140R2022B0002_Amendment_0002_0002.pdf

(x)

140R2022B0002 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

Sacramento CA 95825-1898 2800 Cottage Way, Room E-1815

R20

Division of Acquisition Services Regional Office Mid-Pacific Region Bureau of Reclamation

140R2022B000205/24/20220002

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

05/16/2022

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.)

A. Title: Truckee Canal - Canal Lining STA. 650+00 to 838+00 and, Bango Check Modification and Fernley Check Replacement

B. Purpose: The purpose of this amendment is to clarify some ambiguity in a section of the specifications and supporting drawings.

C. Description: This amendment revises and replaces the following named specification sections and drawings:

1. Section 31 23 39 - Disposal of Excavated Materials is replaced with 31 23 39 - Disposal of Excavated Materials - REV - 1.

2. Section 52 00 00 - Drawings is replaced with 52 00 00 - Drawings - REV - 1

3. Drawing 29-D-60116 is replaced with 29-D-60116-REV-1

4. Drawing 29-D-60201 is replaced with 29-D-60201-REV-1

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)

Erik M. Danger

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 .

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement Truckee Division Newlands Project, Nevada Specifications No.

Disposal of Excavated Materials

31 23 39 - 1

SECTION 31 23 39

DISPOSAL OF EXCAVATED MATERIALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost of disposal of excavated materials in prices offered in Price

Schedules for Excavation for Canal Lining and Excavation for Roads and Structures.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 DISPOSAL OF EXCAVATED MATERIALS

A. Waste material from required excavation which is not suitable or required for backfill, embankment, or topsoil.

B. Deposit waste excavated material in waste banks on rights-of-way controlled by the Government.

C. Wasted excavated materials shall be placed in the Contractor's Use Area #10, as shown on drawings, or as determined by the COR.

D. Do not place waste material in wetlands or within 12 feet of drainage channels.

E. Place waste banks so they will not:

1. Impede or alter natural flow of streams or cross drainage.

2. Interfere with operation of the canal.

3. Restrict accessibility of completed structures.

4. Detract from appearance of completed project.

F. Do not waste material by dumping from top of slope.

G. Grade waste banks to reasonably even and uniform surfaces that blend with natural terrain.

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

Disposal of Excavated Materials

31 23 39 - 2

1. Minimum slope: 2 percent.

2. Maximum slope: 3H:1V.

H. Leave surface in a condition that will facilitate natural revegetation.

END OF SECTION

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

Drawings

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 Government 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 Government 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.

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

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 29-D-60116- REV-1 Vicinity Map, Notes, and Key

2 29-D-60201- REV-1 Staging Areas – Contractor Use Areas

3 29-D-60166 Bango Check Structire Site Plan and Typical Access Road Sections – Plan and Sections

4 29-D-60167 Bango Check Structure Site Plan and Typical Access Road Sections – Plan and Profile

Demolition:

5 29-D-60168 Bango Check Structure Demolition – Plan and Section

Civil:

6 29-D-60119 Plan and Profile - Sta. 650+00 To Sta. 660+00

7 29-D-60120 Plan and Profile - Sta. 660+00 To Sta. 670+00

8 29-D-60121 Plan and Profile - Sta. 670+00 To Sta. 680+00

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 3

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

9 29-D-60122 Plan and Profile - Sta. 680+00 To Sta. 690+0

10 29-D-60123 Plan and Profile - Sta. 690+00 To Sta. 700+00

11 29-D-60124 Plan and Profile - Sta. 700+00 To Sta. 708+00

12 29-D-60125 Plan and Profile - Sta. 708+00 To Sta. 718+00

13 29-D-60126 Plan and Profile - Sta. 718+00 To Sta. 728+00

14 29-D-60127 Plan and Profile - Sta. 728+00 To Sta. 738+00

15 29-D-60128 Plan and Profile - Sta. 738+00 To Sta. 743+00

16 29-D-60129 Plan and Profile - Sta. 743+00 To Sta. 753+00

17 29-D-60130 Plan and Profile - Sta. 753+00 To Sta. 763+00

18 29-D-60131 Plan and Profile - Sta. 763+00 To Sta. 773+00

19 29-D-60132 Plan and Profile - Sta. 773+00 To Sta. 783+00

20 29-D-60133 Plan and Profile - Sta. 783+00 To Sta. 793+00

21 29-D-60134 Plan and Profile - Sta. 793+00 To Sta. 803+00

22 29-D-60135 Plan and Profile - Sta. 803+00 To Sta. 813+00

23 29-D-60139 Plan and Profile - Sta. 813+00 To Sta. 823+00

24 29-D-60140 Plan and Profile - Sta. 823+00 To Sta. 833+00

25 29-D-60141 Plan and Profile - Sta. 833+00 To Sta. 838+00

26 29-D-60161 Turnout Structures and Others – Typical Sections and Details

27 29-D-60162 Canal Hydraulic Properties - Typical Sections and Details

28 29-D-60163 Typical Canal Tables and Joint Details – Elevations, Excavation, and Joints

29 29-D-60164 Typical Riprap Section – Partial Plan, Typical Section, and Detail

30 29-D-60165 Pour Point 8 Hardening – Plan and Section

Structural:

31 29-D-60002 Existing Conditions and Demolition Plan

32 29-D-60199 Site – 3D Isometric

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 4

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

33 29-D-60006 Site Grading – Plan and Sections

34 29-D-60014 Design Criteria, General Notes, and Symbols

35 29-D-60015 General Arrangement – Plan – Operating Deck – El. “C”

36 29-D-60016 General Arrangement – Transverse Section

37 29-D-60017 General Arrangement – Logitudinal – Section and Details

38 29-D-60169 Corbel Concrete Outline – Plan and Section

39 29-D-60170 Corbel Reinforcement – Section And Details

40 29-D-60171 Bango Check Structure Conceptual Radial Gates - Installation - Layout

41 29-D-60172 Bango Check Structure Conceptual Radial Gates - Gate Details

42 29-D-60018 Architectural - Partial Site Plan

43 29-D-60173 Control Building - Architectural - Plans, Notes, Legend, Abbreviations, And Code Summary

44 29-D-60174 Control Building - Architectural - Elevations And Section

45 29-D-60175 Control Building - Architectural - Details And Schedules

46 29-D-60176 Control Building - Structural Design Data - General

47 29-D-60177 Control Building - Concrete Outline And Reinforcement Design

- Floor Plan

48 29-D-60178 Control Building - Concrete Outline And Reinforcement Design

- Sections And Detail

49 29-D-60179 Control Building - Concrete Outline And Reinforcement Design

- Roof Plan, Sections and Detail

50 29-D-60180 Control Building - Masonry Design - Floor Plan And Typical Details

51 29-D-60181 Control Building - Masonry Design – Sections

52 29-D-60023 Outline and Reinforcmenet Design – Plan – Operating Deck – El “C”

53 29-D-60024 Outline and Reinforcmenet Design – Sections and Details – Sheet 1 of 3

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 5

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

54 29-D-60025 Outline and Reinforcement Design – Sections and Details – Sheet 2 of 3

55 29-D-60026 Outline and Reinforcement Design – Sheet 3 of 3

Mechanical:

56 29-D-60182 Bulkhead Gate – Installation – List of Parts

57 29-D-60183 Bulkhead Gate – Details – Parts - Sections

58 29-D-60184 Bulkhead Gate – Sections and Views

59 29-D-60185 Bulkhead Gate – Parts

60 29-D-60192 Radial Gate Hoist - Installation

61 29-D-60193 Radial Gate – Galvanic Anode – Cathodic Protection System

62 29-D-60207 Fernley Check Structure Conceptual Radial Gates – Installation

- Layout

63 29-D-60208 Fernley Check Structure Conceptual Radial Gates – Gate Details

64 20-D-60032 Bulkhead Gate Guides and Seats – Plan – Installation – Sections

– Sheet 1 of 2

65 20-D-60033 Bulkhead Gate Guides and Seats – Parts – Sections – Sheet 2 of 2

66 20-D-60034 Bulkhead Gates – Installation – Assembly – List of Parts – Sheet 1 of 3

67 20-D-60035 Bulkhead Gates – Bulkhead Gate – Details – Sections – Sheet 2 of 3

68 20-D-60036 Bulkhead Gates – Parts – Details – Sections – Sheet 3 of 3

Metalwork:

69 29-D-60194 Miscellaneous Metalwork – Bango Check Structure Guardrail – Plan and Sections

70 29-D-60195 Miscellaneous Metalwork - Safety Ladder – Sections and Details

71 29-D-60196 Miscellaneous Metalwork – Bango Check Structure Guardrail – Sections and Details

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 6

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

72 29-D-60197 Miscellaneous Metalwork – Typical Safety Safety Cable Installation – Plan, Section, and Details

73 29-D-60198 Miscellaneous Metalwork- Installation List – Safety Ladders and Safety Cable Locations

74 29-D-60011 Miscellaneous Metalwork – Access Walkways – Plans and Sections

75 29-D-60012 Miscellaneous Metalwork – Walkways Along Pier – Plans, Sections, and Details

76 29-D-60013 Miscellaneous Metalwork – Partial Plan – Sections and Details

77 29-D-60028 Miscellaneous Metalwork – Stairs and Walkways - Plan

78 29-D-60029 Miscellaneous Metalwork – Pipe Guardrails - Sections

79 29-D-60030 Miscellaneous Metalwork – Pipe Guardrails – Sections and Details

80 29-D-60031 Miscellaneous Metalwork – Stairs and Gate with Overhangs – Plan, Sections, and Details

Electrical:

81 29-D-60187 Fernley Check Structure – Plan View – Site

82 29-D-60188 Fernley Electrical Installation – Singe Line Diagram

83 29-D-60189 Bango Check Structure – Plan View – Site

84 29-D-60190 Bango Electrical Installation - Single Line Diagram

Information Drawings:

85 29-OA-235-82 Newland Project – Truckee Canal Bango Check – Sheet 1 of 2

86 29-OA-235-83 Newland Project – Truckee Canal Bango Check – Sheet 2 of 2

87 616-8 Truckee Canal Takeout Structure with ADS Pipe Cast In Place – Sheet 1 of 6

88 616-8 Truckee Canal Takeout Structure with ADS Pipe Cast In Place – Sheet 2 of 6

89 616-8 Truckee Canal Takeout Structure with ADS Pipe Cast In Place – Sheet 3 of 6

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 7

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

90 616-8 Truckee Canal Takeout Structure with ADS Pipe Cast In Place – Sheet 4 of 6

91 616-8 Truckee Canal Takeout Structure with ADS Pipe Cast In Place – Sheet 5 of 6

92 616-8 Truckee Canal Takeout Structure with ADS Pipe Cast In Place – Sheet 6 of 6

93 1659 Main Lower Truckee Canal – Cross Sections of Canal

94 C-35 Figure B-01 – Biologic and Human Resources – September 2020

95 C-36 Figure B-02 – Biologic and Human Resources – September 2020

96 C-37 Figure B-03 – Biologic and Human Resources – September 2020

97 C-38 Figure B-04 – Biologic and Human Resources – September 2020

98 C-39 Figure B-05 – Biologic and Human Resources – September 2020

99 C-40 Figure B-06 – Biologic and Human Resources – September 2020

100 C-41 Figure B-07 – Biologic and Human Resources – September 2020

101 C-42 Figure B-08 – Biologic and Human Resources – September 2020

102 C-43 Figure B-09 – Biologic and Human Resources – September 2020

103 C-44 Figure B-10 – Biologic and Human Resources – September 2020

104 C-45 Figure B-11 – Biologic and Human Resources – September 2020

105 C-46 Figure B-12 – Biologic and Human Resources – September 2020

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 8

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

106 C-47 Figure B-13 – Biologic and Human Resources – September 2020

107 C-48 Figure B-14 – Biologic and Human Resources – September 2020

108 C-49 Figure B-15 – Biologic and Human Resources – September 2020

109 C-50 Figure B-16 – Biologic and Human Resources – September 2020

110 C-51 Figure B-17 – Biologic and Human Resources – September 2020

111 C-52 Figure B-18 – Biologic and Human Resources – September 2020

112 C-53 Figure B-19 – Biologic and Human Resources – September 2020

113 C-54 Figure B-20 – Biologic and Human Resources – September 2020

114 C-55 Figure B-21 – Biologic and Human Resources – September 2020

115 C-56 Figure B-22 – Biologic and Human Resources – September 2020

Standard Drawings:

116 40-D-5599 Standard Design - Small Equipment Foundations

117 40-D-7016 Chain Link Fence – Chain Link Fencing Requirements – Soil Installation

118 40-D-7102 Standard and Typical Designs – Government Drawing Format – Drawing Border, Sample Title Block, and Signature Lines

119 40-D-60003 General Notes For Concrete Outline And Reinforcement – Sheet

120 40-D-60004 Minimum Requirements For Detailing Reinforcement – Sheet

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 9

Table 52 00 00A - List of Drawings

Sheet No.

Drawing No. Title

121 104-D-757 Pumping Plant – Electrical Installations – Designations and Symbols

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 10

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

29-D-

29-D-60002 31

29-D-60006 33

29-D-60011 74

29-D-60012 75

29-D-60013 76

29-D-60014 34

29-D-60015 35

29-D-60016 36

29-D-60017 37

29-D-60018 42

29-D-60023 52

29-D-60024 53

29-D-60025 54

29-D-60026 55

29-D-60028 77

29-D-60029 78

29-D-60030 79

29-D-60031 80

29-D-60032 64

29-D-60033 65

29-D-60034 66

29-D-60035 67

29-D-60036 68

29-D-60116-REV-1 1

29-D-60201-REV-1 2

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 11

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

29-D-60119 6

29-D-60120 7

29-D-60121 8

29-D-60122 9

29-D-60123 10

29-D-60124 11

29-D-60125 12

29-D-60126 13

29-D-60127 14

29-D-60128 15

29-D-60129 16

29-D-60130 17

29-D-60131 18

29-D-60132 19

29-D-60133 20

29-D-60134 21

29-D-60135 22

29-D-60139 23

29-D-60140 24

29-D-60141 25

29-D-60161 26

29-D-60162 27

29-D-60163 28

29-D-60164 29

29-D-60165 30

29-D-60166 3

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 12

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

29-D-60167 4

29-D-60168 5

29-D-60169 38

29-D-60170 39

29-D-60171 40

29-D-60172 41

29-D-60173 43

29-D-60174 44

29-D-60175 45

29-D-60176 46

29-D-60177 47

29-D-60178 48

29-D-60179 49

29-D-60180 50

29-D-60181 51

29-D-60182 56

29-D-60183 57

29-D-60184 58

29-D-60185 59

29-D-60187 81

29-D-60188 82

29-D-60189 83

29-D-60190 84

26-D-60192 60

26-D-60193 61

29-D-60194 69

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 13

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

29-D-60195 70

29-D-60196 71

29-D-60197 72

29-D-60198 73

29-D-60199 32

29-D-60201 2

29-D-60207 62

29-D-60208 63

29-OA-235-

29-OA-235-82 85

29-OA-235-83 86

616-8

616-8 Sheet 1 of 6 87

616-8 Sheet 2 of 6 88

616-8 Sheet 3 of 6 89

616-8 Sheet 4 of 6 90

616-8 Sheet 5 of 6 91

616-8 Sheet 6 of 6 92

1659 93

C-

C-35 94

C-36 95

C-37 96

C-38 97

C-39 98

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 14

Table 52 00 00B - Drawings in Numerical Order

Drawing No. Sheet No.

C-40 99

C-41 100

C-42 101

C-43 102

C-44 103

C-45 104

C-46 105

C-47 106

C-48 107

C-49 108

C-50 109

C-51 110

C-52 111

C-53 112

C-54 113

C-55 114

C-56 115

40-D-

40-D-5599 116

40-D-7016 117

40-D-7102 118

40-D-60003 119

40-D-60004 120

104-D-

104-D-757 121

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 15

END OF SECTION

Truckee Canal - Canal Lining Sta. 650+00 to 838+00 – Bango Ck Modification and Fernley Ck Replacement

52 00 00 - 16

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NevadaNevada

CALIFORNIA

IDAHOOREGON

ARIZONA

UTAH

NEVADA

End of concrete lining 838+00.00

Start of concrete lining 650+00.00

Start of Truckee Canal 10+00.00

End Truckee Canal 1652+03.67

Survey Control Point TC-2

Survey Control Point TC-5/Fernley Check

Survey Control Point TC-T13

Survey Control Point TC-6/7 at Anderson Check

Survey Control Point TC-9

Survey Control Point TC-T10 at Allendale Check

Survey Control Point TC-1

SURVEY CONTROL POINTS

TABLE

Point Name

TC-1

TC-T10 at Allendale Check

TC-2

TC-5/Fernley Check

TC-T13

TC-6/7 at Anderson Check

TC-9

Station

554+00.00

618+00.00

644+00.00

706+22.00

805+70.00

861+00.00

984+26.00

Northing

14894632.06

14882370.14

14888052.96

14886696.86

14881973.58

14883052.61

14882373.83

Easting

2426945.94

2471288.85

2432699.82

2437813.51

2445745.22

2451113.79

2463048.98

Elevation

4197.01

4191.02

4197.99

4196.21

4194.60

4194.60

4192.19

LOCATION MAP

Project location

Lyon County

0' 30000'15000'

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

DOUGLAS RICHARDS

MATT GEMPERLINE

MICHELLE NORRIS

Lorberau, Jeremy M P.E.

Norris, Michelle L P.E.

Civil Engineer

SHEET

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TITLE SHEET

VICINITY MAP, NOTES

AND KEY MAP

DENVER, CO

29-D-60116

2022-02-25

Project location

SITE MAP

0' 6000'3000'

GENERAL NOTES

1. Canal areas not in concrete-lined zones are earthen-lined.

2. Stations are approximate and may vary as directed by COR. Local stationing varies from design stationing shown on drawings.

3. Contractor to field locate all utilities prior to work, including location, depth, diameter, minimum clearances, and other relevant details.

4. Coordinates shown are based on Nevada State Plane Coordinate System

West Zone, US Survey Feet. Horizontal Datum: NAD83, Vertical Datum:

NAVD 1988.

5. CAUTION: Call Nevada One Call 811 before you dig.

6. The survey control point basis of elevation is USC&GS Benchmark D 441.

Published elevation is 4,169.16 feet.

7. Construction limits shall be 100.0' Typ., unless otherwise noted or directed by COR.

8. Special excavation required within 25.0' of utilities, see Specifications.

ABBREVIATIONS

Cl. - Center line CPT - Cone penetrometer test CR - County road D/S - Downstream El. - Elevation FT - Feet Min. - Minimum OH - Overhead OL - Observation well PC - Point of curvature PI - Point of intersection PP8 - Pour point 8 PT - Point of tangency RTE - Route SPT - Standard penetration test t - Thickness TD - Total depth or target depth TP - Test pit Typ. - Typical U/S - Upstream WSEL - Water surface evelation

W

G

S

Cl. canal Construction limits Natural gas pipeline Overhead powerline Sewerline Overhead line Waterline AT&T line

LINETYPES

Truckee River

Lahontan reservior

Fernley

Truckee Canal

F

FLOW

LEGEND

Q - Flow rate B - Invert width Dn - Normal water depth FB - Bank freeboard FL - Lining freeboard S - Invert slope n - Manning's roughness factor V - Velocity R - Hydraulic radius CFS - Cubic feet per second

Derby Dam

Bango check structure

Contractor use area #1

Contractor use area #2

Contractor use area #3

Contractor use area #4

Contractor use area #5

Contractor use area #6

Contractor use area #7

Contractor use area #8

Contractor use area #9

KEY MAP

Not to scale

SURVEY CONTROL POINTS

Truckee Canal

Contractor use area #10

RE

V

NO 1

-0

5-

D

N or ri s, M ic he lle

L P

.E

A D

D

IT

IO

N

O F

C O

N

TR

A C

TO

R U

S E

A R

EA

A N

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F O

R T

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A R

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R el ea se d

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

Contractor Use Area #01 Point #

Northing

14885971.91

14885966.83

14885267.34

14885174.80

14885003.79

14884948.04

14885851.04

Easting

2438911.77

2438623.56

2438678.34

2438726.66

2438899.49

2439108.48

2439100.04

Contractor Use Area #02 Point #

Northing

14882703.50

14882912.87

14882839.85

14882821.60

14882625.62

14882613.58

14882612.50

14882627.98

14882673.24

14882716.82

14882728.53

14882715.87

Easting

2451389.77

2451137.74

2451139.99

2451193.62

2451205.61

2451248.47

2451308.20

2451339.92

2451366.84

2451419.39

2451478.90

2452052.37

Contractor Use Area #03 Point #

Northing

14882879.79

14882601.54

14882577.21

14882917.26

14882903.06

Easting

2459123.83

2459125.02

2460469.78

2460467.80

2459249.70

Contractor Use Area #04 Point #

Northing

14882332.05

14882131.50

14881710.03

14881961.63

Easting

2471003.34

2470847.84

2471580.34

2471723.15

Contractor Use Area #05 Point #

Northing

14881282.63

14880192.43

14880197.91

14881181.76

Easting

2474116.57

2474100.24

2475800.21

2475782.88

Contractor Use Area #06 Point #

Northing

14868486.73

14868505.91

14867554.94

14867513.04

14867827.76

Easting

2485123.83

2484378.03

2484362.27

2485675.29

2485680.42

Contractor Use Area #07 Point #

Northing

14868479.85

14868472.14

14868131.85

Easting

2485391.44

2485690.91

2485685.37

Contractor Use Area #08 Point #

Northing

14866613.09

14866608.80

14866636.66

14867407.24

14867179.60

14867009.65

14866675.55

Easting

2486349.24

2486679.52

2486702.10

2486035.60

2485800.16

2485907.60

2486260.53

Contractor Use Area #09 Point #

Northing

14867532.85

14867482.33

14867225.21

14867126.05

14867411.25

14867513.88

14867554.18

14867578.35

Easting

2486535.22

2486536.11

2486668.67

2486534.89

2486294.01

2486414.25

2486406.80

2486440.07

Contractor Use Area #10 Point #

Northing

14879201.90

14879170.25

14879264.51

14879233.55

14879336.39

14879060.94

14878882.77

14878910.95

14878937.23

14878767.84

14878754.73

14878711.66

14878880.51

14879022.42

Easting

2474187.46

2474354.76

2474772.84

2474932.84

2475028.54

2475130.81

2474954.08

2474783.07

2474743.91

2474415.48

2474283.41

2474090.72

2474062.94

2474104.68

6+

0+

4+

728+00

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4+

8+

2+

205 206

4+

8+

00 95 2+

6+

304305

00401

00 11

+00

+00

+00

+00

+00

903 904

119120

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A

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B Y

D A R

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STAGING AREAS

CONTRACTOR USE

AREAS

DENVER, CO

29-D-60201

2022-04-01

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

DOUGLAS RICHARDS

MATT GEMPERLINE

MICHELLE NORRIS

Lorberau, Jeremy M P.E.

Norris, Michelle L P.E.

Civil Engineer

0 400'200'

CONTRACTOR USE AREA #1

0 400'200'

CONTRACTOR USE AREA #10

0 400'200'

Contractor Use Area #3

0 400'200'

CONTRACTOR USE AREA #4

0 600'300'

CONTRACTOR USE AREA #5

0 400'200'

CONTRACTOR USE AREA #8 AND #9

0 400'200'

CONTRACTOR USE AREA #6 AND #7 CONTRACTOR USE AREA TABLES

R

EV

N O 1

-0 5-

D

N or ri s, M ic he lle

L P

.E

A D

D

ED

C O

N

TR

A C

TO

R U

S E

A R

EA

IN

C

LU

D

ED

P O

IN

T

TA

B

LE

Note: For Contractor Use Area #10, polygon follows the alignment of an existing road. Reclamation to flag boundary before construction. Approximately 9 acres available.

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