Attachment_2_AVC_Crowley_Reach_1_Drawings.pdf
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- Attached to
- Arkansas Valley Conduit - Crowley Reach 1
- Solicitation number
- 140R6026R0001
About this file
This is a technical drawing document providing engineering specifications and location mapping for the Crowley Reach 1 (CR1) segment of the Arkansas Valley Conduit project. The drawing, created in AutoCAD 25.0 and last updated September 17, 2025, depicts the project site location in Colorado spanning from Boone to Crowley, with the CR1 segment beginning at coordinates N = 1577961.11, E = 3356268.53 and connecting to Reach 2 (BR2). The document includes a location map showing the conduit route relative to State Highways 96 and 209, U.S. Highway 50, the Colorado Canal, and the Arkansas River in the southern Colorado area.
The drawing establishes pipe classification standards for the project using a designation system where the first two digits indicate nominal pipe diameter in inches for HDPE pipe, followed by a letter designating soil cover class ranges. The document references Specification Section 33 11 10 Pipeline General Requirements for pipe equivalents and nominal diameter specifications across different pipe materials. The project is managed by the Bureau of Reclamation under the U.S. Department of the Interior's Water Management systems, with the CAD file identified as 382-D-60614-RD-1.DWG and saved by user BZOOK.
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S ta te H ig hw ay
Colorado Canal
Boo ne
Rd
State Highway 96
U.S. Highway 50
Boone
State Highway 96
Arkansas River
Colorado Canal
Flow
Kansas Utah
Wyoming Nebraska
New Mexico
Arizona Texas
Oklahoma
Colorado
Source: Esri, Maxar, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri
ALWAYS THINKSAFETYSHEET5DC43BA54321DC2BA1BUREAU OF RECLAMATIONU.S. DEPARTMENT OF THE INTERIORManagingLARM TAIOCENWintheWaestterCAD SYSTEMAutoCAD 25.0sCAD FILENAME382-D-60614-RD-1.DWGLAST SAVED DATE2025-09-17LAST SAVED BYBZOOKPRJ-STA-SEQ
Boone
Avondale
Pueblo
Fowler Manzanola
Crowley Olney Springs
Rocky Ford
Ordway
0 10000'5000'
Project Site
Crowley Reach 1 (CR1)
Start CR1 - Connection to BR2
N = 1577961.11 E = 3356268.53
LOCATION MAP
PIPE CLASSIFICATIONS
For an example designation of 36B250.
· The 36 indicates the nominal pipe diameter in inches for a HDPE pipe.
See Specification Section 33 11 10 Pipeline General Requirements pipe equivalents table of nominal pipe diameters for different pipe materials.
· B represents a range of soil cover over the pipe. The letter represents a soil cover class of 0.0'<A<5.0', 5.0'<B <10.0', 10.0'<C<15.0', and 15.0'<D<20.0'.
· 250 indicates the maximum sustained operating pressure head in feet of head permitted for the pipe within the designated limits.
NOT TO SCALE
KEY MAP
NOT TO SCALE
VICINITY MAP
Project Site
Pueblo County
End CR1 N = 1564312.64 E = 3379018.57
SHEET
D
C
B
A
D
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B
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KEY, LOCATION AND
VICINITY MAPS
GENERAL NOTES AND
PIPE CLASSIFICATIONS
DENVER, CO
382-D-60614
2025-03-13
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
£TT£
£AT£
£AA£
£TA£
K. WHITESELL
K. KEARNS
B. ZOOK
GENERAL NOTES
1. General Notes, Symbols, Abbreviations, and Pipe Classifications apply to all drawings.
2. At angle points that do not require miter bends, long radius curves
(vertical and horizontal) shall be constructed by pulling joints.
3. Minimum earth cover over top of the pipe shall be 3.5 feet unless the line pipe is at an existing wash, within a CDOT ROW, or within 15.0 feet of a roadway, and then the minimum cover is 5.0 feet, unless otherwise noted.
4. Where the line pipe crosses an existing pipe, a minimum clear distance of
2.0 feet outside to outside between line pipe and existing pipe shall be provided unless otherwise directed by COR. The backfill between the crossing pipe shall be controlled low strength material (CLSM) as stated in the specifications.
5. For limits of excavation near gas lines, see Specifications.
6. Grid based on Colorado State Plane, Southern Zone Coordinate System.
North American Horizontal datum of 1983 (NAD83) and North American Vertical datum of 1988 (NAVD88) in U.S. survey feet.See reference drawings in Specifications Section 52 00 for survey control points information.
7. Ground to grid conversion factor is 0.9997713902, base point (0,0).
8. The Contractor shall follow Colorado Department of Transportation (CDOT) erosion control requirements when working within CDOT's right-of-way.
CDOT's Erosion Control & Stormwater Quality Guide can be found on-line at codot.gov/programs/environmental/water-quality/ construction-sites-program.
9. Open cut CDOT roads require CLSM and compacted backfill per Specifications. Non-CDOT roads require gravel surfacing per Specifications.See (60663) for details.
10. Existing utility poles within 5.0 feet of estimated excavation limits will need to be stabilized when digging.
11. CAUTION: Call Colorado OneCall 811 before you dig.
12. Shored and standard trenches are noted on profiles. See typical trench details on (60617).
13. Fiber optic pull boxes and splice vaults per Specifications. Fiber optic conduit not shown on drawings for clarity.
14. Contractor shall provide and maintain (in a safe condition) temporary approaches or crossings and intersections with trails, roads, streets, businesses, parking lots, residences, garages, and farms.
15. Contractor must adhere to Union Pacific Railroad requirements for Union Pacific Railroad crossing which includes but is not limited to: track and ground monitoring and continuous (24/7) construction within 25.0 feet of track centerline. Other requirements may be found in the railroad crossing packages in Division 51 of the Specifications.
16. See Specifications for easement legal descriptions.
17. See Specifications for Option A description and requirements.
Option A
¦D_DT¦
PEER REVIEWER
State Highw ay 209
BOONE
State Highway 96
3000+00.00 N=1577961.11 E=3356268.53Stat e H ighway
Colorado Canal
State Highway 96
3277+34.82 N=1564312.64 E=3379018.57
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
K. WHITESELL
K. KEARNS
B. ZOOK
0 2000'1000'
SHEET
D
C
B
A
D
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B
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B U
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KEY INDEX
DENVER, CO
382-D-60615
Start reach 3000+00.00
Match line 3022+00
Match line 3066+00
Match line 3088+00
Match line 3110+00
Match line 3132+00
Match line 3154+00
Match line 3176+00
(60619)
(60621)
(60623) (60625) (60628)
(60629) (60631)
(60634)
(60637)
(60639) (60642)
(60641) (60643)
Match line 3044+00
Match line 3198+00
Match line 3209+00
Match line 3231+00
Match line 3253+00
End reach 3277+34.82
(60638)
CR1
CR1
(60635)
Match line 3011+00
Match line 3055+00
Match line 3077+00
Match line 3099+00
Match line 3121+00
Match line 3143+00
Match line 3165+00
Match line 3033+00
Match line 3187+00
Match line 3220+00
Match line 3209+00
Match line 3242+00
Match line 3264+00
(60620)
(60622)
(60624) (60626) (60627) (60630)
(60632) (60633)
(60636)
(60645)
Match line 3275+00
(60644)
KEY INDEX
¦D_DT¦DENVER, CO 2025-03-14
TECH. APPR.
APPROVED
PEER REVIEWER -
Orpineda, Crystal M P.E.
Steen, Timothy M P.E.
TECH. APPR.
APPROVED
PEER REVIEWER -
Orpineda, Crystal M P.E.
Steen, Timothy M Supervisor Water Conveyance 2
APPROVED £AT£
See Note 3 for warning tape Restore surface to original grade and condition
CLSM or undisturbed earth
Additional excavation as required in rock.
Replace with CLSM or compacted backfill as directed. See Specifications for depth requirements.
Optional bench, where required for safety
Shored trench option
Original ground surface
Cl. pipe
T
OD
Restricted size backfill, see Specifications
Maximum height between benches varies as required for safety
TYPICAL SECTION - CLSM TRENCHA
Not to scale
3.
0' m in
7.5' min.
CLSM or undisturbed earth
Compacted backfill in CDOT ROW, see Specifications
W5
Fiber optic conduit, see Specifications for structure locations
CLSM
Min. 1.0'
See Note 3 for warning tape
Standard trench, slope as required for safety
H1:1
0.
O D
Min. 0.5'
DETAIL - PIPE INSTALLATION WITH SOIL PADS, TYPICAL FOR ALL PIPES1
CLSM
"X" min., see Soil pad table
CLSM
"X" min., see Soil pad table
CLSM
L/5
L = Length of pipe furnished, 55'-0" max.
ID
L/5
Rock, typ.Soil, typ.
Connection type may vary by pipe material (bell & spigot, welding, fusion, etc.), required spacing shown is typical for all pipes.
Not to scale
OD
Shored trench option
Standard trench, slope as required for safety
W1 B W2
H1:1
Compacted embedment 0.70D
W3
T
Pi pe
C ov er Compacted backfill in CDOT ROW, see Specifications
Fiber optic conduit, see Specifications for structure locations
3.
0' m in
7.5' min.
TYPICAL SECTION - SELECT MATERIAL TRENCHB
See Note 3 for warning tape
Restore surface to original grade and condition
6" min. additional excavation if required in unsuitable material as directed. Replaced with compacted backfill per Specifications.
Bedding
Restricted size backfill, see Specifications
See Note 3 for warning tape
Not to scale
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
K. WHITESELL
K. KEARNS
B. ZOOK
NOTES
1. OD is the outside diameter of the pipe actually installed.
2. Sloping, shoring, and benching shall be in accordance with the
Specifications.
3. Warning tape and tracer wire not shown on all drawings, but are required. See Specifications for details.
4. CLSM is required for bedding and embedment when the native trench material's Plasticity Index exceeds 25.
5. CLSM is required for embedment when saturated soil is encountered in the pipe trench.
6. CLSM backfill, if used, cannot exceed 5'-0" vertical until CLSM embedment reaches an unconfined compressive strength of 30 psi.
7. Actual pipe trench soil properties will determine the trench type. See
Specifications for additional information.
8. Install pipe based on Specifications or pipe manufacturer's recommendations, whichever is more stringent.
9. See Specifications for CDOT Utility Special Use Permit Standard
Provisions for additional asphalt replacement requirements.
10. For native material properties, see Specifications.
11. See Specifications for CDOT Utility Accommodations Code for fiber utility requirements.
A
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TYPICAL TRENCH
DETAILS
DENVER, CO
382-D-60617
1 H1 defines required side slopes within the bedding and embedment zone, min.
2 Requires CLSM for bedding and embedment.
3 T defines minimum bedding thickness between pipe and excavation limits.
4 See (60661) for special encasement details.
5 Gap in stations is due to trenchless installation, see (60666).
6 See (60628-60629) for extents of Option A.
SELECT MATERIAL GRADATION
LIMITS
Size6 Percent by Weight
Passing No. 200 sieve 12 or less
Passing No. 50 sieve 25 or less
6 Maximum size shall not exceed 34-inch
SOIL PAD TABLE
PIPE ID "X"
12" - 27" .05L
30" - 66" .10L
SOIL PAD NOTE
1. Soil pads allow observation of the soil-cement slurry flowing from one side of the pipe to the other.
6" Aggregate Base Course
Trench width
Prime coat
Tack coat
Saw cut
Compacted backfill, see
Specifications
2" lifts of Asphalt Concrete Pavement, see Note 9
12" Aggregate Base Course
Trench width
TYPICAL TRENCH DIMENSIONS
Select Fill CLSM
Pipe Type Station Range5 Nominal Pipe Size (In) D (In) T (In)3 H1
(Ft) B (In) W1 (In) W2 (In) W3 (In) W5 (In)
HDPE4 3000+00.00 To 3009+35.00 36 36 - 1.5 - - - - -
HDPE 3029+80.00 To 3091+80.00 36 36 4 0.75 116 72 115.8 34.5 60
HDPE2 3091+80.00 To 3106+86.07 3108+21.78 To 3115+60.00 36 36 4 0.75 116 72 115.8 34.5 60
HDPE2 3115+60.00 To 3277+34.82 36 36 4 1.5 116 72 159.6 51 60
Casing2 3110+07.00 To 3112+82.00 48 49.3 4 0.75 126 84 140.4 39 72
Casing2 3117+75.00 To 3118+07.00 48 48.8 4 1.5 168 84 196.8 60 72
DETAIL - ASPHALT SURFACE REPLACEMENT2
DETAIL - GRAVEL SURFACE REPLACEMENT3
Compacted backfill, see
Specifications
For replacement in
CDOT ROW,
see Note 9
1.
0'
1.
0'
See Note 1.
Not to scale
Geotextile
Geotextile
EL
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A
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STATION
3000+00 3050+00 3100+00 3150+00 3200+00 3250+00 3278+77
.0
B lo w of f w ith m an ho le
.0
B lo w of f w ith m an ho le
.0
B lo w of f w ith m an ho le
.0
B lo w of f w ith m an ho le
.0
B lo w of f w ith m an ho le
.0
B lo w of f w ith m an ho le
.0
B lo w of f w ith m an ho le
.0
S ec tio n va lv e
.0
S ec tio n va lv e
.0
S ec tio n va lv e
.0
A ir v al ve
.4
A ir v al ve
.0
A ir v al ve
.0
A ir v al ve
.0
A ir V al ve w ith m an ho le
.0
S am pl in g S ta tio n
.0
S am pl in g S ta tio n
.0
A ir v al ve
.0
A ir v al ve
.0
A ir V al ve w ith m an ho le
.8
A ir v al ve
PROFILE
Cl. CR1
Original ground surface
1,500' 3,000'
Note: Vertical scale exaggerated 20x for clarity
SHEET
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OVERALL PROFILE
DENVER, CO
382-D-60618
Static hydraulic profile El. 4772.70
NOTES
1. The static hydraulic profile represents the maximum sustained operating pressure for the pipeline.
2. The transient hydraulic profile represents the maximum design pressure for the pipeline.
3. See (60647) to (60650) for air valve assembly.
4. See (60652) and (60653) for blow-off assembly.
5. See (60657) and (60658) for sectionalizing valve assembly.
6. See (60660) for sampling station.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
M. LIN
K. WHITESELL
B. ZOOK
Manager Water Conveyance 2
Transient hydraulic profile El. 4790.00
0'
TECH. APPR.
APPROVED
PEER REVIEWER -
TECH. APPR.
APPROVED
PEER REVIEWER -
Orpineda, Crystal M P.E.
Steen, Timothy M Supervisor Water Conveyance 2
APPROVED £AT£
WM
WM
WM
WM
GM
SS
GM
SS
161'
DH-22-113
DH-22-114
DH-22-115
DH-24-216
FO
A
Culvert, Protect in place
Culvert, Protect in place
Culvert, Protect in place
Start buried gas utility relocate 3002+05.87 N=1,577,940.58 E=3,356,473.37
Start buried telephone utility relocate 3005+17.46 N=1,577,905.01 E=3,356,783.00
End BR2 reach/ Start CR1 reach 3000+00.00 N=1,577,961.11 E=3,356,268.53
End buried gas utility relocate 3004+70.26 N=1,577,915.09 E=3,356,736.53
End buried telephone utility relocate 3007+07.44 N=1,577,887.97 E=3,356,972.22
Bend 3008+85.07 Δ=4°20'54" N=1,577,872.81 E=3,357,149.11
Bend 3007+92.31 Δ=2°37'13" N=1,577,885.34 E=3,357,057.20
Estimated excavation limits
Edge of road Cl. CR1
BR2 - By others
Edge of
ROW
Remove blind flange and connect to BR2.
See Notes 1 and 2.
Proposed fiber optic pull box
.8
.7
.2
S. First St.
R us se ll
A ve
S
C ol le ge
A ve
S
H
M
TC
H L
IN
E
1+
Flow
17.5'
3.4'
Colorado Canal
Bend 3000+50.00 Δ=0°32'22" N=1,577,955.71 E=3,356,318.23
Bend 3004+68.83 Δ=0°31'24" N=1,577,914.35 E=3,356,735.02 T21S
, R 61W
, S
EC
T21S , R
61W , S
EC
.0
A ir v al ve w ith m an ho le
S ee
N ot e an d
.8
B ur ie d ga s lin e
To p
.8
EL
EV
A
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STATION
2999+00 3000+00 3002+00 3004+00 3006+00 3008+00 3010+00 3011+00
S=-0.02164
S=0.00415
.2
B ur ie d fib er o pt ic To p
.0
.6
O H e le ct ri c lin e
H ei gh t=
.8
Te m p
.0
B ur ie d fib er o pt ic To p
.4
.5
B ur ie d ga s lin e
To p
.9
H G
L
2.
El. 4450.90
El. 4454.52
En d
B R
R ea ch
S ta rt C
R
R ea ch
.0
1°
'3 8"
-1 0°
'4
8" Ti e in to H
D D
H G
L
5.
Shored trench, see (60617) 36B325
HDD (see 60661)
H G
L
8.
36HDD375
El. 4427.67
Special encasement and fused joints required, see Specifications and (60662)
.5
B ur ie d
6" w at er li ne
To p
.4
.3
B ur ie d w at er li ne To p
.5
.5
Tr en ch p lu g
.5
Tr en ch p lu g
El. 4450.68
B lo w of f w ith m an ho le S ee
N ot e
.8
B ur ie d ga s lin e
To p
.5
.9
B ur ie d w at er li ne To p
.4
.5
B ur ie d te le ph on e To p
.1
.1
B ur ie d te le ph on e To p
.3
Cl. CR1
Original ground surface
Cl. BR2
OPEN-CUT ROAD CROSSINGS
Station
Surfacing Start End
3000+00 3009+35 Gravel
PROFILE
Note: Vertical scale exaggerated 5x for clarity
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
K. WHITESELL
K. KEARNS
B. ZOOK
SHEET
D
C
B
A
D
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B
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B U
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U O
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¦D_DT¦
¦STATUS¦
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PLAN AND PROFILE
3000+00 TO 3011+00
DENVER, CO
382-D-60619
PLAN
0 100'50'
1. If Boone reach 2 (BR2) is complete, remove blind flange and connect to BR2. If BR2 is not complete, install blind flange.
2. Prior to backfilling survey and submit coordinates of end of pipe.
3. See Note 14 on (60614) and Specifications for access requirements while trenching through private drives.
4. If the HDD installation is complete and a connection is not being made to the line piping, blind flange if buried and survey and submit coordinates at each end of the HDD pipe prior to backfilling.
5. Adjust location of air valve according to final position of HDD maintaining offset distance shown.
6. See (60663) and Specifications for details of the HDD.
7. See (60661) and Specifications for details of the special encasement.
8. Place two guard posts on traffic facing side of air vent pipe. Provide 2.0' minimum clearance from vent pipe.
Space guard posts 5.0' apart, guard posts shall be located 1.0' minimum from edge of road. Contractor to verify utility locations and avoid conflicts. See (40-D-60002) for guard posts details.
NOTES
TECH. APPR.
APPROVED
PEER REVIEWER -
TECH. APPR.
APPROVED
PEER REVIEWER -
Orpineda, Crystal M P.E.
Steen, Timothy M Supervisor Water Conveyance 2
APPROVED £AT£
GM
GM
GM
WM
WM
GM
GM
SS SS30
DH-24-201
FO
4460 4450
Cl. CR1
Edge of road
Edge of ROW
Proposed permanent easement
Proposed construction easement
Proposed fiber optic pull box
S
H ig hl an d A ve
S
B oo ne A ve
Colorado Canal
S. First St.
TC
H L
2+
TC
H L
Flow
EV
A
TI
O N
STATION
3011+00 3012+00 3014+00 3016+00 3018+00 3020+00 3022+00
.0
O H e le ct ri c lin e
H ei gh t=
4.
2' Te m p
.3
B ur ie d
Fi be r O pt ic
A ss um ed d ep th
.0
.0
O H e le ct ri c lin e
H ei gh t=
5.
1' Te m p
.0
C ol or ad o C an al cr os si ng
36HDD375
HDD, see (60661)
H G
L
5.
H G
L
9.
El. 4414.00
El. 4427.67
El. 4414.00
S=0.00000
.3
B ur ie d te le ph on e A ss um ed d ep th
.0
.9
H G
L
9.
.4
B ur ie d w at er li ne A ss um ed d ep th
.0
.0
B ur ie d te le ph on e A ss um ed d ep th
.0
.7
B ur ie d w at er li ne A ss um ed d ep th
.0
.8
B ur ie d w at er li ne A ss um ed d ep th
.0
Original ground surface
Cl. CR1
PLAN
0 100'50'
PROFILE
Note: Vertical Scale Exaggerated 5x For Clarity
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
K. WHITESELL
K. KEARNS
B. ZOOK
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
2- D
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
K W
H
IT
ES
EL
L
¦D_DT¦
¦STATUS¦
FR
YI
N G
PA
N
-A R K A N
S A S P
R O
JE
K A N
S A S V
A
LL
EY
C
O N
D U
IT
C R O
W
LE
Y R
EA
C H
PLAN AND PROFILE
3011+00 TO 3022+00
DENVER, CO
382-D-60620
TECH. APPR.
APPROVED
PEER REVIEWER -
TECH. APPR.
APPROVED
PEER REVIEWER -
Orpineda, Crystal M P.E.
Steen, Timothy M Supervisor Water Conveyance 2
APPROVED £AT£
FO
Bend 3039+63.27 Δ=11°15'00" N=1,577,862.05 E=3,360,215.18
Bend 3040+13.69 Δ=2°59'29" N=1,577,859.05 E=3,360,265.51
Cl. CR1 Reach
Estimated excavation limits
Edge of road
Estimated excavation
Cl. CR1
CDOT
ROW
Private Drive, see Note 1
SRA Area, see Specifications
Proposed permanent easement
Proposed construction easement
Proposed fiber optic pull box
.4
0'17
.3
95.5' 55'
S.H. 96
M A
TC
H
LIN
E 3033+
AT
C H
L
4+
Fence crossing, see Note 2
Estimated clearing and grubbing limits
22.8'
45.4'
EL
EV
A
TI
O N
STATION
3033+00 3034+00 3036+00 3038+00 3040+00 3042+00 3044+00
.0
-0 °1
6'
S=0.00590
Standard trench 36B350
H G
L
2.
H G
L
7.
El. 4440.98 El. 4446.00El. 4445.70
S=0.00590S=0.00590S=0.00590
S=0.00100
Ed ge o f ro ad
Ed ge o f ro ad
.4
B ur ie d te le ph on e To p
.7
Original ground surface
Cl. CR1
.9
Fe nc e cr os si ng
.0
Fe nc e cr os si ng
OPEN-CUT ROAD CROSSINGS
Station
Surfacing Start End
3037+92 3038+43 Gravel
PROFILE
Note: Vertical scale exaggerated 5x for clarity
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
K. WHITESELL
K. KEARNS
B. ZOOK
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
2- D
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
K W
H
IT
ES
EL
L
¦D_DT¦
¦STATUS¦
FR
YI
N G
PA
N
-A R K A N
S A S P
R O
JE
K A N
S A S V
A
LL
EY
C
O N
D U
IT
C R O
W
LE
Y R
EA
C H
PLAN AND PROFILE
3033+00 TO 3044+00
DENVER, CO
382-D-60622
PLAN
0 100'50'
1. See Note 14 on (60614) and Specifications for access requirements while trenching through private drives.
2. Remove and replace fence disturbed by construction activities in accordance with the Specifications.
NOTES TECH. APPR.
APPROVED
PEER REVIEWER -
TECH. APPR.
APPROVED
PEER REVIEWER -
Orpineda, Crystal M P.E.
Steen, Timothy M Supervisor Water Conveyance 2
APPROVED £AT£
FO
FO
3053+72.85 1°30'13"
N=1,577,707.36 E=3,361,616.18
Bend 3055+50.87 Δ=4°08'24" N=1,577,692.14 E=3,361,793.54
Bend 3057+54.01 Δ=4°52'15" N=1,577,660.20 E=3,361,994.16
Bend 3059+23.99 Δ=11°15'00" N=1,577,619.32 E=3,362,159.15
Bend 3061+28.51 Δ=5°00'00" N=1,577,532.36 E=3,362,344.26 Bend
3063+10.15 Δ=4°59'44" N=1,577,441.08 E=3,362,501.30
Bend 3065+09.37 Δ=4°42'16" N=1,577,326.36 E=3,362,664.17
Bend 3067+02.21 Δ=0°55'21" N=1,577,202.75 E=3,362,812.19
Estimated excavation limits
Cl. CR1
Edge of road
CDOT ROW
Proposed construction easement
Proposed fiber optic pull box
.8
0'
.3
6.
9'
S.H. 96
B oo ne d.
C H
L
5+
CH
L
Estimated clearing and grubbing limitT21S, R61W
, SEC 9
T21S, R61W
, SEC 8
T21S, R61W, SEC 5
T21S, R61W, SEC 8
T21S, R61W
, SEC 4
T21S, R61W
, SEC 5
T21S, R61W, SEC 4
T21S, R61W, SEC 9
EL
EV
A
TI
O N
STATION
3055+00 3056+00 3058+00 3060+00 3062+00 3064+00 3066+00
S=-0.02850
.0
-1 °3
4'
.0
1°
'1 4"
H G
L
7.
H G
L
4.
S=-0.00100
S=-0.00341
El. 4445.90
El. 4438.34
El. 4445.40
El. 4439.70
Standard Trench 36B350
Original ground surface
Cl. CR1
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
K. WHITESELL
K. KEARNS
B. ZOOK
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
2- D
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
K W
H
IT
ES
EL
L
¦D_DT¦
¦STATUS¦
FR
YI
N G
PA
N
-A R K A N
S A S P
R O
JE
C T
A R K A N
S A S V
A
LL
EY
C
O N
D U
IT
C R O
W
LE
Y R
EA
C H
PLAN AND PROFILE
3055+00 TO 3066+00
DENVER, CO
382-D-60624
PROFILE
Note: Vertical Scale Exaggerated 5x For Clarity
PLAN
0 100'50'
NOTES
1. Estimated clearing and grubbing limits are defined from edge of road to line shown.
TECH. APPR.
APPROVED
PEER REVIEWER -
TECH. APPR.
APPROVED
PEER REVIEWER -
Orpineda, Crystal M P.E.
Steen, Timothy M Supervisor Water Conveyance 2
APPROVED £AT£
A
TI
O N
STATION
3066+00 3068+00 3070+00 3072+00 3074+00 3076+00 3077+00
S=-0.00341
Standard Trench 36B350
H G
L
4.
H G
L
8.
El. 4438.34
El. 4434.59
Original ground surface
Cl. CR1
FO FO
Bend 3067+02.21 Δ=0°55'21" N=1,577,202.75 E=3,362,812.19
Bend 3074+36.35 Δ=1°41'00" N=1,576,723.17 E=3,363,368.02 Bend
3076+38.15 Δ=2°38'41" N=1,576,595.88 E=3,363,524.62
Cl. CR1
Edge of road
Estimated excavation limits
CDOT ROW
Proposed construction easement
Proposed fiber pull box
Proposed fiber optic pull box
0'17
.6
.2
S.H. 96
TC
H L
6+
TC
H L
7+ grubbing limit
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
K. WHITESELL
K. KEARNS
B. ZOOK
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
2- D
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
K W
H
IT
ES
EL
L
¦D_DT¦
¦STATUS¦
FR
YI
N G
PA
N
-A R K A N
S A S P
R O
JE
C T
A R K A N
S A S V
A
LL
EY
C
O N
D U
IT
C R O
W
LE
Y R
EA
C H
PLAN AND PROFILE
3066+00 TO 3077+00
DENVER, CO
382-D-60625
PROFILE
Note: Vertical Scale Exaggerated 5x For Clarity
PLAN
0 100'50'
NOTES
1. Estimated clearing and grubbing limits are defined from edge of road to line shown.
TECH. APPR.
APPROVED
PEER REVIEWER -
TECH. APPR.
APPROVED
PEER REVIEWER -
Orpineda, Crystal M P.E.
Steen, Timothy M Supervisor Water Conveyance 2
APPROVED £AT£
A
TI
O N
STATION
3077+00 3078+00 3080+00 3082+00 3084+00 3086+00 3088+00
.0
0°
'3 3"
Standard Trench
36B350
H G
L
8.
H G
L
0.
El. 4434.59
El. 4432.65
S=0.00112 B lo w of f w ith m an ho le
Ed ge o f ro ad
Ed ge o f ro ad
El. 4432.20
S=-0.00341
Original ground surface
Cl. CR1
OPEN-CUT ROAD CROSSINGS
Station
Surfacing Start End
3079+17 3079+33 Gravel
FO
44444446
Bend 3078+62.05 Δ=2°19'25" N=1,576,462.83 E=3,363,704.70
Estimated excavation limits
Cl. CR1
Edge of road
CDOT ROW
Private drive, See Note 1 Proposed construction easement
Proposed fiber optic pull box
0'
.7
.1
TC
H L
8+
TC
H L
7+ grubbing limit
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
K. WHITESELL
K. KEARNS
B. ZOOK
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
2- D
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 3-
LA
S T
S A V
ED
B Y
K W
H
IT
ES
EL
L
¦D_DT¦
¦STATUS¦
FR
YI
N G
PA
N
-A R K A N
S A S P
R O
JE
C T
A R K A N
S A S V
A
LL
EY
C
O N
D U
IT
C R O
W
LE
Y R
EA
C H
PLAN AND PROFILE
3077+00 TO 3088+00
DENVER, CO
382-D-60626
PROFILE
Note: Vertical Scale Exaggerated 5x For Clarity
PLAN
0 100'50'
1. See Note 14 on (60614) and Specifications for access requirements while trenching through private drives.
2. Estimated clearing and grubbing limits are defined from edge of road to line shown
NOTES
TECH. APPR.
APPROVED
PEER REVIEWER -
TECH. APPR.
APPROVED
PEER REVIEWER -
Orpineda, Crystal M P.E.
Steen, Timothy M Supervisor Water Conveyance 2
APPROVED £AT£
A
TI
O N
STATION
3088+00 3090+00 3092+00 3094+00 3096+00 3098+00 3099+00
S=0.00112 S=0.01397
H ea d
0.
El. 4433.40 El. 4436.80
.0
0°
'1 0"
.4
-0 °4
1'
Standard Trench 36B350
H G
L
5.
El. 4432.65
Fused joints required
H G
L
9.
Original ground surface
Cl. CR1
El. 4437.14
FO
Combined miter bend 3097+18.44 Δ=11°15'00" N=1,575,456.37 E=3,365,262.93
Bend 3090+07.46 Δ=0°59'19" N=1,575,820.06 E=3,364,652.76
Bend 3093+76.14 Δ=4°52'55" N=1,575,618.47 E=3,364,961.44
Cl. CR1
Estimated excavation limits
Edge of road
CDOT ROW
Proposed construction easement
Proposed fiber optic pull box
.2
.3
0'
.8
.7
TC
H L
8+
ATC
H
LIN
E 3099+
Fence disturbance, see Note 1
Estimated clearing and grubbing limit
T21S, R61W
, N.E. 1/4SEC 9
T21S, R61W , N.W
. 1/4SEC 9
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
K. WHITESELL
K. KEARNS
B. ZOOK
Orpineda, Crystal M
Steen, Timothy M
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
2- D
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 8-
LA
S T
S A V
ED
B Y
K K
EA
R N
S
¦D_DT¦
¦STATUS¦
FR
YI
N G
PA
N
-A R K A N
S A S P
R O
JE
C T
A R K A N
S A S V
A
LL
EY
C
O N
D U
IT
C R O
W
LE
Y R
EA
C H
PLAN AND PROFILE
3088+00 TO 3099+00
DENVER, CO
382-D-60627
2025-08-27
PROFILE
Note: Vertical Scale Exaggerated 5x For Clarity
PLAN
0 100'50'
1. Remove and replace fence disturbed by construction activities in accordance with the Specifications.
2. Estimated clearing and grubbing limits are defined by edge of road to line shown
NOTES tal M
R -R -R - Supervisor Water Conveyan
APPROVED £AT£
£RA£Z
oo k, B ri an
P P
.E
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
D. GESUNDHEIT
K. KEARNS
T. SHARP
NOTES
1. For air valve details, see (60647) - (60650).
2. For blowoff details, see (60652) and (60653).
AIR VALVE DATA TABLE CR1
Station Head (ft) Air Valve Size (in)
Air Valve Seat Rating
(psi)
PI Elevation (ft)
Ground Surface
Elevation (ft)
Access Mannhole
AWWA Class*
Miter (Yes/No)
Pressure Gage
(Yes/No)
Butterfly Valve AWWA
Class
3009+22.00*** 350 4 144 4,454.45 4,464.0 300 No Yes 250B 3031+00.00 375 4 150 4,439.84 4,450.0 300 No Yes 250B 3031+42.00 350 4 150 4,440.09 4,450.1 N/A No Yes 250B 3049+00.00 350 4 147 4,446.50 4,456.0 N/A No Yes 250B
3109+81.84*** 350 4 146 4,445.80 4,455.3 N/A Yes Yes 250B 3156+42.00*** 375 4 154 4,432.45 4,442.0 N/A No Yes 250B 3164+84.42*** 375 4 155 4,433.50 4,443.9 N/A No Yes 250B 3255+25.00*** 400 4 164 4,412.50 4,422.0 N/A No Yes 250B 3277+25.00*** 400 4 169 4,400.03 4,409.9 300 No Yes 250B
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
2- D
-6
-R
D -1
.D W
G
LA
S T
S A V
ED
D A
TE
-0 9-
LA
S T
S A V
ED
B Y
K K
EA
R N
S
¦D_DT¦
¦STATUS¦
FR
YI
N G
PA
N
-A R K A N
S A S P
R O
JE
C T
A R K A N
S A S V
A
LL
EY
C
O N
D U
IT
C R O
W
LE
Y R
EA
C H
TABLES
AIR VALVE AND
BLOWOFF DATA TABLES
DENVER, CO
382-D-60646
BLOWOFF DATA TABLE CR1
Station Head (ft) Line Pipe ID (in)
Blowoff Diameter (in)
Ball Valve Rating
Access Manhole
AWWA Class
Orifice Plate No. Holes**
Pipe Cl.
Elevation (ft)
Ground Surface
Elevation (ft)
Depth of Cover +/- (ft) Manhole?
3000+10.00*** 350 30 6 CLASS 250 250 N/A 4,450.68 4,460.4 8.4 Yes 3031+32.00 375 30 6 CLASS 250 250 N/A 4,440.03 4,450.0 8.7 Yes 3084+00.00 375 30 6 CLASS 250 250 N/A 4,432.20 4,441.8 8.3 Yes
3156+00.00*** 375 30 6 CLASS 250 250 N/A 4,432.40 4,442.0 8.3 Yes 3156+32.00*** 375 30 6 CLASS 250 250 N/A 4,432.44 4,442.0 8.2 Yes 3246+75.00*** 400 30 6 CLASS 250 250 31 4,406.20 4,416.0 8.5 Yes 3276+93.00*** 400 30 6 CLASS 250 250 31 4,400.05 4,409.9 8.5 Yes
* N/A No manhole *** Requires structural excavation
** N/A No orifice plate *** Requires structural excavation
APPROVED
PEER REVIEWER
£AT£
TYPICAL SECTION - BLOWOFF WITH MANHOLE ASSEMBLY
M NOT TO SCALE
8"
Ball valve, see Blowoff Table (60646) for size
Cl. 72" manhole
Original ground surface
Coarse aggregate
PI El.
see (60646)
Top of pipe embedment
3'-0" min.**
HDPE pipe Blowoff Valve Assembly
*L as required.
**Offset 3'-0" when located at bends. Offset on side of station and elevation with flatter slope.
***5'-0" min. for non-mitered bends. Extend/end at bend joint for miter bends.
5'-0"*** 5'-0"***
6"
1'-3"
9" m in
Cl. line Pipe
L*
1'-9"
See (60654) for slab dimensions
3.0' min.
12.0' min.
Slope for safety, typ.
1' -0 m in ty p
1.5' typ.
Manhole frame and cover not shown
Manhole rungs not shown, see (60654)
Compacted backfill
Restore surface to original ground conditions
Std. steel pipe size to match blowoff, see Detail 12
Insulation not shown
4" spray-on insulation, see Notes
Cl. 24" I.D. HDPE pipe access, Type B, see Notes for pressure class 6" typ.
12" traffic rated manhole frame and cover for fire hose connection, see Detail 15
Cl. Blowoff valve
Actuator, see Notes
Structural excavation, if required
ID
4" spray-on insulation, see Notes
Operator for ball valve shall extend out beyond insulation cover
Compacted backfill
Orifice Plate, see Detail 13
Cl. Manhole and valve
Top of pipe embedment
TYPICAL SECTION - BLOWOFF WITH MANHOLE ASSEMBLY
L NOT TO SCALE
Cl. 24" ID HDPE access pipe, Type B, see Notes for pressure class
Ball valve
Std. steel pipe size to match blowoff
Restore surface to original ground conditions
L*
Cover blowoff and manhole with insulation jacket
Insulation shall not inhibit movement or operation of valve
HDPE to steel flanged connection
3.0' min.
12.0' min.
Manhole frame and cover not shown
*L as required
Top of pipe embedment
Bedding and embedment
Operator for ball valve shall extend out beyond insulation cover
Structural excavation, if required
Cl. pipe
M
L
Spray-on insulation
72" Manhole vault, see (60654) for details
24" ID access to pipe
12" traffic rated manhole frame and cover
24" ID access to surface
Flow
6-inch Fire hose adaptor
42" Long, 6" Std. steel pipe with threaded end
Flanged connection
See Detail 12
90° Threaded iron elbow
Note: This is a separate attachment to replace blind flange when draining is required. Store with valve in vault/manhole.
Standard steel pipe size to match blowoff
Blind flange, size to match blowoff valve
See Detail 13 for Orifice Plate Detail
3/
4"
Stainless steel. Plate to mate with AWWA flange.
TYPICAL DETAIL - ORIFICE PLATES
13 NOT TO SCALE
Ø1/2", typ.
3/4", typ.
1/8"
N
Holes in an array of equilateral triangles with 3/4" legs, see Blowoff Data Table (60646) and Sectionalizing Valve Data Table (60657/60658) for number of holes
Exploded view Anchor barb
3"
18" min.
Carsonite utility marker with anchor barb, or equal
Utility line marker
Anchor barb
1.5"
1 "
Flow
TYPICAL SECTION - ORIFICE PLATE
N NOT TO SCALE
TYPICAL DETAIL - ORIFICE PLATE HOLES
14 NOT TO SCALE
The upstream holes to be rounded with R=1/4" fillets
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
D. GESUNDHEIT
K. KEARNS
T. SHARP
SHEET
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PLAN, SECTIONS,
AND DETAILS
BLOWOFF WITH
MANHOLE ASSEMBLY
(HDPE) AND UTILITY
DENVER, CO
382-D-60652
PLAN - BLOWOFF W/ PIPE ACCESS HDPE
NOT TO SCALE
FIRE HOSE CONNECTION DETAIL
11 NOT TO SCALE
DETAIL - SPOOL
12 NOT TO SCALE
GENERAL BLOWOFF NOTES
1. For Blowoff Data Table, see (60646).
2. For blowoff detail drawings, see (60652/60653).
3. For coating and lining requirements for Std. steel pipe and fittings, see Specifications.
4. See Blowoff Data Table (60646), for Ball Valve AWWA class designation.
5. All welds to be completed prior to lining application.
6. Extend spray-on insulation a minimum of 36" below finish grade.
Limit spray-on insulation near manhole rungs, see (60654).
Insulation shall not impede the use of the manhole rungs.
7. Place one utility marker stake for each bend, blowoff valve, air valve, and sectionalizing valve assembly, and two per road crossing installed 1.0' from ROW fence.
8. Water main utility marker stakes shall be blue, and 66" in length.
9. Orient actuator such that 24" minimum clearance is provided for operation of the hand wheel. Hand wheel not shown, see Specifications for information.
DETAIL - UTILITY MARKER STAKE
APPROVED
PEER REVIEWER
TYPICAL SECTION - BLOWOFF WITH MANHOLE ASSEMBLY
O NOT TO SCALE
8"
Insulation not shown
Ball valve, see Blowoff Table (60646) for size
Std. steel pipe size to match blowoff, see Detail 12 (60652)
Cl. 72" manhole
Original ground surface
4" spray-on insulation, see Notes
Coarse aggregate
PI Elev.
see (60646)
1.0' typ.
Top of pipe embedment
3'-0" Min.**
1' m in
Steel pipe blowoff valve assembly
*L as required.
**Offset 3'-0" when located at bends. Offset on side of station and elevation with flatter slope.
***5'-0" min. for non-mitered bends. Extend/end at bend joint for miter bends.
5'-0"*** 5'-0"***
Cl. 24" ID steel pipe access, Type B, see Notes for pressure class
6"
1'-3"
9" m in
Cl. line pipe
Restore surface to original ground conditions
L*
6" typ.
1'-9"
Joint to suit line pipe
See (60654) for slab dimensions
3.0' min.
12.0' min.
Joint to suit line pipe
Manhole frame and cover not shown
Manhole rungs not shown, see (60654)
Slope for safety, typ.
Compacted backfill
12" traffic rated manhole frame and cover for fire hose connection, see Detail 11 (60652)
Cl. Blowoff valve
Actuator, see Notes
Structural excavation, if required
Ball valve
ID
4" spray-on insulation, see Notes
Operator for ball valve shall extend out beyond insulation cover
Orifice Plate see Detail (60652)
Cl. Manhole and valve
TYPICAL SECTION - BLOWOFF WITH MANHOLE ASSEMBLY
P NOT TO SCALE
Cl. 24" pipe access, Type B, see 40-D-6137, see Notes for pressure class
Std. steel pipe size to match blowoff
Restore surface to original ground conditions
L*
Cover blowoff and manhole with insulation jacket
3.0' min.
12.0' min.
Top of pipe embedmentID dimension to the inside of the lining, see specifications.
Manhole frame and cover not shown
*L as required.
Insulation shall not inhibit movement or operation of valve
Compacted backfill
Structural excavation, if required
Cl. pipe
P
Spray-on insulation
72" manhole, see (60654) for details
O
24" ID access to pipe
12" traffic rated manhole frame and cover
24" ID access to surface
Flow
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
D. GESUNDHEIT
K. KEARNS
T. SHARP
SHEET
D
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PLAN, SECTIONS,
AND DETAILS
BLOWOFF WITH
MANHOLE ASSEMBLY
(PVC)
DENVER, CO
382-D-60653
PLAN - BLOWOFF W/ PIPE ACCESS PVC
NOT TO SCALE
NOTE
1. For general Blowoff With Manhole
Assembly Notes see (60652).
APPROVED
PEER REVIEWER
Cv
WW
D
Original ground surface
Miter bend
DETAIL - MITER RESTRAINED JOINT PIPE
16 NOT TO SCALE
All joints shall be restrained
Fitting No.2
Fitting No. 1
W2 x2
W1
W1 mod=W1 + x2
W2=W2
W 1&2
Calculating overlapping restraint lengths:
1. W1= Calculated restraint length for fitting No.1 (W value as shown in table).
2. W2= Calculated restraint length for fitting No.2 (W value as shown in table).
3. x2=Overlapping distance between fittings.
4. W1,W2= Length of pipe requiring restrained joints.
5. W1&2= Restrain all joints between fittings 1 and 2.
6. Fitting = Bend, Sectionalizing Valve, etc., requiring restraint length.
Fitting No.2
Fitting No. 1
W2
W1=W1 W1&2
W2=W2
Main Line Pipe
Main Line Pipe
DETAIL - ADJOINING FITTINGS RESTRAINT OVERLAP
19 NOT TO SCALE
DETAIL - RESTRAINT OVERLAP WITH ADJACENT FITTING
18 NOT TO SCALE
W1
W1 W1
D
Miter bend
DETAIL - MITER JOINT
17 NOT TO SCALE
R
W2
W1
Restrained joints per CR1 Bend Restrained Lengths Tables
CR1 BEND RESTRAINED LENGTHS
Station Head
(ft) Defection Angle Type of Bend Miter
(Yes/No) Line Pipe ID
(in) Cover (ft) W (ft) Centerline El. (ft)
Ground El. (ft)
3000+10.00 350 1°29'49'' Convex Down No 30 8.4 N/A 4,450.68 4,460.4 3000+50.00 350 0°32'22'' Horizontal No 30 8.2 N/A 4,450.85 4,460.4 3004+68.83 350 0°31'24'' Horizontal No 30 8.3 N/A 4,452.57 4,462.2 3007+92.31 350 2°37'13'' Horizontal No 30 7.0 N/A 4,453.91 4,462.2 3008+85.07 350 4°20'54'' Horizontal No 30 7.9 N/A 4,454.29 4,463.5 3030+81.80 375 11°15'00'' Horizontal Yes 30 8.9 5 4,439.74 4,450.0 3039+63.27 350 11°15'00'' Horizontal Yes 30 7.3 6 4,444.90 4,453.5 3040+13.69 350 2°59'29'' Horizontal No 30 7.1 N/A 4,445.19 4,453.6 3041+00.00 350 0°16'51'' Convex Up No 30 6.6 N/A 4,445.70 4,453.6 3049+00.00 350 0°06'53'' Convex Up No 30 8.2 N/A 4,446.50 4,456.0 3053+72.85 350 1°30'13'' Horizontal No 30 8.4 N/A 4,446.03 4,455.8 3055+50.86 350 4°08'24'' Horizontal No 30 8.7 N/A 4,445.85 4,455.9 3057+54.01 350 4°52'16'' Horizontal No 30 8.6 N/A 4,445.65 4,455.6 3059+23.99 350 11°15'00'' Horizontal Yes 30 7.0 6 4,445.48 4,453.8 3060+00.00 350 1°34'31'' Convex Up No 30 5.3 N/A 4,445.40 4,452.0 3061+28.51 350 5°00'00'' Horizontal No 30 6.8 N/A 4,441.74 4,449.9 3062+00.00 375 1°26'14'' Convex Down No 30 7.0 N/A 4,439.70 4,448.0 3063+10.15 375 4°59'44'' Horizontal No 30 7.3 N/A 4,439.32 4,448.0 3065+09.36 375 4°42'16'' Horizontal No 30 6.0 N/A 4,438.65 4,446.0 3067+02.21 375 0°55'21'' Horizontal No 30 6.6 N/A 4,437.99 4,445.9 3074+36.35 375 1°41'00'' Horizontal No 30 7.2 N/A 4,435.49 4,444.0 3076+38.15 375 2°38'42'' Horizontal No 30 7.9 N/A 4,434.80 4,444.0 3078+62.05 375 2°19'25'' Horizontal No 30 8.0 N/A 4,434.03 4,443.4 3084+00.00 375 0°15'33'' Convex Down No 30 8.3 N/A 4,432.20 4,441.8 3090+07.46 375 0°59'19'' Horizontal No 30 5.8 N/A 4,432.88 4,440.0 3093+76.14 375 4°52'55'' Horizontal No 30 5.6 N/A 4,433.29 4,440.2 3094+75.00 375 0°47'07'' Convex Down No 30 7.1 N/A 4,433.40 4,441.8 3097+18.44 375 11°16'15'' Combined Yes 30 6.5 7 4,436.80 4,444.6 3099+94.43 375 22°30'00'' Horizontal Yes 30 9.3 10 4,437.32 4,448.0 3106+64.42 375 90°00'00'' Horizontal Yes 30 8.8 51 4,438.60 4,448.7 3108+30.36 375 2°54'11'' Horizontal Yes 30 10.4 2 4,438.91 4,450.6 3108+76.50 375 45°06'33'' Combined Yes 30 11.1 17 4,439.00 4,451.4 3109+28.35 350 22°30'00'' Horizontal Yes 30 10.3 12 4,442.34 4,454.0 3109+81.84 350 4°47'28'' Combined Yes 30 8.2 4 4,445.80 4,455.3 3112+73.38 350 11°15'00'' Horizontal Yes 30 9.4 5 4,445.31 4,456.0 3113+39.55 350 11°15'00'' Horizontal Yes 30 8.1 5 4,445.20 4,454.6 3114+00.00 350 0°02'05'' Convex Up No 30 7.4 N/A 4,445.10 4,453.8 3114+39.55 350 4°06'05'' Horizontal No 30 7.4 N/A 4,445.01 4,453.7 3116+13.15 350 2°08'29'' Horizontal No 30 6.1 N/A 4,444.61 4,452.0 3117+31.06 350 45°00'00'' Horizontal Yes 30 6.3 32 4,444.35 4,452.0 3118+20.07 350 45°00'00'' Horizontal Yes 30 6.5 31 4,444.14 4,452.0 3120+07.13 350 1°30'00'' Horizontal No 30 6.9 N/A 4,443.72 4,452.0 3127+49.46 350 0°56'30'' Horizontal No 30 6.6 N/A 4,442.03 4,450.0 3132+00.00 350 0°36'51'' Convex Up No 30 6.0 N/A 4,441.00 4,448.3 3135+00.00 375 0°32'60'' Convex Down No 30 5.6 N/A 4,437.10 4,444.0 3145+00.00 375 0°07'38'' Convex Down No 30 6.6 N/A 4,433.70 4,441.6 3156+00.00 375 0°08'20'' Convex Down No 30 8.3 N/A 4,432.40 4,442.0 3164+84.42 375 3°46'08'' Combined No 30 9.1 N/A 4,433.50 4,443.9 3166+03.00 375 3°52'17'' Horizontal No 30 7.4 N/A 4,433.33 4,442.1 3180+00.00 375 0°01'19'' Convex Down No 30 6.9 N/A 4,431.30 4,439.5 3184+61.91 375 0°12'07'' Horizontal No 30 9.8 N/A 4,430.81 4,441.9 3195+00.00 375 0°01'44'' Convex Up No 30 7.0 N/A 4,429.70 4,438.0 3202+00.00 375 0°22'33'' Convex Up No 30 6.1 N/A 4,428.60 4,436.0 3206+07.55 375 4°27'42'' Horizontal No 30 7.4 N/A 4,425.29 4,434.0 3212+07.55 375 0°32'40'' Horizontal No 30 6.3 N/A 4,420.41 4,428.0 3225+00.00 400 0°21'04'' Convex Down No 30 6.8 N/A 4,409.90 4,418.0 3236+07.69 400 0°24'56'' Horizontal No 30 7.0 N/A 4,407.68 4,416.0 3239+50.00 400 0°03'05'' Convex Down No 30 5.7 N/A 4,407.00 4,414.0 3246+75.00 400 0°50'42'' Convex Down No 30 8.5 N/A 4,406.20 4,416.0
AL
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DETAILS
MITER BEND THRUST
RESTRAINT TABLE
DENVER, CO
382-D-60655
2025-08-27
NOTES
1. All miter bends shall have restrained joint connections.
2. See Specifications for limitations concerning "W" length and the different pipe material type options.
3. All joints within calculated restrained length "W" must be restrained. If the distance between fittings is less than or equal to the calculated restrained length, see Details 18 and 19.
4. All joints are to be restrained under wash crossings and in casings.
5. Joints shall be restrained when on slopes greater than 20%.
6. A fused HDPE joint or connection meets the intent of the restrained joints listed above.
7. Bends between Stations 3009+35.00 and 3029+80.00 are part of the
HDD and are not included in CR1 Restrained Bend Tables.
8. A mitered bend includes 2 miters or more.
9. Radius of bend must be a minimum of 2D.
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
D. GESUNDHEIT
D. GESUNDHEIT
K. KEARNS
Orpineda, Crystal M P.E.
Steen, Timothy M
CR1 BEND RESTRAINED LENGTHS (CONTINUED)
Station Head
(ft) Defection Angle Type of Bend
Miter (Yes/No)
Line Pipe ID
(in) Cover (ft) W (ft)
Centerline El. (ft)
Ground El. (ft)
3251+00.00 400 0°42'52'' Convex Up No 30 6.7 N/A 4,412.00 4,420.0
3254+86.24 400 2°58'26'' Horizontal No 30 8.2 N/A 4,412.45 4,422.0
3255+25.00 400 0°07'41'' Convex Up No 30 8.2 N/A 4,412.50 4,422.0
3256+06.58 400 2°05'03'' Horizontal No 30 8.3 N/A 4,412.41 4,422.0
3258+78.47 400 0°45'38'' Horizontal No 30 8.5 N/A 4,412.13 4,422.0
3260+35.11 400 11°15'00'' Horizontal Yes 30 8.7 7 4,411.96 4,422.0
3261+20.11 400 11°15'00'' Horizontal Yes 30 8.7 7 4,411.87 4,421.9
3263+75.00 400 0°21'43'' Convex Up No 30 7.1 N/A 4,411.60 4,420.0
3267+20.16 400 0°35'57'' Horizontal No 30 5.6 N/A 4,409.05 4,416.0
3271+75.00 400 0°22'19'' Convex Up No 30 6.1 N/A 4,405.70 4,413.1
3275+50.00 400 0°38'22'' Convex Down No 30 8.2 N/A 4,400.50 4,410.0
APPROVED
PEER REVIEWER
Air Valve or Blowoff Valve Assembly, see Notes
S S
T
T
U
U
Cl. pipe
Compacted backfill, see (60654) for extents
Line pipe
Line pipe
Original ground surface
Sectionalizing valve Station
4" valve box and sleeve
Butterfly valve, see Sectionalizing Valve Data Table for size.
6" butterfly valve with 4" valve box and sleeve
72" Diameter precast concrete manhole
Air Valve or Blowoff Valve Assembly, see Notes
Sectionalizing valve station
Steel pipe
10'-0"
Valve box and sleeve
CLSM
10'-0"
P.I.
P.I.
P.I.P.I.
See Detail 19
Structural excavation, see Sectionalizing Valve Data Table for depth of over excavation required.
4.0'
HDPE to steel flanged joint, typ.
Steel to HDPE flanged joint, typ.
Cl. 72" Diameter precast concrete manhole, see (60654)
Sampling Tap connection as indicated on the Plan and Profiles, see Note 3. See (60660) for station locations. 22'-0" 10'-0"
Sleeve type coupling, flexible type, with AWWA M11 harness, typ.
Sleeve type coupling, flexible type with AWWA M11 harness, typ.
Slope for safety, typ.
Compacted backfill, see Specifications
HDPE to steel flanged joint, typ.
Compacted backfill, see (60654) for extents
Compacted backfill, see Specifications
Steel pipe
Sampling Tap connection as indicated on the Plan and Profiles, see Note 3.
See (60660) for station locations.
Butterfly valve
HDPE to steel flanged joint, typ.
Manhole, see (60654)
Flow
Flow
1'-1" 1'-0"
TYPICAL SECTION - BYPASS LINE FROM PIPE
T NOT TO SCALE
5"
Cl. steel pipe
Steel collar per
AWWA M-11
Cl. Grooved-end type coupling
Orifice plate, see (60652)
PI 6", 90° Std.
steel welding elbow
Cl. filling line
6" Std. steel pipe
Flanges
1'-6"
7"
TYPICAL SECTION - BYPASS LINE INTO PIPE
U NOT TO SCALE
Cl. steel pipe
Steel collar per AWWA M-11
Cl. Grooved-end type coupling
PI 6", 90° Std.
steel welding elbow
Cl. filling line
6" Std. steel pipe
DETAIL - VALVE BOX AND SLEEVE
19 NOT TO SCALE
V
1' -0
Original ground surface
Lockable lid, see Specifications
Extend rod to surface
Furnish and install square stem extension
Notch pipe as required to obtain snug and overlapping fit
Square nut operator
Furnish and install square stem extension pin/lock to valve nut
Standard pipe valve box
4- #4 bars, e.w., e.f.
Valve#_
8" Min.
6" m in
Flow Direction 4" BFV Fill Line
DETAIL - NAME PLATE
20 NOT TO SCALE
2" text
Exterior aluminum sign (name plate)
See Note 2
4-1/4" dia. x 1-1/4" zinc plated hammer drive anchors. Install per manufacturer's recommendations.
TYPICAL SECTION - VALVE BOX
V NOT TO SCALE
1'-0" 1'-0"
1' -0
1'
-0
2"
2"
4- #4 e.f.
See Detail 20
4- #4 e.f.
See Note 5
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
D. GESUNDHEIT
K. KEARNS
T. SHARP
GENERAL SECTIONALIZING VALVE NOTES
1. For sectionalizing valve details drawings, see (60657/60658).
2. All sectionalizing valves will require a bypass.
3. See Plan and Profile (60619) - (60645) for valve type assembly.
4. See (60647/60648) for air valve details and (60652/60653) for blowoff details.
5. See (40-D-60003 & 40-D-60004) for clear spacing and cover.
TYPICAL SECTION - HDPE SECTIONALIZING VALVE ASSEMBLY
S
NOT TO SCALE
AL
W
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S
TH
IN
K
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FE
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SHEET
D
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B
A
D
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FR
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S A S V
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DETAILS
TYPICAL
SECTIONALIZING VALVE
ASSEMBLY - HDPE
DENVER, CO
382-D-60657
PLAN - HDPE SECTIONALIZING VALVE ASSEMBLY
NOT TO SCALE
SECTIONALIZING VALVE DATA TABLE CR1
Sectionalizing Valve Station
Valve Size (in)
Valve Head Class (ft)
Orifice Design
Head (ft)
Number Of Orifice Holes For
Bypass Pipe
Depth of Structural Excavation
Required (ft)
3031+22.00 30 325 319.12 14 2
3156+22.00 30 350 326.66 13 3
3277+15.00 30 375 358.97 13 3
Air Valve or Blowoff Valve Assembly, see Notes
Sectionalizing valve concrete collar, see (60659)
W W
1'-8"
T
T
U
U
Cl. pipe
5'-0"
Sectionalizing valve Station
4" valve box and sleeve
Butterfly valve, see Sectionalizing Valve Data Table for size
6" butterfly valve with 4" valve box and sleeve
Air Valve or Blowoff Valve Assembly, see Notes
10'-0"
Sectionalizing valve concrete collar
10'-0"
P.I.
P.I.
Reinforcement not shown, see (60659)
Thrust ring see (60659)
4'-0"
Sampling Tap connection as indicated on the Plan and Profiles, see Note 3. See (60660) for station locations.
15'-0" 10'-0"
Thrust ring
Manhole, see (60654)
5'-0"5'-0"
2'-0"
Flow
Flow
Compacted backfill, see (60654) for extents
Line pipe
Original ground surface
72" Diameter precast concrete manhole
Sectionalizing valve station
Steel pipe
Valve box and sleeve
CLSM
P.I.P.I.
See Detail 19, (60657)
Structural excavation, see Sectionalizing Valve Data Table (60657) for depth of over excavation required.
Cl. 72" Diameter precast concrete manhole, see (60654)
Sleeve type coupling, flexible type, with AWWA M11 harness, typ.
Sleeve type coupling, flexible type with AWWA M11 harness, typ.
Compacted backfill, see (60654) for extents
Compacted backfill, see Specifications
Steel pipe
Sampling Tap connection as indicated on the Plan and Profiles, see Note 3.
See (60660) for station locations.
Butterfly valve
Joint to suit line pipe furnished
Slope for safety, typ.
Joint to suit line pipe furnished
Compacted backfill, see Specifications
Joint to suit line pipe furnished
Joint to suit line pipe furnished
Sleeve type coupling, flexible type with AWWA M11 harness, typ.
Sleeve type coupling, flexible type, with
AWWA M11
harness, typ.
Line pipe
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER
£TT£
£AT£
£AA£
£TA£
D. GESUNDHEIT
K. KEARNS
T. SHARP
NOTES
1. See (60657) for General Sectionalizing Valve Notes.
2. See (60652) for General Blow Off Valve Notes.
TYPICAL SECTION - PVC SECTIONALIZING VALVE ASSEMBLY
W
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AL
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DETAILS
TYPICAL
SECTIONALIZING VALVE
ASSEMBLY - PVC
DENVER, CO
382-D-60658
PLAN - PVC SECTIONALIZING VALVE ASSEMBLY
NOT TO SCALE
V er tic al d im en si on t op V er tic al d im en si on b ot to m
2 Horizontal length 1
2 Horizontal length
D ep th o f bl oc k
Horizontal reinforcement and spacing e.f.
Vertical reinforcement and spacing e.f.
2.0' typ.
Compacted backfill, see Specifications
For Type 2 and 3 materials structural excavation as shown, For Type 1 materials excavate as required for placement directly against in-situ materials.
Original ground surface
X
T
T/2
See Detail 22
Vertical reinforcement and spacing, see CR1 Sectionalizing Valve Collar Table
Select backfill compacted per Specifications
3" clr. typ.
3" c lr ty p.
3" clr., typ.
3" c lr ty p.
#5@1'-0" Tie Bar, typ.
Structural excavation, see Sectionalizing Valve Data Table Crowley Reach 1, see (60658)
#5 Hoop e.f.
Slope for safety, typ.
Structural backfill, see
Specifications
#5@1'-0" Tie bar, typ.
2-#5 hoops
Vertical reinforcement and spacing, see CR1 Sectionalizing Valve Collar Table
Wrapper plate extents
#5@1'-0" Tie bar, typ.
#5@1'-0" Tie bar, typ.Earthwork not shown, see (60658)
DETAIL - THRUST RING (PER AWWA M11)
22 NOT TO SCALE
4"
10" min. 10" min.
3 4"
T/2T/2
3/4" steel wrapper plate
Concrete collar, reinforcement not shown, see Detail
T
1/ 4"
8"x4" Anchor ring
1/ 4"
1/ 4"
1/ 4"
AL
W
AY
S
TH
IN
K
SA
FE
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SHEET
D
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DETAILS
TYPICAL CONCRETE
THRUST COLLAR PLAN
AND SECTION
DENVER, CO
382-D-60659
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL
£TT£
£AT£
£AA£
£TA£
D. GESUNDHEIT
D. GESUNDHEIT
K. KEARNS
NOTES
1. For general concrete outline notes and for minimum requirements for detailing reinforcement, see 40-D-60003 and 40-D-60004.
2. For coating and lining options, see Specifications.
OPERATING CRITERIA
1. Excavation around blocking shall not occur when the pipe is under any pressure.
SECTION - THRUST COLLAR REINFORCEMENT
X NOT TO SCALE
DETAIL - THRUST COLLAR REINFORCEMENT
21 NOT TO SCALE
CR1 SECTIONALIZING VALVE THRUST COLLAR TABLE
Sectionalizing Valve Station Head (ft) Line Pipe
ID (in) Horizontal length
Vertical dimension top
Vertical dimension bottom T Depth of block (ft) Vertical
Reinforcement Horizontal
Reinforcement
3031+22.00 375 30 12'-0'' 5'-11'' 4'-1'' 1'-6'' 4.1 #5@6'' #5@6'' 3156+22.00 375 30 15'-0'' 6'-8'' 4'-4'' 2'-0'' 2.9 #5@6'' #5@6'' 3277+15.00 400 30 16'-0'' 5'-11'' 4'-1'' 2'-0'' 3.9 #5@6'' #5@6''
APPROVED
PEER REVIEWER
7"
2'-0"
2' -6
3' -6
6"
9" 2'-0" 6"
3"
6" 6"
3"
9" 9"
3" 6"
6" 6"
7"
9" 9"
Varies
1'-0"
Sampling station assembly, similar to Kupferle #66 Bollard
Sampling valve
Drainage valve
7" Bollard enclosure, see Specifications
1/4"…
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