140R4026R0002_Attachment_2_-_00_00_02_Dwgs-B_NGWSP-Block2-3HDD_11x17_20251027.pdf
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- Attached to
- NGWSP BLOCK 2-3 HDD
- Solicitation number
- 140R4026R0002
About this file
These documents are technical drawings and plans for the Navajo Agricultural Project Irrigation (NAPI) pipeline, specifically detailing Horizontal Directional Drilling (HDD) routes and construction laydown areas across multiple locations in New Mexico. The project involves installing pipelines at several critical crossings, including the Shumway Arroyo, San Juan River, Nenahnezad Bluff, Chaco River, and associated contractor use areas.
The technical drawings provide comprehensive details on pipeline routing, including precise geographic coordinates, elevation profiles, geological data, and construction right-of-way specifications. Key technical elements include 36-inch and 42-inch pipelines with varying pipe lengths (ranging from approximately 1,100 to 3,300 linear feet), multiple HDD segments, and detailed geologic mapping of terrain including soil types like Qal (alluvium), Kpc (sedimentary rock), and Kl (limestone). The project appears to be managed by the Bureau of Reclamation and involves crossing multiple waterways and terrain types, with careful consideration of existing infrastructure like waterlines, roads, and utility corridors.
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Cibola National Forest
Cibola National Forest
Cibola National Forest
Cibola National Forest
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
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
JICACARILLLLLLRILLAAAA
APACP E ININNDIANDIANDIANDIDIDI
RESERESEESER RVATRRVA IONONONN
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 Can a l
R io
A rr ib a
San Juan
S an do va l
McKinley
A pa ch e
Cibola
BECLAIBITO
SHIPROCK
RED VALLEY
NENAHNEZAD
FRUITLAND UPPER
SANOSTEE
HUERFANO
LUKACHUKAI
COVE
ROUND ROCK
WEETWATER
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
INLICHEE
CANONCITO
WHITE HORSE LAKE
PUEBLO PINTADO
BECENTI
TORREON
OJO ENCINO
COUNSELOR
SAINT MICHAELS
NAHATA DZIIL
RAMAH
CHINLE
NAZLINI
CUTTER
RESERVOIR
AAAANIM
ANIM
ANIM
ASASS
RIVER
RIV
R VEVERR
RIVRIVRIVRRIVRIVRRRIV R
RIRIRRI
Pumping Plant (1)
FRANK FRANK CHEE WILHEE WILLETTOLETTO
RESERVORVOIR
NMOMORGANMORGANMORGANNMOMORGANMORGAN
LAKELAKELAKELAKELAKELAKELA
NAPI Turnout 1)))))))) ttttttt
Pumping Plant No.12 Standing Rock Pumping Plant
Crownpoint Turnout
Pumping Plant No.13
Pumping Plant No.14
Shiprock Turnout
Pumping Plant No. 8
REACH 3
For Location Map see drawing number 1695-D-62449
REACH 2
For Location Map see drawing number 1695-D-62449
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
IZ
O N
A
O K
LA
H O
M A
TEX
A S
NEW MEXICO
Rio San Juan
Saaaa
BerBee
McKinley
MEXICO
R io
A rr ib a
San Juan
S an do va l
McKinley
A pa ch e
Cibola
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 -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 7-
LA
S T
S A V
ED
B Y
A M
A R N
ER
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
H O
R
IZ
O N
TA
L
D
IR
EC
TI
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A L
D R
IL
LI
N
G
GENERAL MAP
DENVER, CO
1695-D-62448
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
KARUN WINSTEIN
KARUN WINSTEIN
JALISSA DEHAAN
WASHINGTON
OREGON
MONTANA
WYOMING
IDAHO
CALIFORNIA
NEW MEXICO
ARIZONA
KEY MAP
COLORADO
NEVADA
UTAH
LEGEND
Miles 0 5 10
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
Reach 3
Reach 2
Pumping Plant (1)
SAN JUAN RIVER
INTAKE (REACH 1)
Existing 42" Pipeline (Reach 1)
SHUMWAY HDD
SAN JUAN
HDD
NENAHNEZAD
HDD
CHACO HDD
N.A.P.I. Turnout
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
Vicinity Map Area
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
KARUN WINSTEIN
KARUN WINSTEIN
JALISSA DEHAAN
KEY MAP
VICINITY MAP
LOCATION MAP
Feet 0 24000 48000
Feet 0 10000 20000
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 -2
.D W
G
LA
S T
S A V
ED
D A
TE
-0 7-
LA
S T
S A V
ED
B Y
A M
A R N
ER
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
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C K
H O
R
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TA
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D
IR
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A L
D R
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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 36HDD425, 36HDD325, 42HDD425, etc. The first number (36, 42, etc.) indicates the nominal pipe diameter in inches. The letters HDD denotes Horizontal Directional Drill. The second number (425, 325, etc.) denotes the maximum allowable hydrostatic pressure head, in feet, measured at the centerline of the pipe.
SYMBOLS
Centerline
Intersect Zone
Diameter
Siphon
Waterline
Irrigation Line
OVH Power Line
Culvert
Road
Fence
ABBREVIATIONS
ROW Right of Way BVCS Beginning of Vertical Curve Station BVCE Beginning of Vertical Curve Elevation EVCS End of Vertical Curve Station EVCE End of Vertical Curve Elevation HDD Horizontal Directional Drilling BOR Bureau of Reclamation LF Linear Foot NTUA Navajo Tribal Utility Authority PVI Point of Vertical Inflection R Radius STA Station ELEV Elevation NNMP Navajo Nation Municipal Pipeline NAPI Navajo Agricultural Products Industry APS Arizona Public Service SJLWTP San Juan Lateral Water Treatment Plant
W
IRR
GEOLOGIC NOTE
For General Geologic Legend, Explanations and Notes, see the 1695-529-60340.
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
Δ
.0
0°
En d
H D
D Δ
.0
0°
In ve rt S hu m w ay
A rr oy o
EL. 5114.87
B O
R
2" W at er lin e
B O
R
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
.5
B V C E:
0.
EV
C S
.0
EV
C E:
1.
PVI STA = 2414+21
PVI ELEV = 5034.00
R = 3750'
B V C S
.2
B V C E:
2.
EV
C S
.7
EV
C E:
1.
Kpc
Qal
QalOriginal ground surface
D H
R 2-
-8
El ev
.9
19.3
T.D. 40.0
SM
g(CL)s
22.7
SM
27.6
SHALE
28.2
38.4
31.2
SC
SHALE
SS
D H
R 2-
-3
El ev
.6
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'
SS
CLSTN
SS/SLTSTN/CLSTN
SS
CLSTN
SS
SLTSTN
SS
SS/SLTSTN/CLSTN
SS/SLTSTN/CLSTN
SS
4.5
8.3
SC
(SP)g
(SP-SM)
D H
R 2-
-3
El ev
.5
T.D. 19.8'
(SP)g8.4 11.8
15.2 SS
SP
SC
D H
R 2-
-3
El ev
.9
4.5
24.0 25.0
32.9 39.3
58.4
SC
(SP-SM)
CLSTN
SS
CLSTN
SS
SLTSTN
SS/SLTSTN/CLSTN
T.D. 79.1' 78.1
D H
R 2-
-3
El ev
.9
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
SS/CLSTN
T.D. 95.5
No Recovery
7.3 4.0
SP-SM
40.5 CLSTN
Shale
S ta
B ur ie d
W at er L in e
(t o be r em ov ed
S ta
B ur ie d
El ec tr ic
L in e (t o be r em ov ed
S ta
-i nc h Ir r Pi pe
TO
P
T .B
.D
2419+96 Buried Water Line (to be removed)
IR
R
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 18" 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
2404+15 ROW Change
100'
DHR2-22-8
DHR2DHR2-24-38DHR2-24-37
DHR2-24-35
Kpc
Qal
Kpc
Qal
Embankment
Farmers Mutual Concrete Siphon
5130 51
5140 5140
51505160
5140 51
2409+00 Shumway Arroyo
2412+75 ROW Change
2420+21 Buried Electric Line (to be removed)
2418+68 Irrigation Pipe
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 -3
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
A M
A R N
ER
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
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C T
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EW
M
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S A N
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R A L
B
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SHUMWAY ARROYO
PLAN AND PROFILE
(METALLIC)
DENVER, CO
1695-D-62450
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
MARK SUTER
MARK SUTER
KYLIE PELZER
0 100' 200'
PLAN - SHUMWAY ARROYO HDD
PROFILE - SHUMWAY ARROYO HDD
HOR: 1" = 100', VERT: 1" = 20'
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
2398+00 2400+00 2402+00 2404+00 2406+00 2408+00 2410+00 2412+00 2413+00
1100 LF 36HDD350
(1109' PIPE LENGTH)
EL. 5121.18
S=-0.19434
S=-0.004
S=0.19434
S ta rt H
D D
Δ
.0
0°
En d
H D
D Δ
.0
0°
In ve rt S hu m w ay
A rr oy o
EL. 5114.87
B O
R
2"
W at er lin e
B O
R
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 = 2402+41
PVI ELEV = 5074.44
R = 900'
B V C S
.3
B V C E:
0.
EV
C S
.2
EV
C E:
4.
PVI STA = 2406+96
PVI ELEV = 5072.53
R = 900'
B V C S
.1
B V C E:
2.
EV
C S
.5
EV
C E:
9.
Kpc
Original ground surface
SS/SLTSTN/CLSTN
Kpc
D H
R 2-
-3
El ev
.6
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'
SS
CLSTN
SS/SLTSTN/CLSTN
SS
CLSTN
SS
SLTSTN
SS
SS/SLTSTN/CLSTN
SS/SLTSTN/CLSTN
SS
4.5
8.3
SC
(SP)g
(SP-SM)
D H
R 2-
-3
El ev
.9
4.5
24.0 25.0
32.9 39.3
58.4
SC
(SP-SM)
CLSTN
SS
CLSTN
SS
SLTSTN
SS/SLTSTN/CLSTN
T.D. 79.1' 78.1
D H
R 2-
-3
El ev
.9
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
SS/CLSTN
T.D. 95.5
40.5 CLSTN
EL. 5151.11
D H
R 2-
-8
El ev
.9
19.3
T.D. 40.0
SM
g(CL)s
22.7
SM
27.6
SHALE
28.2
38.4
31.2
SC
SHALE
SS
D H
R 2-
-3
El ev
.6
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'
SS
CLSTN
SS/SLTSTN/CLSTN
SS
CLSTN
SS
SLTSTN
SS
SS/SLTSTN/CLSTN
SS/SLTSTN/CLSTN
SS
4.5
8.3
SC
(SP)g
(SP-SM)
D H
R 2-
-3
El ev
.5
T.D. 19.8'
(SP)g8.4 11.8
15.2 SS
SP
SC
D H
R 2-
-3
El ev
.9
4.5
24.0 25.0
32.9 39.3
58.4
SC
(SP-SM)
CLSTN
SS
CLSTN
SS
SLTSTN
SS/SLTSTN/CLSTN
T.D. 79.1' 78.1
D H
R 2-
-3
El ev
.9
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
SS/CLSTN
T.D. 95.5
7.3 4.0
SP-SM
40.5 CLSTN
Shale
Proposed Shumway HDD
Qal
Qal
IR
R
IR
R
IR
R
30'
DHR2-22-8
DHR2-24-38DHR2-24-37
DHR2-24-35
Kpc
Qal
Kpc
Qal
Embankment
IR
R
DHR2-22-8
DHR2-24-38DHR2-24-37
DHR2-24-35
Kpc
Qal
Kpc
Qal
Embankment
RD 6800 PROPOSED SHUMWAY HDD
2400+00
START HDD
N=2098733.02 E=2542766.08
Construction
ROW
2404+40 Farmers Mutual 18" Concrete Siphon N=2098292.81 E=2542759.01
2404+16 BOR 42" Waterline N=2098317.35 E=2542759.40
2403+31 BOR 42" Waterline N=2098401.77 E=2542760.76
151'
98'
41'
2410+43 ROW Change
2400+65 ROW Change
100'
Farmers Mutual Concrete Siphon
5130 51
5140 5140
51605120
2405+50 Shumway Arroyo
Farmers Mutual Canal
2411+00
END HDD
N=2097633.48 E=2542748.42
2409+25 ROW Change
Buried water line
Buried electric line
Irrigation line
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
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U O
F R
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LA
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A R
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TH
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IN
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C A D
S
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A ut oC A D
5.
0S
LM
S T
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C A D
F
IL
EN
A M
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-D
-6
-R
D -4
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
A M
A R N
ER
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
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S A N
J U
A N
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R A L
B
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H O
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TA
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SHUMWAY ARROYO
PLAN AND PROFILE
(PLASTIC)
DENVER, CO
1695-D-61852
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
MARK SUTER
MARK SUTER
KYLIE PELZER
0 100' 200'
PLAN - SHUMWAY ARROYO HDD
PROFILE - SHUMWAY ARROYO HDD
HOR: 1" = 100', VERT: 1" = 20'
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
2375+572376+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 ArroyoRD 6800
CONSTRUCTION ROW
2375+57 Laydown Extent N=2101297.85 E=2543479.78
51505160
2391+89 Overhead utility
PROPOSED
PIPE LAYDOWN
PROPOSED SHUMWAY HDD
+0
2385+44 Driveway
2395+88 ROW change
150' 200'
2386+61 ROW Change
2383+67 ROW Change
2381+94 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
2400+00 Start Laydown N=2099082.88 E=2542771.70
2383+20 ROW Change
2388+64 End installation of Temporary Safety Fence
2378+78 ROW Change 2378+78 ROW Change
Install Temporary
Safety Fence along Construction
ROW
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 -5
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
A M
A R N
ER
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
H O
R
IZ
O N
TA
L
D
IR
EC
TI
O N
A L
D R
IL
LI
N
G
SHUMWAY ARROYO
PIPE LAYDOWN AREA
DENVER, CO
1695-D-62451
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
MARK SUTER
MARK SUTER
KYLIE PELZER
0 100' 200'
PLAN - SHUMWAY ARROYO CONSTRUCTION LAYDOWN
PROFILE - SHUMWAY ARROYO CONSTRUCTION LAYDOWN
HOR: 1"=100', VERT: 1"=20'
DHR2-22-13
DHR2-22-15
OWR2-22-16
OWR2-22-17
Kpc
Qtg
Qal
Construction ROW
San Juan River
2624+00 Start HDD N=2089767.25 E=2542838.93
40'
40'
2600+00 End HDD N=2091902.85 E=2543932.51
200'
200'
200'
2620+60 Unpaved Ditch
2621+49 Unpaved Ditch
2600+05 Unpaved Ditch
2613+75 Jewett Valley Ditch
PROPOSED SAN JUAN HDD
2618+00 San Juan River
5060 50
80509051 005110
Tucson Electric, 345kV, 36', typ.
2610+25.58 City of Farmington 7.9kV, 26.17' N=2090990.26 E=2543465.20
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
9.
PVI STA = 2619+73
PVI ELEV = 4982.00
R = 3750'
B V C S
.4
B V C E:
3.
EV
C S
.0
EV
C E:
2.
PVI STA = 2608+54
PVI ELEV = 4987.00
R = 3750'
B V C S
.6
B V C E:
2.
EV
C S
.7
EV
C E:
5.
Original ground surface
S ta rt H
D D
Δ
.0
0°
El. 5122.28
El. 5065.00
Kl
Kl
Qtg Qtg
Qtg
Kl
Kpc
S an
J ua n R iv er
See Note 1
See Note 1
U np av ed
D itc h
U np av ed
D itc h
Je w et t
V al le y
D itc h
U np av ed
D itc h
Proposed San Juan HDD
2400 LF 36HDD525
(2416' PIPE LENGTH)
D H
R 2-
-1
El ev
.4
13.6
T.D. 120.0
18.6
SS
26.0
SHALE
SHALE
33.6 35.0 37.2
SS
SHALE
D H
R 2-
-1
El ev
.5
T.D. 80.0
10.5
SHALE
O W
R 2-
-1
El ev
.4
T.D. 80.0
COBBLES AND
BOULDERS
SHALE
12.9
O W
R 2-
-1
El ev
.2
T.D. 50.0
SHALE
12.9
SHALE (Kpc)
COBBLES AND
BOULDERS
S=-0.15838
S=-0.004
S=0.19443
Intersect zone
.5
C ity o f
Fa rm in gt on 7.
9k V
.1
7'
COBBLES AND BOULDERS
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 -6
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
A M
A R N
ER
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
H O
R
IZ
O N
TA
L
D
IR
EC
TI
O N
A L
D R
IL
LI
N
G
SAN JUAN RIVER
PLAN AND PROFILE
DENVER, CO
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
MARK SUTER
MARK SUTER
KYLIE PELZER
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
PLAN - SAN JUAN HDD
PROFILE - SAN JUAN HDD
HOR: 1" = 100', VERT: 1" = 25'
Construction ROW
2600+00 Start Laydown ROW Change N=2091902.84 E=2543932.53
TPR2-22-10
HDD Entry Pit 40'
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
221'
2600+05 Ditch
ROW Point N=2093108.59 E=2544551.21
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
D itc h
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 -7
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
A M
A R N
ER
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
H O
R
IZ
O N
TA
L
D
IR
EC
TI
O N
A L
D R
IL
LI
N
G
SAN JUAN RIVER
PIPE LAYDOWN AREA
DENVER, CO
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
MARK SUTER
MARK SUTER
KYLIE PELZER
PLAN - SAN JUAN CONSTRUCTION LAYDOWN
PROFILE - SAN JUAN CONSTRUCTION LAYDOWN
HOR: 1" = 100', VERT: 1" = 20'
IR
R
IR
R
IR
R
W
W
W
IR
R
IR
R
IRR
TPR2-22-17
2-13
TPR2-22-16
TPR2-22-14
DHR2-22-18
Kl
Qal
Kpc
Fill Qal
Kpc
Kl
Fill
Qal al
Kl
Kpc
Kl
Kpc
Kpc
Qal
Kpc Qal
QalKpc
Kpc
NTUA
Waterline
NNMP Waterline
2800+00 Begin HDD N=2089075.44 E=2541214.56
Proposed Nenahnezad HDD
2832+94 End HDD N=2086090.79 E=2539823.11
Yellowman Waterline
APS Waterline
NTUA
Waterline
Construction
ROW
50'
2826+13.42 N=2086760.03 E=2539997.84 124.45
50'
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
Δ
.0
PVI STA = 2808+40.00
PVI ELEV = 4941.60
R = 4400'
B V C S
.7
B V C E:
9.
EV
C S
.4
EV
C E:
6.
El. 5089.8
El. 5330.2
Optional intersect zone
En d
H D
D Δ
9.
0°
2808+58± NTUA 18"Ø Waterline Top of Pipe = 5176.1±
2825+68± APS 36"Ø Waterline
Top of Pipe = 5344.1±
172'
126'
R oa d N
R oa d N
B ur ie d
Te le co m lin e
B ur ie d
Te le co m lin e
Proposed Nenahnezad HDD
2822+41± NTUA 18"Ø Waterline
Top of Pipe = 5321.2±
2824+60.95± NTUA 18"Ø Waterline
Top of Pipe = 5332.47±
D H
R 2-
-1
El ev
.5
T.D. 21.0
16.4
SS(Kpc)
SHALE(Kpc)
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 -8
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
A M
A R N
ER
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
H O
R
IZ
O N
TA
L
D
IR
EC
TI
O N
A L
D R
IL
LI
N
G
NENAHNEZAD BLUFF
PLAN AND PROFILE
DENVER, CO
1695-D-62454
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A. Marner
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
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
IR
R
IR
R
IR
R
IR
R
W
W
W
IRR
IR
R
IRR
TPR2-22-13
TPR-22-12
TPR2-22-14
Qal
Kpc
FillQal
Kpc
Fill
Qa
Qal
Kl
Kl
NNMP Waterline 2800+00 Begin HDD N=2089075.44 E=2541214.56
250' x 200'
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
EN
D
H D
D
D R
IL
L
EX
IT
B
EG
IN
P
U
LL
B A C K
El. 5330.2
S=0.15835
EN
D H
D D
L A
YO
U T
TPR2-22-17
TPR2-22-19
TPR2-22-18
DHR2-22-19
Kpc
Kpc
Kpc
Kpc
Kpc
KpcQal
Qal
Qal
Qal
Qeo
Qal
Qal 2832+94 End HDD N=2086090.79 E=2539823.11
100'
100'
LAYDOWN ROW
2866+17
END LAYOUT AREA
N=2083079.87 E=2538419.41
PROPOSED
PIPE LAYDOWN
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 -9
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
A M
A R N
ER
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
H O
R
IZ
O N
TA
L
D
IR
EC
TI
O N
A L
D R
IL
LI
N
G
NENAHNEZAD BLUFF
PIPE LAYDOWN AREA
DENVER, CO
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
A. Marner
A. Marner
K. Pelzer
Hor. 1" = 200' Vert. 1" = 40'
0 0
Qal D H
PN
M
-2 1-
El ev
.1
Pr oj
Lt
.6
CLSTNE4.9
5.9
TP
R 3-
-1
2.3 SC
SHALE
El ev
.5
Pr oj
R t.
.8
D H
PN
M
-2 1-
El ev
.0
Pr oj
Lt
.8
T.D. 80.0
2.2 SM
SHALE
31.4 33.3
38.6
51.5
58.7
SS
SHALE
SS
SHALE
SS
D H
PN
M
-2 1-
El ev
.2
Pr oj
Lt
.3
T.D. 50.0
6.5
SC
SM
18.2
SM
19.2 22.5 24.5
34.2
SS
CL
(SP)g
T.D. 80.0
SS
Kl
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
SS
26.8
SC
(SP-SM)
SS
SM1.5
38.2 (GC)s
11.6 T.D. 5.0
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
.1
B V C E:
2.
EV
C S
.6
EV
C E:
9.
PVI STA = 3815+50.00
PVI ELEV = 4936.90
R = 3750'
B V C S
.8
B V C E:
8.
EV
C S
.3
EV
C E:
6.
C ha co R iv er
S ta rt /E nd H
D D
Δ
.6
El. 5061.90
El. 5054.07Original ground surface
S=-0.18677
S=-0.00400
S= 0.
S ta rt /E nd H
D D
Δ
.5
2080 LF 36HDD550
(2099' PIPE LENGTH)
D ir t
R oa d
D ir t
R oa d
D ir t
R oa d
D ir t
R oa d
Qal
Qal
Qal
Qal
Kmf
Kl
Kch
Qal
Kch
Kch
DHPNM-21-7 DHPNM-21-8
TPR3-21-18
DHPNM-21-6
N1 2E
49SE
N 2W
60NE
N
37E
N
5E20SE
70 50
60 5060
70 50
5060 50
90 50
3820+80 Start/End HDD N=2077543.43 E=2517648.36
3800+00 Start/End HDD ROW Changes N=2078063.12 E=2519661.78
3815+10 Chaco River
3804+60 Dirt Road
N=2077948.12 E=2519216.53
3805+46 Dirt Road
N=2077926.73 E=2519133.24
3818+63 Dirt Road
N=2077597.70 E=2517858.40
3816+96.46 ROW Changes
3817+38 Dirt Road
N=2077628.76 E=2517979.45
50'
50'38
CONSTRUCTION ROW
100'
100' 200'
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
0.
D
W G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
A M
A R N
ER
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
H O
R
IZ
O N
TA
L
D
IR
EC
TI
O N
A L
D R
IL
LI
N
G
CHACO RIVER
PLAN AND PROFILE
DENVER, CO
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
JALISSA DEHAAN
JALISSA DEHAAN
KYLIE PELZER
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
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
Original ground surface
See Note 2
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
Original ground surface
See Note 3
CONSTRUCTION
ROW
100'
100'
3820+80 Start Laydown N=2077544.33 E=2517654.35
3841+60 End Laydown N=2077024.64 E=2515640.91
Qal Qal
Kmf
Kmf
DHPNM-21-8 N1
2E
49SE
N
3842+10 End ROW N=2077012.15 E=2515592.51
3779+20 End Laydown N=2078583.71 E=2521681.23
CONSTRUCTION
ROW
100'
100'
PROPOSED
PIPE LAYDOWN
TPR3-21-17
3778+80 End ROW N=2078593.71
E=2521719.95 PROPOSED CHACO RIVER HDD
3800+00 Start Laydown N=2078064.02 E=2519667.79
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
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A ut oC A D
5.
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LM
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F
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1.
D
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LA
S T
S A V
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D A
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-0 8-
LA
S T
S A V
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B Y
A M
A R N
ER
N A V A
JO
-G A
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U P
W A
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U
PP
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P
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N
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S A N
J U
A N
L A
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R A L
B
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H O
R
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O N
TA
L
D
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EC
TI
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A L
D R
IL
LI
N
G
CHACO RIVER
PIPE LAYDOWN AREAS
DENVER, CO
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
JALISSA DEHAAN
JALISSA DEHAAN
KYLIE PELZER
HOR: 1 " = 100' , VER: 1" = 20'
HOR: 1 " = 100' , VER: 1" = 20'
A
LW
A
YS
T H
IN
K
S A
FE
TY
SHEET
D
C
B
A
D
C
B
A
B U
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EA
U O
F R
EC
LA
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A
TI
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U .S
D
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A R
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EN
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E
IN
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C A D
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YS
TE
M
A ut oC A D
5.
0S
LM
S T
EC
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C A D
F
IL
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A M
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2.
D
W G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
A M
A R N
ER
N A V A
JO
-G A
LL
U P
W A
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R S
U
PP
LY
P
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C T
N
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S A N
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A N
L A
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R A L
B
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H O
R
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O N
TA
L
D
IR
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TI
O N
A L
D R
IL
LI
N
G
CHACO RIVER
CONTRACTOR USE AREA
DENVER, CO
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
JALISSA DEHAAN
JALISSA DEHAAN
KYLIE PELZER
Contractor Use Area
Contractor Use Area
To Rte. 362
To Rte. 362
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
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U .S
D
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A R
TM
EN
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O F
TH
E
IN
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R
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C A D
S
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TE
M
A ut oC A D
5.
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LM
S T
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C A D
F
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A M
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-D
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3.
D
W G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
A M
A R N
ER
N A V A
JO
-G A
LL
U P
W A
TE
R S
U
PP
LY
P
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C T
N
EW
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
H O
R
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O N
TA
L
D
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TI
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A L
D R
IL
LI
N
G
SAN JUAN RIVER
CONTRACTOR USE AREA
DENVER, CO
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
MARK SUTER
MARK SUTER
KYLIE PELZER
LINE TABLE PARCEL 3
LINE
L301
L302
L303
L304
L305
L306
L307
L308
L309
L310
L311
L312
L313
L314
L315
L316
L317
LENGTH
37.86
63.00
194.11
1252.97
364.04
911.86
116.67
235.07
285.39
221.21
1947.32
60.00
84.91
80.00
84.88
60.00
94.38
BEARING
S0°57'31"W
S89°02'29"E
S1°05'29"W
S39°11'04"E
S21°44'12"E
N27°04'53"E
N87°59'23"E
N1°22'46"E
N27°04'53"E
S88°12'47"E
S27°04'53"W
N62°54'09"W
S27°06'57"W
N62°53'03"W
N27°06'57"E
N62°53'03"W
N27°02'56"E
LINE TABLE PARCEL 3
LINE
L318
L319
L320
L321
L322
L323
L324
LENGTH
179.28
368.68
1284.06
249.20
37.00
37.20
50.00
BEARING
N1°19'36"E
N21°44'12"W
N39°11'04"W
N0°57'31"E
S89°25'43"E
N0°57'31"E
S89°47'58"E
LINE TABLE PARCEL 4
LINE
L401
L402
L403
L404
L405
L406
L407
L408
L409
LENGTH
391.56
454.61
75.63
200.00
199.65
101.83
368.75
275.79
170.05
BEARING
N33°30'15"E
N60°15'21"E
N27°06'57"E
S62°53'03"E
S27°06'57"W
N62°53'03"W
S60°15'21"W
S33°30'15"W
N84°35'52"W
To Rte. 362
LINE TABLE PARCEL 5
LINE
L501
L502
L503
L504
L505
L506
L507
L508
L509
L510
L511
L512
LENGTH
49.95
124.73
102.36
102.85
50.00
250.00
200.00
12.65
42.12
231.20
17.25
15.54
BEARING
N65°00'18"W
S24°59'42"W
N52°39'58"W
N24°59'42"E
N65°00'18"W
N24°59'42"E
S65°00'18"E
S24°59'42"W
S84°12'14"E
S30°49'23"W
N84°07'11"W
S25°10'23"W
LINE TABLE PARCEL 6
LINE
L601
L602
L603
L604
L605
L606
L607
L608
LENGTH
103.39
738.69
50.00
3392.00
200.00
3392.00
50.00
764.94
BEARING
S50°17'41"E
S24°59'42"W
S65°00'18"E
S24°59'42"W
N65°00'18"W
N24°59'42"E
S65°00'18"E
N24°59'42"E
A
LW
A
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T H
IN
K
S A
FE
TY
SHEET
D
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B
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D
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B
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B U
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D A
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NENAHNEZAD BLUFF
CONTRACTOR USE AREA
DENVER, CO
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
MARK SUTER
MARK SUTER
KYLIE PELZER
Contractor Use Area
1.50"
34.00"
0.75"
.0
0"
G O
V
ER
N M
EN
T
TI
TL
E B
LO
C K
S ee
N ot e
See Note 4
Trim line, see Note 5
Trim line, see Note 5
See Note 2
0.
0.
SHEET
B U
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U O
F R
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LA
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U .S
D
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IN
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IO
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PR
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JE
C T
N A M
E D
IV
IS
IO
N
CITY, STATE
PRJ-STA-SEQ
YYYY-MM-DD
NUMBER
DRAWN
ACCEPTED
BUREAU OF RECLAMATION
U.S. DEPARTMENT OF THE INTERIOR
YAKIMA PROJECT
KENNEWICK DIVISION
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
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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EA
U O
F R
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LA
M
A
TI
O N
U .S
D
EP
A R
TM
EN
T
O F
TH
E
IN
TE
R
IO
R
S
TA
N D
A R D
D R A W
IN
G
S
S
TA
N D
A R D
A N
D T
YP
IC
A L
D
ES
IG
N
S
G O
V
ER
N M
EN
T
D R A W
IN
G
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
S. NITTA
D. CRAWFORD
-1 2-
D
E.
M en dl in
U
PD
A
TE
D T
IT
LE
B
LO
C K A
N D
S
IG
N A
TU
R E
LI
N
ES
-0 3-
D
B ar th el
R od ne y
J P.
E.
U
PD
A
TE
D T
IT
LE
B
LO
C K A
N D
S
IG
N A
TU
R E
LI
N
ES
-0 4-
D
U
PD
A
TE
D D
R A W
IN
G
T O
C U
R R
EN
T D
R A W
IN
G
R
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O R D
S S
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TE
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M
IN
O R R
EV
IS
IO
N
S
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.
Re le as ed
File details come from the government source that posted it. Updated .