DRAFT_00_00_02_-_Drawings204032026_1.pdf

PDF 27 MB Posted Jun 3, 2026

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

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Written by GovTribe AI · Jun 3, 2026

These are technical drawings for the Navajo-Gallup Water Supply Project's San Juan Lateral turnout buildings and associated infrastructure in New Mexico. The drawings present detailed plans, profiles, sections, and specifications for multiple components of the water conveyance system across Reaches 9, 10, 11, and 12 (with particular focus on Reaches 12.1 and 12.2).

The drawings specify construction details for turnout building network systems including optical fiber transmission cables, communication infrastructure, cathodic protection systems with galvanic anodes and test stations, sectionalizing valves, air valve installations, blowoff structures, and associated piping. Key infrastructure elements include 24-strand single-mode fiber optic cables for SCADA control systems, multiple butterfly and gate valves (rated for various head classes ranging from 100 to 650 feet), precast concrete manholes with 48-inch and 72-inch diameters, orifice plates, pressure transducers, and reinforced concrete collar details. The specifications detail trench excavation requirements, backfill compaction to 95 percent standard Proctor density, concrete encasement specifications with 4,500 psi compressive strength, steel pipe welding requirements, and dielectric isolation joint details. Multiple sectionalizing valve installations are mapped at specific stations with corresponding elevations, head classes, and orifice plate configurations. The drawings were prepared by the Bureau of Reclamation's Denver office and include revision histories documenting design modifications through March 2026, with signatures from engineers including Jerry R. Waugh, P.E. and Linda M. Bowles, P.E.

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File	Type	Posted
NGWSP_Turnout_Buildings_Sources_Sought_-_Amendment_002_03JUNE26_3.pdf	PDF	Jun 3, 2026
DRAFT_00_00_02_-_Drawings__1__04032026_1.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
Draft_00_00_02A_-_Geology_Drawings_04032026_1.pdf	PDF	Jun 3, 2026

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OPTICAL FIBER TRANSMISSION SYSTEM

AERIAL/UNDERGROUND CABLE

(EXISTING)

FIBER BYPASS

UNIT (NOTE 4)

SPLICE CLOSURE

(NOTE 3)

COMMUNICATION

PULL BOX

NETWORK INTERFACE

SWITCH (NOTE 4)

SUPPLIED BY OTHERS

NOTE 2

AERIAL/UNDERGROUND

OPTICAL FIBER

SPLICE CLOSURE

PLC

NETWORK SWITCH

UPS

SERIAL CONNECTIONS

COMMUNICATION

AND SECURITY RACK

FIBER PATCH

PANEL

NETWORK INTERFACE

PANEL

(NOTE 4)

CONTROL SYSTEM

ENCLOSURE

TURNOUT BUILDING INTERIOR TURNOUT BUILDING YARD

OIT

24-STRAND SINGLE MODE

FIBER OPTIC CABLE

Fo r

In te rn al

U se

O nl y D ra ft

N ot F or D is tr ib ut io n

T H

S A

SHEET

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U O

F R

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U .S

A R

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C A D

A ut oC A D

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C A D

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S A N

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A N

L A

R A L

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O U

T B U

NETWORK

OVERVIEW

TURNOUT BUILDING

STATION NAME (CITY, ST)

1695-D-T0188

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Christian Underwood

NOTES

1. Network overview is typical for all turnout buildings except as noted.

2. Aerial/underground optical fiber cable, aerial/underground optical splice enclosure to communication pull box provided by others.

3. Terminate/splice single mode fiber optic cable in communication pull box.

4. Network Interface Panel and internal hardware is

GFE to be provided to contractor for installation.

Contractor to complete all power and communication connections to Network Interface

Panel.

SM Optical Fiber Cable - Primary Pair CAT 6 Ethernet Cable Ethernet & Serial Connection

CABLE LEGEND

ABBREVIATIONS

GFE Government Furnished Equipment

NTUA Navajo Tribal Utilities Authority

OIT Operator Interface Terminal

PLC Programmable Logic Controller

SCADA Supervisory Control & Data Acquisition

SM Single Mode (Fiber Optic Cable)

UPS Uninterruptible Power Supply

REFERENCE DRAWINGS

SINGLE LINE DIAGRAM - TYPICAL 1695-D-T0167

ELECTRICAL SITE PLAN - SANOSTEE 1695-D-T0174

ELECTRICAL SITE PLAN - NASCHITTI 1695-D-T0172

ELECTRICAL SITE PLAN - NEWCOMB 1695-D-T0173

ELECTRICAL SITE PLAN - BBN9 1695-D-T0171

ELECTRICAL SITE PLAN - COYOTE CANYON 1695-D-T0170

ELECTRICAL SITE PLAN - ROCK SPRINGS 1695-D-T0168

ELECTRICAL SITE PLAN - WINDOW ROCK 1695-D-T0169

SM Optical Fiber Cable - Backup Pair

12"

24" min.

Cathodic protection warning tape (non-traceable)

Grade

Cables

Sand backfill

Native compacted backfill

FLANGED JOINT (NON-ISOLATING)

PUSH-ON JOINT

FLEXIBLE COUPLING (MULTIPLE COMPONENT COUPLING)

Hold handle

Structure surface

Graphite cover

Starting powder Metal welding powder Metal disc

Cable

Structure surface

Exothermic weld

Mastic Weld cap

Copper sleeve

Joint bond cable

Cast iron or steel coupling epoxy coated

Anode cable or structure cableCable identification (anode # or structure I.D.)

Ring terminal (as required)

Exothermic weld

Joint bond cable

Exothermic weld

Joint bond cable

Exothermic weld

Joint bond cable or structure cable

Graphite mold

Coating

Pipeline

Phenolic dielectric isolating washer

Steel washer

Flange nut

Joint bond cable

Exothermic weld, typ.

Dielectric isolating gasket

Full length mylar dielectric isolating sleeve

Flange bolt

T H

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T B U

GALVANIC ANODE

CATHODIC PROTECTION

JOINT BOND, CABLE

TRENCH, IJFK, AND

CABLE I.D. DETAILS

Denver, CO

1695-D-T0191

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Little, Daryl

Schilt, Avery

3 INCH DIAMETER TURNOUT PIPING - SECTION......................................................................................................1695-D-T0133 6 INCH AND 8 INCH DIAMETER TURNOUT PIPING - SECTION....................................................................................1695-D-T0135 12 INCH DIAMETER TURNOUT PIPING - SECTION....................................................................................................1695-D-T0137 TEST STATION AND ANODE BED DETAILS .............................................................................................................1695-D-T0192

REFERENCE DRAWINGS

1. Exothermic welding procedure is to be used as a general guide only. Consult manufacturer's literature for specific installation instructions.

2. All pipe joints are to be electrically bonded with cables, exothermically welded to the top portion of the pipe.

3. Do not install joint bond cables on welded pipe joints and/or pipe joints called out to be electrically isolated.

4. Any non-welded and non-isolating joints require bonding to achieve electrical continuity.

5. Coat exposed copper, weld nugget, and ferrous material at weld with approved dielectric coating.

6. Cover cable I.D. with clear heat shrink tubing.

7. Cable trench detail to be used for all horizontal segments of buried cables.

8. IJFK installation on pipe inside turnout building, first and last flanged Joints, see (-T0133, -T0135, and -T0137).

9. Cathodic protection system components are not to scale for visualization.

NOTES

MATERIAL EXPLANATION

Item Description

Joint bond cables (3" to 8" dia. pipe) #12 AWG/HMWPE (black); 2 per joint

Joint bond cables (12" dia. pipe) #6 AWG/HMWPE (black); 2 per joint

Exothermic weld supplies CS-32 type, M-102 mold, 15 CP weld metal (for steel), ductile iron requires different supplies, manufactured by thermOweld®, or equal

Weld cap Prefabricated, integrated primer patch to repair coating surrounding exothermic weld, manufactured by thermOweld®, or equal

Warning tape Polyethylene, 3" wide, "Caution-Cathodic Protection Cable Buried Below"

Sand ASTM C33, fine aggregate

Isolation joint flange kit (IJFK) Full face isolating gasket, isolation bolt sleeves, and one or more isolating washers per bolt

SCALE: NOT TO SCALE

EXOTHERMIC WELD DETAIL

SCALE: NOT TO SCALE

JOINT BOND INSTALLATION

SCALE: NOT TO SCALE

IJFK - DIELECTRIC ISOLATING JOINT FLANGE KIT

SCALE: NOT TO SCALE

FLANGE-FLANGE BOND DETAIL

SCALE: NOT TO SCALE

CABLE IDENTIFICATION

SCALE: NOT TO SCALE

CABLE TRENCH DETAIL

AutoCAD SHX Text

ANODE #XX

Galvanic anode cable

Galvanic anode

Exothermic weld, typ.

Structure cable

Galvanic anode cable

Structure cable

0.01 Ω shunt

Test station mounting post

Structure cables

Exothermic weld, typ.Structure

Structure cables

Test station mounting post

2' -0

Galvanic anode cable

Galvanic anode

Exothermic weld, typ.

Structure cable

Galvanic anode cable

Structure cable

0.01 Ω shunt

Test station mounting post

Galvanic anode cable

0.01 Ω shunt

Turnout building concrete wall

2' -0

Turnout building concrete wall

2' -0

Turnout building concrete wall

Grade

Test station

Mounting straps

Grade

Test station

Mounting straps

Grade

Test station

Mounting straps

Galvanic anode (spec 26 42 11)

Galvanic anode test station support pipe

10', typ.

Top of anode at pipe invert height

Structure cables

Min. 20' from structure

Pipeline

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL

£TT£

£AT£

£AA£

£TA£

Little, Daryl

Schilt, Avery

1. Install test station against outside wall of turnout building and anchor support pole to concrete wall with metal straps.

2. Place anodes at the same depth as the bottom of the structure.

3. One shunt for each anode installed at location.

4. Install single anode at each location as determined in table. Install additional anode only if final test data determines it is required.

5. Galvanic anode bed details listed in Specification section 26 42 11.

6. Anodes are to be installed a minimum distance of 20 feet from the structure.

7. Minimum of one anode length from non-metallic pipe.

8. Exothermically weld cables to top center of pipe min. 12" apart.

9. Cathodic protection system components are not to scale for visualization.

NOTES

REFERENCE DRAWINGS

SANOSTEE YARD PIPE - PLAN AND SECTION.........................................................................1695-D-T0138 NEWCOMB YARD PIPE - PLAN AND SECTION.........................................................................1695-D-T0142 NASCHITTI YARD PIPE - PLAN AND SECTION.........................................................................1695-D-T0144 BBN9 YARD PIPE - PLAN AND SECTION.................................................................................1695-D-T0149 COYOTE CANYON YARD PIPE - PLAN AND SECTION................................................................1695-D-T0150 ROCK SPRINGS YARD PIPE - PLAN AND SECTION...................................................................1695-D-T0151 WINDOW ROCK YARD PIPE - PLAN AND SECTION...................................................................1695-D-T0152 JOINT BOND, CABLE TRENCH, IJFK, AND Cable I.D. DETAILS ..................................................1695-D-T0191

T H

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GALVANIC ANODE

CATHODIC PROTECTION

TEST STATION AND

ANODE BED DETAILS

Denver, CO

1695-D-T0192

MATERIAL EXPLANATION

Item Description

Test station Cast aluminum with 5 terminals, minimum, post mounted

Test station mounting post 2" Ø galvanized steel post

Shunt 0.01 Ohm calibrated resistor

Anode (galvanic) Standard potential magnesium anodes (20-lb)

Galvanic anode cable #12 AWG/HMWPE (red if available)

Structure cable (test station) #12 AWG/HMWPE (black)

Exothermic weld See drawing 1695-D-T0191

SCALE: NOT TO SCALE

ANODE TEST STATION - SINGLE ANODE

SCALE: NOT TO SCALE

TEST BOARD - SINGLE ANODE

SCALE: NOT TO SCALE

ANODE TEST STATION - MULTIPLE ANODE

SCALE: NOT TO SCALE

TEST BOARD - MULTIPLE ANODE

SCALE: NOT TO SCALE

CORROSION MONITORING TEST STATION

SCALE: NOT TO SCALE

CORROSION MONITORING TEST BOARD

SCALE: NOT TO SCALE

PLAN - GALVANIC ANODE BED DETAIL

TEST STATION AND CATHODIC PROTECTION REQUIREMENTS

Turnout Upstream side Downstream side

Test station Cathodic protection Test station Cathodic protection

Sanostee Corrosion monitoring

Bond to Reach 4C pipeline and impressed current cathodic protection system

Single anode Galvanic anode

Newcomb Corrosion monitoring

Bond to Reach 6 pipeline and impressed current cathodic protection system

Single anode Galvanic anode

Naschitti Corrosion monitoring

Bond to Reach 8 pipeline and impressed current cathodic protection system

Single anode Galvanic anode

BBN9

Corrosion monitoring

Bond to Reach 9A pipeline and impressed current cathodic protection system

Single anode Galvanic anode

Coyote Canyon Corrosion monitoring

Bond to Reach 11 pipeline and impressed current cathodic protection system

Single anode Galvanic anode

Rock Springs Single anode Galvanic anode Single anode Galvanic anode

Window Rock Single anode Galvanic anode Single anode Galvanic anode

T.D. 25.2

-8 Pr oj . R t.

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CLSTNE

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16.6

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Qal

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Qal

Kmf SS and CLST

Qal

Kmf

BOULDERS

Kmf

Trash dump

Kmf

BOULDERS

Qal

Hard SS caprock (H3) upper 1-3 ft.

TPR12.1-24

TPR12.1-25

TPR12.1-26

DHR12.1-8

TPR12.1-23

(SHALLOW BEDROCK)

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AutoCAD SHX Text

NAVAJO-GALLUP WATER SUPPLY PROJECT REACH 12.1

AutoCAD SHX Text Highway 264 ROW

AutoCAD SHX Text 118°22'12"'

AutoCAD SHX Text Construction ROW

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

PROFILE

AutoCAD SHX Text Original Ground Surface

AutoCAD SHX Text

PIPE

AutoCAD SHX Text Original Ground Surface

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

COMPACTION AT CROSSINGS

AutoCAD SHX Text Station

AutoCAD SHX Text Crossing Type

AutoCAD SHX Text % Compaction

AutoCAD SHX Text 121319+21 to 121319+61

AutoCAD SHX Text Maintained Road

AutoCAD SHX Text

AutoCAD SHX Text 121326+87 to 121327+30

AutoCAD SHX Text Maintained Road

AutoCAD SHX Text

AutoCAD SHX Text 121340+40 to 121340+81

AutoCAD SHX Text Maintained Road

AutoCAD SHX Text

HIGHWAY 264

AutoCAD SHX Text

1. For General Notes, Abbreviations, Symbols and Pipe Classifications see, (60113).

AutoCAD SHX Text

NOTE

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

PEER REVIEWER -

AutoCAD SHX Text

D.L. GESUNDHEIT

AutoCAD SHX Text

K. FINK

AutoCAD SHX Text

JERRY R. WAUGH, P.E.

AutoCAD SHX Text

JERRY R. WAUGH, P.E.

AutoCAD SHX Text

LINDA M. BOWLES, P.E.

AutoCAD SHX Text

CIVIL ENGINEER

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

NAVAJO-GALLUP WATER SUPPLY PROJECT

AutoCAD SHX Text

NEW MEXICO

AutoCAD SHX Text

SAN JUAN LATERAL - REACH 12.1

AutoCAD SHX Text

NAVAJO CODE TALKERS SUBLATERAL LINE PIPE

AutoCAD SHX Text

STA. 121300+00 TO STA. 121350+00

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

DENVER, CO

AutoCAD SHX Text 1695-D-60119

AutoCAD SHX Text 2018-05-18

AutoCAD SHX Text

OF 13

AutoCAD SHX Text AutoCAD Rel. 25.0s

AutoCAD SHX Text

1695-D-60119-RD-7.DWG

AutoCAD SHX Text

MARCH 25, 2026 11:58

AutoCAD SHX Text

KPELZER

AutoCAD SHX Text

GEOLOGY

AutoCAD SHX Text

SUBMITTED

AutoCAD SHX Text

TECHNICAL APPROVAL

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text Date______

AutoCAD SHX Text 8-23-17

AutoCAD SHX Text

JUSTIN GILBERT DEBBY THORNBERG CHRIS BEYER

AutoCAD SHX Text

NDOT 7379

mnance Polygonal Line mnance Text Box

FOR INFORMATION ONLY

mnance Text Box

FOR INFORMATION ONLY

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AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 4" Filling line

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 4" Class 125 gate valve with flanged ends

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text Reinforcement not shown, see Detail 1 (60157)

AutoCAD SHX Text See Detail 1 (60157)

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 9"

AutoCAD SHX Text Joint to suit line pipe furnished (typ.), see Note 6.

AutoCAD SHX Text See Welding Pad Detail (60157)

AutoCAD SHX Text Slope for stability (Typ.)

AutoCAD SHX Text Compacted backfill to minimum 95% standard Proctor

AutoCAD SHX Text B

AutoCAD SHX Text 4" Standard Steel Pipe

AutoCAD SHX Text Bolted split sleeve restrained coupling

AutoCAD SHX Text 1:1 Minimum

AutoCAD SHX Text 3"

AutoCAD SHX Text 3.0'

AutoCAD SHX Text Welded rectangular barrier not shown (60157)

AutoCAD SHX Text Flow

AutoCAD SHX Text For valve box and concrete pad, see Detail 1, Typ. (60157)

AutoCAD SHX Text Bolted split sleeve Bolted split sleeve restrained coupling

AutoCAD SHX Text 4" Class 125 buried gate valve with flanged ends

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 4" Blind flange

AutoCAD SHX Text Compacted backfill to minimum 95% standard Proctor

AutoCAD SHX Text 12" Pipe gap

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 4" Filling line

AutoCAD SHX Text 3'-4"

AutoCAD SHX Text 4" buried valve with flanged ends either a gate valve or butterfly valve see Data Values Table

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text See Detail 1 (60157)

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 9"

AutoCAD SHX Text Joint to suit line pipe furnished, see Note 6.

AutoCAD SHX Text See Welding Pad Detail (60157)

AutoCAD SHX Text Station

AutoCAD SHX Text A

AutoCAD SHX Text Standard Steel Pipe

AutoCAD SHX Text Bolted split sleeve restrained coupling

AutoCAD SHX Text Welded rectangular barrier not shown (60157)

AutoCAD SHX Text Flow

AutoCAD SHX Text For valve box and concrete pad, see Detail 1, Typ. (60157)

AutoCAD SHX Text Bolted split sleeve Bolted split sleeve restrained coupling

AutoCAD SHX Text Either a gate valve or butterfly valve see Data Values Table

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text Blind flange

AutoCAD SHX Text 12" Pipe gap

AutoCAD SHX Text Valve with valve box

AutoCAD SHX Text Extent of Earth Blocking

AutoCAD SHX Text Station

AutoCAD SHX Text Flow

AutoCAD SHX Text W/2

AutoCAD SHX Text L/2

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 10'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text Joint to suit line pipe furnished, see Note 6.

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text Unrestrained flexible Unrestrained flexible coupling (typ.)

AutoCAD SHX Text Unrestrained Unrestrained flexible coupling (typ.)

AutoCAD SHX Text W/2

AutoCAD SHX Text H/2

AutoCAD SHX Text Deab

AutoCAD SHX Text #5@1'-0"

AutoCAD SHX Text #5 Hoop

AutoCAD SHX Text #5@1'-0"

AutoCAD SHX Text 1 :1 Extend to ground surface (typ)12:1 Extend to ground surface (typ)

AutoCAD SHX Text 1 :112:1

AutoCAD SHX Text For type 2 and 3 materials over-excavate as shown. For type 1 materials excavate as required for placement directly against in-situ materials.

AutoCAD SHX Text 1.0'

AutoCAD SHX Text Reinforcement not shown, see Detail 1 (60157)

AutoCAD SHX Text Valve and valve box

AutoCAD SHX Text Compacted backfill to minimum 95% standard Proctor

AutoCAD SHX Text Backfill

AutoCAD SHX Text Compacted backfill to minimum 95% standard Proctor

AutoCAD SHX Text PLAN (For Encasements) (Right Outlet Shown, Left similar)

AutoCAD SHX Text PLAN (For Earth Blocking) (Right Outlet Shown, Left similar)

AutoCAD SHX Text 121629+69 Lateral 12.1

AutoCAD SHX Text Collar shown, wrapper plate at Station 121629+69 on 12.1. See Wrapper Plate Detail.

AutoCAD SHX Text Collar shown, wrapper plate at Station 121366+05.49 on 12.1. See Wrapper Plate Detail.

AutoCAD SHX Text Flow

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text PI 4", 90° Std. steelwelding elbow

AutoCAD SHX Text Orifice plate, see Orifice Plate Details (60152)

AutoCAD SHX Text 4" Std, steel pipe

AutoCAD SHX Text Steel pipeSteel pipe

AutoCAD SHX Text Flanges, see NOTE 2

AutoCAD SHX Text

SECTION D-D

AutoCAD SHX Text See Welding Pad Detail (60157). Wrapper Plate for tees at Stations 121366+05.49 and 121629+69 on Reach 12.1. See Wrapper Plate Detail.

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 4" Std, steel pipe

AutoCAD SHX Text PI 4", 90° Std. steelwelding elbow

AutoCAD SHX Text Grooved-end couplingGrooved-end coupling

AutoCAD SHX Text Standard Steel pipe

AutoCAD SHX Text See Welding Pad Detail (60157). Wrapper Plate for tees at Stations 121366+05.49 and 121629+69 on Reach 12.1. See Wrapper Plate Detail.

AutoCAD SHX Text WRAPPER PLATE DETAIL Design According to AWWA M11 (Not to Scale)

AutoCAD SHX Text Std. steel pipe

AutoCAD SHX Text D

AutoCAD SHX Text D/2 Min.

AutoCAD SHX Text t

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

PEER REVIEWER -

AutoCAD SHX Text

D.L. GESUNDHEIT

AutoCAD SHX Text

D.L. GESUNDHEIT

AutoCAD SHX Text

JERRY R. WAUGH, P.E.

AutoCAD SHX Text

JERRY R. WAUGH, P.E.

AutoCAD SHX Text

LINDA M. BOWLES, P.E.

AutoCAD SHX Text

CIVIL ENGINEER

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

NAVAJO-GALLUP WATER SUPPLY PROJECT

AutoCAD SHX Text

NEW MEXICO

AutoCAD SHX Text

SAN JUAN LATERAL - REACH 12.1

AutoCAD SHX Text

NAVAJO CODE TALKERS SUBLATERAL ROCK SPRINGS TURNOUT

AutoCAD SHX Text

PLAN SECTIONS, AND DETAILS

AutoCAD SHX Text

OUTLETS

AutoCAD SHX Text

DENVER, CO

AutoCAD SHX Text 1695-D-60129

AutoCAD SHX Text 2018-05-18

AutoCAD SHX Text

OF 2

AutoCAD SHX Text AutoCAD Rel. 25.0s

AutoCAD SHX Text

1695-D-60129 ROCKSPRINGSTURNOUT.DWG

AutoCAD SHX Text

MARCH 24, 2026 17:17

AutoCAD SHX Text

KPELZER

AutoCAD SHX Text OPERATING CRITERIA Bypass butterfly valve shall be fully open when operated. NOTES 1. For Plan and Profile, see (60120) and (60128). For Plan and Profile, see (60120) and (60128). 2. Flange class shall meet pressure requirement designated by adjacent Flange class shall meet pressure requirement designated by adjacent symbol line pipe. Flange drilling shall match mating flange. 3. For general notes and minimum requirements for detailing For general notes and minimum requirements for detailing reinforcement, see 40-D-60004. Concrete compressive strength, (f'c), is 4,500 psi and specified yield point for reinforcement, (fy), is 60,000 psi. 4. For general concrete outline notes, see 40-D-60003. For general concrete outline notes, see 40-D-60003. 5. The valves are either gate valves or butterfly valves for class of valve The valves are either gate valves or butterfly valves for class of valve see Data Values Table. Compacted backfill to minimum 95% standard Proctor to be installed within 1 foot around the valve. CLSM is not allowed. 6. Provide dielectric joint for dissimilar metallic pipes. Provide dielectric joint for dissimilar metallic pipes. 7. Direction when looking downstream.Direction when looking downstream.

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

REV NO

AutoCAD SHX Text

SCALE OF FEET

AutoCAD SHX Text

REV NO

AutoCAD SHX Text

REV NO

AutoCAD SHX Text Lateral

AutoCAD SHX Text Station

AutoCAD SHX Text Pipe Centerline Elevation (ft)

AutoCAD SHX Text Ground Surface Elevation (Ft)

AutoCAD SHX Text Main Pipe Diameter (in)

AutoCAD SHX Text Outlet Diameter (in)

AutoCAD SHX Text Direction (Note 7)

AutoCAD SHX Text Head Class (ft)

AutoCAD SHX Text Type of Valve

AutoCAD SHX Text Class of Valve

AutoCAD SHX Text Flange Type

AutoCAD SHX Text Number of Holes in Orifice Plate

AutoCAD SHX Text Concrete Encasement or Earth Blocking

AutoCAD SHX Text W

AutoCAD SHX Text L

AutoCAD SHX Text H

AutoCAD SHX Text Deab(ft)

AutoCAD SHX Text 12.1

AutoCAD SHX Text 121326+10.00

AutoCAD SHX Text 6842.10

AutoCAD SHX Text 6853.2

AutoCAD SHX Text

AutoCAD SHX Text Right

AutoCAD SHX Text

AutoCAD SHX Text Butterfly

AutoCAD SHX Text 250B

AutoCAD SHX Text Class E

AutoCAD SHX Text

AutoCAD SHX Text Encasement

AutoCAD SHX Text 4'-6"

AutoCAD SHX Text 8.8

AutoCAD SHX Text 12.1

AutoCAD SHX Text 121366+05.49

AutoCAD SHX Text 6712.73

AutoCAD SHX Text 6718.1

AutoCAD SHX Text

AutoCAD SHX Text Right

AutoCAD SHX Text

AutoCAD SHX Text Gate

AutoCAD SHX Text

AutoCAD SHX Text Class E

AutoCAD SHX Text

AutoCAD SHX Text Encasement

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3.4

AutoCAD SHX Text 12.1

AutoCAD SHX Text 121629+69.00

AutoCAD SHX Text 7061.10

AutoCAD SHX Text 7071.4

AutoCAD SHX Text

AutoCAD SHX Text Right

AutoCAD SHX Text

AutoCAD SHX Text Gate

AutoCAD SHX Text

AutoCAD SHX Text Class D

AutoCAD SHX Text

AutoCAD SHX Text Earth Blocking

AutoCAD SHX Text N/A

AutoCAD SHX Text 12.2

AutoCAD SHX Text 122111+00.00

AutoCAD SHX Text 6897.85

AutoCAD SHX Text 6903.2

AutoCAD SHX Text

AutoCAD SHX Text Left

AutoCAD SHX Text

AutoCAD SHX Text Butterfly

AutoCAD SHX Text 150B

AutoCAD SHX Text Class D

AutoCAD SHX Text

AutoCAD SHX Text Encasement

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3.4

AutoCAD SHX Text 12.2

AutoCAD SHX Text 122176+00.00

AutoCAD SHX Text 6828.51

AutoCAD SHX Text 6833.5

AutoCAD SHX Text

AutoCAD SHX Text Right

AutoCAD SHX Text

AutoCAD SHX Text Butterfly

AutoCAD SHX Text 250B

AutoCAD SHX Text Class E

AutoCAD SHX Text

AutoCAD SHX Text Encasement

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 3.0

AutoCAD SHX Text 12.2

AutoCAD SHX Text 122206+00.00

AutoCAD SHX Text 6801.30

AutoCAD SHX Text 6813.0

AutoCAD SHX Text

AutoCAD SHX Text Right

AutoCAD SHX Text

AutoCAD SHX Text Butterfly

AutoCAD SHX Text 250B

AutoCAD SHX Text Class E

AutoCAD SHX Text

AutoCAD SHX Text Encasement

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 4.8

AutoCAD SHX Text

DATA VALUES

AutoCAD SHX Text

REV NO

AutoCAD SHX Text

REV NO

AutoCAD SHX Text

REV NO

mnance Text Box

FOR INFORMATION ONLY

mnance Polygonal Line

6' -0

5' -6

Managing

LAR M TA IOCE N

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AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

(WITH COVER, NOT SHOWN)

AutoCAD SHX Text

PLAN

AutoCAD SHX Text 2.0'

AutoCAD SHX Text Reaches 12.1 and 12.2

AutoCAD SHX Text

FLOW

AutoCAD SHX Text Embedded steel manhole cover

AutoCAD SHX Text Guard posts not shown (4 each), locate as directed. For guard posts, see 40-D-60002.

AutoCAD SHX Text Excavation and compacted backfill per specification

AutoCAD SHX Text Step

AutoCAD SHX Text 48"

AutoCAD SHX Text 48" Dia. precast concrete manhole, ASTM C478

AutoCAD SHX Text Round Bar Handle

AutoCAD SHX Text Hinge

AutoCAD SHX Text G

AutoCAD SHX Text 4" air vent

AutoCAD SHX Text Inflow preventer

AutoCAD SHX Text Schedule 40 Steel pipe

AutoCAD SHX Text 2 or 3-inch single body air valve not shown, See Sections A-A and B-B

AutoCAD SHX Text For trench details, see drawing (60127)

AutoCAD SHX Text Compacted backfill 95% compaction

AutoCAD SHX Text Begin finished grade, slope 15:1 away from vault

AutoCAD SHX Text Compacted backfill and excavation boundary

AutoCAD SHX Text Coarse concrete aggregate

AutoCAD SHX Text 2.0'

AutoCAD SHX Text Place native material in the top 6" of compacted backfill

AutoCAD SHX Text 6" Min.

AutoCAD SHX Text Finished ground surface elev.

AutoCAD SHX Text Elev. B, see (60151)

AutoCAD SHX Text 48" ID precast concrete manhole, 48" ID precast concrete manhole, ASTM C478, 2" or 3" Air valve 2" or 3" Air valve assembly, see Air Valve Assembly Detail (Insulation not shown)

AutoCAD SHX Text Begin finished grade, slope 15:1 away from vault

AutoCAD SHX Text P.I. Elevation, see Air Valve Data Table (60151)

AutoCAD SHX Text 2" or 3" tapping saddle, (diameter and pressure rating to match main line, in plastic pipe section only)

AutoCAD SHX Text 9"

AutoCAD SHX Text Pipeline

AutoCAD SHX Text 48" Dia. Precast concrete lid, ASTM C478

AutoCAD SHX Text 5'-0" Min. (DR18 PVC)

AutoCAD SHX Text 9" Min.

AutoCAD SHX Text Offset, see Note 5

AutoCAD SHX Text A 2"-3000 lb. or 3"-3000 lb. steel half coupling for the air valve is required if the air valve is in a metallic pipe section.

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text 5'-0" Min. (DR18 PVC)

AutoCAD SHX Text 6'-0" Min. for Metallic Pipe

AutoCAD SHX Text Insulation not placed around steps see Note 7.

AutoCAD SHX Text (DR17 or less for HDPE)

AutoCAD SHX Text insulation jacket

AutoCAD SHX Text Embedded steel manhole cover, see Steel Manhole Cover Detail

AutoCAD SHX Text *Hinge side see Steel Manhole Cover Detail

AutoCAD SHX Text

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 3"

AutoCAD SHX Text Step

AutoCAD SHX Text 1'-2"± Min.

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 2.0'

AutoCAD SHX Text 2 or 3 inch single body combination air valve

AutoCAD SHX Text Inflow preventer not shown, see Section B-B and Plan

AutoCAD SHX Text 2 or 3-inch ball valve

AutoCAD SHX Text 6" Min.

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text Coarse concrete aggregate

AutoCAD SHX Text Compacted backfill 95% compaction

AutoCAD SHX Text Place native material in the top 6" of compacted backfill

AutoCAD SHX Text 2.0'(typ.)

AutoCAD SHX Text Begin finished grade, slope 15:1 away from vault

AutoCAD SHX Text Insulation not shown

AutoCAD SHX Text Tapping saddle to match air valve size, (diameter and pressure rating to match main line). For nonmetallic pipe section only. See Section A-A.

AutoCAD SHX Text D

AutoCAD SHX Text 9"

AutoCAD SHX Text Finished grade, slope 15:1 away from vault

AutoCAD SHX Text 48" Dia. Precast concrete lid, ASTM C478

AutoCAD SHX Text 9" Min.

AutoCAD SHX Text Insulation jacket see Notes.

AutoCAD SHX Text Slope excavation as required for stability (Typ.)

AutoCAD SHX Text See drawing (60127) for pressure pipe trench details.

AutoCAD SHX Text

0.7 D

AutoCAD SHX Text Embedded steel manhole cover, see Steel Manhole Cover Detail

AutoCAD SHX Text 4" Standard steel pipe

AutoCAD SHX Text 9"

AutoCAD SHX Text 2 or 3 inch extra strong schedule 40 steel nipple

AutoCAD SHX Text E

AutoCAD SHX Text Bracket attached to wall per manufacturer's recommendations

AutoCAD SHX Text 2 or 3 inch single body combination air valve

AutoCAD SHX Text Insect screen #24 Mesh see Notes

AutoCAD SHX Text Inflow preventer

AutoCAD SHX Text Two way draft damper, see specifications and Section E-E.

AutoCAD SHX Text 1'-5 "12"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text A-Lock seal or equal

AutoCAD SHX Text 4'-0"

AutoCAD SHX Text 2 or 3 -inch 90°steel elbow (typ.)

AutoCAD SHX Text 3"

AutoCAD SHX Text Mechanical supports (2) see, (60136)

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 9"

AutoCAD SHX Text H

AutoCAD SHX Text H(60136)

AutoCAD SHX Text

AIR VALVE ASSEMBLY DETAIL

AutoCAD SHX Text 2" or 3" Ball valve

AutoCAD SHX Text 2" or 3" tapping saddle, see Sections A-A and B-B

AutoCAD SHX Text 3"

AutoCAD SHX Text 2 or 3 inch single body combination air valve

AutoCAD SHX Text 2 or 3 inch extra strong nipple 3-inches long

AutoCAD SHX Text 2 or 3 inch schedule 40 Steel pipe

AutoCAD SHX Text other strand

AutoCAD SHX Text Tack weld every

AutoCAD SHX Text Pipe

AutoCAD SHX Text

DETAIL A

AutoCAD SHX Text #24 Mesh non-corrodible screen, see Notes.

AutoCAD SHX Text 8"

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 3"

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text

STEEL MANHOLE COVER DETAIL

AutoCAD SHX Text 3 "12"

AutoCAD SHX Text Round Bar Handle

AutoCAD SHX Text 3" X " Flat 14" Flat 32" O.D.

AutoCAD SHX Text 14"

AutoCAD SHX Text Typ.

AutoCAD SHX Text H

AutoCAD SHX Text H/2

AutoCAD SHX Text 14"

AutoCAD SHX Text 14" x 1" Steel Collar

AutoCAD SHX Text

SECTION D-D

AutoCAD SHX Text D

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text C

AutoCAD SHX Text 30" I.D. x " wall 14" wall

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 12" dia. hole

AutoCAD SHX Text 8"

AutoCAD SHX Text 12" Dia. Round Bar

AutoCAD SHX Text 1'-5 "34"

AutoCAD SHX Text 1 " dia. drilled holes 18" dia. drilled holes for hinge pin

AutoCAD SHX Text 14" Steel Plate cover 31 " Dia.12" Dia.

AutoCAD SHX Text Riser

AutoCAD SHX Text See, Steel Hinge Plan Detail

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 4"

AutoCAD SHX Text 5 "1116"

AutoCAD SHX Text See, Cover Hinge Plate Detail and Riser Hinge Plate Detail

AutoCAD SHX Text Heavy duty locking hasp

AutoCAD SHX Text 3"

AutoCAD SHX Text 14"

AutoCAD SHX Text

COVER HINGE PLATE DETAIL

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 1" Dia.

AutoCAD SHX Text

STEEL HINGE PIN

AutoCAD SHX Text Extent of threads of hinge pin

AutoCAD SHX Text Tack weld nut to hinge pin

AutoCAD SHX Text 2"

AutoCAD SHX Text 1 " R38" R

AutoCAD SHX Text 2 "34"

AutoCAD SHX Text 4"

AutoCAD SHX Text 12" R

AutoCAD SHX Text

RISER HINGE PLATE DETAIL

AutoCAD SHX Text 1 " R38" R

AutoCAD SHX Text 2 "34"

AutoCAD SHX Text Lid

AutoCAD SHX Text Riser

AutoCAD SHX Text 14"

AutoCAD SHX Text 4 "38"

AutoCAD SHX Text 12" R

AutoCAD SHX Text 14"

AutoCAD SHX Text 5"

AutoCAD SHX Text 1"

AutoCAD SHX Text 116"

AutoCAD SHX Text 1"

AutoCAD SHX Text

STEEL HINGE PLAN DETAIL

AutoCAD SHX Text 1"

AutoCAD SHX Text Steel manhole cover

AutoCAD SHX Text F

AutoCAD SHX Text

SECTION E-E

AutoCAD SHX Text

SECTION F-F

AutoCAD SHX Text AWWA Class D Flange bolt circle

AutoCAD SHX Text 6 "34"

AutoCAD SHX Text 4" diameter 4" diameter standard steel pipe

AutoCAD SHX Text AWWA Class D Flange typ

AutoCAD SHX Text 8"

AutoCAD SHX Text Insulation jacket

AutoCAD SHX Text 48" Concrete precast manhole

AutoCAD SHX Text G

AutoCAD SHX Text A-Lock seal or equal

AutoCAD SHX Text 6" x 4" Std. steel reducer

AutoCAD SHX Text Short radius std. steel wall return bend

AutoCAD SHX Text Provide stainless steel insect screen, see Detail A

AutoCAD SHX Text 4" Std. steel 4" Std. steel pipe

AutoCAD SHX Text

SECTION G-G

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

PEER REVIEWER -

AutoCAD SHX Text

D.L. GESUNDHEIT

AutoCAD SHX Text

D.L. GESUNDHEIT

AutoCAD SHX Text

JERRY R. WAUGH, P.E.

AutoCAD SHX Text

JERRY R. WAUGH, P.E.

AutoCAD SHX Text

LINDA M. BOWLES, P.E.

AutoCAD SHX Text

CIVIL ENGINEER

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

NAVAJO-GALLUP SUPPLY PROJECT

AutoCAD SHX Text

NEW MEXICO

AutoCAD SHX Text

SAN JUAN LATERAL

AutoCAD SHX Text

NAVAJO CODE TALKERS SUBLATERAL REACHES 12.1 & 12.2

AutoCAD SHX Text

2 OR 3-INCH AIR VALVE

AutoCAD SHX Text

PLAN, SECTIONS, AND DETAILS

AutoCAD SHX Text

DENVER, CO

AutoCAD SHX Text 1695-D-60150

AutoCAD SHX Text 2018-05-18

AutoCAD SHX Text

OF 2

AutoCAD SHX Text AutoCAD Rel. 25.0s

AutoCAD SHX Text 1695-D-60150 2-INCH AIR VALVE INSTALLATION PLAN SECTIONS AND DETAILS POST AWARD.DWG

AutoCAD SHX Text

MARCH 24, 2026 17:21

AutoCAD SHX Text

KPELZER

AutoCAD SHX Text NOTES 1. Drawing not to scale. Drawing not to scale. 2. Construct air valve vertical. Construct air valve vertical. 3. Actual trench slopes will depend on soil stability. Actual trench slopes will depend on soil stability. 4. The height of 48" precast manhole shall be high enough to allow The height of 48" precast manhole shall be high enough to allow clearance between the top of the air valve and the bottom the concrete lid of the precast vault per the air valve manufacturer's recommendations. 5. Locate air valve on the side of the P.I. with the flatter slope and Locate air valve on the side of the P.I. with the flatter slope and as close to the P.I. as is practical. For air valve configuration where air valve occurs at a concrete encased miter bend, see (60251) and (60148). 6. For air valve locations and sizes, see (60151). For air valve locations and sizes, see (60151). 7. Extend insulation jacket a minimum of 36" below finish grade Extend insulation jacket a minimum of 36" below finish grade insulation. Provide 1'-0" clearance of vault insulation jacket from centerline of steps on either side. Insulate bottom of embedded steel and precast concrete lids. Keep insulation jacket from support brackets of the inflow preventer. 8. Sections A-A and B-B are for configurations without a pressure Sections A-A and B-B are for configurations without a pressure transducer. For the air valve upstream of the McKinley Hill Tank at Station 122069+50 on Reach 12.2, see Air Valve Assembly Detail. 9. The #24 non-corrodible screen uses a wire of 0.014 inches which The #24 non-corrodible screen uses a wire of 0.014 inches which produces an opening of 0.0277 inches. 10. Mount inflow preventer at highest point in concrete manhole where Mount inflow preventer at highest point in concrete manhole where possible. 11. Pipe fittings to be coated and lined according to the specifications.Pipe fittings to be coated and lined according to the specifications.

AutoCAD SHX Text

REV NO

AutoCAD SHX Text

REV NO

AutoCAD SHX Text

REV NO

AutoCAD SHX Text

REV NO

AutoCAD SHX Text

REV NO

AutoCAD SHX Text

REV NO

mnance Text Box

FOR INFORMATION ONLY

TYPICAL BARRIER POST

INSTALLATION DETAIL

Managing

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AutoCAD SHX Text A

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

SECTION A-A

AutoCAD SHX Text 20'-0"

AutoCAD SHX Text 3'-8"

AutoCAD SHX Text 1'-3"

AutoCAD SHX Text 4'-4"

AutoCAD SHX Text 1'-8"

AutoCAD SHX Text 3'-0"

AutoCAD SHX Text 4'-1"

AutoCAD SHX Text B

AutoCAD SHX Text C

AutoCAD SHX Text 1" Gap

AutoCAD SHX Text Collar 1, see (60158)

AutoCAD SHX Text 6" Filling line, see Sections B-B and C-C

AutoCAD SHX Text 6" Filling line connection

AutoCAD SHX Text See Welded Welded Rectangular Barrier

AutoCAD SHX Text 6" AWWA manually operated butterfly valve, suitable for buried service

AutoCAD SHX Text 24" I.D. steel pipe

AutoCAD SHX Text Flexible unrestrained coupling

AutoCAD SHX Text Station as shown on the Plan and Profiles

AutoCAD SHX Text 24" AWWA manually operated butterfly valve, suitable for buried service, see NOTES

AutoCAD SHX Text 2'-8"

AutoCAD SHX Text 30" I.D. X 24" I.D. steel pipe taper or 24" x 24" I.D. steel pipe adaptor

AutoCAD SHX Text 6" Filling line, see Sections B-B and C-C.

AutoCAD SHX Text Valve box for buried valve

AutoCAD SHX Text 6" Filling line connection

AutoCAD SHX Text Reinforcement not shown, see (60158)

AutoCAD SHX Text 1.0'

AutoCAD SHX Text Pipe Trench earthwork in accordance with (60127)

AutoCAD SHX Text 1.0'

AutoCAD SHX Text Pipe

AutoCAD SHX Text See Detail 1 Detail 1

AutoCAD SHX Text Collar 2, see (60158)

AutoCAD SHX Text 30" I.D. X 24" I.D. steel pipe taper or 24" x 24" I.D. steel pipe adaptor

AutoCAD SHX Text Reinforcement not shown, see (60158)

AutoCAD SHX Text For anchor ring, see (60158)

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text For flexible coupling, see (60253)

AutoCAD SHX Text 2'-6"

AutoCAD SHX Text For flexible coupling, see (60253)

AutoCAD SHX Text For CLSM placement on line pipe, see (60127).

AutoCAD SHX Text Extend to ground surface

AutoCAD SHX Text Compacted backfill to minimum 95% standard Proctor (typ.)

AutoCAD SHX Text Line Pipe

AutoCAD SHX Text Articulating Steel Pipe

AutoCAD SHX Text Flexible unrestrained Flexible unrestrained coupling

AutoCAD SHX Text 1 :112:1

AutoCAD SHX Text Extend to ground surface

AutoCAD SHX Text 1 :112:1

AutoCAD SHX Text 1.0'

AutoCAD SHX Text Compacted backfill to minimum 95% standard Proctor (typ)

AutoCAD SHX Text 1 :112:1

AutoCAD SHX Text 1.0'

AutoCAD SHX Text 24" AWWA manually operated butterfly valve, suitable for buried service, see NOTES

AutoCAD SHX Text Compacted backfill to minimum 95% standard Proctor (typ)

AutoCAD SHX Text For type 2 and 3 materials over-excavate as shown. For type 1 materials excavate as required for placement directly against in-situ materials.

AutoCAD SHX Text For CLSM placement on line pipe, see (60127).

AutoCAD SHX Text

SECTION B-B

AutoCAD SHX Text 5"

AutoCAD SHX Text Grooved-end type coupling

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 1'-1"

AutoCAD SHX Text 2'-5"

AutoCAD SHX Text Welding pad, see Welding Pad Detail

AutoCAD SHX Text 24" I.D. steel pipe

AutoCAD SHX Text Orifice plate, see (60152)

AutoCAD SHX Text PI 6", 90° Std.steel welding elbow

AutoCAD SHX Text Flanged joint

AutoCAD SHX Text 6" Std. steel pipe

AutoCAD SHX Text

SECTION C-C

AutoCAD SHX Text 3'-6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 2'-0"

AutoCAD SHX Text 6" Std. steel pipe

AutoCAD SHX Text Flanged joint

AutoCAD SHX Text PI 6", 90° Std.steel welding elbow

AutoCAD SHX Text Grooved-end type coupling

AutoCAD SHX Text Welding pad, see Welding Pad Detail

AutoCAD SHX Text 24" I.D. steel pipe

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 1'-6"

AutoCAD SHX Text 9" Min.

AutoCAD SHX Text Concrete

AutoCAD SHX Text 3" Std. steel post

AutoCAD SHX Text Cap or fill posts

AutoCAD SHX Text with concrete

AutoCAD SHX Text Finished ground

AutoCAD SHX Text surface

AutoCAD SHX Text 1 " Std. steel pipe12" Std. steel pipe

AutoCAD SHX Text 2'-0"Min.

AutoCAD SHX Text 4'-4"Min.

AutoCAD SHX Text 2'-0"Min.

AutoCAD SHX Text

WELDED RECTANGULAR BARRIER

AutoCAD SHX Text 3" Std. steel post, see Typical Barrier Post Installation

AutoCAD SHX Text 4'-4"Min.

AutoCAD SHX Text 2'-4"Min.

AutoCAD SHX Text 1 " Std. steel pipe, weld to 12" Std. steel pipe, weld to vertical post

AutoCAD SHX Text Butterfly Butterfly valve operator

AutoCAD SHX Text Butterfly valve Butterfly valve operator

AutoCAD SHX Text Outline of concrete around valve box

AutoCAD SHX Text WELDING PAD DETAIL Design According to AWWA M11 (Not to Scale)

AutoCAD SHX Text Std. steel pipe

AutoCAD SHX Text D

AutoCAD SHX Text D/2 Min.

AutoCAD SHX Text Pad D/2 x t"

AutoCAD SHX Text t

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text D

AutoCAD SHX Text E

AutoCAD SHX Text 4-#4 ef

AutoCAD SHX Text

DETAIL 1

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text See Detail 2

AutoCAD SHX Text 2"

AutoCAD SHX Text E

AutoCAD SHX Text

(4) - " dia. x 1 - " zinc - " dia. x 1 - " zinc 14" dia. x 1 - " zinc 14" zinc plated hammer drive anchors. Install per manufacturer's recommendations

AutoCAD SHX Text Exterior aluminum sign (name plate)

AutoCAD SHX Text Valve#_ _

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text Flow Direction

AutoCAD SHX Text 12" text

AutoCAD SHX Text See Note 2

AutoCAD SHX Text

DETAIL 2

AutoCAD SHX Text 4" BFV Fill Line

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text Lockable cover, see specifications paragraphs

AutoCAD SHX Text

SECTION D-D

AutoCAD SHX Text

SECTION E-E

AutoCAD SHX Text 4-#4

AutoCAD SHX Text 6" standard steel pipe valve box

AutoCAD SHX Text Furnish and install square stem extension as required

AutoCAD SHX Text Square nut operator

AutoCAD SHX Text Notch pipe as required to obtain snug and overlapping fit

AutoCAD SHX Text Square nut operator

AutoCAD SHX Text Notch pipe as required to obtain snug and overlapping fit

AutoCAD SHX Text Rod (extend to surface)

AutoCAD SHX Text OPERATING CRITERIA 1. High performance bypass butterfly valve shall be fully open when operated. 2. Excavation around blocking shall not occur when the pipeline is under hydrostatic pressure.

AutoCAD SHX Text NOTES 1. Drawing not to scale. 2. Sectionalizing valve will require a bypass. 3. For pipe trench earthwork details, see (60127). 4. The minimum steel plate thickness shall be the thickness of the steel line pipe. For the steel line pipe thickness see specifications. 5. Piping next to butterfly valves may require 1" oversizing so that the applied interior lining will not reduce the inside dimension to a smaller size which could prevent the butterfly valve from opening. Valve bypass piping shall be epoxy lined. 6. For details of collars, see (60158). 7. Flange class shall meet pressure requirement designated by adjacent symbol line pipe. Flange drilling shall match mating flange. 8. Contractor may submit alternate designs (eg. other types of pipe and fittings) for approval. 9. The inside diameter of the steel pipe is to the inside of the cement mortar lining. 10. For sectionalizing valve installation layout, see (60253). 11. Provide 300 psi minimum rated manually-operated butterfly valve.

AutoCAD SHX Text

SECTIONALIZING VALVE TABLE REACH 12.1

AutoCAD SHX Text Valve Number

AutoCAD SHX Text

STATION

AutoCAD SHX Text

PIPE CENTERLINE ELEVATION

AutoCAD SHX Text

HEAD CLASS (FT)

AutoCAD SHX Text

BUTTERFLY VALVE TYPE

AutoCAD SHX Text

NUMBER OF HOLES IN THE ORIFICE PLATE

AutoCAD SHX Text

AutoCAD SHX Text 121125+20

AutoCAD SHX Text 6576.09

AutoCAD SHX Text

AutoCAD SHX Text See Note11

AutoCAD SHX Text

AutoCAD SHX Text 121217+80

AutoCAD SHX Text 6661.07

AutoCAD SHX Text

AutoCAD SHX Text 250B

AutoCAD SHX Text

AutoCAD SHX Text 121325+49

AutoCAD SHX Text 6842.10

AutoCAD SHX Text

AutoCAD SHX Text 250B

AutoCAD SHX Text

AutoCAD SHX Text 121491+49

AutoCAD SHX Text 6708.44

AutoCAD SHX Text

AutoCAD SHX Text 250B

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

PEER REVIEWER -

AutoCAD SHX Text

D.L. GESUNDHEIT

AutoCAD SHX Text

D.L. GESUNDHEIT

AutoCAD SHX Text

JERRY R. WAUGH, P.E.

AutoCAD SHX Text

JERRY R. WAUGH, P.E.

AutoCAD SHX Text

LINDA M. BOWLES, P.E.

AutoCAD SHX Text

CIVIL ENGINEER

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

NAVAJO-GALLUP SUPPLY PROJECT

AutoCAD SHX Text

NEW MEXICO

AutoCAD SHX Text

SAN JUAN LATERAL

AutoCAD SHX Text

NAVAJO CODE TALKERS SUBLATERAL REACHES 12.1 & 12.2

AutoCAD SHX Text

SECTIONALIZING VALVE INSTALLATION

AutoCAD SHX Text

PLAN, SECTIONS, AND TABLE

AutoCAD SHX Text

DENVER, CO

AutoCAD SHX Text 1695-D-60157

AutoCAD SHX Text 2018-05-18

AutoCAD SHX Text

OF 3

AutoCAD SHX Text AutoCAD Rel. 25.0s

AutoCAD SHX Text

1695-D-60157-RD-1.DWG

AutoCAD SHX Text

MARCH 25, 2026 12:17

AutoCAD SHX Text

KPELZER

AutoCAD SHX Text

SECTIONALIZING VALVE TABLE REACH 12.2

AutoCAD SHX Text Valve Number

AutoCAD SHX Text

STATION

AutoCAD SHX Text

PIPE CENTERLINE ELEVATION

AutoCAD SHX Text

HEAD CLASS (FT)

AutoCAD SHX Text

BUTTERFLY VALVE TYPE

AutoCAD SHX Text

NUMBER OF HOLES IN THE ORIFICE PLATE

AutoCAD SHX Text

AutoCAD SHX Text 122205+50

AutoCAD SHX Text 6801.35

AutoCAD SHX Text

AutoCAD SHX Text 250B

AutoCAD SHX Text

AutoCAD SHX…

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