DRAFT_Drawings-B_AVC-CrowleyReach1_1.pdf

PDF 33 MB Posted Nov 13, 2025

Attached to: AVC Crowley Reach 1 Sources Sought Notice Federal contract opportunity
Solicitation number: 140R6026R0001
Issued by: Department of the Interior Bureau of Reclamation

About this file

Written by GovTribe AI · Nov 13, 2025

The document is a draft engineering drawing for the Arkansas Valley Conduit (AVC) Crowley Reach 1 project, created by the Bureau of Reclamation. The drawing provides a location map and technical specifications for a pipeline infrastructure project, with details including pipe classifications, geographic coordinates, and project site context across multiple Colorado counties such as Boone, Pueblo, Fowler, Manzanola, and Crowley.

The technical drawing includes specific pipe designation details, noting a sample pipe classification of 36B250, which indicates a 36-inch nominal HDPE pipe diameter with a specific soil cover range. The project's start point is precisely located at coordinates N = 1577961.11 and E = 3356268.53, and the drawing is part of a larger infrastructure project associated with the Fryingpan-Arkansas Project. The document was created using AutoCAD 25.0, with the CAD filename 382-D-60614-RD-1.DWG, and was last saved on 2025-09-17 by a user with the identifier BZOOK.

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DRAFT_Specifications-B_AVC-CrowleyReach1_20251105_1.pdf	PDF	Nov 13, 2025
DRAFT_Geology-Drawings-B_AVC-CrowleyReach1_1.pdf	PDF	Nov 13, 2025
AVC_Crowley_Reach_1_-_Sources_Sought_1.docx	DOCX document	Nov 13, 2025

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S ta te H ig hw ay

Colorado Canal

Boo ne

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

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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

DRAFT

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

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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

(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£

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

K. WHITESELL

K. KEARNS

B. ZOOK

1. This is a standard drawing, therefore some symbols may appear but are not used on the project.

2. See Specifications for utility owner contact information.

Cl. line pipe

Air valve

Blowoff

Manhole

Manhole with air valve

Manhole with blowoff

Sectionalizing valve

Pressure reducing valve

Check valve

SYMBOLS

LPG

SAS

County road

State road

U.S. highway

Interstate highway

Unpaved road

Paved road

Railroad

Trail

ROADS

Pipe line

OH power line with poles

OH telephone

Buried gas pipe line

Buried sewer line

Buried water line

Buried electric

Buried fiber optic line

Buried telephone

Buried liquid propane line

Buried septic and sewer line

Buried storm drain line

Sewer drain

Power pole

Telephone junction box

Fiber optic pull box

Fiber optic splice vault

UTILITIES

Construction easement

Permanent easement

Clearing and grubbing limits

Estimated excavation limits

SRA area

County boundary line

ROW

Federal boundary

Reservation boundary

Bench mark

U.S. land survey corner found in field (describe)

Triangulation station

Calculated survey corner (used with coord system only)

BOUNDARIES, MARKS, AND

MONUMENTS

Geologic unit contact

Geologic unit approx contact

Geologic unit queried where inferred

Test pit

Drill hole

Native material

Rock

GEOLOGY

Chain link fence

Barbwire fence

Barbwire and chain link fence

FENCES

B.M.

Canal

Stream

Dike

Drain

WATER COURSES

M Max. Maximum Mid. Middle Min. Minimum

N N North

O OD Outside diameter OH Overhead

P PC Point of curvature Pe Passive earth pressure PI Point of intersection PRV Pressure reducing valve Psi Pounds per square inch PVC Polyvinyl chloride (plastic) PVI Point of vertical intersection

Q Q Rate of flow

R R Curve radius Rd. Road ROW Right of way RR Railroad

S S Slope; South SCADA Supervisory control and data acquisition SCH Schedule S.H. State highway SRA Special regulatory adherence Sta. Station Std. Standard Swept curve Length of vertical curve

T Temp. Temperature TOC Top of concrete Typ. Typical

U UNK. Unknown

V VB Vacuum breaker; valve box; vinyl base

W W West

(60XXX) Referenced project drawing number

ABBREVIATIONS

A ACI American Concrete Institute ANSI American National Standards Institute ASCE American Society of Civil Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials Ave. Avenue AWG American wire gauge AWS American Welding Society AWWA American Water Works Association

B Be Allowable earth bearing pressure BR2 Boone reach 2 BVCE Beginning vertical curve elevation BVCS Beginning vertical curve station

C CDOT Colorado Department of Transportation Cl. Centerline CLSM Controlled low strength material CMP Corrugated metal pipe COR Contracting officer's representative CR1 Crowley reach 1 CR2 Crowley reach 2 Cv Cover over pipe

D DB Decibel Dbl. Double Dia. Diameter Dim. Dimension

E E East Ec Weight of earth cover El. Elevation EVCE Ending vertical curve elevation EVCS Ending vertical curve station

F FL Flowline f'c Compressive strength of concrete fy Yield strength for reinforcement

H HDD Horizontal directional drilling HDPE High density polyethylene HGL Hydraulic grade line HL Hectoliter

I ID Inside diameter

T H

S A

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SYMBOLS AND

ABBREVIATIONS

DENVER, CO

382-D-60616

NOTES

Compacted Backfill Backfill Concrete Asphalt concrete pavement

Aggregate base course

Subgrade preparation

Coarse aggregate CLSM Stainless steel

Plastic Insulation Insulation jacket Cement mortar

HATCHES

Steel

Clay SRA area

LEGEND

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

Restricted size backfill, see Specifications

Maximum height between benches varies as required for safety

TYPICAL SECTION - CLSM TRENCHA

Not to scale

0' m in

7.5' min.

CLSM or undisturbed earth

Compacted backfill in CDOT ROW, see Specifications

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

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.

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

Shored trench option

Standard trench, slope as required for safety

W1 B W2

H1:1

Compacted embedment 0.70D

Pi pe

C ov er Compacted backfill in CDOT ROW, see Specifications

Fiber optic conduit, see Specifications for structure locations

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.

T H

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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

See Note 1.

Not to scale

Geotextile

O N

STATION

3000+00 3050+00 3100+00 3150+00 3200+00 3250+00 3278+77

B lo w of f w ith m an ho le

S ec tio n va lv e

A ir v al ve

A ir V al ve w ith m an ho le

S am pl in g S ta tio n

A ir v al ve

A ir V al ve w ith m an ho le

A ir v al ve

PROFILE

Cl. CR1

Original ground surface

1,500' 3,000'

Note: Vertical scale exaggerated 20x for clarity

SHEET

B U

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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

TECH. APPR.

APPROVED

PEER REVIEWER -

TECH. APPR.

APPROVED

PEER REVIEWER -

Orpineda, Crystal M P.E.

Steen, Timothy M Supervisor Water Conveyance 2

APPROVED £AT£

161'

DH-22-113

DH-22-114

DH-22-115

DH-24-216

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

S. First St.

R us se ll

A ve

C ol le ge

A ve

H L

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

T21S , R

61W , S

A ir v al ve w ith m an ho le

S ee

N ot e an d

B ur ie d ga s lin e

To p

O N

STATION

2999+00 3000+00 3002+00 3004+00 3006+00 3008+00 3010+00 3011+00

S=-0.02164

S=0.00415

B ur ie d fib er o pt ic To p

O H e le ct ri c lin e

H ei gh t=

Te m p

B ur ie d fib er o pt ic To p

B ur ie d ga s lin e

To p

H G

El. 4450.90

El. 4454.52

En d

B R

R ea ch

S ta rt C

R ea ch

1°

'3 8"

-1 0°

8" Ti e in to H

D D

H G

Shored trench, see (60617) 36B325

HDD (see 60661)

H G

36HDD375

El. 4427.67

Special encasement and fused joints required, see Specifications and (60662)

B ur ie d

6" w at er li ne

To p

B ur ie d w at er li ne To p

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

B ur ie d ga s lin e

To p

B ur ie d w at er li ne To p

B ur ie d te le ph on e To p

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

B U

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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£

SS SS30

DH-24-201

4460 4450

Cl. CR1

Edge of road

Edge of ROW

Proposed permanent easement

Proposed construction easement

Proposed fiber optic pull box

H ig hl an d A ve

B oo ne A ve

Colorado Canal

S. First St.

H L

Flow

O N

STATION

3011+00 3012+00 3014+00 3016+00 3018+00 3020+00 3022+00

O H e le ct ri c lin e

H ei gh t=

2' Te m p

B ur ie d

Fi be r O pt ic

A ss um ed d ep th

O H e le ct ri c lin e

H ei gh t=

1' Te m p

C ol or ad o C an al cr os si ng

36HDD375

HDD, see (60661)

H G

El. 4414.00

El. 4427.67

El. 4414.00

S=0.00000

B ur ie d te le ph on e A ss um ed d ep th

H G

B ur ie d w at er li ne A ss um ed d ep th

B ur ie d te le ph on e A ss um ed d ep th

B ur ie d w at er li ne A ss um ed d ep th

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

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

K A N

S A S V

O N

D U

C R O

Y R

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£

DH-22-117

DH-24-217

Bend 3030+81.80 Δ=11°15'00" N=1,577,741.91 E=3,359,341.94

Cl. CR1

Estimated excavation limits

CDOT

ROW

Proposed permanent easement

Proposed construction easement

Proposed fiber optic splice vault

S.H. 96

Colorado Canal

Colorado Canal w astew ay

H L

LIN

E 3033+

Estimated clearing and grubbing limits

Flow

O N

STATION

3022+00 3024+00 3026+00 3028+00 3030+00 3032+00 3033+00

C l.

C ol or ad o C an al w as te w ay

B lo w of f w ith m an ho le

A ir v al ve w ith m an ho le

S ec tio na liz in g va lv e

H G

El. 4439.09

-8 °0

Ti e in to H

D D

Standard trench

36HDD375 36B350

HDD, see (60661)

H G

El. 4440.98

A ir /V ac uu m v al ve

El. 4414.00

S=0.00590

S=0.00000

El. 4414.00

H G

Original ground surface

Cl. CR1

PROFILE

Note: Vertical scale exaggerated 5x for clarity SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

B Z O

O K

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3022+00 TO 3033+00

DENVER, CO

382-D-60621

1. If the HDD installation is complete and a connection is not being made to the open trench piping, blind flange if buried and survey and submit coordinates at each end of pipe prior to backfilling.

NOTES

PLAN

0 100'50'

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

K. WHITESELL

K. KEARNS

C. ORPINEDA

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

0'17

95.5' 55'

S.H. 96

M A

LIN

E 3033+

C H

Fence crossing, see Note 2

Estimated clearing and grubbing limits

22.8'

45.4'

O N

STATION

3033+00 3034+00 3036+00 3038+00 3040+00 3042+00 3044+00

-0 °1

S=0.00590

Standard trench 36B350

H G

El. 4440.98 El. 4446.00El. 4445.70

S=0.00590S=0.00590S=0.00590

S=0.00100

Ed ge o f ro ad

B ur ie d te le ph on e To p

Original ground surface

Cl. CR1

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

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

K A N

S A S V

O N

D U

C R O

Y R

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£

Culvert, cut and repair

Bend 3053+72.85 Δ=1°30'13" N=1,577,707.36 E=3,361,616.18

Edge of road

Cl. CR1

Estimated excavation limits

Private drive See Note 1

Proposed construction easement

Proposed permanent easement

Proposed fiber optic pull box

0' S.H. 96

H L

Estimated clearing and grubbing limit SRA Area, see

Specifications

SRA Area, see Specifications

DH-22-118

CDOT ROW

A ir /V ac uu m v al ve

O N

STATION

3044+00 3046+00 3048+00 3050+00 3052+00 3054+00 3055+00

S=0.00100 S=-0.00100

Ed ge o f ro ad

O H e le ct ri c lin e

H ei gh t=

5' Te m p

El. 4446.50

-0 °0

Standard Trench

H G

El. 4446.00 El. 4445.90

C ul ve rt

N K

In ve rt E l.=

36B350

Original ground surface

Cl. CR1

Ed ge o f ro ad

OPEN-CUT ROAD CROSSINGS

Station

Surfacing Start End

3044+77 3047+97 Gravel 3047+97 3048+21 Concrete*

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

K. WHITESELL

K. KEARNS

B. ZOOK

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3044+00 TO 3055+00

DENVER, CO

382-D-60623

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.

3. For concrete joints in open-cut road crossing, see 40-D-5247.

NOTES

* See Note 3

TECH. APPR.

APPROVED

PEER REVIEWER -

TECH. APPR.

APPROVED

PEER REVIEWER -

TECH. APPR.

APPROVED

PEER REVIEWER -

Orpineda, Crystal M P.E.

Steen, Timothy M Supervisor Water Conveyance 2

APPROVED £AT£

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

S.H. 96

B oo ne d.

C H

L 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

O N

STATION

3055+00 3056+00 3058+00 3060+00 3062+00 3064+00 3066+00

S=-0.02850

-1 °3

1°

'1 4"

H G

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

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

C T

A R K A N

S A S V

O N

D U

C R O

Y R

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£

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

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

S.H. 96

H L

7+ grubbing limit

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

K. WHITESELL

K. KEARNS

B. ZOOK

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

C T

A R K A N

S A S V

O N

D U

C R O

Y R

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£

O N

STATION

3077+00 3078+00 3080+00 3082+00 3084+00 3086+00 3088+00

0°

'3 3"

Standard Trench

36B350

H G

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

El. 4432.20

S=-0.00341

Original ground surface

Cl. CR1

OPEN-CUT ROAD CROSSINGS

Station

Surfacing Start End

3079+17 3079+33 Gravel

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

H L

H L grubbing limit

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

K. WHITESELL

K. KEARNS

B. ZOOK

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

C T

A R K A N

S A S V

O N

D U

C R O

Y R

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£

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

El. 4433.40 El. 4436.80

0°

'1 0"

-0 °4

Standard Trench 36B350

H G

El. 4432.65

Fused joints required

H G

Original ground surface

Cl. CR1

El. 4437.14

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

H L

ATC

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

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 8-

S T

S A V

B Y

K K

R N

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

C T

A R K A N

S A S V

O N

D U

C R O

Y R

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£

ir /V ac uu m v al ve

O N

STATION

3099+00 3100+00 3102+00 3104+00 3106+00 3108+00 3110+00

Auger Bore (see railroad crossing package) Shored TrenchStandard Trench

36C35036B350

H G

H ea d

H G

El. 4437.14 El. 4445.77

S=-0.00167

S=0.06455

S=0.00190 El. 4445.80

El. 4439.00

-3 °4

3°

'0 5"

S ta rt c as in g pi pe

U P ra ilr oa d cr os si ng

Ed ge o f ro ad

O H e le ct ri c lin e

H ei gh t=

Te m p

B ur ie d te le ph on e To p

R ai lr oa d C ro ss in g

B ur ie d

Fi be r O pt ic

To p

En d ca si ng p ip e/

U P ra ilr oa d cr os si ng

Ed ge o f R R R

O W

Ed ge o f R R R

O W

El. 4438.90 El. 4438.64

Fused joints required

Original ground surface

Cl. CR1 Casing pipe, see Note 2

Fe nc e cr os si ng

S ta rt O pt io n A

DH-22-120DH-22-119

DH-22-121

44524446 44444442

Bend 3108+30.36 Δ=2°54'11" N=1,575,077.31 E=3,366,149.29

Combined miter bend 3108+76.50 Δ=45°00'00" N=1,575,111.37 E=3,366,180.41

Bend 3109+28.35 Δ=22°30'00" N=1,575,113.71 E=3,366,232.21

Bend 3099+94.43 Δ=22°30'00" N=1,575,375.61 E=3,365,526.84

Edge of road

Estimated excavation limits

Cl. CR1

Estimated excavation limits

Private drive, See Note 3

CDOT ROW

See Union Pacific railroad crossing package

Privatedrive, SeeNote 2

Proposed permanent easement

Proposed fiber optic splice vault

Proposed fiber optic pull box

0'16

S.H. 96

Garcia Rd

Union Pacific Railroad

H L

See BNSF ROWcrossing package

Combined miter bend 3109+81.84 Δ=3°11'57" N=1,575,095.48 E=3,366,282.50

Fence crossing, see Note 4

Union Pacific Railroad ROW

Estimated clearing and grubbing limit

End base contract Start Option A 3106+45.00 N=1,574,961.66 E=3,366,028.72

H L

Bend 3106+64.42 Δ=90°00'00" N=1,574,949.30 E=3,366,043.71

Proposed fiber optic pull box, see Note 7

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

K. WHITESELL

K. KEARNS

B. ZOOK

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 9-

S T

S A V

B Y

B Z O

O K

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

C T

A R K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3099+00 TO 3110+00

DENVER, CO

382-D-60628

1. Prior to backfilling survey and submit coordinates of end of pipe.

2. Steel Casing - see Specifications

3. See Note 14 on (60614) and Specifications for access requirements while trenching through private drives.

4. Remove and replace fence disturbed by construction activities in accordance with the Specifications.

5. Steel Pipe required for Union Pacific railroad crossing, see Specifications and railroad crossing packages.

6. Estimated clearing and grubbing limits are defined by CDOT ROW and lines as shown.

7. If Option A is not executed, install blind flanges, carsonite marker posts, and fiber optic pull boxes at start and stop points of Option A in accordance with the Specifications.

NOTES

PROFILE

Note: Vertical Scale Exaggerated 5x For Clarity

PLAN

0 100'50'

O N

STATION

3110+00 3112+00 3114+00 3116+00 3118+00 3120+00 3121+00

H G

El. 4445.77

H G

Ed ge o f ro ad

El. 4445.10

-0 °0

Shored Trench 36B35036C350

El. 4443.51

En d ca si ng p ip e

S ta rt c as in g pi pe

En d ca si ng p ip e

El. 4444.29

Fused joints required

El. 4444.17El. 4445.34

Ed ge o f

R R R

O W

Original ground surface

Cl. CR1 Casing pipe, see Note 1

Casing pipe, see Note 1

S=-0.00228

S=-0.00167

S ta rt c as in g pi pe

Ed ge o f

R R R

O W

El. 4445.75

See railroad crossing package

En d

O pt io n

OPEN-CUT ROAD CROSSINGS

Station Surfacing

Start End 3110+87 3111+42 Asphalt 3117+62 3118+02 Asphalt

DH-23-203

DH-21-1

DH-22-122A

DH-23-204A

Estimated excavation limits

Cl. CR1

Edge of road

Estimated excavation limits

Protect buried FO and telephone lines in place

See Union Pacific railroad crossing

Private drive, See Note 2

CDOT ROW

Edge of road

CDOT ROW

Proposed fiber optic pull box

Colorado Canal

C H

BNSF ROW

See BNSF ROW crossing package

See Note 3

Proposed construction easement

60663

T2 1S

, R

W, N .E.

1/ 4S

T2 1S

, R

W, S .E.

1/ 4S

End Option A Start base contract 3113+00.00 N=1,574,999.13 E=3,366,585.22

DH-22-122

Combined miter

N=1,575,095.48 E=3,366,282.50

Bend 3118+20.07 Δ=45°00'00" N=1,574,713.49 E=3,366,995.63

Bend 3108+30.36 Δ=2°54'11" N=1,575,077.31 E=3,366,149.29

Bend 3116+13.15 Δ=2°08'29" N=1,574,798.25 E=3,366,823.93

Bend 3117+31.06 Δ=45°00'00" N=1,574,714.20 E=3,366,906.63

Bend 3120+07.13 Δ=1°30'00" N=1,574,580.15 E=3,367,126.83

Bend 3114+39.55 Δ=4°06'05" N=1,574,917.35 E=3,366,697.63

Bend 3113+39.55 Δ=11°15'00" N=1,574,980.58 E=3,366,620.16

Bend 3112+73.39 Δ=11°15'00" N=1,575,011.61 E=3,366,561.72

Proposed fiber optic pull box, see Note 5

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

K. WHITESELL

K. KEARNS

B. ZOOK

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-1 0-

S T

S A V

B Y

K K

R N

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

C T

A R K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3110+00 TO 3121+00

DENVER, CO

382-D-60629

PROFILE

Note: Vertical Scale Exaggerated 5x For Clarity

PLAN

0 100'50'

1. Steel Casing - see Specifications

2. See Note 14 on (60614) and

Specifications for access requirements while trenching through private drives.

3. Fiber to cross centerline of line pipe to remain on the road side of the water line. See Specifications for utility marker details.

4. Estimated clearing and grubbing limits are defined by CDOT ROW extents.

5. If Option A is not executed, install blind flanges, carsonite marker posts, and fiber optic pull boxes at the start and stop points of Option A in accordance with the Specifications.

NOTES

DRAFT

AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

Culvert, Protect in place

Bend 3127+49 Δ=0°56'30" N=1,574,064.83 E=3,367,661.17

Cl. CR1

Estimated excavation limits

Edge of road

Protect buried FO and telephone lines in place

Prive drive, See Note 1

Proposed fiber optic pull box

S.H. 96

Proposed construction easement

Southern Colorado Power Division ROW

CDOT ROW

BNSF ROW

SRA Area, see Specifications

T21S, R61W

, SEC 10

T21S, R61W

, SEC 9

H L

O N

STATION

3121+00 3122+00 3124+00 3126+00 3128+00 3130+00 3132+00

S=-0.00228

Shored Trench 36B350

H G

El. 4443.51

O H e le ct ri c lin e

H ei gh t=

Te m p

O H e le ct ri c lin e

H ei gh t=

Te m p

O H e le ct ri c lin e

H ei gh t=

Te m p

O H e le ct ri c lin e

H ei gh t=

Te m p

O H e le ct ri c lin e

H ei gh t=

Te m p

B ur ie d te le ph on e To p

O H e le ct ri c lin e

H ei gh t=

Te m p

O H e le ct ri c lin e

H ei gh t=

Te m p

Ed ge o f ro ad

O H e le ct ri c lin e

H ei gh t=

6' Te m p

O H e le ct ri c lin e

H ei gh t=

Te m p

C ul ve rt

C M

P) In ve rt

E l.=

.3 9'

Fused joints required

Original ground surface

Cl. CR1

OPEN-CUT ROAD CROSSINGS

Station

Surfacing Start End

3130+69 3130+88 Gravel

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

K. WHITESELL

K. KEARNS

B. ZOOK

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

C T

A R K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3121+00 TO 3132+00

DENVER, CO

382-D-60630

PROFILE

Note: Vertical Scale Exaggerated 5x For Clarity

PLAN

0 100'50'

1. See Note 14 on (60614) and Specification for access requirements while trenching through private drives.

2. Estimated clearing and grubbing limits are within

CDOT ROW.

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£

Protect in place

Cl. CR1

Edge of road

Estimated excavation limits

Protect buried FO and telephone lines in place

CDOT ROW

Proposed fiber optic pull box

S.H. 96

Proposed construction easement

Easement boundary

104.2'

SRA Area, see Specifications

H L

O N

STATION

3132+00 3134+00 3136+00 3138+00 3140+00 3142+00 3143+00

El. 4434.38

S=-0.01300

S=-0.00340

El. 4437.10 El. 4441.00

0°

'0 0"

-0 °3

G L

H G

Shored Trench

36B350

C ul ve rt

C M

P) In ve rt

E l.=

Fused joints required

Original ground surface

Cl. CR1

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

K. WHITESELL

K. KEARNS

B. ZOOK

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

C T

A R K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3132+00 TO 3143+00

DENVER, CO

382-D-60631

PROFILE

Note: Vertical Scale Exaggerated 5x For Clarity

PLAN

0 100'50'

NOTES

1) Estimated clearing and grubbing limits are defined by CDOT ROW extents.

TECH. APPR.

APPROVED

PEER REVIEWER -

TECH. APPR.

APPROVED

PEER REVIEWER -

Orpineda, Crystal M P.E.

Steen, Timothy M Supervisor Water Conveyance 2

APPROVED £AT£

cut and repair

Estimated excavation limits

Cl. CR1

Edge of road

Protect buried FO and telephone lines in place

CDOT ROW

Proposed fiber optic pull box

H L

Proposed construction easement

SRA Area, see Specifications

BNSF ROW 96

T2 1S

, R

W , S

T2 1S

, R

W , S

O N

STATION

3143+00 3144+00 3146+00 3148+00 3150+00 3152+00 3154+00

S=-0.00118

C ul ve rt

C M

P) In ve rt

E l.=

El. 4433.70

0°

'3 8"

Shored Trench 36B350

H G

S=-0.00340

El. 4434.38

El. 4432.64

Fused joints required

Original ground surface

Cl. CR1

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

K. WHITESELL

K. KEARNS

B. ZOOK

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3143+00 TO 3154+00

DENVER, CO

382-D-60632

PROFILE

Note: Vertical Scale Exaggerated 5x For Clarity

PLAN

0 100'50'

1. Estimated clearing and grubbing limits are defined by CDOT ROW extents.

NOTES

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

K. WHITESELL

K. KEARNS

B. ZOOK

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

TECH. APPR.

APPROVED

PEER REVIEWER -

Orpineda, Crystal M P.E.

Steen, Timothy M Supervisor Water Conveyance 2

APPROVED £AT£

Culvert, cut and repair

S.H. 96

4444 4442

Combined bend 3164+84.42 Δ=3°45'57" N=1,571,516.63 E=3,370,391.83

Cl. CR1

Estimated excavation limits

Edge of road

Protect buried FO and telephone line in place

H L

CDOT ROW

Proposed fiber optic pull box

H L easement

SRA Area, see Specifications

BNSF ROW

T2 1S

, R

W , S

T2 1S

, R

W , S

A ir /V ac uu m v al ve

O N

STATION

3154+00 3155+00 3160+00 3165+00

H G

El. 4432.64

Shored Trench

El. 4433.50

El. 4432.40

-0 °0

0°

'2 0"

H G

El. 4433.48

C ul ve rt

C M

P) In ve rt

E l.=

36B350

Original ground surface

Cl. CR1 S=-0.00145

Fused joints required

S=0.00124

S am pl in g st at io n

B lo w of f w ith m an ho le

S ec tio na liz in g va lv e

B lo w of f w ith m an ho le

A ir /V ac uu m v al ve

S=-0.00118

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

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3154+00 TO 3165+00

DENVER, CO

382-D-60633

NOTES

1. Estimated clearing and grubbing limits are defined by CDOT ROW extents.

2. See (60660) for sampling station details.

TECH. APPR.

APPROVED

PEER REVIEWER -

TECH. APPR.

APPROVED

PEER REVIEWER -

Orpineda, Crystal M P.E.

Steen, Timothy M Supervisor Water Conveyance 2

APPROVED £AT£

1' Culvert cut and repair

S.H. 96

4440 4440

Bend Sta.=3166+03.00 Δ=3°52'17" N=1,571,441.59 E=3,370,483.65

Edge of road

Estimated excavation limits

Cl. CR1

Protect buried FO and telephone lines in placePrivate drive, see Note 1

CDOT ROW

Proposed fiber optic pull box

Proposed easement

H L

BNSF ROW

SRA Area, see Specifications

O N

STATION

3165+00 3170+00 3175+00 3176+00

Standard trenchShored trench

El. 4433.48

Ed ge o f ro ad

B ur ie d te le ph on e To p

El. 4431.88

36B350

H G

S=-0.00145

.5 x

C ul ve rt

C M

P) In ve rt

E l.=

H G

Original ground surface

Cl. CR1

Fused joints required

OPEN-CUT ROAD CROSSINGS

Station

Surfacing Start End

3165+43 3165+74 Asphalt

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

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3165+00 TO 3176+00

DENVER, CO

382-D-60634

2025-03-28

1. See Note 14 on (60614) and Specifications for access requirements while trenching through private drives.

2. Estimated clearing and grubbing extents are defined by CDOT ROW extents.

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£

cut and repair

S.H. 96

Bend Sta.=3184+61.91 Δ=0°12'07" N=1,570,170.84 E=3,371,840.38

Cl. CR1 Estimated excavation limits

Edge of road

Protect buried FO and telephone lines in place

44384438

CDOT ROW

.4 ' 12

Proposed fiber pull

H L

H L easement

BNSF ROW

O N

STATION

3176+00 3180+00 3185+00 3187+00

36B350 Standard trench

C ul ve rt

C M

P) In ve rt

E l.=

El. 4431.30

0°

'1 9"

H G

El. 4430.55Cl. CR1

Original ground surface

Fused joints required

S=-0.00145 S=-0.00107

H G

El. 4431.88

PLAN

0 100'50'

PROFILE

Note: Vertical Scale Exaggerated 5x For Clarity

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

K. WHITESELL

K. KEARNS

B. ZOOK

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3176+00 TO 3187+00

DENVER, CO

382-D-60635

NOTES

1) Estimated clearing and grubbing limits are defined by CDOT ROW extents.

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER -

K. WHITESELL

K. KEARNS

B. ZOOK

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

TECH. APPR.

APPROVED

PEER REVIEWER -

Orpineda, Crystal M P.E.

Steen, Timothy M Supervisor Water Conveyance 2

APPROVED £AT£

4438 4436

Estimated excavation limits

Edge of road

Cl. CR1

Protect buried FO and telephone lines in place

H L

CDOT ROW

5'Proposed fiber optic splice vault

Proposed construction easement

BNSF ROW

O N

STATION

3187+00 3190+00 3195+00 3198+00

36B350 Standard trench

H G

S=-0.00107

El. 4429.23

Cl. CR1

Original ground surface

Fused joints required

-0 °0

El. 4429.70

S=-0.00157

El. 4430.55

H G

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

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3187+00 TO 3198+00

DENVER, CO

382-D-60636

NOTES

1) Estimated clearing and grubbing limits are defined by CDOT ROW extents.

TECH. APPR.

APPROVED

PEER REVIEWER -

TECH. APPR.

APPROVED

PEER REVIEWER -

Orpineda, Crystal M P.E.

Steen, Timothy M Supervisor Water Conveyance 2

APPROVED £AT£

Bend 3206+07.55 Δ=4°27'42" N=1,568,709.60 E=3,373,411.55

Cl. CR1

Estimated excavation limits

Edge of road

Protect buried FO and telephone lines in place

CDOT ROW

24.3' 36.2'

125'

H L

H L easement

BNSF ROW

T21S, R61W

, SEC 14

T21S, R61W

, SEC 15

O N

STATION

3198+00 3200+00 3205+00 3209+00

H G

El. 4429.23

S=-0.00157

36B350 Standard trench

El. 4428.60

-0 °2

H G

El. 4422.91

S=-0.00813

Cl. CR1

Original ground surface

Fused joints required

PLAN

0 100'50'

PROFILE

Note: Vertical Scale Exaggerated 5x For Clarity

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

K. WHITESELL

K. KEARNS

C. ORPINEDA

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

B Z O

O K

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3198+00 TO 3209+00

DENVER, CO

382-D-60637

NOTES

1) Estimated clearing and grubbing extents are defined by CDOT ROW extents.

repair

S.H. 96

Bend 3212+07.55 Δ=0°32'40" N=1,568,336.40 E=3,373,881.36

Estimated excavation limits

Cl. CR1

Edge of road

Protect buried FO and telephone lines in place

Private drive, See Note 1

CDOT ROW

5'Proposed fiber

H L

H L easement

See Specifications for SRA area requirements

O N

STATION

3209+00 3210+00 3215+00 3220+00

Standard Trench 36B375

H G

C ul ve rt

C M

P) In ve rt

E l.=

El. 4422.91

El. 4413.97

S=-0.00813

Ed ge o f ro ad

Cl. CR1

Original ground surface

Fused joints required

OPEN-CUT ROAD CROSSINGS

Station

Surfacing Start End

3211+15 3211+29 Gravel

PLAN

0 100'50'

PROFILE

Note: Vertical Scale Exaggerated 5x For Clarity

DESIGNED

DRAWN

CHECKED

TECH. APPR.

APPROVED

PEER REVIEWER

£TT£

£AT£

£AA£

£TA£

K. WHITESELL

K. KEARNS

B. ZOOK

SHEET

B U

U O

F R

O N

U .S

A R

O F

C A D

A ut oC A D

S T

C A D

A M

2- D

-6

-R

D -1

.D W

S T

S A V

D A

-0 3-

S T

S A V

B Y

K W

¦D_DT¦

¦STATUS¦

N G

-A R K A N

S A S P

R O

C T

A R K A N

S A S V

O N

D U

C R O

Y R

C H

PLAN AND PROFILE

3209+00 TO 3220+00

DENVER, CO

382-D-60638

NOTES

1. See Note 14 on (60614) and…

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