Attachment_2_2_-_00_00_02_NGWSP_BLK_2-3_Drawings_06092026_0003.pdf
PDF 13 MB Posted
- Attached to
- NGWSP BLOCK 2-3 PIPELINE
- Solicitation number
- 140R4026B0001
About this file
These are technical design drawings for the Navajo-Gallup Water Supply Project, specifically for Reach 3 of the San Juan Lateral pipeline and related water treatment facilities in New Mexico. The drawings include contractor use areas (staging areas 1 and 2), plan and profile sheets for the pipeline route between stations 3400+00 to 3650+00, and detailed designs for welded steel water storage tanks and steel manifold piping at the water treatment plant. The pipeline construction involves 42-inch and 48-inch diameter ductile iron pipe with various appurtenances including miter bends, air valves, blowoffs, and a horizontal directional drill (HDD) crossing at the Chaco River. Construction details specify open-cut crossings at roads and washes with compaction requirements (85-95%), temporary safety fencing requirements, and access gate installation. Additional drawings document the San Juan Lateral Water Treatment Plant regulating tanks with two welded steel tank options (42-inch OD x 1/4-inch wall steel pipe construction, 42-foot ID, 20,000-gallon capacity) including manifold piping, connections, and associated valves. Supplemental drawings show additional contractor use areas for property parcels (Weathers and Shaw parcels in Reach 1) with building removal requirements and irrigation ditch protection specifications. The design is prepared by the U.S. Bureau of Reclamation, Denver, Colorado, with documentation dates ranging from April 2026 to June 2026.
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G ravel Road
NAVAJO-GALLUP
WATER SUPPLY
PROJECT REACH 3
Indian Service Route 36
ISR ROW
150' CONSTRUCTION
ROW
Staging Area: 1
POINT OF BEGINNING
STAGING AREA 1
3314+06.29, 75.00 R N=2081656.71 E=2537076.70
S25° 14' 44"E 112.33'
S86° 26' 55"W
111.21'
N82° 52' 35"W 902.37'
N 7°
7'
5"
E
6.
S82° 52' 35"E 711.12'
S27° 14' 25"E
349.88'
N86° 26' 55"E 43.66'
65 53
70 53
5380 53
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
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F R
EC
LA
M
A
TI
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D
EP
A R
TM
EN
T
O F
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R
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R
C A D
S
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A ut oC A D
5.
0S
LM
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F
IL
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A M
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-6
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D -1
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U P
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R S
U
PP
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P
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C T
N
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M
EX
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
R
EA
C H
L
IN
E
PI
PE
CONTRACTOR USE AREA
STAGING AREA 1
DENVER, CO
1695-D-62462
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
A. Marner
A. Marner
K. Pelzer
NOTES
1. For Plan and Profile, see (60783).
2. Extents shown taken from 1695-529-60446 showing Parcel No.
Rch 3-Tribal Trust-04(T).
3. For General Notes, Abbreviations, and Symbols, see (60249).
CONTRACTOR USE AREA (STAGING AREA 1)
1" = 100' 0 100' 200'
1A mvonbuhr
NEW STAMP EXAMPLE
3430+00
3440+00
GAS
GAS
GAS
GAS
GAS
GA
S
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
Indian Service Route 36
POINT OF BEGINNING
STAGING AREA 2
3439+64.35, 40.00 R N=2082767.75 E=2525471.89
Staging Area: 2
NAVAJO-GALLUP
WATER SUPPLY
PROJECT REACH 3
ISR ROW
150' CONSTRUCTION
ROW
S4 9°
' 2
7" W
4.3
7'
N49° 48' 14"W
920.21'
N
' 0 0"
E
9.
S73° 37' 52"E
1241.70'
S1 6°
9'
9"
W
6.
N: 2083384.22 E: 2525032.94N: 2083416.28
E: 2524912.77
N: 2083536.08 E: 2524943.75
N: 2083500.69 E: 2525071.06
Temporary safety fencing
Access gate and 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 -2
.D W
G
LA
S T
S A V
ED
D A
TE
-0 6-
LA
S T
S A V
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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
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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
CONTRACTOR USE AREA
STAGING AREA 2
DENVER, CO
1695-D-62505
2026-06-03
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
A. Marner
A. Marner
K. Pelzer
NOTES
1. For Plan and Profile, see (60785).
2. Install access gate and access road as directed by OGR.
3. See Specifications regarding required temporary safety fencing.
4. Extents shown taken from 1695-529-60447 showing Parcel No.
Rch 3 Tribal Trust -05(T).
5. For General Notes, Abbreviations, and Symbols, see (60249).
CONTRACTOR USE AREA (STAGING AREA 2)
1" = 100' 0 100' 200'
1B
3420+00 3430+00 3440+00 3450+00
El ev at io n
Stations
3400+00 3410+00 3420+00
Qal
Kl
Kpc
Kpc
Qal
TP
R 3-
-1
El ev
.6
Pr oj
R t.
9.
4'
2.2
T.D. 3.7
SS
SHALE
0.5 (SM)g
H G
L
EL
.9
6" B
LO
W
O
FF
W
IT
H M
A N
H O
LE
S
EC
TI
O
N A
LI
Z
IN
G V
A
LV
E 6"
A
IR
V A
LV
E W
IT
H
M A N
H O
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H
G L
EL
.9
I nd ia n
S er vi ce
R ou te
U nm ai nt ai ne d R oa d
42B300
.1
C O
M B
IN
ED
M
IT
ER
B
EN
D V
ER
TI
C A L
Δ
0°
'4 7"
C O
M B
IN
ED
Δ
°2 3'
C O
M B
IN
ED
M
IT
ER
B
EN
D V
ER
TI
C A L
Δ
0°
'0 0"
C O
M B
IN
ED
Δ
°5 0'
Original ground surface
PIPE
El. 5191.21
PIPE
Original ground surface
H G
L
EL
.9
M
IT
ER
B
EN
D
Δ
8°
'2 8"
M
IT
ER
B
EN
D
Δ
7°
'4 6"
M
IT
ER
B
EN
D
Δ
7°
'0 7"
M
IT
ER
B
EN
D
Δ
5°
'0 8"
B U
R
IE
D M
A N
H O
LE
AUGER
BORE
42C325 42B35042B325
42C27548B225 42B30048B250
TA
PE
R
8" T
O
2" N
D
El. 5251.30
El. 5242.20
El. 5221.50
El. 5232.00
El. 5215.50
El. 5214.30
El. 5200.30
El. 5146.76
S=-0.00269
S=-0.03033
S=-0.17500
S=-0.03778
S=-0.03000
S=-0.00800
S=-0.13332
S=-0.03710
El. 5191.21
El. 5253.10
W as h C ro ss in g
W as h C ro ss in g
42B325
Qal
Qal
Kl
Kl
Kl
TP
R 3-
-1
El ev
.0
Pr oj
R t.
0.
9'
3.8
T.D. 9.0
SC
SHALE
D H
PN
M
-2 1-
3A El ev
.5
Pr oj
R t.
4.
2'
T.D. 15.4
2.3 SC
CL
11.8
CH
D H
PN
M
-2 1-
4A El ev
.5
Pr oj
R t.
.1
T.D. 14.7
0.7 SC
(CL)s 12.2
CH
TP
R 3-
-1
El ev
.2
(P ro j.
L t.
.6
9.0
T.D. ?.0
SC
SHALE
D H
PN
M
-2 1-
El ev
.4
Pr oj
R t.
3.
3'
2.3
11.8
CH
T.D. 16.1
SC
CL
El. 5171.70
El. 5188.80
El. 5174.80
El. 5158.40
El. 5168.00
El. 5167.50
S=-0.03710
6"
R un ni ng
H or se C ru de
O il
Pi pe lin e
O w ne r:
N N
O G
C To p of p ip e:
5.
B U
R
IE
D M
A N
H O
LE
S=-0.00676
S=-0.01130
S=-0.01985
S=-0.02844
S=-0.02154
S=-0.00200
El. 5167.80
GAS
GAS
G
AS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
MATCH LINE
STA 3450+00
3441+47 Wash Crossing
Kl
Kpc
Kpc
Kpc
Qal
Kl Qal
Qal
Kl
Kl
DHPNM-21-2
DHPNM-21-4A
DHPNM-21-3A
TPR3-21-10
TPR3-21-11
TPR3-21-12
DHPNM-21-3
Intermittent hard (H3) sandstone lenses.
NAVAJO-GALLUP
WATER SUPPLY PROJECT
REACH 3
CONSTRUCTION
ROW
Indian Service Route 36
50 5210
3430+00
3440+
MATCH LINE STA 3400+00
3411+00
TAPER 48" TO 42" ND
3428+75
BEGIN BORE
3431+25
END BORE
3439+95 Unmaintained Road
75'
75'
3439+83 16" Running Horse Crude Oil
Pipeline
3430+00 Indian Service Route 36
ACCESS
GATE AND
ROAD, see Note 1
3447+64 Wash Crossing
961'
1282'
ISR ROW
3427+70.15
COMBINED MITER BEND
Δ=90°51'09" HORIZ.
N=2083650.47 E=2526190.52
3432+28.00
COMBINED MITER BEND
Δ=33°22'39" HORIZ.
N=2083211.59 E=2526060.54
3444+54.66
MITER BEND
Δ=10°41'57" N=2082421.27 E=2525122.86
T29N, R16W
T29N, R16W
3421+78.21 Section Tie
3449+56.42 Section Tie
23 2214 15
W1 4 S14
75'
75'
23 2214 15
N=2083500.69 E=2525071.06
N=2083384.22 E=2525032.94
N=2083416.28 E=2524912.77
N=2083536.08 E=2524943.75
Temporary safety fencing and required, see Specifications
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
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IN
TE
R
IO
R
C A D
S
YS
TE
M
A ut oC A D
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D
-6
-R
D -3
.D W
G
LA
S T
S A V
ED
D A
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-0 6-
LA
S T
S A V
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B Y
M S U
TE
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¦D_DT¦
¦STATUS¦
N A V A
JO
-G A
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U P
W A
TE
R S
U
PP
LY
P
R O
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C T
N
EW
M
EX
IC
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S A N
J U
A N
L A
TE
R A L
B
LO
C K
R
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C H
L
IN
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PI
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PLAN AND PROFILE
STA. 3400+00 TO
STA. 3450+00
DENVER, CO
1695-D-60785
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
3439+70 to 3440+20 Unmaintained Road 95 3441+32 to 3441+62 Wash 85 3447+49 to 3447+79 Wash 85
NOTES
1. Install access gate and access road as directed by the OGR.
2. DHPNM-21-2 shown on previous sheet Profile.
3. For bored crossing details, see
(62469).
CONSTRUCTION ROW
Station Width (Ft.)
Start End Left Right 3384+66 3431+00 75 75 3431+00 3439+70 75 Varies 3439+70 3462+58 75 75
R
EV
N O
¦R_DT¦ £RA£
D
A dd ed g ro un d el ev at io n da ta a nd a dd iti on al re qu ir ed s af et y fe nc in g w ith in c on tr ac to r us e ar ea
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
PIPE
AutoCAD SHX Text
NAVAJO-GALLUP
El ev at io n
Stations
3510+00 3520+00
42B400
3530+00 3540+00 3550+00
PIPE
6" B
LO
W
O
FF
6" B
LO
W
O
FF
W
IT
H M
A N
H O
LE
M
IT
ER
B
EN
D
Δ
°3
1'
M
IT
ER
B
EN
D
Δ
5°
'5 0"
C O
M B
IN
ED
M
IT
ER
B
EN
D V
ER
TI
C A L
Δ
9°
'3 0"
C O
M B
IN
ED
Δ
°5 5'
M
IT
ER
B
EN
D
Δ
°2
4'
M
IT
ER
B
EN
D
Δ
°1
7'
C O
N N
EC
T
TO
H
D D se e
N ot e
M
IT
ER
B
EN
D
Δ
9°
'3 9"
H G
L
EL
.9
KlKl
Qal
TP
R 3-
-1
4.9
T.D. 8.5
SC
SHALE
El ev
.7
Pr oj
R t.
1.
2'
El. 5078.49
C O
N N
EC
T
TO
H
D D
.7
6" B
LO
W
O
FF
6' A
IR
V
A
LV
E W
IT
H
M A N
H O
LE
M
IT
ER
B
EN
D
Δ
°1
2' se e
N ot e
C O
M B
IN
ED
M
IT
ER
B
EN
D V
ER
TI
C A L
Δ
2°
'5 6"
C O
M B
IN
ED
Δ
°3 2'
M
IT
ER
B
EN
D
Δ
5°
'5 7"
M
IT
ER
B
EN
D
Δ
°2
8'
U nm ai nt ai ne d R oa d
Original ground surface
Kmf
Kch
Qal
Qal Qal
Qal
H3, W5, FD3
H3, W7, FD0
H7, W7, FD0
H3, W7, FD0
Qal
D H
PN
M
-2 1-
El ev
.2
Pr oj
Lt
.3
6.5
SC
SM
18.2
SM
19.2
22.5
24.5
34.2
38.2
(SP-SM)
(GC)s
CL
(SP)g
D H
PN
M
-2 1-
El ev
.1
Pr oj
Lt
.6
1.5 SM
CLSTNE4.9
5.9
SS
SS
TP
R 3-
-1
3.6
T.D. 10.5
SP-SM
SC
El ev
.2
Pr oj
Lt
.3
10.0 CL
26.8
SS
6" A
IR
V
A
LV
E
6" A
IR
V
A
LV
E
Original ground surface El. 5060.09
HDD, By Others 42D425
TA
PE
R
6"
TO
2"
N D
El. 5038.25 El. 5038.60
El. 5057.90
El. 5050.50
El. 5050.20
El. 5053.50
El. 5057.00
El. 5047.40
El. 5058.30
PIPE
El. 5078.40
El. 5095.10
El. 5084.20
El. 5072.70
El. 5069.00
El. 5076.60
El. 5053.40
El. 5055.70
El. 5073.50
H G
L
EL
.9
C ha co R iv er
W as h C ro ss in g
U nm ai nt ai ne d
R oa d
6" B
LO
W
O
FF
W
IT
H M
A N
H O
LE
S
EC
TI
O
N A
LI
Z
IN
G V
A
LV
E 6"
A
IR
V A
LV
E W
IT
H
M A N
H O
LE
H
G L
EL
.9
S=0.01849
S= 0.
S=-0.13625
S=-0.16429
S=-0.07400
S=0.08941 S=-0.01000
S= -0.18174
S=-0.00786
TA
PE
R
2"
TO
6"
N D
42D450
42B425 42B400 42C425 HDD, By Others
W as h C ro ss in g
S=0.00221
S=0.00273
S=-0.10400
S=-0.00125
S=0.01095
S=0.04714
S=0.07000
S=0.05198
S=0.11474
El. 5054.70
M
ATCH
LIN
E STA 3500+
CONSTRUCTION
ROW
MATCH LINE
STA 3550+00
50405050
50505050
40'
Qal
Kmf
Qal
Kl
Qal Qal
Qal
Qal
Kl
Kmf
Kl
Kch
Kch
Qal
Kch Kch
Qal Qal
Qal
Kch Kmf
Hogback Monocline
Coal
DHPNM-21-7
DHPNM-21-8
TPR3-21-17
TPR3-21-18 TPR3-21-19
DHPNM-21-6
N1 2E
49SE
N2 W
60NE
N
37E
N5 E
20SE
3540+00
3550+00
75' 100'
100' 75'
75'
40'
75'
75'
NAVAJO-GALLUP WATER
SUPPLY PROJECT
REACH 3
Chaco HDD, By Others
75'
75'
Ch ac o R ive r
50' 50'
3536+13
CONNECT TO HDD
3517+30
CONNECT TO HDD
3537+00 Unmaintained Road
3542+22 Unmaintained Road
3541+56 Wash Crossing
3536+46 Wash Crossing
282'
3513+00.00
COMBINED MITER BEND
Δ=15°19'23" HORIZ.
N=2078163.06 E=2520048.97
3501+89.41
MITER BEND
Δ=21°01'44" N=2078714.77 E=2521012.48
3537+70.72
MITER BEND
Δ=66°30'21" N=2077545.75 E=2517657.34
C S21
3523+99.11
4 Section Tie
3545+65.42 Section Tie
T29N, R16W
T2 9N
, R
W
N1 4 S28S1
4 S2150
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
4.
2S
LM
S T
EC
H
C A D
F
IL
EN
A M
E
-D
-6
-R
D -5
.D W
G
LA
S T
S A V
ED
D A
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-0 5-
LA
S T
S A V
ED
B Y
M S U
TE
R
¦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. 3500+00 TO
STA. 3550+00
DENVER, CO
1695-D-60787
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
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D
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R O
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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
NOTES
1. Construction equipment will not be permitted to drive across the Chaco River, unless otherwise approved by the COR.
2. HDD constructed by Others. Final construction may differ from drawings. See 1695-D-62456.
OPEN-CUT CROSSINGS
Station Road / Wash % Compaction
3535+11 to 3536+69 Wash 85 3536+69 to 3537+31 Unmaintained Road/Wash 95 3537+31 to 3537+81 Wash 85 3541+26 to 3541+41 Wash 85 3541+41 to 3543+03 Unmaintained Road/Wash 95
CONSTRUCTION ROW
Station Width (Ft.)
Start End Left Right 3491+50 3504+65 75 75 3504+65 3506+50 75 40* 3506+50 3511+95 Varies 75 3511+95 3513+00 Varies Varies 3513+00 3517+00 100 100 3517+00 3533+95 50 50 3533+95 3539+10 100 100 3539+10 3541+29 75 75 3541+29 3542+29 75 40* 3542+29 3710+50 75 75
*Temporary safety fencing required, see Specifications
FENCING*
Station Start Station End Side
3503+65 3507+50 Right 3512+60 3518+80 Left 3522+25 3530+25 Right 3526+90 3528+60 Left
*Temporary safety fencing required, see Specifications
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PIPE
AutoCAD SHX Text
PIPE
NAVAJO-GALLUP WATER
El ev at io n
Stations
3600+00 3610+00 3620+00 3630+00 3640+00 3650+00
El. 5140.13
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42B35042B325 42C325 42C35042B32542C325
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Km
Km
Km
Km
Km
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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
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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
M A
TC
H L
IN
E
S
TA
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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
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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 3632+14 to 3632+69 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
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PIPE
AutoCAD SHX Text
NAVAJO-GALLUP
AutoCAD SHX Text W.E.
5136.1
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PLAN
DENVER, CO
1695-D-62475
2026-04-07
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
Cory Bondurant
Cory Bondurant
Kyle Taylor
Baca, Brantly (Brant) Q P.E.
Young, Cody A P.E.
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PEER REVIEWER
£TT£
£AT£
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Cory Bondurant
Cory Bondurant
Kyle Taylor
Baca, Brantly (Brant) Q P.E.
Young, Cody A P.E.
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STEEL MANIFOLD PIPING
SECTIONS
DENVER, CO
1695-D-62476
2026-04-07
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TECH. APPR.
APPROVED
ADMIN APPROVAL -
Cory Bondurant
Cory Bondurant
Rex Schlosser, P.E.
Baca, Brantly (Brant) Q P.E.
Young, Cody A P.E.
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WELDED STEEL TANK 2
PLAN, SECTIONS, AND
DETAILS
DENVER, CO
1695-D-62479
2026-04-07
SCALE: 3/16" = 1'
Continued on Dwg. (62475)
Co nt inu ed o n
Dwg.
(6
Continued on Dwg. (62475)
K 62481
Tank mixer, center below hatch opening
CL 42" OD x 1/4" wall steel pipe
CL Tank hatch
CL 42" OD x 1/4" wall steel pipe
Contractor designed roof mounted railing
CL 30" dia manhole, 2 required
62482
42" OD x 14" wall steel overflow pipe
Water storage tank, PI S01B01- TK-002 CL Steel storage tank, 42' Dia.
342,000 gallon
CL 42" OD x 1/4" wall steel pipe
Tank level transmitter
Submersible pressure transmitter
15°
30°
SCALE: 3/16" = 1'
H
42'-0" ID
Removable air vent, furnish with bird and insect screen
Contractor designed roof mounted railing
CL 42" dia steel water storage tank
4' -0
CL 30" dia manhole, typical 2 places
CL Flanged joint to water storage tank
PI 42" OD x 14" wall miter bend, Δ = 90°, R = 8'-9", El. 5419.45
12'-0"
12'-0"
CL Flanged joint to water storage tank
PI 42" OD x 14" wall miter bend, Δ = 90°, R = 8'-9", El. 5421.50
CL 30" dia manhole, 2 required
Encasement not shown, typical 3 places
Tank floor El. 5430.90
Low water surface El.
5440.90
Normal water surface El.
5450.90
High water surface El. 5462.90
Top of overflow weir El. 5461.90
Top of tank cylinder El.
5465.90
Tank foundation
J
62482
SCALE: 3/16" = 1'
J
CL Flanged joint to water storage tank
PI 42" OD x 14" wall miter bend, Δ = 90°, R = 8'-9", El. 5419.45
12'-0"
0"
FLOW FLOW
62482
SCALE: 3/16" = 1'-0"
0 5' 10'
NOTES
1. For General Notes see Dwg. (62475).
2. AWWA Class D flange assembly with dielectric gasket and isolation kit to be provided at each tank interface if steel tank option selected. Location and design subject to Government approval.
3. Tank anchors and anchor welds to be determined by tank manufacturer. Use template for anchor bolt spacing to verify correct location of anchors subject to Government approval. See Detail 3 on Dwg.
(62482).
4. Tank hatches and other openings shall be water and light tight with the hatch lip 4 inches above the tank roof.
5. "t" represents tank concrete floor thickness.
SCALE: 3/4" = 1'
Symmetrical about CL 42" OD x 1/4" wall steel pipe
Compacted backfill
Sand cushion
1/4
Top of pipe inside of tank
12" x 1/2" welding ring
1/ 2"
1'-0"
1/ 2"
2"
1/
2"
Bottom of steel tank
1/4
SCALE: 3/4" = 1'
Symmetrical about CL 42" OD x 1/4" wall steel pipe
Top of pipe inside of tank
1/4
1/4 t t/
1/ 2"
CL 4" x 1/2" steel welding ring, centered in concrete floor
CL Ladder. For Hatch & ladder detail, see Dwg. (62481).
SCALE: 3/4" = 1'-0"
1' 2' 3'0
15°
FLOW
SAN JUAN LATERAL WATER TREATMENT PLANT S01B01-TK-002 WATER STORAGE TANK
(62475)
SECTION
SECTION DETAIL - WELDED STEEL TANK OPTION DETAIL - CONCRETE TANK OPTION
R21'-0" ID
R14'-6"
H
30°
Continued on Dwg. (62475)
Continued on Dwg. (62475)
Continued on Dwg. (62475)
45°
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CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Cory Bondurant
Cory Bondurant
Kyle Taylor
Baca, Brantly (Brant) Q P.E.
Young, Cody A P.E.
A
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WELDED STEEL TANK 1
PLAN, SECTIONS, AND
DETAILS
DENVER, CO
1695-D-62480
2026-04-07
SCALE: 3/16" = 1'
Continued on Dwg. (62475)
Co nt inu ed o n
Dwg.
(6
K 62481
Tank mixer, center below hatch opening
CL 42" OD x 1/4" wall steel pipe
CL Tank hatch
CL 42" OD x 1/4" wall steel pipe
Contractor designed roof mounted railing
CL 30" dia manhole, 2 required
62482
42" OD x 14" wall steel overflow pipe
PI S01B01-
TK-001 water storage tank
CL 42' Dia. steel storage tank, 342,000 gallon
CL 42" OD x 1/4" wall steel pipe
Tank level transmitter
Submersible pressure transmitter
15°
30°
SCALE: 3/16" = 1'
L
42'-0" ID
Removable air vent, furnish with bird and insect screen
Contractor designed roof mounted railing
CL 42" dia steel water storage tank
4' -0
CL 30" dia manhole, typical 2 places
CL Flanged joint to water storage tank
PI 42" OD x 14" wall miter bend, Δ = 90°, R = 8'-9", El. 5419.45
12'-0"
12'-0"
CL Flanged joint to water storage tank
PI 42" OD x 14" wall miter bend, Δ = 90°, R = 8'-9", El. 5421.50
CL 30" dia manhole, 2 required
Encasement not shown, typical 2 places
Tank floor El. 5430.90
Low water surface El.
5440.90
Normal water surface El.
5450.90
High water surface El. 5462.90
Top of overflow weir El. 5461.90
Top of tank cylinder El.
5465.90
Tank foundation
62482
SCALE: 3/16" = 1'
M
CL Flanged joint to water storage tank
PI 42" OD x 14" wall miter bend, Δ = 90°, R = 8'-9", El. 5419.45
12'-0"
0"
FLOW
FLOW
62482
SCALE: 3/16" = 1'-0"
0 5' 10'
NOTES
1. For General Notes see Dwg. (62475).
2. AWWA Class D flange assembly with dielectric gasket and isolation kit to be provided at each tank interface if steel tank option selected. Location and design subject to Government approval.
3. Tank anchors and anchor welds to be determined by tank manufacturer. Use template for anchor bolt spacing to verify correct location of anchors subject to Government approval. See Detail 3 on Dwg.
(62482).
4. Tank hatches and other openings shall be water and light tight with the hatch lip 4 inches above the tank roof.
CL Ladder. For Hatch & ladder detail, see Dwg. (62481).
SCALE: 3/4" = 1'-0"
1' 2' 3'0
15°
FLOW
SAN JUAN LATERAL WATER TREATMENT PLANT S01B01-TK-001 WATER STORAGE TANK
(62475)
SECTION
SECTION
R21'-0" ID R14'-6"
L
62479
Co nt inu ed o n
Dwg.
(6
M
15°
45°
CL 42' Dia. steel storage tank, 342,000 gallon
62479
Continued on Dwg. (62475)
Continued on Dwg. (62475)
62479
Continued on Dwg. (62475)
45°
R
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6" t an k dr ai n, c or re ct w ei r el ev at
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Cory Bondurant
Cory Bondurant
Rex Schlosser, P.E.
Baca, Brantly (Brant) Q P.E.
Young, Cody A P.E.
A
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SECTIONS AND DETAILS
DENVER, CO
1695-D-62481
2026-04-07
SCALE: 1/4" = 1'
SCALE: 1/4" = 1'-0"
2' 4' 8'0
NOTES
1. For General Notes see Dwg. (62475).
2. For equipment information see Equipment
Schedule, Dwg. (62477).
3. Contractor to design ladder and ladder supports.
Supports shown are conceptual only. See specifications.
4. Tank hatches and other openings shall be water and light tight with the hatch lip 4 inches above the tank roof.
5. Ladder safety cages and landings are not permitted.
Removable air vent
C L la dd er s up po rt se e de ta il.
L oc at e as n ee de d
0"
3/
Top of grade El. 5430.00
Top of tank cylinder El. 5465.90
Provide ladder safety rail extension
Contractor designed roof mounted guard rail
Provide a hinged, lockable ladder guard door, see specifications
2' -6
Bottom of ladder
6" m ax
Bottom of safety rail
SCALE: 3/8" = 1'
HATCH & LADDER DETAIL
(62479, 62480)
Hinged safety gate
1'- 8"
0'-7"
CL Coupling, see Cathodic Protection detail
Contractor designed roof mounted guardrail
Ladder safety rail
CL Ladder
Install level depth gauge near this location, see specifications
Outside of tank
SCALE: 3/8" = 1'
4 DETAIL
Guardrail not shown for clarity
Ladder safety rail
3' -6 m in
9" min
Outside of tank
Roof mounted guard rail with hinged safety gate
Top of tank cylinder
Tank roof
CL Ladder safety rail
15°
N 62482
PI Connection for submersible pressure transmitter
Hinges
Handle. Provide on top and bottom surfaces of hatch
9"
8'-0"
3'-6"
PI Tank level transmitter
Provide a hinged hatch opening with counterweight or pneumatic lift assist
SCALE: 3/8" = 1'-0"
2' 4' 6'0
SCALE: 3/4" = 1'-0"
1' 2' 3'0
SCALE: 1 1/2" = 1'-0"
1/2' 1' 1 1/2'0
SCALE: 3" = 1'
CATHODIC PROTECTION CONNECTION DETAIL
Cathodic protection equipment, see specifications
Tank roof
2 1/2" Coupling Style D01, provide bushing as needed
SCALE: 3" = 1'-0"
3" 6" 9"0
SCALE: NTS
SECTIONP
Radar level transmitter
CL Connection for radar level transmitter
8"
Inside of tank
Bottom of pipe flush with inside of tank
Tank roof
6" Std. steel pipe
CL Flanged connection to radar level transmitter
1/4
P
1/4
2'-4"
SECTION
(62479, 62480)
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APPROVED
ADMIN APPROVAL -
Cory Bondurant
Cory Bondurant
Kyle Taylor
Baca, Brantly (Brant) Q P.E.
Young, Cody A P.E.
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WELDED STEEL TANK
SECTIONS AND DETAILS
DENVER, CO
1695-D-62482
2026-04-07
SCALE: 1 1/2" = 1'
NOTES
1. For General Notes see Dwg. (62475).
2. For valve information see Valve Schedule, Dwg. (62477).
3. For orifice plate information see Orifice Plate Schedule, Dwg.
(62477).
4. Tank anchors and anchor welds to be determined by tank manufacturer. Use template for anchor bolt spacing to verify correct location of anchors subject to Government approval.
See Detail 3.
5. Tank hatches and other openings shall be water and light tight with the hatch lip 4 inches above the tank roof.
6. Stand pipe supports are conceptual only.
7. Overflow weir box, weir box supports, and overflow pipe supports are conceptual only, Contractor to design. Overflow pipe and supports shall accommodate differential settlement.
1/4
SECTION
SCALE: 1/2" = 1'-0"
2' 4'1'0
SCALE: 1 1/2" = 1'-0"
1/2' 1' 1 1/2'0
SCALE: 3" = 1'-0"
3" 6" 9"0
Tank roof
CL Hatch
Provide handles on top and bottom surfaces of hatch
6"
6"
9"
Bottom of stand pipe
Submersible pressure transmitter
Bottom of tank
CL Stand Pipe
4" Sch. 80 PVC stand pipe
Contractor designed stand pipe support, typical
Outside of tank
Bottom of steel pipe
Top of stand pipe
4" Std.
steel pipe
CL Submersible pressure transmitter & stand pipe
Blind flange
8" 2"
CL Blind flanged joint connection
1/4
SCALE: 3" = 1'
DETAIL
(62479, 62480)
CL Bolt circle
1" Epoxy grout under base plate
Compacted backfill
Sand cushion
Tank floor
Base plate
CL Anchor: epoxy grouted or embedded steel type, typical
Contractor designed, Type 1 ringwall foundation, see specifications
Bottom of steel tank floor
Anchor bolt chair, see specifications
Top stiffener ring (continuous around tank)
1" m in
Inside of tank
S
SCALE: 1 1/2" = 1'
S SECTION
Gusset
Top ring (continuous around tank)
Gusset
Anchor bolt chair, see specifications
1" m in
Bottom of tank base
CL Anchor: epoxy grouted or embedded steel type, typical
SCALE: 1/2" = 1'
Inside of overflow weir
1/2" steel plateCL Gusset, as req.
CL Gusset, as req.
Symmetrical about CL
U 62483
PI 42" Std. SR steel welding elbow
62481 N
DETAIL
(62479, 62480)
14'-0" min.
5'-0" m in
R2 1'
-0
ID
6'-0"
Inside of tank
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SECTION
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Cory Bondurant
Cory Bondurant
Kyle Taylor
Baca, Brantly (Brant) Q P.E.
Young, Cody A P.E.
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WELDED STEEL TANK
SECTION AND DETAILS
DENVER, CO
1695-D-62483
2026-04-07
NOTES
1. For General Notes see Dwg. (62475).
2. Overflow weir box, weir box supports, and overflow pipe supports are conceptual only. Contractor to design. Overflow pipe and supports shall accommodate differential settlement.
3. For equipment information see Equipment Schedule, Dwg. (62477).
4. For orifice plate information see Orifice Plate Schedule, Dwg. (62477).
SCALE: 1/2" = 1'-0"
2' 4'1'0
SCALE: 3/4" = 1'-0"
1' 2' 3'0
SCALE: 1" = 1'-0"
1' 2'0
SCALE: 3/4" = 1'
MESH SCREEN DETAIL
Stainless steel screen, #24 mesh, .014" wire diameter, .028" aperture
Note: Stainless steel mesh screen to be installed between two AWWA Class D flanges
PI 42" Std. SR steel welding elbow, El.
5461.65
4' -0
Bottom of base plate
Provide steel gussets as required
Top of tank cylinder
Top of overflow weir El. 5461.90
CL 42" OD x 1/4" wall steel pipe
0"
Outside of tank
1'-0"
5'-0"
CL 42" Coupling Style C02
5' -0
CL 42" Coupling Style C02
42" OD x 1/4" wall steel pipe
CL 42" OD x 1/4" wall steel pipe
Overflow weir box, steel
4' -0
Tank floor El. 5430.90
PI 42" Std. SR steel welding elbow, El.
5434.65
4'-0"
CL Flanged connection with mesh screen bolted in-between, see detail
Concrete apron for above ground overflow & drain, see Dwg. (62474)
42" pipe support, see Notes
42" Flap gate
2' -0
M in . Invert of 42" pipe
Ground surface
62482 U
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42" pipe support bracket, see Notes
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Existing manufactured home to be removed
GF GG FF
Additional Contractor Usage Area Weathers Property extents N=2093884.84 E=2543075.54
206+78.39 Blowoff 3 N=2093812.16 E=2542987.95
209+00 New Manhole 4 N=2093984.05 E=2542932.37
CR 6700
0+
5+
210+00
215+00
220+00
N 1°
4'
4"
E
6.
N89° 43' 41"W 160.00'
Pr iv at e
D ri ve
Pr iv at e
D ri ve
Navajo-Gallup Water Supply Project
Reach 1
N 0°
9'
6"
E
4.
S 1°
3'
0"
W
.5
3'
S88° 38' 06"E 164.52'
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
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ADDITIONAL
CONTRACTOR USE AREA
WEATHERS PARCEL
DENVER, CO
1695-D-62329
NOTES
1. Contractor usage area extents limited to the extents shown of the Weathers property due to active irrigation ditches to the north and west.
2. Extents are based off of Amended Boundary Survey Plat for U.S. Bureau of
Reclamation of the Weathers Tracts Vicinity of Fruitland, San Juan County, New Mexico, January 8, 2024 prepared by Precision Surveys, Inc. N.M.P.S. No 11993.ADDITIONAL CONTRACTOR USAGE AREA - WEATHERS PROPERTY
1" = 100'
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ALWAYS THINK
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SAFETY
250+47.47 Air Valve 4 N=2097750.68 E=2542684.46
F
FF
F F
F F
F F
F F
US Hwy 64
C R
230+00
5+
240+00
245+00
250+00
Farmers Mutual Irrigation Ditch, protect in place
Approximate location of Shaw property fence line, protect in place
Additional Contractor Usage Area Shaw Property approximate extents N=2096580.25 E=2542962.52
S78° 37' 39"W 35.00'
S11° 22' 21"E 40.00'
N78° 37' 39"E 35.00'
S11° 22' 21"E 149.40'
S 7° 20' 38"E
220.11'
S 3°
8'
8"
W
2.
S75° 54' 57"E94.20'
S11° 22' 21"E
162.82'
Navajo-Gallup Water Supply Project
Reach 1
5200 5220
234+46.04 Air Valve 3 N=2096493.26 E=2543060.70
Building 1 To be removed (contains asbestos)
Building 2 To be removed, see Note 1.
Building 3 To be removed, approximate locationS37° 34' 30"E
143.82'
S0° 54' 15"W 84.66'
N88° 17' 08"W 279.29'
N 0°
9'
2"
E
8.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
K. WHITESELL
K. WHITESELL
A. MARNER
Marner, Andrew (Andy) J P.E.
Pelzer, Kylie C P.E.
Civil Engineer
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ADDITIONAL
CONTRACTOR USE AREA
SHAW PARCEL
DENVER, CO
1695-D-62330
2025-02-06
NOTES
1. Contractor usage area extents are to provide a 50 ft offset minimum from the the Farmers Mutual Irrigation Ditch which flows through the Shaw property.
Minimal to no ground disturbance should take place within this buffer at building 2.
2. Extents are based off of Amended Boundary Survey Plat of the Shaw Tracts Lots 6 & 7, Section 5, Township 29 North, Range 15 West, New Mexico Prime Meridian, Vicinity of Fruitland, San Juan County, New Mexico, April 5, 2024 prepared by Precision Surveys, Inc. N.M.P.S. No 11993.
ADDITIONAL CONTRACTOR USAGE AREA - SHAW PROPERTY
1" = 100'
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| Sheets and Views |
| 1695-D-62462 |
| 78B_1695-D-62330.PDF |
| Sheets and Views |
| 22 x 34 |
| 78A_1695-D-62329.PDF |
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| 22 x 34 |
| 59_1695-D-62483-RD-9.PDF |
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| 62483 |
| 58_1695-D-62482-RD-8.PDF |
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| 57_1695-D-62481-RD-7.PDF |
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| 56_1695-D-62480-RD-6.PDF |
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| 62480 |
| 55_1695-D-62479-RD-5.PDF |
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| 62479 |
| 52_1695-D-62476-RD-2.PDF |
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| 34x22 |
| 51_1695-D-62475-RD-1.PDF |
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| 22 x 34 |
| 14_1695-D-60789.PDF |
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| 12_1695-D-60787.PDF |
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| 10_1695-D-60785.PDF |
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| 01B_1695-D-62505-RD-2.pdf |
| Sheets and Views |
| 1695-D-62462 |
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