DRAFT_00_00_02_-_Drawings104032026_1.pdf

PDF 22 MB Posted Jun 3, 2026

Attached to: NGWSP Turnout Buildings
Solicitation number: 140R4026B0002
Issued by: Department of the Interior Bureau of Reclamation

About this file

Written by GovTribe AI · Jun 3, 2026

This document is a comprehensive set of design drawings and technical specifications for the Navajo-Gallup Water Supply Project's San Juan Lateral Turnout Buildings located in New Mexico. The project encompasses seven turnout building locations (Sanostee, Newcomb, Naschitti, BBN9, Coyote Canyon, Rock Springs, and Window Rock) along with associated civil works, mechanical systems, electrical infrastructure, and piping installations. The drawings include general site plans, grading plans, architectural elevations and sections, structural design data, mechanical piping details for interior and yard systems, electrical single-line diagrams and site plans, cathodic protection system details, and piping and instrumentation diagrams (P&IDs) for each turnout facility. Civil work components include low water crossings, access roads with plan/profile/section details, and grading specifications for multiple reaches of the water supply system.

The design incorporates standardized 3-inch to 12-inch diameter turnout piping systems with varying operating pressures (123-233 psi) depending on location, precast concrete buildings with mechanical equipment rooms, flow control systems with electromagnetic flowmeters and hydraulically controlled valves, combination air valve assemblies, manual gate valves, and delivery point instrumentation. Electrical systems feature 100-ampere main distribution panels, utility-provided pole-mounted transformers with service disconnect switches, meter bases installed by contractors, typical grounding plans with buried ground electrodes and cable trenches, and MODBUS-compatible flow control valve interfaces. Structural elements include concrete aprons with reinforcement, downspout splash blocks, thrust blocks for yard piping, and concrete thrust blocks for line pipe connections. Special inspections are required for concrete construction, soils testing, wind resistance components, and cold-formed steel light-frame construction in accordance with International Building Code standards.

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NGWSP_Turnout_Buildings_Sources_Sought_-_Amendment_002_03JUNE26_3.pdf	PDF	Jun 3, 2026
Turnout_Buildings_Sources_Sought_1.pdf	PDF	Jun 3, 2026
DRAFT_00_00_01_-_Specifications_04032026_1.pdf	PDF	Jun 3, 2026
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DRAFT_00_00_02_-_Drawings__2__04032026_1.pdf	PDF	Jun 3, 2026

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Asya Mcdaniel

Sara Putnam

Sara Putnam, P.E.

Lan Nguyen, P.E.

Peer Reviewer - Plant Structures Group

DENVER, CO 2026-04-03

DRAWING INDEX

1695-D-T0001

Asya Mcdaniel

Sara Putnam

Peer Reviewer - Plant Structures Group

Sara Putnam, P.E.

Lan Nguyen, P.E.

GENERAL

PLATE DRAWING NO. CONTENT DETAILS

1 1695-D-T0001 DRAWING INDEX

2 1695-529-60481 GENERAL MAP

3 1695-529-T0004 VICINITY MAP SANOSTEE TURNOUT BUILDING

4 1695-529-T0005 VICINITY MAP NEWCOMB TURNOUT BUILDING

5 1695-529-T0006 VICINITY MAP NASCHITTI TURNOUT BUILDING

6 1695-529-T0007 VICINITY MAP BBN9 TURNOUT BUILDING

7 1695-529-T0008 VICINITY MAP COYOTE CANYON TURNOUT BUILDING

8 1695-529-T0009 VICINITY MAP ROCK SPRING TURNOUT BUILDING

9 1695-529-T0010 VICINITY MAP WINDOW ROCK TURNOUT BUILDING

10 1695-D-T0041 SPECIAL INSPECTIONS

CIVIL

PLATE DRAWING NO. CONTENT DETAIL

11 1695-D-T0049 SANOSTEE TURNOUT SITE PLAN

12 1695-D-T0050 SANOSTEE TURNOUT GRADING PLAN

13 1695-D-T0051 NEWCOMB TURNOUT EXISTING CONDITIONS & DEMOLITION PLAN

14 1695-D-T0052 NEWCOMB TURNOUT SITE PLAN

15 1695-D-T0053 NEWCOMB TURNOUT GRADING PLAN

16 1695-D-T0054 NASCHITTI TURNOUT SITE PLAN

17 1695-D-T0055 NASCHITTI TURNOUT GRADING PLAN

18 1695-D-T0056 BBN9 TURNOUT SITE PLAN

19 1695-D-T0057 BBN9 TURNOUT GRADING PLAN

20 1695-D-T0058 COYOTE CANYON TURNOUT SITE PLAN

21 1695-D-T0059 COYOTE CANYON TURNOUT GRADING PLAN

22 1695-D-T0060 ROCK SPRINGS TURNOUT SITE PLAN

23 1695-D-T0061 ROCK SPRINGS TURNOUT GRADING PLAN

24 1695-D-T0062 WINDOW ROCK TURNOUT SITE PLAN

25 1695-D-T0063 WINDOW ROCK TURNOUT GRADING PLAN

26 1695-D-T0082 COYOTE CANYON ACCESS ROAD PLAN, PROFILE, & SECTION

27 1695-D-T0083 WINDOW ROCK ACCESS ROAD PLAN, PROFILE, & SECTION

28 1695-D-T0084 WINDOW ROCK ACCESS ROAD PLAN, PROFILE, & SECTION

29 1695-D-T0085 BBN9 LOW WATER CROSSING SITE PLAN

30 1695-D-T0086 BBN9 LOW WATER CROSSING DETAILS AND SECTIONS

ARCHITECTURAL

PLATE DRAWING NO. CONTENT DETAIL

40 1695-D-T0092 TURNOUT BUILDING ARCHITECTURAL CODE SUMMARY, PLANS, ELEVATIONS,

SECTIONS

STRUCTURAL

PLATE DRAWING NO. CONTENT DETAIL

38 1695-D-T0097 TURNOUT BUILDING STRUCTURAL DESIGN DATA & GENERAL

ARRANGEMENTS

39 1695-D-T0099 YARD PIPE BURIED THRUST BLOCKS CONCRETE OUTLINE & REINFORCEMENT

DESIGN

CATHODIC PROTECTION

PLATE DRAWING NO. CONTENT DETAIL

73 1695-D-T0191 GALVANIC ANODE CATHODIC

PROTECTION SYSTEM

JOINT BOND, CABLE TRENCH, CABLE I.D.

DETAILS

74 1695-D-T0192 GALVANIC ANODE CATHODIC

PROTECTION SYSTEM

TEST STATION AND ANODE BED DETAILS

ELECTRICAL

PLATE DRAWING NO. CONTENT DETAIL

62 1695-D-T0167 ELECTRICAL INSTALLATION TYPICAL TURNOUT BUILDING SINGLE-LINE

DIAGRAM

63 1695-D-T0168 ROCK SPRINGS TURNOUT ELECTRICAL SITE PLAN

64 1695-D-T0169 WINDOW ROCK TURNOUT ELECTRICAL SITE PLAN

65 1695-D-T0170 COYOTE CANYON TURNOUT ELECTRICAL SITE PLAN

66 1695-D-T0171 BBN9 TURNOUT ELECTRICAL SITE PLAN

67 1695-D-T0172 NASCHITTI TURNOUT ELECTRICAL SITE PLAN

68 1695-D-T0173 NEWCOMB TURNOUT ELECTRICAL SITE PLAN

69 1695-D-T0174 SANOSTEE TURNOUT ELECTRICAL SITE PLAN

70 1695-D-T0176 TURNOUT BUILDING TYPICAL GROUNDING PLAN

71 1695-D-T0185 ELECTRICAL INSTALLATION CONDUIT AND EQUIPMENT SCHEDULES

72 1695-D-T0188 NETWORK OVERVIEW TURNOUT BUILDING

MECHANICAL - STEEL PIPE

PLATE DRAWING NO. CONTENT DETAIL

41 1695-D-T0132 COVER SHEET DETAILS

42 1695-D-T0133 3 INCH DIAMETER TURNOUT PIPING PLAN AND SECTION

43 1695-D-T0134 6 INCH AND 8 INCH DIAMETER

TURNOUT PIPING

PLAN AND SECTION

44 1695-D-T0135 12 INCH DIAMETER TURNOUT PIPING PLAN AND SECTION

45 1695-D-T0136 SANOSTEE YARD PIPE PLAN AND SECTION

46 1695-D-T0137 NEWCOMB YARD PIPE PLAN AND SECTION

47 1695-D-T0138 NASCHITTI YARD PIPE PLAN AND SECTION

48 1695-D-T0142 BBN9 YARD PIPE PLAN AND SECTION

49 1695-D-T0144 COYOTE CANYON YARD PIPE PLAN AND SECTION

50 1695-D-T0149 ROCK SPRINGS YARD PIPE PLAN AND SECTION

51 1695-D-T0150 WINDOW ROCK YARD PIPE PLAN AND SECTION

52 1695-D-T0151 YARD PIPE DETAILS

PIPELINE

PLATE DRAWING NO. CONTENT DETAIL

31 1695-D-T106011 LINE PIPE TURNOUT PLANS, SECTIONS AND DETAILS

32 1695-D-T106012 LINE PIPE - SECTIONALIZING VALVE

INSTALLATION

PLANS, SECTIONS AND DETAILS

33 1695-D-T106013 LINE PIPE - COLLARS DETAILS AND SECTIONS

34 1695-D-T106014 LINE PIPE - AIR VALVES WITH

MANHOLES

SECTIONS AND DETAILS

35 1695-D-T106015 LINE PIPE - MANHOLE WITH

BLOWOFF

SECTIONS AND DETAILS

36 1695-D-T106016 LINE PIPE - PRECAST CONCRETE

MANHOLES

PLANS, SECTIONS AND DETAILS

37 1695-D-T106017 PRESSURE PIPE TRENCH

INSTALLATION

DETAILS AND SECTIONS

STANDARD DRAWINGS

PLATE DRAWING NO. CONTENT DETAIL

111 40-D-4334 Electrical Standards

Electrical Standards - Typical Grounding Details

Typical Grounding Details

112 40-D-4335 Electrical Standards Typical Grounding Details 113 40-D-4753 Electrical Installation - Typical

Grounding Details - For Switchyards and Substations

114 40-D-5246 Buildings and Other Structures Method of Building Forms for Successive Lifts, Detail

115 40-D-5247 Buildings and Other Structures Joints in Concrete Structures 116 40-D-6234 Standard Nameplates 117 40-D-6551 Pressure Pipe Trench Installation Select Material 118 40-D-6552 Pressure Pipe Trench Installation Soil-Cement Slurry - 12-Inch and Larger Pipe 119 40-D-7102 Government Drawing Format Drawing Border, Sample Title Block, and

Signature Lines 120 40-D-60001 Electrical Equipment Support Sections and Detail 121 40-D-60002 Typical Guard Posts Non-Security Application 122 40-D-60003 General Notes for Concrete Outline and Reinforcement 123 40-D-60004 Minimum Requirements for Detailing

Reinforcement 124 104-D-254 Box Termination 125 104-D-757 Electrical Installations Designations and Symbols 126 104-D-1150 Electrical Installation Device Designations and Symbols to be Used on Single-Line and Schematic Diagrams 127 104-D-1165 Electrical Installation Main Control Board CSA - Panel 7R - Wiring

Diagram

INFORMATIONAL DRAWINGS

PLATE DRAWING NO. CONTENT DETAIL

75 1695-D-60119 REACH 12.1 PLAN AND PROFILE STA. 121300+00 TO STA. 121350+00

76 1695-D-60129 REACH 12.1 OUTLETS PLAN, SECTIONS AND DETAILS

77 1695-D-60150 REACHES 12.2 & 12.2 2 OR 3-INCH

AIR VALVE

PLAN, SECTION, AND DETAILS

78 1695-D-60157 REACHES 12.2 & 12.2 SECTIONIZING

VALVE INSTALLATION

PLAN, SECTIONS, AND TABLE

79 1695-D-60253 REACHES 12.1 & 12.2

SECTIONALIZING VALVE

INSTALLATIONS LAYOUT

PLAN, SECTION, AND TABLES

80 1695-D-60260 REACH 12.2 PLAN AND PROFILE STA. 122280+00 TO END

81 1695-D-60296 REACH 9 PLAN AND PROFILE STA. 90700+00 TO STA. 90750+00

82 1695-D-60309 REACH 11 PLAN AND PROFILE BEGINNING TO STA. 11100+00

83 1695-D-60322 BLOCK 9-11 MANHOLE WITH

BLOWOFF

SECTIONS, DETAILS, AND TABLES

84 1695-D-60324 BLOCK 9-11 SECTIONALIZING VALVE

INSTALLATION

PLAN, SECTIONS, AND DETAILS

TAPERS, ADAPTERS, AND COLLARS

85 1695-D-60325 BLOCK 9-11 SECTIONALIZING VALVE

INSTALLATION

TYPICAL LAYOUT

PIPING AND INSTRUMENTATION DIAGRAM

PLATE DRAWING NO. CONTENT DETAIL

53 1695-D-T0152 P&ID LEGEND

54 1695-D-T0153 P&ID SYMBOLS AND ABBREVIATIONS

55 1695-D-T0155 P&ID SANOSTEE

56 1695-D-T0156 P&ID NEWCOMB

57 1695-D-T0157 P&ID NASCHITTI

58 1695-D-T0158 P&ID BBN9

59 1695-D-T0159 P&ID COYOTE CANYON

60 1695-D-T0160 P&ID ROCK SPRINGS

61 1695-D-T0161 P&ID WINDOW ROCK

INFORMATIONAL DRAWINGS

PLATE DRAWING NO. CONTENT DETAIL

86 1695-D-60326 BLOCK 9-11 SECTIONALIZING VALVE

INSTALLATION

TAPERS, ADAPTERS, AND COLLARS

87 1695-D-60327 BLOCK 9-11 PRECAST CONCRETE

MANHOLES

DETAILS

88 1695-D-60684 REACH 4C PLAN AND PROFILE STA. 42150+00 TO END

89 1695-D-60695 REACH 6 PLAN AND PROFILE STA. 6500+00 TO END

90 1695-D-60713 REACH 8 PLAN AND PROFILE STA. 8400+00 TO END

91 1695-D-60720 BLOCK 4C - 8 AIR VALVES DATA TABLES

92 1695-D-60722 BLOCK 4C - 8 AIR VALVES WITH

MANHOLES

SECTIONS AND DETAILS

93 1695-D-60724 BLOCK 4C - 8 MANHOLE WITH

BLOWOFF

SECTIONS, DETAILS, AND TABLES

94 1695-D-60727 BLOCK 4C - 8 TAPERS, ADAPTERS

AND COLLARS

DETAILS, SECTIONS, AND DATA TABLES

95 1695-D-60728 BLOCK 4C - 8 TYPICAL TURNOUT PLAN, SECTIONS AND DETAILS

96 1695-D-60731 BLOCK 4C - 8 PRECAST CONCRETE

MANHOLES

PLAN, SECTIONS AND DETAILS

97 085-N-1110 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

SANOSTEE TURNOUT NIP LAYOUT

98 085-N-1111 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

SANOSTEE TURNOUT NIP POWER

DISTRIBUTION

99 085-N-1115 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

NEWCOMB TURNOUT NIP LAYOUT

100 085-N-1116 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

NEWCOMB TURNOUT NIP POWER

DISTRIBUTION

101 085-N-1120 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

NASCHITTI TURNOUT NIP LAYOUT

102 085-N-1121 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

NASCHITTI TURNOUT NIP POWER

DISTRIBUTION

103 085-N-1125 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

BBN9 TURNOUT NIP LAYOUT

104 085-N-1126 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

BBN9 TURNOUT NIP POWER DISTRIBUTION

105 085-N-1130 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

COYOTE CANYON TURNOUT NIP LAYOUT

106 085-N-1131 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

COYOTE CANYON TURNOUT NIP POWER

DISTRIBUTION

107 085-N-1135 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

ROCK SPRINGS TURNOUT NIP LAYOUT

108 085-N-1136 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

ROCK SPRINGS TURNOUT NIP POWER

DISTRIBUTION

109 085-N-1150 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

WINDOW ROCK TURNOUT NIP LAYOUT

110 085-N-1151 SAN JUAN LATERAL WATER

TREATMENT PLANT- I&C

WINDOW ROCK TURNOUT NIP POWER

DISTRIBUTION

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Pumping Plant No. 2(c)

14.3a Pumping Plant (284gpm)

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14.2 Pumping Plant

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14.7a Pumping Plant

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1695-529-60481

DESIGNED

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D. Thornburg

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1695-529-T0004

2026-01-16

DESIGNED

DRAWN

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TECH. APPR.

APPROVED

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£TT£

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AREEB HOSSAIN

Deputy Construction Engineer

LEGEND

SANOSTEE TURNOUT BUILDING - LOCATION MAP

0.10 miles east from Indian Service Rt 34 and Hwy 491 intersection (SECTION 2, TOWNSHIP 25N, RANGE 18W)

AutoCAD SHX Text San Juan

AutoCAD SHX Text McKinley

AutoCAD SHX Text

COLORADO

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AutoCAD SHX Text

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AutoCAD SHX Text Taos

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AutoCAD SHX Text Santa Fe

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1695-529-T0005

2026-01-16

DESIGNED

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TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

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AREEB HOSSAIN

Deputy Construction Engineer

LEGEND

NEWCOMB TURNOUT BUILDING - LOCATION MAP

0.11 miles east from Indian Service Rt 5022 and Hwy 491 intersection (SECTION 25, TOWNSHIP 24N, RANGE 18W)

AutoCAD SHX Text San Juan

AutoCAD SHX Text McKinley

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

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AutoCAD SHX Text

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AutoCAD SHX Text Los Alamos

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1695-529-T0006

2026-01-16

DESIGNED

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APPROVED

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£TT£

£AT£

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AREEB HOSSAIN

Tihami, Moncef N P.E.

Gladden, Ryan L P.E.

Deputy Construction Engineer

LEGEND

NASCHITTI TURNOUT BUILDING - LOCATION MAP

0.19 miles east from Indian Service Rt 69 and Hwy 491 intersection (SECTION 5, TOWNSHIP 21N, RANGE 17W)

AutoCAD SHX Text San Juan

AutoCAD SHX Text McKinley

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

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AutoCAD SHX Text Bernalillo

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VINCINITY MAP

FARMINGTON, NM

1695-529-T0007

2026-01-16

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

AREEB HOSSAIN

Tihami, Moncef N P.E.

Gladden, Ryan L P.E.

Deputy Construction Engineer

LEGEND

BBN9 TURNOUT BUILDING - LOCATION MAP

1.30 miles east from Indian Service Rt 11 and Hwy 491 intersection (SECTION 21, TOWNSHIP 19N, RANGE 17W)

AutoCAD SHX Text San Juan

AutoCAD SHX Text McKinley

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

NEW MEXICO

AutoCAD SHX Text Los Alamos

AutoCAD SHX Text Taos

AutoCAD SHX Text Rio Arriba

AutoCAD SHX Text Sandoval

AutoCAD SHX Text Bernalillo

AutoCAD SHX Text Santa Fe

AutoCAD SHX Text Torrance

AutoCAD SHX Text Cibola

AutoCAD SHX Text

UTAH

AutoCAD SHX Text State & Tribal Highway Pipeline Alignments

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

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VINCINITY MAP

FARMINGTON, NM

1695-529-T0008

2026-01-16

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

AREEB HOSSAIN

Tihami, Moncef N P.E.

Gladden, Ryan L P.E.

Deputy Construction Engineer

LEGEND

COYOTE CANYON TURNOUT BUILDING - LOCATION MAP

1.30 miles east from W Navajo 9 (SECTION 34, TOWNSHIP

18N, RANGE 18W)

AutoCAD SHX Text San Juan

AutoCAD SHX Text McKinley

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

NEW MEXICO

AutoCAD SHX Text Los Alamos

AutoCAD SHX Text Taos

AutoCAD SHX Text Rio Arriba

AutoCAD SHX Text Sandoval

AutoCAD SHX Text Bernalillo

AutoCAD SHX Text Santa Fe

AutoCAD SHX Text Torrance

AutoCAD SHX Text Cibola

AutoCAD SHX Text

UTAH

AutoCAD SHX Text State & Tribal Highway Pipeline Alignments

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

T H

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VINCINITY MAP

FARMINGTON, NM

1695-529-T0009

2026-01-16

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

AREEB HOSSAIN

Tihami, Moncef N P.E.

Gladden, Ryan L P.E.

Deputy Construction Engineer

LEGEND

ROCK SPRINGS TURNOUT BUILDING - LOCATION MAP

0.05 miles east from intersection of HWY 264 and Pleasant View Rd (SECTION 8, TOWNSHIP 16N, RANGE 19W)

AutoCAD SHX Text San Juan

AutoCAD SHX Text McKinley

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

NEW MEXICO

AutoCAD SHX Text Los Alamos

AutoCAD SHX Text Taos

AutoCAD SHX Text Rio Arriba

AutoCAD SHX Text Sandoval

AutoCAD SHX Text Bernalillo

AutoCAD SHX Text Santa Fe

AutoCAD SHX Text Torrance

AutoCAD SHX Text Cibola

AutoCAD SHX Text

UTAH

AutoCAD SHX Text State & Tribal Highway Pipeline Alignments

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

T H

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VINCINITY MAP

FARMINGTON, NM

1695-529-T0010

2026-01-16

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

AREEB HOSSAIN

Tihami, Moncef N P.E.

Gladden, Ryan L P.E.

Deputy Construction Engineer

LEGEND

WINDOW ROCK` TURNOUT BUILDING - LOCATION MAP

0.08 miles east from HWY 264 (SECTION 36, TOWNSHIP

17N, RANGE 21W)

AutoCAD SHX Text San Juan

AutoCAD SHX Text McKinley

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

ARIZONA

AutoCAD SHX Text

NEW MEXICO

AutoCAD SHX Text Los Alamos

AutoCAD SHX Text Taos

AutoCAD SHX Text Rio Arriba

AutoCAD SHX Text Sandoval

AutoCAD SHX Text Bernalillo

AutoCAD SHX Text Valencia

AutoCAD SHX Text Santa Fe

AutoCAD SHX Text Torrance

AutoCAD SHX Text Cibola

AutoCAD SHX Text

UTAH

AutoCAD SHX Text State & Tribal Highway Pipeline Alignments

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

STATEMENT OF SPECIAL INSPECTIONS

SPECIAL INSPECTION REPORT REQUIREMENTS

Special Inspectors shall keep records of inspections. The Special Inspector shall furnish inspection reports to the COR, Architect, Engineer of Record, and Contractor. Reports shall indicate that the structural work inspected was done in conformance to approved contract documents.

Discrepancies shall be brought to the immediate attention of the contractor for correction. If the discrepancies are not corrected, the discrepancies shall be brought to the attention of the COR, Architect and Engineer of Record prior to the completion of that phase of work. A final report of inspections documenting required special inspections of structural work and correction of any discrepancies noted in the inspections shall be submitted at a point in time agreed upon by the COR prior to the start of work. The Special Inspection program does not relieve the Contractor of his or her responsibilities.

REQUIRED SPECIAL INSPECTIONS AND TESTS

Tables 1 thru 5 identify types of structural work that require special inspections. Refer to individual specification sections for specific testing and inspecting requirements.

Continuous/Perform: The full-time observation of work by a qualified special inspector who is present in the area where the work is being performed.

Periodic/Observe: The part-time or intermittent observation of work by a qualified special inspector who is present in the area where the work has been or is being performed ad at the completion of the work. Operations need not be delayed pending these inspections.

REFERENCE STANDARDS

See Structural Design Data on drawing 1695-D-T0097 and specifications.

TABLE 1

REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION (IBC - Table 1705.3)

SYSTEM or MATERIAL

INSPECTION

IBC CODE

REFERENCE

CODE or STANDARD

REFERENCE

FREQUENCY

CONTINUOUS PERIODIC

REMARKS

1. Inspect reinforcement, including prestressing tendons, and verify placement.

1908.4

2. Reinforcing bar welding:

a. Verify weldability of reinforcing bars other than ASTM A706;

b. Inspect single-pass fillet welds, maximum 5/16"; and

c. Inspect all other welds.

ACI 318 Ch. 20, 25.2, 25.3, 26.6.1-26.6.3

AWS D1.4

ACI 318: 26.6.4

3. Inspect anchors cast in concrete. XACI 318: 17.8.2

4. Inspect anchors post-installed in hardened concrete members.

a. Adhesive anchors installed in horizontally or upwardly inclined orientations to resist sustained tension loads.

b. Mechanical anchors and adhesive anchors not defined in 4.a.

XICC Evaluation Report, ACI 318:

17.8.2.4

ACI 318: 17.8.2

5. Verify use of required design mix. 1904.1, 1904.2, 1908.2, 1908.3 X

ACI 318: Ch. 19, 26.4.3, 26.4.4

6. Prior to concrete placement, fabricate specimens for strength tests, perform slump and air content tests, and determine the temperature of the concrete.

1908.10 ASTM C172

ASTM C31

ACI 318: 26.4, 26.12

7. Inspect concrete placement for proper application techniques.

1908.6, 1908.7, 1908.8

ACI 318: 26.5 X

8. Verify maintenance of specified curing temperature and techniques.

1908.9 ACI 318:

26.5.3-26.5.5 X

10. Inspect erection of precast concrete members.

XACI 318: Ch. 26.8

ACI 318: 26.11.211. Verify in-situ concrete strength, prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.

12. Inspect formwork for shape, location and dimensions of the concrete member being formed.

ACI 318:

26.11.1.2(b) X

4.b: All anchors shall be visually inspected. Where periodic inspection is allowed in accordance with the anchor ICC evaluation report, inspections shall be as follows:

• For all anchors, prior to concealment, verify anchor type, anchor dimensions, anchor spacing and edge distance.

• For each anchor type and size, inspector shall be onsite to continuously inspect a minimum of the first 10 anchors installed by each installer for conformance with the ICC evaluation report.

Provided all anchors are installed correctly per manufacturer's instructions, provide periodic inspections a minimum of the next 10% of the next 1000 anchors by each installer and a minimum of 5% of the remaining anchors by each installer.

Inspections shall occur a minimum of once per week at a random time while anchor installation is ongoing. Any non-compliance issues shall reset the inspection requirements to ten (10) continuous inspections. Non-compliant anchors shall be brought to the attention of the engineer of record for review and shall be brought into compliance by either testing or re-installation.

• Inspection reports shall identify names of installers.

Special inspector shall provide documentation at the end of anchor installations stating that the minimum number of anchors were inspected.

TABLE 2

REQUIRED SPECIAL INSPECTIONS AND TESTS OF SOILS (IBC - Table 1705.6)

SYSTEM or MATERIAL

INSPECTION

IBC CODE

REFERENCE

CODE or STANDARD

REFERENCE

FREQUENCY

CONTINUOUS PERIODIC

REMARKS

Verify materials below shallow foundations are adequate to achieve the design bearing capacity.

1705.6

Verify excavations are extended to proper depth and have reached proper material.

Perform classification and testing of compacted fill materials.

Verify use of proper materials, densities and lift thicknesses during placement and compaction of compacted fill.

Prior to placement of compacted fill, inspect subgrade and verify that site has been prepared properly.

1705.6

1705.6, 1803.5.1

1705.6

TABLE 3

REQUIRED SPECIAL INSPECTIONS AND TESTS FOR WIND RESISTANCE (IBC - Section 1705.11)

INSPECTION

COLD FORMED STEEL LIGHT-FRAME CONSTRUCTION

Inspect welding operations of elements of the main wind force resisting system.

SYSTEM or MATERIAL IBC CODE

REFERENCE

CODE or STANDARD

REFERENCE

FREQUENCY

CONTINUOUS PERIODIC

REMARKS

1705.11.2 X

Inspect screw attachment, bolting, anchoring and other fastening of elements of the main wind force-resisting system, including shear walls, braces, diaphragms, collectors (drag struts) and hold-downs.

WIND-RESISTING COMPONENTS

Inspect the fastening of the following systems and components:

• Roof covering, roof deck and roof framing connections.

• Exterior wall covering and wall connections to roof and floor diaphragms and framing.

1705.11.3

B U

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P H

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D T

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R ev it

DESIGNED

CHECKED

DRAWN

TECH. APPR.

APPROVED

DESIGNED

CHECKED

DRAWN

TECH. APPR.

APPROVED

Fo r

In te rn al

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£TA£

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SARA PUTNAM

CHECKER

TECH APPROVER, P.E.

L. Nguyen, Ph.D, P.E.

Peer Reviewer - Plant Structures Group

DENVER, CO 2026-04-03

SPECIAL INSPECTIONS

1695-D-T0041

SARA PUTNAM

CHECKER

Peer Reviewer - Plant Structures Group

TECH APPROVER, P.E.

L. Nguyen, Ph.D, P.E.

Lateral turnout building

80.0'

ROW

S.P. Coordinate N: 1976612.87 E: 2462214.02

22.0'

S.P. Coordinate N: 1976719.43 E: 2462200.81

25.0'

3.5'

Existing blowoff with manhole

Existing cathodic protection bollard

6" Gravel, see detail on this sheet

20' Double swing gate

Existing guard post (typ.)

Existing Navajo-Gallup Water Supply Project pipeline

Connection to road, see (XXXXX)

Lateral turnout distribution pipe, see (XXXXX)

Connection to cPWS distribution system, see (XXXXX) Downspout with splash block (typ.)

Re: Arch

Concrete apron (typ.)

Edge of gravel

8' Iron fence

4.0'

Parcel Line Table

Line #

L10

Length

16.8

20.0

14.5

20.0

72.0

46.0

72.0

4.3

21.5

12.0

Direction

N87° 52' 30.13"E

N2° 07' 31.89"W

S87° 52' 30.13"W

N87° 52' 33.02"E

N2° 07' 26.98"W

S87° 52' 30.13"W

S2° 07' 29.87"E

S2° 07' 57.52"E

S21° 57' 48.18"E

N87° 52' 30.13"E

Curve Table

Curve #

Length

23.6

17.3

8.7

Radius

15.0

50.2

25.0

Delta

90.00

90.05

19.76

19.84

Chord Direction

N42° 52' 30"E

N47° 07' 28"W

S12° 02' 53"E

S12° 02' 39"E

Chord Length

21.21

17.22

8.61

8.4'

6.2' R4 .0

L10

15.0'

14.5'

Electrical and fiber conduits, see note 8 & (XXXXX) for information

Power pole (By others) S.P. Coordinate N: 1976704.90 E: 2462241.30

S 2°

"E cPWS distribution feed pipe, see (XXXXX)

Fl ow cPWS distribution pipe, (By others)

6.0'

R3 .0

10.4'

3.5'

4.0'Type L riprap, see (T0050) for depth

10.0' Min.

R1.0'

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SANOSTEE

TURNOUT

SITE PLAN

DENVER, CO

1695-D-T0049

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

L. VOGT

C. HARMON

LEGEND

Concrete

Riprap

Iron fence

Gravel

6" Min.

6" Gravel surface

Nonwoven geotextile

2' Min. compacted backfill

Existing subgrade

DETAIL - YARD GRAVEL SURFACING SECTION

NOT TO SCALE

0 10' 20'

PLAN

Existing Navajo-Gallup Water Supply Project pipeline

E E Electrical conduit

Permanent Right-of-Way

NOTES:

1. All control points are shown in New Mexico State Plan Coordinate

System, West Zone (NAD83) horizontal datum. A grid to ground scale factor of 1.00026509926 (Reach 4) was used.

GENERAL SITEWORK NOTES:

1. Reference Structural and Architectural drawings and specifications for concrete apron, downspout, and splash block information.

2. See 40-D-6551 and 40-D-6552 for pipeline trenching details.

3. Drawing numbers are 1695-D-XXXXX unless otherwise specified.

4. See specifications for sediment and erosion control information.

5. Reference Mechanical drawings and specifications for turnout yard piping information.

6. Clear and screen the turnout footprint and associated yard area for vegetation, large rocks, etc. before backfilling and grading.

Protect in place existing infrastructure, see Specifications for additional information.

7. Power poles and overhead electric lines shall be installed by local utility provider.

8. Fiber and electrical conduits shown are for graphical purposes only and do not represent all conduits and vaults expected to be on site. See (XXXXX-XXXXX) for additional information.

9. See specifications for fence and gate information.

cPWS distribution pipe (By others)

Lateral turnout distribution pipe/ cPWS distribution feed pipe

F F Fiber optic conduit

Power pole (By others)

Proposed air valve with manhole

Proposed blowoff with manhole

ABBREVIATIONS

S.P. - State Plane

- Center line

Compacted backfill

Existing blowoff with manhole

Existing cathodic protection bollard

80.0' ROW

Existing guard post (typ.)

Turnout building

FFE=

5567.25'

Riprap swale

Approximate grading extents

5565.32

Ridge line

5565.98 HP

5565.85 ME

5565.87

5565.87 ME

5565.99 HP

5566.07

5565.96

5565.60

ME 5565.53

5566.50 HP

5565.46

5565.51 ME 5566.10 GB

5566.19

5567.09 GB

5565.08

TOC 5567.15

5567.09

TOC 5567.15

5566.09 GB

5565.85

Grade break

ME 5565.62

ME 5565.89

Power pole (By others)

5567.25

5566.00

10.0%

2.0% 10.0%

2:1

3.5%

2.0%

4.4%

3.6%

1.5% 3.5%

2.0%

3:1 5.8%

3.2%

2.0% 2.0%

2.5%

2.3%

2.0%

Existing Navajo-Gallup Water Supply Project pipeline

5566.09 GB

2.0%

4.5%

12.8'

Ridge line

18.0%

16.0%

7.0%

13:1

5566.10

0.5%

Grade break

5.5%

ME 5565.27

ME 5565.79

ME 5565.63

ME 5565.20

ME 5565.15

ME 5565.04

ME 5565.10

ME 5565.47

5565.51

5566.00 GB

5566.75 HP

5565.82

5565.80

5565.855567.25

5567.09

GB 5566.09

5566.05

5566.00

5567.15 TOC

5566.09 GB

5565.85

5567.15 TOC

5565.16

5565.79 5565.88

5566.75 HP

5566.00

5565.20

S.P. Coordinate N: 1976638.12 E: 2462211.44

2.0% 3:1

12.0%

ME 5565.05

ME 5565.03

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SANOSTEE

TURNOUT

GRADING PLAN

DENVER, CO

1695-D-T0050

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

L. VOGT

C. HARMON

0 10' 20'

PLAN

NOTES:

1. All control points are shown in New Mexico State Plan Coordinate System, West Zone (NAD83) horizontal datum. A grid to ground scale factor of 1.00026509926 (Reach 4) was used.

GENERAL SITEWORK GRADING NOTES:

1. Contractor to verify existing grades and utilities prior to construction in accordance with the specifications. Notify COR of any conflicts or discrepancies immediately.

2. Yard elevations are shown to top of gravel or concrete unless otherwise specified.

3. Provide a minimum slope of 10% away from the building in gravel areas, extending 10' minimum, or continuing to the edge of the fence where the gravel width is less than 10'.

4. Slope concrete stoops and aprons away from the building at 2.0% slope.

5. All vertical elevations are based on the NAVD88 vertical datum.

6. Contours shown are based off of survey data provided by the Four Corners Construction Office.

7. Contours are shown in 1' intervals.

8. Maximum slope for riprap shall not exceed 1.5(H):1(V).

ABBREVIATIONS

ME - Match existing HP - High point GB - Grade break FFE - Finished floor elevation TOC - Top of concrete

SECTION

A NOT TO SCALE

Gravel (typ.)

(See T0049 for thickness)

Compacted backfill

Fence, per specifications

Slope per plan

See site plan

Connection to existing grade

Riprap swale per plan

18"

Permanent ROW

Grade break

2.0% 10.0%

10.0'

Geotextile fabric

Turnout building (N.T.S.)

See site plan

Extend geotextile fabric to top of gravel

Slopeper plan

Compacted backfill

Grade break

2.0% 10.0%

10.0'

Geotextile fabric

See site plan

Connection to existing grade See site plan

Riprap

18"

Slopeper plan

S T

80.0' ROW

Existing cattle guard to remain

Existing sign to remain

Existing wire fence to remain

Existing asphalt road to remain

Existing culvert to remain

Existing dirt road to remain

Existing air valve with manhole

Existing guard post (typ.)

Existing valves

Approximate grading extents

Clear and grub in accordance with specifications for grading and utility improvements (typ.)

Existing wire fence to remain

Existing below grade anchor block

Existing Navajo-Gallup Water Supply Project pipeline

Clear and grub in accordance with specifications for utility installation

Approximate disturbed area for utility installation

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NEWCOMB TURNOUT

EXISTING CONDITIONS

AND DEMOLITION PLAN

DENVER, CO

1695-D-T0051

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

GENERAL EXISTING CONDITIONS AND

DEMOLITION NOTES:

1. Clear and screen the turnout footprint and associated yard area for vegetation, large rocks, etc. before backfilling and grading. Protect in place existing infrastructure, see specifications for additional information.

2. Contractor to verify existing grades, utilities, and horizontal & vertical tie in to existing roads prior to construction in accordance with the specifications. Notify COR of any conflicts or discrepancies immediately.

3. Contractor to protect existing utilities and infrastructure in place in accordance with the specifications.

PLAN

0 10' 20'

NOTES:

1. See (T0049) for legend and general sitework notes.

2. All control points are shown in New Mexico State Plane Coordinate

System, West Zone (NAD83) horizontal datum. A grid to ground scale factor of 1.00027097141 (Reach 6) was used.

S T

E E

F F

Turnout building

S.P. Coordinate N: 1925569.34 E: 2466211.12

Concrete apron (typ.)

6" Gravel (T0049)

Existing Navajo-Gallup Water Supply Project pipeline

Lateral turnout distribution pipe, see (XXXXX)

Existing air valve with manhole

Existing fence

Edge of gravel

Existing water valves

Existing guard post (typ.)

8' Iron fence

Downspout w/ splash block (typ.)

Existing sign Existing culvert

Connection to existing dirt road.

see note 4

Existing asphalt road

Existing cattle guard Existing dirt road

Existing dirt road Existing gate

10.25'

24.0'

24' Double swing gate

80.0' ROW

3.2'

Existing below grade anchor block

Seed disturbed area in accordance with the specifications (typ.)

S.P. Coordinate N: 1925505.81 E: 2466226.95

Parcel Line Table

Line #

Length

9.78

9.73

66.00

30.00

66.00

6.00

3.89

17.57

Direction

S20° 00' 31.80"W

S4° 33' 18.80"E

N85° 26' 41.20"E

N4° 33' 18.80"W

S85° 26' 41.20"W

N4° 33' 18.80"W

N20° 00' 31.80"E

Curve Table

Curve #

Length

15.96

10.72

15.01

1.14

Radius

8.00

25.00

35.00

1.00

Delta

114.34

24.56

65.22

Chord Direction

S35° 04' 05"E

S7° 43' 36"W

N7° 43' 36"E

N52° 37' 08"E

Chord Length

13.44

10.64

14.89

1.08

Electrical and fiber conduits, see (XXXXX) for information

Type L riprap (typ.), see (T0053) for depth

Power pole (By others) S.P. Coordinate N: 1925550.32 E: 2466212.12

S 4°

"E cPWS distribution feed pipe, see (XXXXX)

10.0'

10.25'

6.0'

6.0' 3.5'

R3.5'

R3 .5

3.0'

R3.0

C3 R1.0'

Fo r

In te rn al

U se

O nl y D

F or D is tr ib ut io n

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

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

E 2-

C O

M B _2

-S

A N

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

B Z O

O K

¦D_DT¦

¦STATUS¦

N A V A

-G A

U P

W A

R S

R O

C T

S A N

J U

A N

L A

R A L

R N

O U

T B U

NEWCOMB TURNOUT

SITE PLAN

DENVER, CO

1695-D-T0052

NOTES:

1. See (T0049) for legend and general sitework notes.

2. All control points are shown in New Mexico State Plane Coordinate

System, West Zone (NAD83) horizontal datum. A grid to ground scale factor of 1.00027097141 (Reach 6) was used.

3. See (XXXXX) for concrete apron details.

4. The location and elevation of the connection points to the existing dirt road are approximate and have not been field verified.

Contractor to coordinate with the COR as needed for field adjustments for the road connection.

S T

Turnout building

FFE=

5566.30'

3.0%

2:1

10.0%

5566.30

ME 5564.40

5565.12

5566.20 TOC

5565.93

5565.90

5566.14

5566.43

5566.05

5566.14

GB 5565.11

5566.30

ME 5564.08

ME 5563.93

ME 5565.40

ME 5566.00

GB 5565.19

GB 5565.42

ME 5567.83

2:1

4.7%

ME 5564.66

GB 5565.91

5565.11 5565.12

5565.70 HP5565.11

10.0%

Approximate grading extents

3.4%

5566.20 TOC

5566.14

10.0%

2:1

ME 5563.73

ME 5564.95

Existing culvert

80.0' ROW

Existing air valve with manhole

Existing water valve (typ.)

Existing guard post (typ.)

Ridge line

2.7% 15.0%

TOC 5566.20

8.0%

Power pole (By others)

ME 5564.86

10.0%

13.5% 4:

3:1

Existing Navajo-Gallup Water Supply Project pipeline

5565.40 GB

ME 5563.77

5565.11

Riprap

Existing below grade anchor block

Fo r

In te rn al

U se

O nl y D

F or D is tr ib ut io n

PLAN

0 10' 20'

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

E 2-

C O

M B _3

-G R A D

N .D

W G

S T

S A V

D A

-0 3-

S T

S A V

B Y

B Z O

O K

¦D_DT¦

¦STATUS¦

N A V A

-G A

U P

W A

R S

R O

C T

S A N

J U

A N

L A

R A L

R N

O U

T B U

NEWCOMB TURNOUT

GRADING PLAN

DENVER, CO

1695-D-T0053

NOTES:.

1. See (T0049 & T0050) for legend, abbreviations, general sitework notes, and general sitework grading notes.

2. All control points are shown in New Mexico State Plane Coordinate

System, West Zone (NAD83) horizontal datum. A grid to ground scale factor of 1.00027097141 (Reach 6) was used.

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

See site plan

Fence

SECTION

A NOT TO SCALE

See site plan

Connection to existing grade

Turnout building

Turnout FFE Gravel (See T0049)

Geotextile fabric

Compacted backfill

18" Riprap

Extend geotextile fabric to top of gravel

10.0%

SECTION

B NOT TO SCALE

Slope per plan

See site plan

Fence

See site plan

Existing grade

Turnout building

Turnout FFEGravel, see (T0049)

Geotextile fabric

Compacted backfill 18" Riprap

Extend geotextile fabric to top of gravel

2" 10.0%

Permanent ROW

Existing fence

Contractor to provide positive drainage to the south

Connect to existing grade

F F

Lateral turnout building

S.P. Coordinate N: 1845491.32 E: 2471989.67

80.0' R O

24.5'

14.0'

16.0'24.0'

Power pole (By others) S.P. Coordinate N: 1845519.00 E: 2472024.85

Existing Navajo-Gallup Water Supply Project pipeline

Existing guard post (typ.)

Existing blowoff with manhole

Existing below grade anchor block

Existing valve (typ.)

Existing cathodic protection bollard

24' Double swing gate

Concrete apron (typ.)

Roof drain downspout w/ splashblock (typ.)

Existing dirt access road

Lateral turnout distribution pipe, see (XXXXX)

Existing cPWS distribution system

Existing blowoff with manhole

8' Iron fence

6" Gravel (T0049)

Type L riprap swale, see (T0055) for depth

Approximate connection to existing road

Edge of gravel

Seed disturbed areas in accordance with the specifications (typ.)

S.P. Coordinate N: 1845322.48 E: 2472093.07

Flow cPWS distribution feed pipe, see (XXXXX)

Fiber and electrical conduits, see (XXXXX)

5.0'

5.5'

3.5'

47.9'

4.0'

S.P. Coordinate N: 1845579.33 E: 2471950.19

See (XXXXX) for pipe connection information

L2 L3

L7 C3

L10

L11 C7

L13

L12

Parcel Line Table

Line #

L10

L11

L12

L13

Length

67.53

84.78

72.00

48.00

72.00

24.00

50.80

19.35

40.01

16.19

2.49

32.30

45.11

Direction

N62° 20' 23.50"W

N17° 20' 23.50"W

N72° 39' 36.50"E

S17° 20' 23.50"E

S72° 39' 36.50"W

S17° 20' 23.50"E

N72° 38' 57.17"E

S15° 52' 28.92"E

S72° 39' 36.50"W

S17° 20' 23.50"E

S62° 20' 23.50"E

S16° 51' 39.56"E

Curve Table

Curve #

Length

19.79

19.63

16.58

15.44

15.98

15.71

11.78

11.72

Radius

25.00

10.07

10.00

15.00

5.00

Delta

45.35

45.00

94.41

88.45

91.55

90.00

45.00

134.34

Chord Direction

N39° 39' 51"W

N39° 50' 24"W

S64° 42' 42"E

N28° 26' 04"E

N61° 33' 56"W

S27° 39' 36"W

S39° 50' 24"E

N50° 29' 20"E

Chord Length

19.28

19.13

14.77

13.95

14.33

14.14

11.48

9.22

Fo r

In te rn al

U se

O nl y D

F or D is tr ib ut io n

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

E 3-

N A S C H

_1 -S

A N

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

C H

A R M

O N

¦D_DT¦

¦STATUS¦

N A V A

-G A

U P

W A

R S

R O

C T

S A N

J U

A N

L A

R A L

R N

O U

T B U

NASCHITTI

TURNOUT

SITE PLAN

DENVER, CO

1695-D-T0054

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

B. ZOOK

NOTES:

1. See (T0049) for legend and general sitework notes.

2. All control points are shown in New Mexico State Plane

Coordinate System, West Zone (NAD83) horizontal datum. A grid to ground scale factor of 1.00028975894 (Reach 8) was used.

Existing Navajo-Gallup Water Supply Project pipeline

2.0%

1.0%

A 3.

80.0' R O

Riprap swale

Existing dirt road

Approximate grading extents

Turnout building

FFE=5873.00

Ridge line

5872.27 GB

5872.43

5872.20 GB

5872.92

5871.05

ME 5870.61

5871.37

ME 5871.51ME 5872.23ME 5873.16

5873.00

5872.41

5872.58

5872.52

5872.56

5871.55 GB

5871.84 GB

5872.90 TOC

5873.00

5872.84

5871.44 GB

5872.84

5873.00

5872.84

5872.90

TOC

5872.90

TOC

5871.23

5872.35 HP

5871.90

5871.44 GB

5871.12

5872.92 HP

ME 5868.67

ME 5867.63ME 5869.00

ME 5869.25

ME 5868.53

2.0%

5.5%

1.5:1

Existing blowoff with manhole

Existing below grade anchor block

Existing valve (typ.)

5872.90

5872.96

5872.66 5872.68 5872.65

5872.14

ME 5872.79

ME 5869.67

ME 5872.97

3.4%

ME 5872.26

ME 5872.33

2.5%

Power pole (By others)

5872.52 HP

5871.84 GB

5872.67

5872.19 GB

5872.04 GB

5870.60 GB

ME 5870.71

5872.92 HP

5872.43

5871.59 GB

3.5%

5869.90 GB

ME 5869.95

5869.43 GB

5871 58705870

Ridge line

ME 5869.15

Grade break

72ME 5872.51

5871.55 5871.55 GB

2.9%

15.5'

Grade…

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Jun 3, 2026.

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