DRAFT_NGWSP-Block2-3HDD_90-Pct-Drawings_06132025_1.pdf

PDF 14 MB Posted Jul 22, 2025

Attached to: SAN JUAN LATERAL BLOCK 2-3 HDD
Solicitation number: 140R4025R0027
Issued by: Department of the Interior Bureau of Reclamation

About this file

Written by GovTribe AI · Jul 23, 2025

These are detailed engineering drawings for the Navajo-Gallup Water Supply Project's San Juan Lateral Block 2-3 Horizontal Directional Drilling (HDD) segments. The drawings comprehensively document three critical HDD crossing locations: Shumway Arroyo, San Juan River, and Nenahnezad Bluff, and the Chaco River. Each location includes precise plan and profile views, geological data, construction right-of-way details, pipe laydown areas, and contractor use areas. The technical drawings specify 36-inch pipeline installation using horizontal directional drilling techniques, with detailed elevation profiles, geological strata information, and precise geographical coordinates for each drilling segment. The project involves complex pipeline routing through challenging terrain, including river and arroyo crossings, with meticulous attention to geological conditions, elevation changes, and construction access requirements.

The drawings are part of the Bureau of Reclamation's Navajo-Gallup Water Supply Project, specifically focusing on the San Juan Lateral Block 2-3 segment. They provide comprehensive engineering details for horizontal directional drilling operations, including geological investigations (via drill hole logs), pipeline routing, construction right-of-way extents, and staging areas. The technical documentation includes precise measurements, geological stratification data, elevation profiles, and coordinates for drilling entry and exit points. Each HDD segment is carefully mapped with considerations for terrain, existing infrastructure, and environmental conditions, demonstrating a detailed approach to pipeline installation across complex geographical landscapes.

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File	Type	Posted
Sources_sought_Amd_1_22JUL25_2.docx	DOCX document	Jul 22, 2025
Sources_sought_22JUL25_1.docx	DOCX document	Jul 22, 2025
DRAFT_NGWSP-Block2-3HDD_90-Pct-Specifications_06132025_1.pdf	PDF	Jul 22, 2025
DRAFT_NGWSP-Block2-3HDD_90-Pct-Drawings_Geology_and_Logs_06132025_1.pdf	PDF	Jul 22, 2025

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REACH 3

REACH 4C

REACH 7

REACH 8

REACH 9A

REACH 10

REACH 10.1

REACH 10.2

REACH 10.3

REACH 11

REACH 12A

REACH 12BREACH 12.2

REACH 12.1 REACH 13

REACH 22A

REACH 22B

ENWP PHASE 3

ENWP PHASE 2

REACH 24.1

LYBROOK CONNECTION

REACH 24.1

JAN STUB

REACH 25

REACH 26.1

REACH 26.2

REACH 26.3

REACH 14.6A

REACH 14.8A

REACH 27

(GALLUP REGIONAL)

SHIPROCK CONNECTION

SANOSTEE

NEWCOMB

SHIPROCK

FARMINGTON

BLOOMFIELD

GALLUP

CROWNPOINT

NAPI TO

Tsé Da’azkání Pumping Plant (2)

Tó Ałts’íísí Pumping Plant (3)

Tooh Haltsooi Pumping Plant (4)

Bahastł’ah Pumping Plant (7)

Tohlakai Hill Pumping Plant (9,10)

Pumping Plant No. 1(c)

Pumping Plant No. 2(c)

14.3a Pumping Plant (284gpm)

14.1 Pumping Plant

14.2 Pumping Plant

14.6 Pumping Plant

14.7a Pumping Plant

Pumping Plant No. 3(c)

Reach 25 Booster Station

Phase 3 Booster Station

Phase 2 Booster Station

JICARILLA

APACE INDIAN

RESERVATION

TOHATCHI

NASCHITTI

NAKAIBITO

Huerfano Turnout

Nageezi Turnout

Counselor Turnout

Ojo-Encino North Turnout

Pueblo Pintado Turnout

Torreon Turnout

Tohatchi/Buffalo Springs TO

Sheep Springs N Turnout

Sanostee/Burnham Turnout

Rock Springs Turnout

Newcomb Turnout

Naschitti Turnout

Window Rock Turnout

Jicarilla Apache Nation Turnout

Twin Lakes Turnout

Na v a j o I nd i an I r r i gat i on P r o j e c t

Ma i n Cana l

REACH 21

REACH 4B

CUTTER LATERAL WATER

TREATMENT PLANT

R io

A rr ib a

San Juan

S an do va l

McKinley

A pa ch e

Cibola

REACH 9B

BECLAIBITO

SHIPROCK

RED VALLEY

NEZAHNEZAD FRUITLAND UPPER

SANOSTEE

HUERFANO

LUKACHUKAI

COVE

ROUND ROCK

SWEETWATER

TSAILE/WHEATFIELDS

NEWCOMB

TWO GREY HILLS

BURNHAM

SHEEP SPRINGS

CRYSTAL

SAWMILL

NASCHITTI

WHITEROCK LAKE VALLEY

NAGEEZI

RED LAKE MEXICAN SPRINGS

TOHATCHI

FORT DEFIANCE

TWIN LAKES

COYOTE CANYON

NAHODISHGISH

STANDING ROCK

ROCK SPRINGS

TSAYATCH

CHURCH ROCK

MARIANO LAKE

IYANBITO SMITH LAKE

CASAMERA LAKE

LITTLEWATER

CROWNPOINT

THOREAU

RED ROCK

MANUEITO

BREADSPRINGS

BACA/HAYSTACK

CHICHILTAH

LUPTON

HOUCK

OAKS SPRINGS

KINLICHEE

CANONCITO

WHITE HORSE LAKE

PUEBLO PINTADO

BECENTI

TORREON

OJO ENCINO

COUNSELOR

SAINT MICHAELS

NAHATA DZIIL

RAMAH

CHINLE

NAZLINI

CUTTER

RESERVOIR

ANIM

RIVER

For Location Map see drawing number 1695-529-131.

REACH 6

REACH 4A

Pumping Plant (1)

SAN JUAN

GENERATING

STATION

RESERVOIR

SAN JUAN RIVER

INTAKE (REACH 1)

MORGAN

LAKE

REACH 2

NAPI Turnout

Exisiting 42" PNM Pipeline

Pumping Plant No.12 Standing Rock Pumping Plant

Crownpoint Turnout

Pumping Plant No.13

Pumping Plant No.14

REACH 10.1.1

CROWNPOINT CONNECTION

SAN JUAN LATERAL

WATER TREATMENT PLANT

Shiprock Turnout

Pumping Plant No. 8

San Juan River Intake and Pumping Plant

Dona Ana

Los Alamos Harding Mora

Taos Rio Arriba

Quay

Guadalupe

San Juan

Sandoval

Sierra

Lincoln

Bernalillo

Union

Valencia

Hidalgo

Curry

Roosevelt

Chaves

De Baca

Santa Fe

Otero

San Miguel

Grant

Luna

Lea

Torrance

Catron

Cibola

Colfax

Socorro

McKinley

Eddy

COLORADO

A R

O N

O K

H O

M A

TEX

A S

NEW MEXICO

MEXICO

R io

A rr ib a

San Juan

S an do va l

McKinley

A pa ch e

Cibola

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

-D

-6

-R

D -1

.D W

S T

S A V

D A

-0 5-

S T

S A V

B Y

A M

A R 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

C K

H O

O N

A L

D R

GENERAL MAP

DENVER, CO

1695-D-62448

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

KARUN WINSTEIN

JALISSA DEHAAN

WASHINGTON

OREGON

MONTANA

WYOMING

IDAHO

CALIFORNIA

NEW MEXICO

ARIZONA

KEY MAP

COLORADO

NEVADA

UTAH

General Map Area

LEGEND

A R I Z O

N A

N E W

E X I C O

For Location Map of 3 see drawing number 1695-D-T103492-RD-1.

Miles 0 5 10

Pipeline (Varied by Reach)

Water Treatment Plant

Pumping Plant Location

Turnout Location

Jicarilla Indian Reservation

Navajo Nation Indian Reservation (Chapters)

Highway (as desiginated)

County Line

For Location Map of 2 see drawing number 1695-D-T103491-RD-1.

Reach 4C

Tó Ałts’íísí Pumping Plant (3)

Reach 4B

Tsé Da’azkání Pumping Plant (2)

Reach 4A

San Juan Lateral Water Treatment Plant

Reach 3

Location Area Map

Reach 2

SAN JUAN RIVER

INTAKE (REACH 1)

Existing 42" Pipeline (Reach 1)

Pumping Plant (1)

N.A.P.I.

Turnout

FRANK CHEE WILLETTO

RESERVOIR

Reach 3

Reach 2

Pumping Plant (1)

SAN JUAN RIVER

INTAKE (REACH 1)

Existing 42" Pipeline (Reach 1)

SHUMWAY HDD SHUMWAY ARROYO

SAN JUAN RIVER

MORGAN LAKE

SAN JUAN

HDD

NENAHNEZAD

HDD

ISR 36

CHACO HDD

N.A.P.I. Turnout

COLORADO

MEXICO

A R

O N

O K

H O

M A

TEX

A S

Dona Ana

Los Alamos Mora

Taos

Sierra

Sandoval

Lincoln

Union

Valencia Curry

Hidalgo

Chaves

De Baca

Grant

Santa Fe San Miguel

Cibola

Socorro Catron

Eddy

Harding

Rio Arriba

Guadalupe

Quay Bernalillo

Roosevelt

Otero

Luna

Lea

Torrance

Colfax

McKinley

San Juan

NEW MEXICO

Vicinity Map Area

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

KARUN WINSTEIN

JALISSA DEHAAN

KEY MAP

VICINITY MAP

LOCATION MAP

Feet 0 24000 48000

Feet 0 10000 20000

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

-D

-6

-R

D -2

.D W

S T

S A V

D A

-0 5-

S T

S A V

B Y

A M

A R 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

C K

H O

O N

A L

D R

LOCATION MAP

DENVER, CO

1695-D-62449

GENERAL NOTES

1. General Notes, Symbols, Abbreviations, and Pipe Classification apply to all plan and profile drawings.

2. Contractor shall determine the voltage at all power lines and share this information with the COR, prior to mobilization.

3. Stations are approximate and may be varied as directed.

4. Grid based on New Mexico State Coordinate System West Zone.

5. Reach 2 and 3 ground to grid conversion factor is 0.999713762328.

6. CAUTION: Call New Mexico One Call 811 before you dig.

PIPE CLASSIFICATIONS

The line pipe is designated as 36B425, 36B325, 36D450, etc.

The 36 indicates the nominal pipe diameter in inches. The letters B, C, and D denote cover class of 10, 15, and 20 feet respectively, of design earth cover over the top of the pipe. The letter K denotes steep pipe sections. The letters HDD denotes Horizontal Directional Drill. The number 425, 325, etc. denotes the maximum allowable hydrostatic pressure head, in feet, measured at the centerline of the pipe.

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

2398+00 2400+00 2402+00 2404+00 2406+00 2408+00 2410+00 2412+00 2414+00 2416+00 2418+00 2420+00 2422+00

2000 LF 36HDD375

(2016' PIPE LENGTH)

EL. 5122.92

EL. 5146.46

Proposed Shumway HDD

S=-0.19443

S=0.004

S=0.19432

S ta rt H

D D

0°

En d

H D

D Δ

0°

In ve rt S hu m w ay

A rr oy o

EL. 5114.87

B O

2" W at er lin e

B O

2" W at er lin e

Fa rm er s

M ut ua l

C on cr et e S ip ho n

PVI STA = 2404+78

PVI ELEV = 5030.00

R = 3750'

B V C S

B V C E:

C S

C E:

PVI STA = 2414+21

PVI ELEV = 5034.00

R = 3750'

B V C S

B V C E:

C S

C E:

Kpc

Qal

QalOriginal ground surface

D H

R 2-

-8

El ev

19.3

T.D. 40.0

g(CL)s

22.7

27.6

SHALE

28.2

38.4

31.2

SHALE

D H

R 2-

-3

El ev

19.0 20.0 20.8 22.8 25.8 26.3

39.2 41.8 45.0

50.0

55.0

T.D. 60.0'

CLSTN

SS/SLTSTN/CLSTN

CLSTN

SLTSTN

SS/SLTSTN/CLSTN

4.5

8.3

(SP)g

(SP-SM)

D H

R 2-

-3

El ev

T.D. 19.8'

(SP)g8.4 11.8

15.2 SS

D H

R 2-

-3

El ev

4.5

24.0 25.0

32.9 39.3

58.4

(SP-SM)

CLSTN

SLTSTN

SS/SLTSTN/CLSTN

T.D. 79.1' 78.1

D H

R 2-

-3

El ev

6.5 (SM)g

11.5

16.1

24.5 25.9 28.2

37.9

(SC)g s(CL)g

(SP)g

(CL)sg

SS/CLSTN

T.D. 95.5

No Recovery

7.3 4.0

SP-SM

40.5 CLSTN

Shale

Farmers Mutual Canal

RD 6800 PROPOSED SHUMWAY HDD

2420+00

END HDD

N=2097083.71 E=2542739.58

2400+00

START HDD

N=2099082.88 E=2542771.70

Construction

ROW

2407+90 Farmers Mutual 36" Concrete Siphon N=2098292.81 E=2542759.01

2407+66 BOR 42" Waterline N=2098317.35 E=2542759.40

2406+81 BOR 42" Waterline N=2098401.77 E=2542760.76

30'

151'

98'

41'

2413+93 ROW Change

2412+75 ROW Change

2404+15 ROW Change

100'

DHR2-22-8

DHR2-22-9DHR2-24-38DHR2-24-37

DHR2-24-35

Kpc

Qal

Kpc

Qal

Embankment

Farmers Mutual Concrete Siphon

5130 51

5140 5140

51505160

5140 51

2409+00 Shumway Wash

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

-D

-6

-R

D -3

.D W

S T

S A V

D A

-0 6-

S T

S A V

B Y

A M

A R 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

C K

H O

O N

A L

D R

SHUMWAY ARROYO

PLAN AND PROFILE

DENVER, CO

1695-D-62450

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

MARK SUTER

KYLIE PELZER

0 100' 200'

PLAN - SHUMWAY ARROYO HDD

PROFILE - SHUMWAY ARROYO HDD

HOR: 1" = 100', VERT: 1" = 20'

NOTES

1. Optional conductor casing not shown.

C H

S U

B M

R O

GEOLOGY

C hr is B ey er

K ri st op he r G ra ha m

C hr is B ey er

S up er vi so ry

G eo lo gi st

AutoCAD SHX Text Proposed Shumway HDD

PROPOSED SHUMWAY HDD

2376+00 2378+00 2380+00 2382+00 2384+00 2386+00 2388+00 2390+00 2392+00 2394+00 2396+00 2398+00 2400+00 2401+00

O ve rh ea d U til ity

.5 ft w ir e he ig ht

La yd ow n

Ex te nt

Original ground surface

S ta rt L ay do w n

D ri ve w ay

Shumway WashRD 6800

2400+00 Start Laydown N=2099082.88 E=2542771.70

Construction

ROW

2375+57 End Laydown N=2101297.85 E=2543479.78

2391+89 Overhead utility

PROPOSED

PIPE LAYDOWN

PROPOSED SHUMWAY HDD

2385+44 Driveway

2395+88 ROW change

150' 200'

2386+61 ROW Change

2383+67 ROW Change

2380+96 ROW Change

Avoid structure 99'

554' 519'

554'

343'

2380+96 ROW Change

2379+79 ROW Change

2378+78 ROW Change

Construction

ROW

Bend laydown within road ROW

ASSUMED

PULLBACK

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

-D

-6

-R

D -4

.D W

S T

S A V

D A

-0 5-

S T

S A V

B Y

M S U

¦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

C K

H O

O N

A L

D R

SHUMWAY ARROYO

PIPE LAYDOWN AREA

DENVER, CO

1695-D-62451

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

MARK SUTER

KYLIE PELZER

0 100' 200'

PLAN - SHUMWAY ARROYO CONSTRUCTION LAYDOWN

PROFILE - SHUMWAY ARROYO CONSTRUCTION LAYDOWN

HOR: 1"=100', VERT: 1"=20'

NOTES

1. xxxxx

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

PROPOSED SHUMWAY HDD

ASSUMED

Construction ROW

San Juan River

2624+00 Start HDD N=2089767.25 E=2542838.93

40'

DHR2-22-13

DHR2-22-15

Kpc

Qtg

Qal

40'

2600+00 End HDD N=2091902.85 E=2543932.51

200'

2620+60 Unpaved Ditch

2621+49 Unpaved Ditch

2600+05 Unpaved Ditch

2613+75 Canal

PROPOSED SAN JUAN HDD

2618+00 San Juan River

5060 50

80509051 005110

2599+00 2600+00 2602+00 2604+00 2606+00 2608+00 2610+00 2612+00 2614+00 2616+00 2618+00 2620+00 2622+00 2624+00 2625+00

En d

H D

D Δ

PVI STA = 2619+73

PVI ELEV = 4982.00

R = 3750'

B V C S

B V C E:

C S

C E:

PVI STA = 2608+54

PVI ELEV = 4987.00

R = 3750'

B V C S

B V C E:

C S

C E:

Original ground surface

S ta rt H

D D

0°

El. 5122.28

El. 5065.00

Qtg Qtg

Qtg

Kpc

S an

J ua n R iv er

See Note 1

U np av ed

D itc h

U np av ed

D itc h

C an al

U np av ed

D itc h

Proposed San Juan HDD

2400 LF 36HDD525

(2416' PIPE LENGTH)

D H

R 2-

-1

El ev

13.6

T.D. 120.0

COBBLES AND BOULDERS

18.6

26.0

SHALE

33.6 35.0 37.2

SHALE

D H

R 2-

-1

El ev

T.D. 80.0

10.5

SHALE

D H

R 2-

-1

El ev

T.D. 80.0

COBBLES AND

BOULDERS

SHALE

12.9

D H

R 2-

-1

El ev

T.D. 50.0

SHALE

12.9

SHALE (Kpc)

COBBLES AND

BOULDERS

S=-0.15838

S=-0.004

S=0.19443

Intersect zone

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

-D

-6

-R

D -5

.D W

S T

S A V

D A

-0 6-

S T

S A V

B Y

A M

A R 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

C K

H O

O N

A L

D R

SAN JUAN RIVER

PLAN AND PROFILE

DENVER, CO

1695-D-62452

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

MARK SUTER

KYLIE PELZER

0 100' 200'

C H

S U

B M

R O

GEOLOGY

C hr is B ey er

K ri st op he r G ra ha m

C hr is B ey er

S up er vi so ry

G eo lo gi st

PLAN - SAN JUAN HDD

PROFILE - SAN JUAN HDD

HOR: 1" = 100', VERT: 1" = 25'

NOTES

1. Use of conductor casing required, see Specifications

AutoCAD SHX Text

PROPOSED SAN JUAN HDD

Proposed San Juan HDD

Construction ROW

2600+00 Start Laydown N=2091902.84 E=2543932.53

Ditch

40'

5130 51

2580+85 Laydown Extent N=2093592.88 E=2544831.92

200'

838' 2586+45 Farm Track

2595+54 Unpaved Ditch

PROPOSED

PIPE LAYDOWN

PROPOSED SAN JUAN HDD

PROPOSED ADDITIONAL

PIPE LAYDOWN

2580+85 2582+00 2584+00 2586+00 2588+00 2590+00 2592+00 2594+00 2596+00 2598+00 2600+00 2601+00

Fa rm

T ra ck

U np av ed

D itc h

La yd ow n

Ex te nt

S ta rt L ay do w n

Original ground surface

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

-D

-6

-R

D -6

.D W

S T

S A V

D A

-0 6-

S T

S A V

B Y

A M

A R 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

C K

H O

O N

A L

D R

SAN JUAN RIVER

PIPE LAYDOWN AREA

DENVER, CO

1695-D-62453

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

MARK SUTER

KYLIE PELZER

0 100' 200'

PLAN - SAN JUAN CONSTRUCTION LAYDOWN

PROFILE - SAN JUAN CONSTRUCTION LAYDOWN

HOR: 1" = 100', VERT: 1" = 20'

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

PROPOSED SAN JUAN HDD

PROPOSED ADDITIONAL

IRR

TPR2-22-17

2-13

TPR2-22-16

TPR2-22-14

DHR2-22-18

Qal

Kpc

Fill Qal

Kpc

Fill

Qal al

Kpc

Qal

Kpc Qal

QalKpc

Kpc

NTUA

Waterline

NNMP Waterline

2800+00 Begin HDD N=2089075.44 E=2541214.56

Proposed HDD

2832+94 End HDD N=2086090.79 E=2539823.11

Yellowman Waterline

APS Waterline

NTUA

Waterline

Construction

ROW

75'

2796+00 2800+00 2804+00 2808+00 2812+00 2816+00 2820+00 2824+00 2828+00 2832+00 2834+00

3294 LF 42HDD600

(3323' PIPE LENGTH)

Original ground surface

S=-0.17643

S=0.15835

S ta rt H

D D

PVI STA = 2808+40.00

PVI ELEV = 4941.60

R = 4400'

B V C S

B V C E:

C S

C E:

El. 5089.8

El. 5330.2

Optional intersect zone

En d

H D

D Δ

0°

2808+58± NTUA 18-inch Ø Waterline Top of Pipe = 5176.1±

2825+68± APS 36-inch Waterline Top of Pipe = 5344.1±

172'

126'

R oa d N

Optional conductor casing not shown.

B ur ie d

Te le co m lin e

B ur ie d

Te le co m lin e

Proposed HDD

D H

R 2-

-1

El ev

Pr oj

T.D. 21.0

16.4

SS(Kpc)

SHALE(Kpc)

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

-D

-6

-R

D -7

.D W

S T

S A V

D A

-0 6-

S T

S A V

B Y

A M

A R 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

C K

H O

O N

A L

D R

NENAHNEZAD BLUFF

PLAN AND PROFILE

DENVER, CO

1695-D-62454

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

A. Marner

K. Pelzer

PLAN - HDD NENAHNEZAD BLUFF

1" = 200'

PROFILE - HDD NENAHNEZAD BLUFF

HOR: 1" = 200', VERT: 1" = 100'

DRILL HOLE R2-22-18 STICK LOG

NOT TO SCALE

C H

S U

B M

R O

GEOLOGY

C hr is B ey er

K ri st op he r G ra ha m

C hr is B ey er

S up er vi so ry

G eo lo gi st

AutoCAD SHX Text Proposed HDD

Proposed HDD

IRR

TPR2-22-13

TPR-22-12

TPR2-22-14

Qal

Kpc

FillQal

Kpc

Fill

Qal

NNMP Waterline

Cl. Proposed HDD

2800+00 Begin HDD N=2089075.44 E=2541214.56

250' x 150'

STAGING AREA

Yellowman Waterline

NTUA Waterline

2832+00 2834+00 2836+00 2838+00 2840+00 2842+00 2844+00 2846+00 2848+00 2850+00 2852+00 2854+00 2856+00 2858+00 2860+00 2862+00 2864+00 2866+00 2868+00 2870+00 2872+00

H D

D R

B A C K

Original ground surface

El. 5330.2

S=0.15835

D H

D D

L A

U T

TPR2-22-17

KpcQal

Qal

2832+94 End HDD N=2086090.79 E=2539823.11

75'

LAYDOWN ROW

200' X 100' HDD EXIT PIT

NAVAJO-GALLUP WATER

SUPPLY PROJECT REACH 2

(By Others)

2866+17

END LAYOUT AREA

N=2083079.87 E=2538419.41

PROPOSED

PIPE LAYDOWN

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

-D

-6

-R

D -8

.D W

S T

S A V

D A

-0 6-

S T

S A V

B Y

A M

A R 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

C K

H O

O N

A L

D R

NENAHNEZAD BLUFF

PIPE LAYDOWN AREA

DENVER, CO

1695-D-62455

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

A. Marner

K. Pelzer

PARTIAL SITE PLAN - NENAHNEZAD BLUFF HDD STAGING AREA

PROFILE - NENAHNEZAD BLUFF CONSTRUCTION LAYDOWN

Hor. 1" = 200' Vert. 1" = 40'

0 400'200'

PARTIAL SITE PLAN - NENAHNEZAD BLUFF HDD EXIT AND LAYOUT AREAS

0 400'200'

AutoCAD SHX Text

NAVAJO-GALLUP WATER

PROPOSED

3798+00 3800+00 3802+00 3804+00 3806+00 3808+00 3810+00 3812+00 3814+00 3816+00 3818+00 3820+00 3822+00

40.0'

PVI STA = 3806+50.00

PVI ELEV = 4940.50

R = 3750'

B V C S

B V C E:

C S

C E:

PVI STA = 3815+50.00

PVI ELEV = 4936.90

R = 3750'

B V C S

B V C E:

C S

C E:

C ha co R iv er

S ta rt H

D D

El. 5061.90

El. 5054.07

PROPOSED CHACO RIVER HDD

Original ground surface

Qal

D H

-2 1-

El ev

Pr oj

CLSTNE

4.9 5.9

R 3-

-1

2.3 SC

SHALE

El ev

(P ro j.

R t.

D H

-2 1-

El ev

Pr oj

T.D. 80.0

2.2 SM

SHALE

31.4 33.3 38.6

51.5

58.7

SHALE

D H

-2 1-

El ev

Pr oj

T.D. 50.0

6.5

18.2

19.2 22.5 24.5

34.2

(SP)g

T.D. 80.0

Qal

Kch

Qal Kch

Qal

Kmf

H7, W7, FD0

H3, W5, FD0

H3, W3, FD0

H5, W3, FD0

H3, W3, FD0

H5, W5, FD0

H3, W5

FD0

H3, W5, FD3

H3, W7, FD0

H7, W7, FD0

H3, W7, FD0

26.8

(SP-SM)

SM1.5

38.2 (GC)s

11.6 T.D. 5.0

S=-0.18677

S=-0.00400

S= 0.

En d

H D

D Δ

2080 LF 36HDD550

(2099' PIPE LENGTH)

PROPOSED

CHACO RIVER HDD

50'

3820+80 End HDD N=2077543.43 E=2517648.36

70 50

60 5060

70 50

5060 50

90 50

Qal

Kmf

Kch

Qal

Kch

DHPNM-21-7 DHPNM-21-8

TPR3-21-18

DHPNM-21-6

N1 2E

49SE

N 2W

60NE

37E

5E20SE

3800+00 Start HDD ROW Changes N=2078063.12 E=2519661.78

CONSTRUCTION ROW

3815+10 Chaco River

100'

3816+96.46 ROW Changes

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

-D

-6

-R

D -9

.D W

S T

S A V

D A

-0 5-

S T

S A V

B Y

A M

A R 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

C K

H O

O N

A L

D R

CHACO RIVER

PLAN AND PROFILE

DENVER, CO

1695-D-62456

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

JALISSA DEHAAN

KELSI WHITESELL

0 100' 200'

NOTES

1. Drilling and pipe pullback may occur at either the start or the end of the Proposed Chaco River HDD.

PROFILE - CHACO RIVER HDD

HOR: 1" = 100', VERT: 1" = 20'

PLAN - CHACO RIVER HDD

C H

S U

B M

R O

GEOLOGY

C hr is B ey er

K ri st op he r G ra ha m

C hr is B ey er

S up er vi so ry

G eo lo gi st

AutoCAD SHX Text

PROPOSED CHACO RIVER HDD

PROPOSED

3818+00 3820+00 3822+00 3824+00 3826+00 3828+00 3830+00 3832+00 3834+00 3836+00 3838+00 3840+00 3842+00 3844+00

St ar t L ay do w n

En d

La yd ow n

Original ground surface

En d

3777+00 3778+00 3780+00 3782+00 3784+00 3786+00 3788+00 3790+00 3792+00 3794+00 3796+00 3798+00 3800+00 3802+00

St ar t L ay do w n

En d

La yd ow n

En d

Original ground surface

CONSTRUCTION

ROW

100'

3820+80 Start Laydown N=2077544.33 E=2517654.35

PROPOSED PIPE LAYDOWN

3841+60 End Laydown N=2077024.64 E=2515640.91

100'

Qal Qal

Kmf

DHPNM-21-8 N1

49SE

N 2W

PROPOSED

CHACO

RIVER HDD

70 50

5060 50

5090 5090

90 5090

508050

3842+10 End ROW N=2077012.15 E=2515592.51

605070

3800+00 Start Laydown N=2078064.02 E=2519667.79

3779+20 End Laydown N=2078583.71 E=2521681.23

CONSTRUCTION

ROW

100'

PROPOSED

PIPE LAYDOWN

50'

TPR3-21-17

20 51

5100 5100 50 90 5090

705080

5120 51

00 50

90 5090 50

5090 50

5080 5080

3778+80 End ROW N=2078593.71

E=2521719.95 PROPOSED CHACO RIVER HDD5110

40 A

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

-D

-6

-R

D -1

W G

S T

S A V

D A

-0 6-

S T

S A V

B Y

A A 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

C K

H O

O N

A L

D R

CHACO RIVER

PIPE LAYDOWN AREAS

DENVER, CO

1695-D-62457

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

JALISSA DEHAAN

KELSI WHITESELL

0 100' 200'

PLAN - CHACO RIVER CONSTRUCTION LAYDOWN

PROFILE - CHACO RIVER ALTERNATIVE CONSTRUCTION LAYDOWN

HOR: 1 " = 100' , VER: 1" = 20'

NOTES

1. For General Notes, Symbols, Abbreviations, Pipe Classification and Geology Note, see (60XXX).

2. HDD stations shown are approximate, subject to change based on Contractor design. See specifications for details.

3. All HDD drilling & pullback operations to be contained within the Construction ROW. All permanent HDD features to be contained within the Permanent ROW.

Location of drilling & receiving sites to be determined by Contractor.

4. Drilling and pipe pullback may occur at either the start or the end of the Proposed Chaco River HDD.

0 100' 200'

PLAN - CHACO RIVER ALTERNATIVE CONSTRUCTION LAYDOWN

PROFILE - CHACO RIVER CONSTRUCTION LAYDOWN

HOR: 1 " = 100' , VER: 1" = 20'

AutoCAD SHX Text

PROPOSED PIPE LAYDOWN

AutoCAD SHX Text

PROPOSED

AutoCAD SHX Text

PROPOSED

PROPOSED CHACO RIVER HDD

Contractor Use Area

L103

L104

L105

L106 L107

L108L109

L110

L111

L112

L113 L114 L115 L116 L117

L118

L119

L120

L1L2

L4 L5

L7 L8 L9

L10 L11 L12

L13

L14 L15

L16 L17 L18

L19

L20

L21 L22

L43

L44

L45 L46 L47

L50 L52

L53 L54

L55

L56 L57

L58

L59 L60

L61 L62

C3 L63

L64 L65

L66 C4 L68 L67

L69 L70 L71

L72

L73 L74

L75

L76

L77 L78

L79 L80

L81

L82

L101 L102

SJLWTP

(completed by Others)

See 1695-D-62459 for line and curve labels

LINE TABLE

LINE

L10

L11

L12

L13

L14

L15

L16

L17

L18

L19

L20

L21

L22

L23

L24

L25

L26

L27

L28

L29

L30

LENGTH

115.00

1241.70

349.18

884.83

492.66

1809.29

34.23

183.47

192.18

183.47

34.23

751.92

1521.50

1084.87

261.86

35.02

180.03

35.01

550.12

481.12

50.00

505.56

8.05

365.96

167.83

145.50

172.15

73.26

94.59

61.02

BEARING

N73°37'52"W

S16°24'00"W

S49°48'14"E

S49°51'50"W

S39°10'31"W

S50°49'29"E

S27°55'31"W

S39°10'31"W

S50°25'31"W

N50°49'29"W

S39°10'31"W

S72°55'31"W

S39°10'31"W

S60°12'15"W

S29°47'45"E

S60°12'28"W

N29°47'45"W

S60°12'10"W

S75°31'38"W

S14°28'22"E

S75°31'38"W

N56°51'53"W

N61°32'18"W

N64°19'50"W

N55°06'17"W

N54°57'43"W

N60°54'02"W

N70°57'36"W

LINE TABLE

LINE

L31

L32

L33

L34

L35

L36

L37

L38

L39

L40

L41

L42

L43

L44

L45

L46

L47

L48

L49

L50

L51

L52

L53

L54

L55

L56

L57

L58

L59

L60

LENGTH

43.76

26.19

80.07

33.58

47.52

28.96

143.58

49.00

108.50

60.78

123.61

1.73

1702.32

812.68

200.00

759.43

1254.47

216.93

35.37

100.03

35.35

1347.58

154.46

1542.84

3352.17

530.77

543.52

7293.48

1600.54

2622.57

BEARING

S9°00'22"E

S0°16'59"E

S13°44'51"W

S32°34'25"W

S38°06'59"W

S15°56'09"W

S10°57'09"W

S6°09'15"W

S0°14'27"W

S5°42'52"W

S13°56'35"W

N14°28'20"W

S75°31'38"W

S14°28'20"E

N75°31'38"E

S9°05'22"W

S80°58'43"E

S9°01'40"W

N80°58'43"W

S9°00'24"W

S38°48'50"W

S83°48'50"W

S56°00'41"W

N83°57'12"W

N81°02'39"W

N74°03'36"W

N86°11'44"W

N74°50'49"W

LINE TABLE

LINE

L61

L62

L63

L64

L65

L66

L67

L68

L69

L70

L71

L72

L73

L74

L75

L76

L77

L78

L79

L80

L81

L82

L83

L84

L85

L86

L87

L88

L89

L90

LENGTH

160.93

126.19

658.40

14.32

43.30

671.05

135.50

904.80

150.11

1105.32

2626.24

1599.50

7286.69

556.48

589.24

3369.70

1567.85

256.53

1769.74

37.00

300.30

156.23

162.02

63.18

108.42

47.12

141.87

24.17

44.57

37.87

BEARING

N83°38'32"W

N19°46'17"E

N74°45'41"W

S77°15'40"W

S15°14'19"W

S74°45'41"E

S19°46'17"W

N83°38'32"W

S6°21'28"W

S83°38'52"E

S74°50'49"E

S86°11'44"E

S74°03'36"E

S81°02'39"E

S83°57'12"E

N56°00'41"E

N83°48'50"E

N38°48'50"E

N9°01'28"E

N75°29'45"E

N75°31'38"E

N14°28'20"W

N13°56'35"E

N5°42'52"E

N0°14'27"E

N6°09'15"E

N10°57'09"E

N15°56'09"E

N38°06'59"E

N32°34'25"E

CURVE TABLE

CURVE

LENGTH

154.61

112.59

266.40

186.49

RADIUS

72.43

52.42

171.47

121.46

DELTA

122°18'19"

123°03'11"

89°00'49"

87°58'27"

Indian Service Route 36

Chaco River

In di an S er vi ce R ou te

LINE TABLE

LINE

L91

L92

L93

L94

L95

L96

L97

L98

L99

L100

L101

L102

L103

L104

L105

L106

L107

L108

L109

L110

L111

L112

L113

L114

L115

L116

L117

L118

L119

L120

LENGTH

85.85

30.18

46.09

59.25

91.79

72.25

173.79

146.62

166.53

354.93

100.00

532.65

50.00

1860.92

259.08

200.00

208.04

863.15

472.35

1067.21

1521.50

797.43

34.23

175.44

207.94

175.44

34.23

1797.83

1240.86

151.66

BEARING

N13°44'51"E

N0°16'59"W

N9°00'22"W

S70°57'36"E

S60°54'02"E

S54°57'43"E

S55°06'17"E

S64°19'50"E

S61°32'18"E

S56°51'53"E

S14°28'22"E

N75°31'38"E

S14°28'22"E

N75°31'38"E

N75°31'33"E

N14°28'22"W

S75°31'32"W

S75°31'38"W

N60°12'20"E

N39°10'31"E

N72°55'31"E

N39°10'31"E

N50°49'29"W

N50°25'31"E

N39°10'31"E

N27°55'31"E

S50°49'29"E

N39°10'31"E

N49°53'03"E

N16°29'49"E

Chaco River

Point of Beginning N: 2083314.13 E: 2526169.11

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

-D

-6

-R

D -1

W G

S T

S A V

D A

-0 6-

S T

S A V

B Y

A M

A R N

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

C K

H O

O N

A L

D R

CHACO RIVER

CONTRACTOR USE AREA

DENVER, CO

1695-D-62458

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

KELSI WHITESELL

JALISSA DEHAAN

NOTES

1. Contractor use area for access to site shall not exceed extents shown.

0 2000'1000'

PLAN - CONTRACTOR USE AREA

Chaco River, see note 1

Contractor Use Area

L103

L104

L20 L21

L22

L23

L24

L25

L26

L27

L28

L29 L30C1

L31 L32

L33

L34 L35

L36

L37

L38

L39

L40

L41

L42

L43

L48

L49 L50

L51

L80

L81

L82

L83

L84 L85

L86

L87

L88

L89

L90

L91

L92

L93 C2

L94 L95

L96

L97

L98

L99

L100

L101

L102

50Ch ac o

Ri ve r

Ch ac o Ri ve r

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

-D

-6

-R

D -1

W G

S T

S A V

D A

-0 6-

S T

S A V

B Y

A A 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

C K

H O

O N

A L

D R

CHACO RIVER

CONTRACTOR USE AREA

CHACO RIVER

DENVER, CO

1695-D-62459

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

KELSI WHITESELL

JALISSA DEHAAN

NOTES

1. Temporary construction access across the Chaco River allowed per Specifications.

2. Extents of contractor use area across the Chaco River are based off of an existing access road to nearby residents.

3. Access for residents required through all of construction.

4. For line and curve tables see 1695-D-62458.

0 100' 200'

PLAN - CONTRACTOR USE AREA CHACO RIVER

1.50"

34.00"

0.75"

G O

N M

E B

C K

S ee

N ot e

See Note 4

Trim line, see Note 5

See Note 2

SHEET

B U

U O

F R

O N

U .S

A R

O F

C T

N A M

E D

(T W

O L

(T W

O L

CONTENTS

(THREE LINES

MAXIMUM)

DETAILS

(THREE LINES

MAXIMUM)

CITY, STATE

PRJ-STA-SEQ

YYYY-MM-DD

NUMBER

DRAWN

ACCEPTED

BUREAU OF RECLAMATION

U.S. DEPARTMENT OF THE INTERIOR

YAKIMA PROJECT

KENNEWICK DIVISION

CHANDLER PUMPING PLANT

SWITCHYARD - STEEL STRUCTURES

DRAWN

MANUFACTURER OR CONTRACTOR

ACCEPTED

TITLE

1. Government will provide contractor with an electronic AutoCAD template to be used by manufacturer for submittal of manufacturer's/contractors drawing in Government format.

2. The manufacturer's title block and drawing revisions as a result of the submittal process, may be located anywhere outside of the trim lines. The location shown on this drawing is the Government's preferred area.

3. The manufacturer shall show the Government solicitation/specification number, the manufacturer's name, drawing and sheet number in this area.

4. Government drawing number(s) will be issued at the end of the submittal process and drawing will be entered into the Government's electronic drawing system by the Government.

5. Trim lines shall be shown on all submitted drawings.

NOTES

SHEET

B U

U O

F R

O N

U .S

A R

O F

N D

A R D

D R A W

N D

A R D

A N

D T

A L

G O

N M

D R A W

F O

R M

A T

DRAWING BORDER,

SAMPLE TITLE BLOCK,

AND SIGNATURE LINES

DENVER, CO

40-D-7102

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

ADMIN APPROVAL -

S. NITTA

D. CRAWFORD

-1

M en dl in

D T

C K A

N D

N A

R E

DRAWING BORDER

SAMPLE TITLE SAMPLE SIGNATURE LINES

-0

B ar th el

R od ne y

J P.

D T

C K A

N D

N A

R E

-0

Ba rt he l, Ro dn ey J

P .E

D D

R A W

T O

C U

R R

T D

R A W

O R D

S S

O R R

1. Information Management Handbook (IMH - 2020), Chapter 2, Section 9.A.4 - "Sheet Border" and Figures G2, G3, and G4.

REFERENCE

R. BARTHEL, P.E.

R.W. LAFOND, P.E.

R el ea se d

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

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

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

REV NO

AutoCAD SHX Text

REV NO

1695-D-62448-RD-1

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22 x 34

1695-D-62449-RD-2

Sheets and Views

62449

1695-D-62450-RD-3

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34x22

1695-D-62451-RD-4

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34x22

1695-D-62452-RD-5

Sheets and Views

22 x 34

1695-D-62453-RD-6

Sheets and Views

22 x 34

1695-D-62454-RD-7

Sheets and Views

22 x 34

1695-D-62455-RD-8

Sheets and Views

22 x 34

1695-D-62456-RD-9

Sheets and Views

22 x 34

1695-D-62457-RD-10

Sheets and Views

62457

1695-D-62458-RD-11

Sheets and Views

22 x 34

1695-D-62459-RD-12

Sheets and Views

22 x 34

40-D-7102.pdf

Sheets and Views

40-D-7102

File details come from the government source that posted it. Updated Jul 22, 2025.