway Stoplogs – Detail - Parts 121 15-D-60154 Lifting Beam - Elevation – List of Parts - Plan 122 15-D-60155 Lifting Beam – Parts - Sections

Revised 52 00 00 - 6

Table 52 00 00A - List of Drawings Sheet No.

Drawing No. Title

123 15-D-60156 Lifting Beam – Details - Parts - Section 124 15-D-60157 Stop-Plank – Part - Detail 125 15-D-60158 Level Sensor Locations – Plan 126 15-D-60159 Headworks Trashrack Panel – Installation 127 15-D-60160 Headworks Trashrack Panel – Part - Details 128 15-D-60161 Headworks Trash Rake – Plan 129 15-D-60162 Headworks Stoplogs – Installation 130 15-D-60163 Headworks Stoplogs – Assembly 131 15-D-60164 Headworks Stoplogs – Part - Sections 132 15-D-60165 Headworks Stoplogs – Details - Parts - Sections 133 15-D-60166 Headworks Stoplogs – Part - Section 134 15-D-60167 Headworks Stoplogs – Detail - Parts 135 15-D-60168 Headworks Stoplog Guides – Assembly - Installation - List of Parts 136 15-D-60169 Headworks Stoplog Guides – Part - Sections 137 15-D-60170 Lifting Beam – Assembly - Installation - List of Parts 138 15-D-60171 Lifting Beam – Parts - Sections 139 15-D-60172 Lifting Beam – Details - Parts - Section 140 15-D-60173 Sluiceway Conceptual Radial Gates – Installation - Layout 141 15-D-60174 Check Structure Conceptual Radial Gates – Installation –

Layout 142 15-D-60175 Conceptual Radial Gates – Gate Details 143 15-D-60176 Fish Return Conceptual Overshot Gate – Installation -

Layout 144 15-D-60177 Headworks Slide Gates – Plan and Sections 145 15-D-60178 Sluiceway Conceptual Radial Gate Hoist – Plan & Elevation 146 15-D-60179 Sluiceway Conceptual Radial Gate Hoist – Section & Detail 147 15-D-60180 Fish Return Conceptual Overshot Gate Hoist – Plan &

Elevation 148 15-D-60181 Fish Return Conceptual Overshot Gate Hoist – Section &

Detail 149 15-D-60182 Check Structure Conceptual Radial Gate Hoist – Plan &

Elevation 150 15-D-60183 Check Structure Conceptual Radial Gate Hoist – Section &

Detail Controls:

151 15-D-60187 Control System – Equipment Layout 152 15-D-60188 Control System – Enlarged Plan Views 153 15-D-60189 Control System – Control Building Panel Layout 154 15-D-60190 Control System – Check Structure Radial Gate Panel Layout 155 15-D-60191 Control System – Overshot Gate Panel Layout

Revised 52 00 00 - 7

Table 52 00 00A - List of Drawings Sheet No.

Drawing No. Title

156 15-D-60192 Control System – Headworks Slide Gate Panel Layout 157 15-D-60193 Control System – Headworks Sluiceway Gate Panel Layout 158 15-D-60194 Control System – Network Overview 159 15-D-60195 Control System – Control Schedule

Electrical:

160 15-D-60197 Electrical – Single Line Diagram 161 15-D-60198 Electrical – Site Equipment Plan 162 15-D-60199 Electrical – Service Equipment Elevation 163 15-D-60200 Electrical - O&M Equipment Layout 164 15-D-60201 Electrical – Control Building Equipment Layout 165 15-D-60202 Electrical – Fish Screen Equipment Layout 166 15-D-60203 Electrical – Check Structure Equipment Layout 167 15-D-60204 Electrical – Sluice Bay Equipment Layout 168 15-D-60205 Electrical – Headworks Equipment Layout 169 15-D-60206 Electrical – Panel Schedules 170 15-D-60207 Electrical – Panel Schedules 171 15-D-60208 Electrical – Panel and Luminaire Schedules

Systems:

172 15-D-60210 Cathodic Protection – Radial Gate Galvanic Anode System 173 15-D-60211 Cathodic Protection - Overshot Gate Galvanic Anode System

Buildings and O&M Yard:

174 15-600-60080 Metal Building And O&M Yard – Site Plan and Road

Design 175 15-600-60081 Metal Building And O&M Yard – Utility Plans, Sections, And Details 176 15-600-60082 Metal Building And O&M Yard – Wastewater System

Sections and Detail 177 15-600-60083 Metal Building And O&M Yard – Water Supply System

Sections 178 15-600-60084 Metal Building And O&M Yard – Grading and Drainage

Plan 179 15-600-60085 Metal Building And O&M Yard – Grading Profiles, Sections, And Point Table 180 15-600-60090 Metal Building – Structural - Slab-On-Grade Plan and

Structural General Notes 181 15-600-60091 Metal Building – Structural – Structural Sections and Details 182 15-600-60092 Metal Building – Layout – Floor Plan and Notes 183 15-600-60093 Metal Building – Layout – Building Elevations 184 15-600-60094 Metal Building – Layout - Roof Plan and Interior Section 185 15-600-60100 Control Building – Plans, Notes and Sections

Revised 52 00 00 - 8

Table 52 00 00A - List of Drawings Sheet No.

Drawing No. Title

Information Drawings:

186 1 General Maps 187 4 General Plan 188 5-1 St. Mary Diversion and Headworks – Sheet 1 Of 2 – Profile and Elevations 189 5-2 St. Mary Diversion and Headworks – Sheet 2 Of 2 - Profile and Elevations 190 6-1 St. Mary Diversion and Headworks – Sheet 1 Of 2 – Detail

Sections 191 6-2 St. Mary Diversion and Headworks – Sheet 2 Of 2 – Detail

Sections 192 _ Elevation Of Highway Bridge Bent 193 15-612-3587-1 Saint Mary Diversion and Headworks – Sheet 1 Of 3 -

General Plan 194 15-612-3587-2 Saint Mary Diversion and Headworks – Sheet 2 Of 3 –

Profile and Elevations 195 15-612-3587-3 Saint Mary Diversion and Headworks – Sheet 3 Of 3 –

Detail Sections 196 15-612-3588-1 Saint Mary Storage – Saint Mary Canal – Sheet 1 Of 2 –

Headworks 197 15-615-3588-2 Saint Mary Storage – Saint Mary Canal – Sheet 2 Of 2 –

Headworks Standard Drawings:

198 40-D-4334 Electrical Installation – Typical Grounding Details 199 40-D-5017 Transmission Lines – Fence Grounding Hardware 200 40-D-5249 Standard Design – Construction Joint Keys 201 40-D-5599 Small Equipment Foundations 202 40-D-6032 Induction Motors – Design and Nameplate Data to be

Furnished by the Contractor 203 40-D-6234 Standard Nameplates 204 40-D-6317 Installation Details – Concrete Rings - "FD" and "GRF"

Boxes 205 40-D-6376 Fencing within Right of Way – Typical Grounding Details 206 40-D-6463 PVC Waterstops 207 40-D-7016 Chain Link Fencing – Chain Link Fencing Requirements -

Soil Installation 208 40-D-7102 Government Drawing Format – Drawing Border, Sample

Title Block and Signature Lines 209 40-D-60002 Typical Guard Posts - Non-Security Application 210 40-D-60003 Concrete Outline and Reinforcement – General Notes for

Concrete Outline and Reinforcement

Revised 52 00 00 - 9

Table 52 00 00A - List of Drawings Sheet No.

Drawing No. Title

211 40-D-60004 Concrete Outline and Reinforcement – Minimum Requirements for Detailing Reinforcement

212 104-D-757 Pumping Plant Electrical Installations – Designations and Symbols

213 104-D-1150 Major Power/Pumping Plants Electrical Installation – Device Designations and Symbols to be used on Single-Line and Schematic Diagrams

214 104-D-1165 Typical Powerplant/Pumping Plant Electrical Installation – Main Control Board CSA - Panel 7R Wiring Diagram

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

Digits:

1 186

4 187

5-1 188

5-2 189

6-1 190

6-2 191

No Number 192

15-D-

15-D-60040 1

15-D-60041 2

15-D-60042 3

15-D-60043 4

15-D-60044 5

15-D-60045 6

15-D-60046 22

Revised 52 00 00 - 10

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-D-60047 23

15-D-60048 24

15-D-60049 25

15-D-60050 26

15-D-60051 27

15-D-60052 28

15-D-60053 29

15-D-60054 30

15-D-60055 31

15-D-60058 32

15-D-60059 33

15-D-60060 34

15-D-60061 35

15-D-60062 36

15-D-60063 37

15-D-60064 38

15-D-60065 39

15-D-60066 40

15-D-60067 41

15-D-60068 42

15-D-60069 43

15-D-60070 44

15-D-60071 45

15-D-60072 46

15-D-60073 47

15-D-60074 48

Revised 52 00 00 - 11

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-D-60075 49

15-D-60076 50

15-D-60077 51

15-D-60078 52

15-D-60079 53

15-D-60080 54

15-D-60081 55

15-D-60082 56

15-D-60083 57

15-D-60084 58

15-D-60085 59

15-D-60086 60

15-D-60087 61

15-D-60088 62

15-D-60089 63

15-D-60090 64

15-D-60091 65

15-D-60092 66

15-D-60093 67

15-D-60094 68

15-D-60095 69

15-D-60096 70

15-D-60097 71

15-D-60098 72

15-D-60099 73

15-D-60100 74

Revised 52 00 00 - 12

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-D-60101 75

15-D-60102 76

15-D-60103 77

15-D-60104 78

15-D-60105 79

15-D-60106 80

15-D-60107 81

15-D-60108 82

15-D-60109 83

15-D-60110 84

15-D-60118 85

15-D-60119 86

15-D-60120 87

15-D-60121 88

15-D-60122 89

15-D-60123 90

15-D-60124 91

15-D-60125 92

15-D-60126 93

15-D-60127 94

15-D-60128 95

15-D-60129 96

15-D-60130 97

15-D-60131 98

15-D-60132 99

15-D-60133 100

Revised 52 00 00 - 13

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-D-60134 101

15-D-60135 102

15-D-60136 103

15-D-60137 104

15-D-60138 105

15-D-60139 106

15-D-60140 107

15-D-60141 108

15-D-60142 109

15-D-60143 110

15-D-60144 111

15-D-60145 112

15-D-60146 113

15-D-60147 114

15-D-60148 115

15-D-60149 116

15-D-60150 117

15-D-60151 118

15-D-60152 119

15-D-60153 120

15-D-60154 121

15-D-60155 122

15-D-60156 123

15-D-60157 124

15-D-60158 125

15-D-60159 126

Revised 52 00 00 - 14

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-D-60160 127

15-D-60161 128

15-D-60162 129

15-D-60163 130

15-D-60164 131

15-D-60165 132

15-D-60166 133

15-D-60167 134

15-D-60168 135

15-D-60169 136

15-D-60170 137

15-D-60171 138

15-D-60172 139

15-D-60173 140

15-D-60174 141

15-D-60175 142

15-D-60176 143

15-D-60177 144

15-D-60178 145

15-D-60179 146

15-D-60180 147

15-D-60181 148

15-D-60182 149

15-D-60183 150

15-D-60187 151

15-D-60188 152

Revised 52 00 00 - 15

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-D-60189 153

15-D-60190 154

15-D-60191 155

15-D-60192 156

15-D-60193 157

15-D-60194 158

15-D-60195 159

15-D-60197 160

15-D-60198 161

15-D-60199 162

15-D-60200 163

15-D-60201 164

15-D-60202 165

15-D-60203 166

15-D-60204 167

15-D-60205 168

15-D-60206 169

15-D-60207 170

15-D-60208 171

15-D-60210 172

15-D-60211 173

15-600-

15-600-60080 174

15-600-60081 175

15-600-60082 176

15-600-60083 177

Revised 52 00 00 - 16

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-600-60084 178

15-600-60085 179

15-600-60090 180

15-600-60091 181

15-600-60092 182

15-600-60093 183

15-600-60094 184

15-600-60100 185

15-612-

15-612-3587-1 193

15-612-3587-2 194

15-612-3587-3 195

15-612-3588-1 196

15-612-3588-2 197

15-650-

15-650-60016 7

15-650-60017 8

15-650-60018 9

15-650-60019 10

15-650-60020 11

15-650-60021 12

15-650-60022 13

15-650-60023 14

15-650-60024 15

15-650-60025 16

15-650-60026 17

Revised 52 00 00 - 17

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

15-650-60027 18

15-650-60028 19

15-650-60029 20

15-650-60030 21

40-D-

40-D-4334 198

40-D-5017 199

40-D-5249 200

40-D-5599 201

40-D-6032 202

40-D-6234 203

40-D-6317 204

40-D-6376 205

40-D-6463 206

40-D-7016 207

40-D-7102 208

40-D-60002 209

40-D-60003 210

40-D-60004 211

104-D-

104-D-757 212

104-D-1150 213

104-D-1165 214

END OF SECTION

FISH SCREEN

STAINLESS STEEL - 304, 304L, 316, 316L

62 REQUIRED

ISOMETRIC

SECTION Q

DETAIL 8

SECTION P SECTION R

SECTION N

1 2 3 4 5

D

C

B

A

D

C

B

A

54321

SHEET 7

15-D-60138

FISH SCREEN STRUCTURE

DENVER, CO 2023-06-07

APPROVED

TECH APPR. A. Lewis, PE A. Lewis, PE

CHECKED

T. Killingsworth

DRAWN

E. Paquette

DESIGNED

E. Paquette

DETAILS - PART -

SECTIONS

ST

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RI

VE

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PR

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CT

BU

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AU

O F

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CL

AM

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N

U S

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EP

AR

TM

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O F

IN

TE

RI

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AL

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AY

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IN

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SA

FE

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CA

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AL

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R. Stephen, PE Mechanical Structures Group ManagerADMIN. APPROVAL -

D

AM

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Q Q

Detail 8

P

P

R

R

N

N Vee/Wedge/Profile wire not shown

4' 1'

-9

R1"

4"

1" THRU

4'-87 8"

3' -1

11 4"

3x 8 x 3'-11

4" Bar

3x 8 x 3'-11

4" Bar

3x 8 Bar

4" Plate

1' -5

11 16

1' -9

3"

3 8"

30°

4" 1'

-8

1' -8

Symmetric about CL.

3X 2-13 UNC-2A x 2

2" stainless steel stud for Part 26

2'-2 7 16"

NOTES

A. Return all fillet welds.

B. All joints, unless otherwise notes, shall be seal welded, whenever possible, to exclude water.

C. Welds apply to all members of similar identification.

R1 2"

5' -1

015 16

1'-11 7 16"

3/16

Symmetric about CL.

3" 1'-11 7 16"

G

3/16

3/16

1/8

3/16 3/16

1/8 1/8

.125 Fish screen face

1/

/2

D U pd at ed fi sh s cr ee n su pp or t fr am e.

8/

8/

E.

Pa qu et te

PE

D

U pd at ed fl at ne ss to le ra nc e ca llo ut o n fis h sc re en fa ce

RE

V

D

AT

E N

AM

E, PR

O

F.

AB

BR

ST

A

D

ES

CR

IP

TI

O

N

2x 4x 4'-8

8" Bar

Vee/Wedge/Profile wire with 1.75mm slot openings with at least 40 percent open area, see specifications

3x 8 x 4'-8

8" Bar

1/8 1/8

23 8"

TY

P

1" MAX

Welding of Vee/Wedge/Profile shape wire to support rods or shapes and support bars shall be the manufacturer's standard process

Support rods or shapes per manufacturer recommendation

4x

8 Bar

4x1

4 Bar

Vee/Wedge/Profile wire not shown for clarity

D ig ita lly s ig ne d by A

LL

IS

O N

LE

W

IS

D at e:

4.

.3

:5

4:

-0 7'

Amendment No. 0005 Solicitation No. 140R6024R0002

Remaining Q&A – Page 1 of 1

ST. MARY CANAL DIVERSION WORKS

DAM REPLACEMENT AND FISH MODIFICATIONS

MILK RIVER PROJECT, MONTANA

Contractor Questions and Bureau of Reclamation (BOR) Responses

1. Drawing 15-D-60138: The support bars in the screens are shown as 3/8" x 2" flatbar on

2-3/8" centers running with the wire. Standard design would be to run 1/4" thick bars perpendicular to the wire allowing for stronger construction and it will support the screen horizontally across the opening in the structure. This will also allow the frame to be constructed as drawn. As it stands, the area between the first and last support bar cannot be accessed to weld the assembly together. Is it acceptable to run the bars perpendicular to the wires?

a. Refer to revised drawing 15-D-60138 for updated details.

2. Drawing 15-D-60138: The support bars are shown to have (15) 3/4" diameter thru holes per bar. This adds unnecessary labor to the screens, increasing the cost. Is it acceptable to supply the bars without the holes?

3. Drawing 15-D-60138: The screen supports are shown to measure .070" x .100". Our supports measure .118" x .145" (before being welded to the wedge wire), is this acceptable?

End of Q&A