Attachment_2_1_-_00_00_02_NGWSP_BLK_2-3_Drawings_05182026_0002.pdf
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- Attached to
- NGWSP BLOCK 2-3 PIPELINE
- Solicitation number
- 140R4026B0001
About this file
This document set consists of engineering design drawings and specifications for Reach 3 of the Navajo-Gallup Water Supply Project, a San Juan Lateral water transmission line in New Mexico managed by the Bureau of Reclamation. The project involves construction of approximately 4.4 miles of buried water transmission pipeline with associated appurtenances from Station 3302+00 to Station 3744+56.27. The pipeline ranges from 48 inches to 36 inches in diameter and includes reinforced concrete miter bends, sectionalizing butterfly valves with filling lines, air valves, blowoffs, buried manholes, and connection infrastructure at a water treatment plant regulating tank site.
Construction requirements include open-cut crossings at maintained and unmaintained roads with specified compaction percentages (85-95%), gravel resurfacing for maintained road replacements, utility relocations including a 4-inch NTUA waterline removal, buried utility coordination with overhead powerlines at three locations, and horizontal directional drilling (HDD) bore crossings where specified. The project involves complex geology with mixed rock and non-rock conditions requiring varied miter bend placement strategies documented in comprehensive data tables. Key construction details specify 75-foot-wide right-of-way throughout most segments, temporary safety fencing and monitoring at the terminal section, trench box requirements between certain stations, and manifold trenches using CLSM (Controlled Low-Strength Material). All elevations reference NAVD88 vertical datum and New Mexico State Plane Coordinate System West Zone (NAD83). The design was completed by Jacobs Engineering with a dated February 2026 baseline, requiring contractor verification of final angles, slopes, and measurements prior to construction.
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Text version
3320+00 3330+00 3340+00 3350+00
El ev at io n
Stations
3310+00 3320+00
48B75
PIPE
C O
M B
IN
ED
M
IT
ER
B
EN
D V
ER
TI
C A L
Δ
1°
'4 4"
C O
M B
IN
ED
Δ
1°
9'
1"
C O
M B
IN
ED
M
IT
ER
B
EN
D V
ER
TI
C A L
Δ
0°
'0 8"
C O
M B
IN
ED
Δ
' 4 8"
48B125 48B15048B125 48B175
B U
R
IE
D M
A N
H O
LE
Qal
Qal
Qal
Kpc
Kpc
TP
R 3-
-2
El ev
.3
Pr oj
2.0
T.D. 9.2
SM
SS
SC
TP
R 3-
-3
El ev
.1
Pr oj
R t.
5.
9'
4.5
T.D. 6.7
SM
SS
TP
R 3-
-4
El ev
.1
Pr oj
R t.
4.
5'
4.5
T.D. 6.7
SM
SS
48B100
Original ground surface
SAN JUAN
LATERAL
WATER
TREATMENT
PLANT
REGULATING
TANK SITE
(60809)
C O
N N
EC
T
TO
S
A N
J U
A N
LA
TE
R A L
W A
TE
R
TR
EA
TM
EN
T
PL
A N
T R
EG
U
LA
TI
N
G T
A N
K S
IT
E
FL
A N
G E
B
EG
IN
R
EA
C H
H
G L
EL
.9
H G
L
EL
.9
El. 5367.52
El. 5367.52 S=-0.03466
El. 5319.05
S=-0.01818
M ai nt ai ne d
R oa d
El. 5419.45
El. 5404.90
El. 5400.30
El. 5388.40
El. 5384.00
El. 5419.45
El. 5416.30 El. 5361.80 El. 5354.00
El. 5350.60
El. 5327.90
El. 5325.60
U nm ai nt ai ne d R oa d
B U
R
IE
D M
A N
H O
LE
PIPE Original ground surface
S=-0.03466
S=-0.05700
S=-0.01150
S=-0.04241
S=-0.01803
S=0.00000
S=-0.02100
S=-0.01576
S=-0.00504
S=-0.02481
S=-0.00590
O ve rh ea d U til ity
B ur ie d
W at er lin e O w ne r:
N
TU
A
To p of p ip e:
U nk no w n
O ve rh ea d U til ity
B ur ie d
W at er lin e O w ne r:
N
TU
A
To p of p ip e:
6.
AUGER BORE
.6
.5
Qal
Kpc
Kpc
Qal
D H
PN
M
-2 1-
El ev
.0
T.D. 19.5
3.3
SM
SS
TP
R 3-
-1
El ev
.3
Pr oj
R t.
7.
9'
2.0
T.D. 5.0
SM
SS
TP
R 2-
-2
El ev
.0
Pr oj
R t.
7.
3'
2.5
T.D. 6.0
SM
SS
O ve rh ea d U til ity
M A
TC
H L
IN
E
S
TA
0+
NAVAJO-GALLUP
WATER SUPPLY
PROJECT
REACH 3
CONSTRUCTION
ROW
75'
75'
SAN JUAN LATERAL
WATER TREATMENT
PLANT REGULATING
TANK SITE (60809)
WITH ACCESS ROAD
(60808)
5370 53
50 5340
54405420
Indian Service Route 36
NAVAJO-GALLUP WATER
SUPPLY PROJECT
REACH 2, see (60782)
3302+00
BEGIN REACH 3
N=2081444.94 E=2538277.31
3307+12 Buried Waterline
3304+44 Overhead Utility Owner: NTUA Height: 31.5' @ 41°F Skew Δ: 96°38" Lt.
KV: 7.97 kV
3313+62 Maintained Road, see Note 2
3331+13 Overhead Utility Owner: NTUA Height: 23.3' @ 30°F Skew Δ: 70°56' Lt.
KV: 7.97 kV
3340+33 Overhead Utility Owner: APS Height: 29.3' @ 30°F Skew Δ: 68°37' Lt.
KV: Unknown
3348+99 Unmaintained Road
3303+57 Buried Waterline to be removed, see (60809)
3339+83
BEGIN BORE
3340+83
END BORE
Qal Qal
DHPNM-21-1
TPR3-21-1
TPR3-21-2
TPR3-21-3
TPR3-21-4
TPR2-22-21
ISR ROW
3312+80.64
COMBINED MITER BEND
Δ=11°15'00" HORIZ.
N=2081589.66 E=2537206.72
3315+24.51
COMBINED MITER BEND
Δ=10°40'29" HORIZ.
N=2081574.56 E=2536963.39
T29N, R15W T29N, R16W
19 24 18 13
3311+98.59 Section Tie
3343+12.30 Section Tie
T29N, R16W
N1 4 S24 S1
4 S13
C S13
C S24W1 4 S19
E1 4 S13
N1 4 S19
3338+50.75
4 Section Tie
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
5.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 5-
LA
S T
S A V
ED
B Y
A M
A R N
ER
¦D_DT¦
¦STATUS¦
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
B
LO
C K
R
EA
C H
L
IN
E
PI
PE
PLAN AND PROFILE
BEGINNING TO STA.
3350+00
DENVER, CO
1695-D-60783
2026-04-13
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
J. DeHaan
J. DeHaan
K. Pelzer
Marner, Andrew (Andy) J P.E.
Steen, Timothy M
PROFILE
PLAN
0 400'200'
TE
C H
A
PP
R
S U
B M
IT
TE
D
A
PP
R O
V
ED
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
OPEN-CUT CROSSINGS
Station Road / Wash % Compaction
3313+28 to 3313+95 Maintained Road 95 3348+63 to 3349+35 Unmaintained Road 95
NOTES
1. General Notes, Symbols, Abbreviations, and Pipe Classification apply to all plan and profile drawings. (60249)
2. Maintained road requires gravel and asphalt replacement, see
Specifications.
3. For bored crossing details, see (62468).
CONSTRUCTION ROW
Station Width (Ft.)
Start End Left Right 3302+00 3370+00 75 75
R
EV
N O
¦R_DT¦ £RA£
D
R em ov ed a ug er b or e fo r po w er lin e cr os si ng a t S ta tio n
El ev at io n
Stations
3550+00 3560+00 3570+00 3580+00 3590+00 3600+00
M
IT
ER
B
EN
D
Δ
5°
'1 0"
C O
M B
IN
ED
M
IT
ER
B
EN
D V
ER
TI
C A L
Δ
0°
'0 4"
C O
M B
IN
ED
Δ
9°
'3 9"
H G
L
EL
.9
H G
L
EL
.9
B U
R
IE
D M
A N
H O
LE
El. 5140.13
U nm ai nt ai ne d R oa d
U nm ai nt ai ne d R oa d
U nm ai nt ai ne d R oa d
U nm ai nt ai ne d R oa d
Original ground surface
El. 5060.09
6" A
IR
V
A
LV
E W
IT
H
M A N
H O
LE
S
EC
TI
O
N A
LI
Z
IN
G V
A
LV
E 6"
B
LO
W O
FF
W
IT
H
M A N
H O
LE
H
G L
EL
.9
6" A
IR
V
A
LV
E W
IT
H
M A N
H O
LE
6" B
LO
W
O
FF
PIPE
42B37542C375 42B350 42C37542D425 42B350
El. 5133.30
El. 5096.90
El. 5137.50
El. 5133.50 El. 5131.80
El. 5120.20 El. 5123.30
El. 5123.80
El. 5071.00
El. 5083.10
El. 5060.20
El. 5068.60
W as h C ro ss in g
42C350
42B375
S=0.02194
KmKm
Kpl
KmKplKmf
Qal
Qal
Qal
TP
R 3-
-2
9.5 T.D. 10.0
SS
SC
El ev
.9
Pr oj
R t.
.4
TP
R 3-
-2
2.0
TD. 2.5
SM
SS
El ev
.6
Pr oj
R t.
4.
1'
D H
PN
M
-2 1-
6.8
TD. 19.5
CLSTNE/SHALE
(CL)S
El ev
.6
Pr oj
R t.
7.
6'
16.2
SHALE
TP
R 3-
-2
6.5
T.D. 7.5
SC
SHALE
El ev
.8
Pr oj
R t.
4.
5'
.9
42B400S=0.01095
S= 0.
S=0.01533
S=0.0
S=0.00138
S=-0.00791
S=-0.02035
S=0.00539 S=0.00122
S=0.00644
S=0.0
S=0.01431
El. 5123.42
MATCH LINE STA 3550+00
NAVAJO-GALLUP
WATER SUPPLY
PROJECT
REACH 3
75'
CONSTRUCTION
ROW
M A
TC
H L
0+
75'
5080 50
Kch Kmf
Kmf
35°
Kmf Qal
Qal
Kpl
Kpl
Qal
N8 W
DHPNM-21-9
TPR3-21-21
TPR3-21-23
TPR3-21-22
Qal
Qal
29NE N1
0W
3559+04 Unmaintained Road
3563+05 Unmaintained Road
3570+53 Unmaintained Road
3578+34 Unmaintained Road
3558+42 Wash Crossing
3555+96.91
COMBINED MITER BEND
Δ=29°47'33" HORIZ.
N=2075742.67 E=2517371.08
3558+02.40
MITER BEND
Δ=45°00'00" N=2075582.59 E=2517242.31
3573+57.75
MITER BEND
Δ=27°48'09" N=2075415.04 E=2515696.46
T2 9N
, R
W
T29N, R16W
C S29
T2 9N
, R
W
3567+15.78 Section Tie
3596+53.45
4 Section Tie
3597+59
4 Section Tie
E1 4 S2
N1 4 S29
W 1 4
S2
S1 4 S29
28 2921 20
W 1 4
S2
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
5.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D
-6
-R
D -6
.D W
G
LA
S T
S A V
ED
D A
TE
-0 5-
LA
S T
S A V
ED
B Y
A M
A R N
ER
¦D_DT¦
¦STATUS¦
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
B
LO
C K
R
EA
C H
L
IN
E
PI
PE
PLAN AND PROFILE
STA. 3550+00 TO
STA. 3600+00
DENVER, CO
1695-D-60788
2026-04-13
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
J. DeHaan
J. DeHaan
K. Pelzer
Marner, Andrew (Andy) J P.E.
Steen, Timothy M
PROFILE
PLAN
0 400'200'
TE
C H
A
PP
R
S U
B M
IT
TE
D
A
PP
R O
V
ED
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
OPEN-CUT CROSSINGS
Station Road / Wash % Compaction
3558+17 to 3558+67 Wash 85 3558+76 to 3559+31 Unmaintained Road 95 3561+82 to 3564+27 Unmaintained Road 95 3570+28 to 3570+76 Unmaintained Road 95 3578+09 to 3578+85 Unmaintained Road 95
CONSTRUCTION ROW
Station Width (Ft.)
Start End Left Right 3542+29 3710+50 75 75
R
EV
N O
¦R_DT¦ £RA£
D
A dd ed m is si ng m ite r be nd a ng le in fo rm at io n fo r S ta tio n at io n
Stations
3600+00 3610+00 3620+00 3630+00 3640+00 3650+00
El. 5140.13
C O
M B
IN
ED
M
IT
ER
B
EN
D V
ER
TI
C A L
Δ
2°
'4 1"
C O
M B
IN
ED
Δ
0°
'0 7"
H G
L
EL
.9
H G
L
EL
.9
6" B
LO
W
O
FF
.6
6" A
IR
V
A
LV
E W
IT
H
M A N
H O
LE
6" A
IR
V
A
LV
E W
IT
H
M A N
H O
LE
42B35042B325 42C325 42C35042B32542C325
Km
Km
Km
Km
Km
Km
Qal
Qal
Qal
TP
R 3-
-2
2.0
T.D. 3.8
SM
SHALE
El ev
.9
Pr oj
R t.
.7
TP
R 3-
-2
2.0
T.D. 3.8
SC
SHALE
El ev
.5
Pr oj
Lt
4.
4'
TP
R 3-
-2
1.2
T.D. 6.5
SC
El ev
.5
Pr oj
R t.
.2
3.5
CL
D H
PN
M
-2 1-
5.2
TD. 19.5
CL
El ev
.3
Pr oj
Lt
4.
6'
SHALE
TP
R 3-
-2
T.D. 4.0
SC
El ev
.7
Pr oj
R t.
1.
8'
SHALE
Original ground surface
42B375
S=-0.02437
S=-0.03301
S=-0.01580
S=0.03306
S=0.02194
S=0.01783 S=-0.02244
S=-0.00904 S=-0.00267
S=-0.02917 El. 5116.50
El. 5133.80
El. 5146.50
El. 5159.50
El. 5148.80
El. 5161.30
El. 5147.50
El. 5155.60 El. 5154.40
El. 5109.50
El. 5108.83
PIPE
S ta rt W as h
C ro ss in g
B U
R
IE
D M
A N
H O
LE
U nm ai nt ai ne d R oa d
42B350
S=-0.00742
O ve rh ea d U til ity
M ai nt ai ne d
R oa d
42B350
U nm ai nt ai ne d R oa d
U nm ai nt ai ne d R oa d
MATCH LINE STA 3600+00
NAVAJO-GALLUP
WATER SUPPLY PROJECT
REACH 3
CONSTRUCTION
ROW
W.E.
5136.1
M A
TC
H L
0+
Artesian well and pond.
Qal
Qal
Qal
Qal
DHPNM-21-10
TPR3-21-27
TPR3-21-24
TPR3-21-25
TPR3-21-26
75'
75'
3633+18 Overhead Utility Owner: NTUA Height: 22.8' @ 39°F Skew Δ: 154°55" Lt.
KV: 7.97 kV
3635+91 Unmaintained Road
3632+42 Unmaintained Road
3630+48 Unmaintained Road
3648+68 Start Wash Crossing
3607+18.68
COMBINED MITER BEND
Δ=40°02'07" HORIZ.
N=2073536.72 E=2512910.55
3612+78.69 Δ=2°54'33" N=2073595.69 E=2512353.82
3618+28.69 Δ=6°59'03" N=2073681.29 E=2511810.68
E 14 S30 W
14 S29
29 30 20 19
T2 9N
, R
W
32 31 29 30
C S29
C S30
3626+24.27 Section Tie
3635+80.80
4 Section Tie 3639+80
Maintained Road
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
R
EA
U O
F R
EC
LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
5.
0S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D
-6
-R
D -7
.D W
G
LA
S T
S A V
ED
D A
TE
-0 5-
LA
S T
S A V
ED
B Y
A M
A R N
ER
¦D_DT¦
¦STATUS¦
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
R O
JE
C T
N
EW
M
EX
IC
O
S A N
J U
A N
L A
TE
R A L
B
LO
C K
R
EA
C H
L
IN
E
PI
PE
PLAN AND PROFILE
STA. 3600+00 TO
STA. 3650+00
DENVER, CO
1695-D-60789
2026-04-13
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
J. DeHaan
J. DeHaan
K. Pelzer
Marner, Andrew (Andy) J P.E.
Steen, Timothy M
PROFILE
PLAN
0 400'200'
TE
C H
A
PP
R
S U
B M
IT
TE
D
A
PP
R O
V
ED
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
OPEN-CUT CROSSINGS
Station Road / Wash % Compaction
3630+16 to 3630+80 Unmaintained Road 95 3635+52 to 3636+30 Unmaintained Road 95 3639+50 to 3640+10 Maintained Road 95 3648+68 to 3653+18 Wash, See Note 1 85
NOTES
1. Wash Crossing continues on next page.
2. Maintained road requires gravel replacement, see Specifications.
CONSTRUCTION ROW
Station Width (Ft.)
Start End Left Right 3542+29 3710+50 75 75
R
EV
N O
¦R_DT¦ £RA£
D
R em ov ed a ug er b or e fo r po w er lin e cr os si ng a t S ta tio n at io n
Stations
3700+00 3710+00 3720+00 3730+00 3740+00 3750+00
42B325 42B300
C O
M B
IN
ED
M
IT
ER
B
EN
D
.1
6" A
IR
V
A
LV
E W
IT
H
M A N
H O
LE
C O
M B
IN
ED
M
IT
ER
B
EN
D V
ER
TI
C A L
Δ
0°
'0 1"
C O
M B
IN
ED
Δ
°3 1'
C O
M B
IN
ED
M
IT
ER
B
EN
D
C O
M B
IN
ED
Δ
C O
M B
IN
ED
B
EN
D
V
ER
TI
C A L
Δ
0°
'3 8"
C O
M B
IN
ED
Δ
9°
'0
0"
H G
L
EL
.9
.2
EN
D
R
EA
C H
B
LI
N D
F
LA
N G
E C O
N N
EC
T
TO
S
JL
W
TP
se e
N ot e
H G
L
EL
.9
Km
Km
Km
Km
Qal
Qal
Qal
TP
R 3-
-3
T.D. 4.5
El ev
.3
Pr oj
R t.
1.
2'
3.5
TP
R 3-
-3
T.D. 3.2
El ev
.9
Pr oj
R t.
5.
8'
1.1 SC
SHALE
TP
R 3-
-3
T.D. 5.2
El ev
.4
Pr oj
R t.
1.
7'
1.2 SC
SHALE
TP
R 3-
-3
T.D. 4.8
El ev
.9
Pr oj
Lt
.2
1.8
SC
SHALE
SC
SHALE
B U
R
IE
D M
A N
H O
LE
U nm ai nt ai ne d R oa d
El. 5183.00
El. 5183.00
El. 5157.00
El. 5160.70
El. 5187.00
El. 5142.50
PIPE
Original ground surface
S=-0.00379
S=0.00000
S=0.02686
S=0.00925
S=0.01094
.2
TA
PE
R
2" T
O
6"
42B350
00 37
42B325
TRENCH
BOX
42B325
O ve rh ea d U til ity
.2
200.0' Restrained
Length
M A
TC
H
LIN
E S
TA
3700+
NAVAJO-GALLUP WATER
SUPPLY PROJECT
REACH 3
75'
CONSTRUCTION
ROW
ro un d u tili ty
Embk
Qal
Qal
DHWTP3-18-10
DHWTP3-17-3
Qal
Qal
Qal
Qal
TPR3-21-31
TPR3-21-32
TPR3-21-33
TPR3-21-34
75'
3744+56.27
END REACH 3
CONNECT TO SJL WTP
N=2076598.04 E=2499570.3851
5220 5230
3707+02 Overhead Utility Owner: NTUA Height: 27.1' @ 34°F Skew Δ: 85°05" Lt.
KV: 7.97 kV
22'
3700+07 Unmaintained Road
SAN JUAN LATERAL
WATER TREATMENT
PLANT, BY OTHERS
3707+56.91 Δ=11°33'53" N=2075790.57 E=2503168.78
3733+44.14
COMBINED MITER BEND
Δ=9°29'46" HORIZ.
N=2076474.74 E=2500674.43
3744+00.00
COMBINED MITER BEND
Δ=10°31'42" HORIZ. ±
N=2076582.19 E=2499624.35
N1 4 S25 S1
4 S24
C S25
30 25 19 24
25 26 24 23
E 14 S26
T29N, R17W
T29N, R17W
T29N, R17W
3707+77.30
4 Section Tie
3735+14.46 Section Tie
W 14 S24
N1 4 S26
A
LW
A
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FE
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D
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N A V A
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J U
A N
L A
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R A L
B
LO
C K
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C H
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IN
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PI
PE
PLAN AND PROFILE
STA. 3700+00 TO END
DENVER, CO
1695-D-60794
2026-04-13
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
J. DeHaan
J. DeHaan
K. Pelzer
Marner, Andrew (Andy) J P.E.
Steen, Timothy M
PROFILE
PLAN
0 400'200'
TE
C H
A
PP
R
S U
B M
IT
TE
D
A
PP
R O
V
ED
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
OPEN-CUT CROSSINGS
Station Road / Wash % Compaction
3699+83 to 3700+31 Unmaintained Road, See Note 1 95
NOTES
1. Compaction for the unmaintained road continued from previous page.
2. Connection to the San Juan Lateral Water
Treatment Plant is based on the 100% design prepared by Jacobs dated February 2026. Contractor to measure and verify final angles and slope.
3. Working HGL for Station 3744+56.27 based on flows listed in HGL Elevation Table below are based on a minimum water level of 16.3 feet (El. 5447.2) in the San Juan Lateral Water Treatment Plant Regulating Tank at the beginning of Reach 3.
4. Trench box required between Station 3710+00 to 3712+00.
HGL ELEVATION TABLE
FLOW (MGD) ELEVATION (FT)
3.1 5446.3
6.2 5443.8
19.5 5416.2
46.5 5274.7
CONSTRUCTION ROW
Station Width (Ft.)
Start End Left Right 3542+29 3710+50 75 75 3710+50 3711+25 75 22** 3711+25 3744+56.27 75 75
**Temporary safety fencing and monitoring required, see Specifications
R
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¦R_DT¦ £RA£
D
R em ov ed a ug er b or e fo r po w er lin e cr os si ng a t S ta tio n
2'-0" 2'-0"
2' -0
2'
-0
2' -0
2'
-0
Outline of valve box
Outline of valve box
Butterfly valve operator
3" Std. steel post, see Typical Barrier Post
Butterfly valve operator
1 12" Std. steel pipe, weld to vertical post
WELDED RECTANGULAR BARRIER
See Typical Barrier Post Installation detail
6"
6" standard pipe valve box
Lockable lid, see Specifications
Ground surface
Square nut operator
Notch pipe as required to obtain snug and overlapping fit
DETAIL1 (PROFILE VIEW)
Valve ID Plate, see Detail 2
Cap or fill posts with concrete
2" Std. steel pipe
3" Std. steel post
Finished ground surface
Concrete
TYPICAL BARRIER POST
INSTALLATION DETAIL
1' -6
1'
-6
9" Min.
6"
1'-8"
C ol la r
H L
1" Gap of flange
1'-8"
10'
Split-sleeve, restrained flexible coupling
AWWA manually operated butterfly valve, suitable for buried service, see NOTES
Split-sleeve, restrained flexible coupling Split-sleeve, restrained flexible coupling
Collar, see (60803)
Steel pipe
6" Filling line, see Sections B-B and C-C
See Detail 1
6" Filling line connection
6" AWWA manually operated butterfly valve, suitable for buried service, see NOTES
A
B C
Steel pipe
Split-sleeve, restrained flexible coupling
A
B C
Station as shown on the Plan and Profiles and in Data Table on (60801)
Steel pipe
PLAN
1.0' Min.
1.0' Min.
6" Filling line connection
Line pipe
Compacted backfill 95%
Collar, see (60803)
Split-sleeve, restrained flexible coupling
Split-sleeve, restrained flexible coupling
Split-sleeve, restrained flexible coupling
Articulating steel pipe
Reinforcement not shown CLSM
AWWA manually operated butterfly valve, suitable for buried service, see NOTES
6" Filling line, see Sections B-B and C-C
Compacted backfill 95%
Valve box for buried valve
See Detail 1
SECTIONA
5"
1'-1" 1'-0"
Flanges, see NOTES Steel collar per
AWWA M-11
Filling Line
6" Std.
steel pipe
Pl 6", 90° Std.
steel welding elbow
Orifice plate, see (60800)
Grooved-end type coupling
Steel pipe
SECTIONB
1'-6" 7"
Welding pad, per AWWA M-11
Filling line
6" Std.
steel pipe
Pl 6", 90° Std.
steel welding elbow
Grooved-end type coupling
Steel Pipe
SECTIONC
Valve#_
8"
6"
Flow Direction 6" BFV Fill Line
VALVE ID PLATE2
(4) - 14" dia. x 1 - 1 4" 316 stainless steel hammer drive anchors. Install per manufacturer's recommendations
See Note 2
2" text
Exterior aluminum sign (name plate)
AL
W
AY
S
TH
IN
K
SA
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
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F R
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A R
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IN
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N A V A
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A N
L A
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R A L
B
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C K
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N
E
PI
PE
SECTIONALIZING VALVE
INSTALLATION
PLAN, SECTIONS AND
DETAILS
DENVER, CO
1695-D-60802
2026-04-13
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
A. MARNER
A. MARNER
K. PELZER
Marner, Andrew (Andy) J P.E.
Steen, Timothy M
NOTES
1. Drawing not to scale.
2. See Specifications on exact label text required for each valve.
3. All sectionalizing valves will require a bypass.
4. For pipe trench earthwork details, see (60795).
5. The minimum steel cylinder thickness for the section of line pipe with the valve outlet shall be the thickness of the steel line pipe. For the steel line pipe thickness see the Specifications.
6. 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.
7. For collar details, see (60803).
8. Flange class shall meet pressure requirement designated by adjacent line pipe. Flange drilling shall match mating flange.
9. For Flange and Valve ratings, see notes (60799).
10. Dissimilar metals require a dielectric coupling for electrical isolation.
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.
R
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¦R_DT¦ £RA£
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R ev is ed v al ve id p la te a nc ho rs t o st ai nl es s st ee l.
Manifold trench, CLSM.
(Pipe not shown)
Compacted backfill, see Note 9.
Gravel surfacing
Riprap
Tank 1 Tank 2
1.7% 3:1
3:1 4.5%4.5%
4.0'
Existing ground
13.5'
Qal
Kpc
EL. 5417.4
1.5:1 Typ.
0.5:1 Typ.
EL. 5422.45.0' Typ.
Top of bedrock
Manifold trench, CLSM
Compacted backfill, see
Note 9. Compacted backfill, see Note 9.
Existing ground
Gravel surfacing
Riprap
3:1
3:12.2%
4.0'
Qal
Kpc
1.5:1 Typ.0.5:1 Typ. 1.5:1
Typ.
EL. 5417.4
EL. 5417.4
EL. 5419.5
Manifold trench, CLSM
Top of bedrock
NAVAJO-GALLUP WATER
SUPPLY PROJECT REACH 2
(60782)
Indian Service Route 36
ACCESS ROAD
(60808)
SAN JUAN LATERAL WATER
TREATMENT PLANT
REGULATING TANK 1
(62472 & 62480)
EDGE OF GRAVEL SURFACING
NAVAJO-GALLUP
WATER SUPPLY PROJECT
REACH 3 (60783)
FENCING
See 40-D-7016
DH DHMLT-23-1
DH DHMLT-23-2
DH DHMLT-23-3
TP
TP TP
DH DHMLT-23-4
DH DHMLT-23-5
DH DHMLT-23-6
SAN JUAN LATERAL WATER
TREATMENT PLANT
REGULATING TANK 2
(62472 & 62479)
5420S.P. Coordinate N: 2081462.02 E: 2538531.45
ELECTRICAL PANEL
CONCRETE PAD
(62485)
Existing 4" Ø NTUA waterline to be relocated
543154325433
5431.0 HP
5430.9 HP
5429.8
5429.3
5428.8 LP5428.7 LP
5428.7 LP5430.1 HP5430.1 HP
-1.0% -1.0%
-1.0%
-2.1% -2.1%
-2.0% -2.0%
-1.2%
-2 .8
% -2.5% -3.
4% -3.7%
-1.4%
-1 .3
TOC=5430.45
TOC=5430.40
TOC=5430.36
-0.5%
-0.5%
62.5' 93.0' 74.5'
51.0'
34.8'
A
TOC = 5430.9
TOC = 5430.9
B
B
C
C
D
D
C1
L1
L2
L3
L4
L5
30' ACCESS
GATE
A
Tank overflow drain apron (62474)
C2
Parcel Line Table
Line #
L1
L2
L3
L4
L5
Length
54.00
229.93
102.00
229.93
6.00
Direction
S7° 41' 55"W
S82° 18' 05"E
N7° 41' 55"E
N82° 18' 05"W
S7° 41' 55"W
Curve Table
Curve #
C1
C2
Length
23.56
23.56
Radius
15.00
15.00
Delta ∆
90°00'00"
90°00'00"
Chord Direction
S37° 18' 05"E
S52° 41' 55"W
Chord Length
21.21
21.21
Tank
Tank Floor
Compacted subgrade
Top of gravel
6" Slope per plan
Non-woven geotextile fabric
Extend non-woven geotextile fabric to top of gravel
SECTIONC NOT TO SCALE
6" Min.
6" Gravel surface
Non-woven geotextile
Compacted backfill2.0' Min.
Existing subgrade
GRAVEL SURFACING DETAIL
NOT TO SCALE
Gravel
Riprap
LEGEND
Tank 2
Qal
Kpc
Manifold trench, CLSM
Compacted backfill, see Note 9.
1.5:1 Typ.
1.5:1 Typ.
3:1
3:1 1.7%0.5%
Tank overflow drain apron (62474)
Riprap
Existing ground
EL. 5417.4
0.5:1 Typ.
5.0' Typ.
Top of bedrock
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
A. Marner
A. Marner
K. Pelzer
SHEET
D
C
B
A
D
C
B
A
B U
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¦D_DT¦
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N A V A
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-G A
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U P
W A
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P
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C T
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EW
M
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IC
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S A N
J U
A N
L A
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R A L
B
LO
C K
S A N
J U
A N
L A
TE
R A L
W A
TE
R T
R
EA
TM
EN
T
PL
A N
T R
EG
U
LA
TI
N
G T
A N
K S
SITE AND
GRADING PLAN
SECTIONS
DENVER, CO
1695-D-60809
2026-05-18
NOTES
1. See (62474) for concrete tank overflow and drain apron information.
2. See 40-D-60002 for guard post details.
3. Line and curve table dimensions and bearings are labeled to the gravel yard extents. All linear measurement is in ground.
4. All control points are shown in New Mexico State Plane
Coordinate System, West Zone (NAD83) horizontal datum. A grid to ground scale factor of 1.000286319627 was used.
5. Contractor to verify existing grades and utilities prior to construction in accordance with the Specifications. Notify COR of any conflicts or discrepancies immediately.
6. Yard elevations are shown to top of gravel unless otherwise specified.
7. All vertical elevations are based on the NAVD88 vertical datum.
8. All contours shown are based off of lidar data provided by Atlantic and survey elevations provided by the Four Corners Construction Office.
9. Excavation and compacted backfill beneath the tank footprints shall extend to the surface of competent bedrock or at least 1 foot beneath the lowest foundation element, whichever is greater.
0 60'30'
PLAN - SAN JUAN LATERAL WATER TREATMENT PLANT REGULATING TANK SITE
ABBREVIATIONS
ME - Match existing HP - High point LP - Low point GB - Grade break FFE - Finished floor elevation FES - Flared end section TOB - Top of berm TOC - Top of concrete
SECTIONA HOR: 1" = 30' VERT: 1"= 6'
SECTIONB HOR: 1" = 30' VERT: 1"= 6'
SECTIOND HOR: 1" = 30' VERT: 1"= 6'
AL
W
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S
TH
IN
K
SA
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SHEET
D
C
B
A
D
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B
A
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A N
L A
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R A L
B
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PI
PE
CONCRETE BLOCKED
MITER BENDS
DATA TABLES
DENVER, CO
1695-D-60810
2026-04-14
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
J. DEHAAN
M. SUTER
D. L. GESUNDHEIT
Marner, Andrew (Andy) J P.E.
Steen, Timothy M
* Concrete Block is required when restrained length 'W' is listed as N.A.
REACH 2 MITER BENDS
P.I. STATION TYPE OF
PLACEMENT
HEAD (ft) ANGLE DIRECTION D (IN)
MIN.
COVER
(FT)
L1 (FT) W (FT)
2002+23.34 ROCK 125 30° 0' 52" HORIZONTAL 48 10.8 10 2
2003+59.56 ROCK 125 73° 13' 38" HORIZONTAL 48 16.2 10 6
2006+38.32 NON ROCK 125 41° 19' 56" HORIZONTAL 48 9.3 10 5
2007+22.00 NON ROCK 125 9° 23' 37" CONVEX DOWN 48 9.8 10 1
2015+61.67 NON ROCK 150 46° 3' 32" HORIZONTAL 48 14.5 10 5
2020+61.81 NON ROCK 200 33° 45' 9" COMBINED 48 6.2 10 9
2025+24.48 ROCK 200 43° 38' 50" HORIZONTAL 48 9.4 10 5
2027+85.00 ROCK 200 10° 11' 6" CONVEX UP 48 6.9 10 5
2029+64.00 ROCK 200 13° 17' 23" CONVEX DOWN 48 12.7 10 2
2032+32.00 NON ROCK 200 9° 55' 5" CONVEX UP 48 6.9 10 6
2061+13.33 NON ROCK 275 40° 4' 59" HORIZONTAL 48 3.8 20 15
2067+65.12 ROCK 275 11° 19' 6" COMBINED 48 4.7 10 2
2071+00.00 ROCK 275 13° 53' 39" CONVEX UP 48 15.4 10 7
2072+00.00 NON ROCK 300 8° 38' 19" CONVEX DOWN 48 8.2 10 3
2076+81.69 NON ROCK 300 10° 31' 16" HORIZONTAL 48 5 10 4
2085+00.00 NON ROCK 300 10° 36' 1" HDD BEND 48 6.3 85 95
2095+00.00 NON ROCK 300 11° 12' 3" HDD BEND 48 8 75 84
2103+16.11 NON ROCK 300 30° 37' 46" HORIZONTAL 48 3.8 15 12
2109+56.30 NON ROCK 300 30° 27' 39" COMBINED 48 9 15 N.A.
2136+77.13 NON ROCK 350 40° 9' 56" COMBINED 48 7.3 20 17
2149+65.46 NON ROCK 350 17° 26' 52" HORIZONTAL 48 8.7 10 6
2153+60.95 NON ROCK 375 23° 5' 22" COMBINED 48 7.5 10 10
2156+30.42 NON ROCK 375 25° 47' 21" HORIZONTAL 48 5.4 15 14
2157+30.00 NON ROCK 375 7° 59' 1" HDD BEND 48 6.4 90 103
2180+40.00 NON ROCK 475 11° 8' 26" HDD BEND 48 7.1 110 134
2181+25.65 NON ROCK 475 33° 8' 24" HORIZONTAL 48 7.2 20 19
2186+30.47 NON ROCK 475 26° 45' 6" HORIZONTAL 48 6.8 20 16
2190+40.00 NON ROCK 475 8° 25' 35" CONVEX DOWN 48 9.2 10 4
2190+80.00 NON ROCK 475 8° 6' 7" CONVEX UP 48 3.7 25 26
2237+90.00 ROCK 175 10° 32' 5" HDD BEND 48 8 45 35
2239+75.00 ROCK 175 6° 51' 20" CONVEX DOWN 48 7.9 10 1
2241+30.74 ROCK 175 17° 35' 6" COMBINED 48 6.3 10 3
2244+92.00 ROCK 175 9° 4' 19" CONVEX DOWN 48 7.5 10 1
2252+06.00 ROCK 175 9° 35' 59" CONVEX DOWN 48 5.7 10 1
2253+37.00 ROCK 175 7° 47' 14" CONVEX UP 48 6.9 10 4
2255+90.00 ROCK 175 10° 43' 54" CONVEX DOWN 48 6.1 10 1
2257+40.00 ROCK 175 9° 38' 56" CONVEX UP 48 7.2 10 4
2260+02.54 ROCK 175 11° 28' 1" COMBINED 48 7.2 10 1
2270+90.00 ROCK 175 11° 30' 12" CONVEX UP 48 8.6 10 5
2271+94.00 ROCK 125 22° 12' 21" CONVEX DOWN 48 5.7 10 2
2273+45.00 ROCK 125 9° 7' 4" CONVEX UP 48 3.9 10 4
2279+39.00 ROCK 125 15° 55' 58" CONVEX DOWN 48 5.7 10 1
2280+10.00 ROCK 125 8° 51' 22" CONVEX UP 48 4 10 4
2281+75.00 ROCK 125 12° 25' 4" CONVEX UP 48 6.7 10 4
2282+37.00 ROCK 125 16° 38' 45" CONVEX DOWN 48 5.3 10 1
2286+97.94 ROCK 100 78° 53' 51" COMBINED 48 5.2 10 N.A.
REACH 3 MITER BENDS
P.I. STATION TYPE OF
PLACEMENT
HEAD (ft) ANGLE DIRECTION D (IN)
MIN.
COVER
(FT)
L1 (FT) W (FT)
3312+80.64 ROCK 100 11° 19' 51" COMBINED 48 9.2 10 2
3315+24.51 ROCK 100 10° 42' 48" COMBINED 48 5.9 10 2
3359+87.48 ROCK 175 12° 22' 51" COMBINED 48 4.1 10 2
3380+20.42 ROCK 200 11° 7' 20" HORIZONTAL 48 7.8 10 2
3381+96.42 ROCK 200 22° 30' 0" HORIZONTAL 48 8.7 10 3
3383+12.00 ROCK 200 22° 42' 3" HORIZONTAL 48 9.7 10 3
3397+02.88 ROCK 225 21° 1' 56" CONVEX UP 42 11.1 10 3
3412+40.00 ROCK 275 7° 45' 46" CONVEX DOWN 42 8.6 10 7
3413+00.00 ROCK 275 8° 12' 28" CONVEX UP 42 5.3 10 2
3416+50.00 ROCK 275 7° 8' 7" CONVEX DOWN 42 8.6 10 6
3417+55.00 ROCK 300 5° 28' 8" COMBINED 42 5.0 10 2
3427+70.15 NON ROCK 325 9° 50' 41" COMBINED 42 8.7 15 23
3432+28.00 NON ROCK 325 33° 23' 4" HORIZONTAL 42 7.9 10 8
3444+54.66 NON ROCK 325 10° 41' 57" HORIZONTAL 42 7.1 10 3
3462+58.22 ROCK 350 11° 15' 0" HORIZONTAL 42 5.5 10 3
3464+37.68 ROCK 350 11° 15' 0" HORIZONTAL 42 6.2 10 3
3466+37.73 ROCK 350 11° 15' 0" COMBINED 42 6.1 10 3
3468+17.19 ROCK 375 11° 15' 8" HORIZONTAL 42 5.5 10 3
3475+91.86 NON ROCK 375 33° 45' 0" HORIZONTAL 42 4.8 16 18
3491+13.37 NON ROCK 400 33° 45' 0" HORIZONTAL 42 5.7 15 16
3501+89.41 NON ROCK 400 21° 1' 44" CONVEX UP 42 6.0 10 10
3511+00.00 ROCK 425 12° 31' 55" CONVEX DOWN 42 7.6 10 16
3512+50.00 ROCK 425 5° 5' 50" COMBINED 42 4.5 10 2
3513+00.00 ROCK 425 17° 55' 52" CONVEX UP 42 7.1 10 4
3513+85.00 ROCK 425 15° 24' 35" CONVEX DOWN 42 8.5 10 18
3515+00.00 ROCK 425 9° 43' 39" CONVEX UP 42 14.6 10 2
3517+30.00 NON ROCK 425 12° 17' 11" HDD BEND 42 5.9 14 35
3536+13.00 NON ROCK 450 13° 12' 2" HDD BEND 42 20.7 10 8
3537+70.72 ROCK 450 66° 32' 48" COMBINED 42 15.2 10 14
3540+35.00 ROCK 425 12° 28' 58" CONVEX UP 42 14.1 11 9
3541+10.00 ROCK 425 5° 51' 57" COMBINED 42 14.0 11 2
3555+96.91 NON ROCK 425 29° 47' 39" HORIZONTAL 42 15.3 11 10
3558+02.40 NON ROCK 425 45° 0' 0" HORIZONTAL 42 16.3 14 14
3573+57.75 ROCK 375 27° 48' 9" CONVEX UP 42 4.8 10 6
3575+95.00 ROCK 375 5° 11' 10" CONVEX UP 42 3.6 10 9
3607+18.68 ROCK 325 40° 6' 7" COMBINED 42 7.3 10 7
3691+18.77 ROCK 350 12° 9' 59" HORIZONTAL 42 5.6 10 3
3707+56.91 ROCK 325 11° 33' 53" HORIZONTAL 42 4.1 10 2
3733+44.14 ROCK 300 9° 32' 0" COMBINED 42 7.4 10 2
3744+00.00 ROCK 300 10° 31' 50" COMBINED 42 5.3 10 2
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DENVER, CO
1695-D-62467
2026-04-13
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POWERLINE CROSSING
STA. 3633+18
DENVER, CO
1695-D-62470
2026-04-13
DESIGNED
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APPROVED
PEER REVIEWER
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STA. 3707+02
DENVER, CO
1695-D-62471
2026-04-13
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