Attachment 2 Drawing package 050321.pdf

PDF 11 MB Posted

Attached to
FLORIDA DITCH AND CANAL LINING Federal contract opportunity
Solicitation number
140R4021R0007
Issued by
Department of the Interior Bureau of Reclamation

About this file

Written by GovTribe AI ·

This document provides details on a federal solicitation for canal lining services. Solicitation number 140R4021R0007, issued by the Department of the Interior Bureau of Reclamation, seeks offers to line ditches and canals in Florida. Offerors should submit proposals in response to the solicitation by the specified deadline to be considered for award of a contract to provide canal lining services. Relevant details include the solicitation number, agency issuing the solicitation, type of opportunity, description of services required, and location where the services will be performed.

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Other files for this federal contract opportunity

Other files attached to FLORIDA DITCH AND CANAL LINING, newest first.
File Type Posted
Solicitation_Questions_Answers_0002.pdf PDF
31_23_11_Earthwork_for_Canal_and_Structures_Rev_3_0002.pdf PDF
Sol_140R4021R0007_Amd_0002.pdf PDF
CO20210003_Heavy_Construction_Wage_Rates_0001.pdf PDF
Standard_Drawing_Package_0001.pdf PDF
51_00_10_Temporary_Construction_Easement_R3_0001.pdf PDF
Site_Visit_Attendance_0001.pdf PDF
01_51_00_Temporary_Utilities_R1_0001.pdf PDF
Sol_140R4021R0007_Amd_0001.pdf PDF
Attachment 1 Specifications 05032021.pdf PDF
Attachment 9 Continuation of Section B Price Schedule.xls XLS spreadsheet
Attachment 8 SF25A Payment Bond.pdf PDF
Attachment 7 SF25 Performance Bond.pdf PDF
Sol_140R4021R0007.pdf PDF
FDCL Solicitation.pdf PDF
Attachment 6 SF24 Bid Bond Form.pdf PDF
Attachment 5 Past Performance Questionnaire.pdf PDF
Attachment 4 Subcontracting Percentage Worksheet.pdf PDF
Attachment 3 Wage Rate Det C20210001.pdf PDF
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Managing

LAR M TA IOCE N

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DESIGNED

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DRAWN

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CHECKED

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TECH. APPR.

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APPROVED

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ADMIN APPROVAL -

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ANDREW P LIMBACH /S/

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ANDREW P LIMBACH /S/

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KEVIN L MORAN, P.E. /S/

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JOSHUA DUNHAM, P.E. /S/

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MARK WERNKE P.E. /S/

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ALWAYS THINK

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SAFETY

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SHEET

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PLOTTED BY

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DATE AND TIME PLOTTED

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BUREAU OF RECLAMATION

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U.S. DEPARTMENT OF THE INTERIOR

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FLORIDA PROJECT

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COLORADO

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FLORIDA CANAL

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OVERVIEW MAP

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OVERVIEW MAP

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GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-21

AutoCAD SHX Text 2019-05-02

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AutoCAD SHX Text AutoCAD Rel. 22.0s

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FLO-18B1 FLORIDA CANAL 2.DWG

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SEPTEMBER 11, 2020 08:03

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ALIMBACH

AutoCAD SHX Text PROJECT / DRAWING INFORMATION 1. HORIZONTAL DATUM: Colorado Central Zone, State Plane Coordinate System (0502 CO C NAD 83 (2011). HORIZONTAL DATUM: Colorado Central Zone, State Plane Coordinate System (0502 CO C NAD 83 (2011). Colorado Central Zone, State Plane Coordinate System (0502 CO C NAD 83 (2011). 2. VERTICAL DATUM: North American Vertical Datum of 1988 (NAVD88), GEOID 12A VERTICAL DATUM: North American Vertical Datum of 1988 (NAVD88), GEOID 12A North American Vertical Datum of 1988 (NAVD88), GEOID 12A 3. LOCAL HORIZONTAL (GROUND) DATUM: Site specific combined scale factor is: N/A LOCAL HORIZONTAL (GROUND) DATUM: Site specific combined scale factor is: N/A Site specific combined scale factor is: N/A Site specific combined scale factor is: N/A 4. LOCAL VERTICAL DATUM (USBR): N/A LOCAL VERTICAL DATUM (USBR): N/A N/A 5. UNIT OF MEASUREMENT: U.S. Survey Foot. (One U.S Survey Foot = 12/39.37 Meter). UNIT OF MEASUREMENT: U.S. Survey Foot. (One U.S Survey Foot = 12/39.37 Meter). : U.S. Survey Foot. (One U.S Survey Foot = 12/39.37 Meter). 6. DIGITAL TERRAIN MODEL: Existing CI is set at 1.0' primary and 5.0' secondary intervals. DIGITAL TERRAIN MODEL: Existing CI is set at 1.0' primary and 5.0' secondary intervals. Existing CI is set at 1.0' primary and 5.0' secondary intervals. 7. NEW CANAL ALIGNMENT: See Section 01 71 20, Part 3 for new canal alignment. NEW CANAL ALIGNMENT: See Section 01 71 20, Part 3 for new canal alignment. See Section 01 71 20, Part 3 for new canal alignment. SURVEYORS NOTE 1. ACQUISITION DATES: Bureau of Reclamation's Western Colorado Area Office began the field survey 21 February 2018 and was completed on 12 April 2018. ACQUISITION DATES: Bureau of Reclamation's Western Colorado Area Office began the field survey 21 February 2018 and was completed on 12 April 2018. Bureau of Reclamation's Western Colorado Area Office began the field survey 21 February 2018 and was completed on 12 April 2018. 2. PROJECT CONTROL: Horizontal and vertical control established by multiple Trimble R8-4 GPS receivers utilizing RTK+InFill methodologies with all data post processed within PROJECT CONTROL: Horizontal and vertical control established by multiple Trimble R8-4 GPS receivers utilizing RTK+InFill methodologies with all data post processed within ROJECT CONTROL: Horizontal and vertical control established by multiple Trimble R8-4 GPS receivers utilizing RTK+InFill methodologies with all data post processed within Horizontal and vertical control established by multiple Trimble R8-4 GPS receivers utilizing RTK+InFill methodologies with all data post processed within Trimble Business Center version 4.0. 3. FIELD NOTES: All notes for this field exercise are located within FLO-01 page 01. Contractor may request notes. FIELD NOTES: All notes for this field exercise are located within FLO-01 page 01. Contractor may request notes. All notes for this field exercise are located within FLO-01 page 01. Contractor may request notes.

AutoCAD SHX Text Florida Canal

AutoCAD SHX Text Waste area path

AutoCAD SHX Text Pastorius Staging Area

AutoCAD SHX Text Cowboy Church Staging Area

AutoCAD SHX Text Private Drive access point

AutoCAD SHX Text Florida Meadows access point

AutoCAD SHX Text Cowboy Church Staging Area access point

AutoCAD SHX Text Pastorius Staging Area access point

AutoCAD SHX Text Start Phase 1

AutoCAD SHX Text End Phase 1, Start Phase 2

AutoCAD SHX Text End Phase 2

W in theWa estter

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ALWAYS THINK

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SAFETY

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SHEET

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PLOTTED BY

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DATE AND TIME PLOTTED

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BUREAU OF RECLAMATION

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U.S. DEPARTMENT OF THE INTERIOR

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FLORIDA PROJECT

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COLORADO

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FLORIDA CANAL

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PROFILE DRAWINGS MAP

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PROFILE DRAWINGS MAP

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GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-22

AutoCAD SHX Text 2019-05-02

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AutoCAD SHX Text AutoCAD Rel. 22.0s

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FLO-18B1 FLORIDA CANAL 2.DWG

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OCTOBER 26, 2020 14:45

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ALIMBACH

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PROFILE MAP INDEX

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BOUNDARY NO.

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STATIONS

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DRAWING NO.

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STRUCTURES

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AutoCAD SHX Text 1+00 - 7+00

AutoCAD SHX Text 519-417-23

AutoCAD SHX Text Drop 1, Drop 2, Drop3, Culvert 1 Inlet

AutoCAD SHX Text

AutoCAD SHX Text 7+00 - 19+00

AutoCAD SHX Text 519-417-24

AutoCAD SHX Text Culvert 1 Outlet, Transitions (1, 2, and 3), Culvert 2 Inlet

AutoCAD SHX Text

AutoCAD SHX Text 19+00 - 27+75

AutoCAD SHX Text 519-417-25

AutoCAD SHX Text Culvert 2 Outlet, Transition 4, Check 1, Culvert 3 Inlet

AutoCAD SHX Text

AutoCAD SHX Text 27+75 - 36+50

AutoCAD SHX Text 519-417-26

AutoCAD SHX Text Culvert 3 Outlet, Transition 5

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AutoCAD SHX Text 36+50 - 43+00

AutoCAD SHX Text 519-417-27

AutoCAD SHX Text Transition 6

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AutoCAD SHX Text 43+00 - 51+00

AutoCAD SHX Text 519-417-28

AutoCAD SHX Text Transition 7, Check 2, End Phase 1 temporary anchor trench

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AutoCAD SHX Text 51+00 - 57+50

AutoCAD SHX Text 519-417-29

AutoCAD SHX Text Transition 8

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AutoCAD SHX Text 57+50 - 65+50

AutoCAD SHX Text 519-417-30

AutoCAD SHX Text Transition 9, 10 and 11

AutoCAD SHX Text

AutoCAD SHX Text 65+50 - 75+00

AutoCAD SHX Text 519-417-31

AutoCAD SHX Text Culvert 4 Inlet and Outlet, Transition 12 and 13

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AutoCAD SHX Text 75+00 - 86+50

AutoCAD SHX Text 519-417-32

AutoCAD SHX Text Transition 14

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AutoCAD SHX Text 86+50 - 97+00

AutoCAD SHX Text 519-417-33

AutoCAD SHX Text Transition 15, Culvert 5 Inlet and Outlet

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AutoCAD SHX Text 97+00 - 103+50

AutoCAD SHX Text 519-417-34

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AutoCAD SHX Text 103+50 - 111+00

AutoCAD SHX Text 519-417-35

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111+00 - END

AutoCAD SHX Text 519-417-36

AutoCAD SHX Text Flume, Transition 16

AutoCAD SHX Text Cowboy Church Staging Area Approx. 4.5 acres

AutoCAD SHX Text Pastorius Staging Area Approx. 0.2 acres

AutoCAD SHX Text Control 000

AutoCAD SHX Text Control 101

AutoCAD SHX Text Control 001

AutoCAD SHX Text Control 003

AutoCAD SHX Text Control 004

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CONTROL POINTS

AutoCAD SHX Text Control NO.

AutoCAD SHX Text Northing

AutoCAD SHX Text Easting

AutoCAD SHX Text Elevation

AutoCAD SHX Text Dwg. No.

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EOL

AutoCAD SHX Text 1202842.4699

AutoCAD SHX Text 2327545.8475

AutoCAD SHX Text 6867.30

AutoCAD SHX Text 519-417-36

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AutoCAD SHX Text 1202816.381

AutoCAD SHX Text 2327571.101

AutoCAD SHX Text 6872.184

AutoCAD SHX Text 519-417-36

AutoCAD SHX Text

AutoCAD SHX Text 1203856.736

AutoCAD SHX Text 2328690.271

AutoCAD SHX Text 6875.453

AutoCAD SHX Text 519-417-33

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AutoCAD SHX Text 1205000.878

AutoCAD SHX Text 2329189.935

AutoCAD SHX Text 6876.799

AutoCAD SHX Text 519-417-31

AutoCAD SHX Text

AutoCAD SHX Text 1205230.223

AutoCAD SHX Text 2330575.213

AutoCAD SHX Text 6880.905

AutoCAD SHX Text 519-417-26

AutoCAD SHX Text

AutoCAD SHX Text 1206436.641

AutoCAD SHX Text 2331165.133

AutoCAD SHX Text 6886.613

AutoCAD SHX Text 519-417-23

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POB

AutoCAD SHX Text 1206929.0030

AutoCAD SHX Text 2331269.0990

AutoCAD SHX Text 6886.93

AutoCAD SHX Text 519-417-23

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DESIGNED

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DRAWN

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CHECKED

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TECH. APPR.

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APPROVED

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ADMIN APPROVAL -

AutoCAD SHX Text

ANDREW P LIMBACH /S/

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ANDREW P LIMBACH /S/

AutoCAD SHX Text

KEVIN L MORAN, P.E. /S/

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JOSHUA DUNHAM, P.E. /S/

AutoCAD SHX Text

MARK WERNKE P.E. /S/

AutoCAD SHX Text Technical Services Division Manager

AutoCAD SHX Text

EOL

POB

W in theWa estter

SCALE OF FEET

0 3030 60 90

AutoCAD SHX Text El. 6886.93

AutoCAD SHX Text Sta. 1+00 Riprap Transition

AutoCAD SHX Text Sta. 1+28.35 Typ. Canal 3.25

AutoCAD SHX Text Sta. 3+00 Drop 2

AutoCAD SHX Text Sta. 3+08.35 Typ. Canal 3.25

AutoCAD SHX Text Sta. 4+50 Drop 3

AutoCAD SHX Text Sta. 6+76.63 Culvert Inlet

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ALWAYS THINK

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SAFETY

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SHEET

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PLOTTED BY

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CAD FILENAME

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DATE AND TIME PLOTTED

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CAD SYSTEM

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AutoCAD SHX Text A

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BUREAU OF RECLAMATION

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U.S. DEPARTMENT OF THE INTERIOR

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FLORIDA PROJECT

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COLORADO

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FLORIDA CANAL

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PLAN AND PROFILE STA. 1+00 TO 7+00

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PLAN AND PROFILE

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STA. 1+00 TO 7+00

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GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-23

AutoCAD SHX Text 2019-05-02

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AutoCAD SHX Text AutoCAD Rel. 22.0s

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FLO-18B1 FLORIDA CANAL 2.DWG

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SEPTEMBER 11, 2020 08:03

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ALIMBACH

AutoCAD SHX Text Drop 1 See Dwg. No. 519-417-54

AutoCAD SHX Text Drop 2 See Dwg. No. 519-417-54

AutoCAD SHX Text Drop 3 See Dwg. No. 519-417-55

AutoCAD SHX Text Edge of new O&M road

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Top of liner

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Existing bridges, do not disturb

AutoCAD SHX Text Control 004

AutoCAD SHX Text Culvert 1 modification See Dwg. No. 519-417-62

AutoCAD SHX Text Slope = 0.001

AutoCAD SHX Text Slope = 0.001

AutoCAD SHX Text Slope = 0.0018

AutoCAD SHX Text New canal invert

AutoCAD SHX Text Existing Invert

AutoCAD SHX Text Hydraulic Properties

AutoCAD SHX Text Section

AutoCAD SHX Text Q

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text b

AutoCAD SHX Text d

AutoCAD SHX Text R

AutoCAD SHX Text n

AutoCAD SHX Text s

AutoCAD SHX Text h

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AutoCAD SHX Text S.S.

AutoCAD SHX Text 3.25

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AutoCAD SHX Text 27.53

AutoCAD SHX Text 4.00

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AutoCAD SHX Text 2.73

AutoCAD SHX Text 1.74

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.0010

AutoCAD SHX Text 3.25

AutoCAD SHX Text 4.50

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 5.25

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AutoCAD SHX Text 22.24

AutoCAD SHX Text 4.95

AutoCAD SHX Text

AutoCAD SHX Text 2.34

AutoCAD SHX Text 1.54

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.0018

AutoCAD SHX Text 5.25

AutoCAD SHX Text 6.50

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text Properties represent normal depth conditions and may not represent actual conditions due to backwater from culverts, drops, or check structures.

AutoCAD SHX Text Sta. 1+10 Typ. Canal 3.25

AutoCAD SHX Text Sta. 1+20 Drop 1 Safety Ladders A and Safety Cables with Floats

AutoCAD SHX Text El. 6886.91

AutoCAD SHX Text El. 6885.24

AutoCAD SHX Text Sta. 4+58.35 Typ. Canal 5

AutoCAD SHX Text El. 6881.2

AutoCAD SHX Text Top of road

AutoCAD SHX Text El. 6885.07

AutoCAD SHX Text El. 6883.40

AutoCAD SHX Text El. 6883.26

AutoCAD SHX Text El. 6881.59

AutoCAD SHX Text Matchline Sta. 7+00

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DESIGNED

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DRAWN

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CHECKED

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TECH. APPR.

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APPROVED

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ADMIN APPROVAL -

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

KEVIN L MORAN, P.E. /S/

AutoCAD SHX Text

JOSHUA DUNHAM, P.E. /S/

AutoCAD SHX Text

MARK WERNKE P.E. /S/

AutoCAD SHX Text Technical Services Division Manager

AutoCAD SHX Text Riprap Transition See Dwg. No. 519-417-54

AutoCAD SHX Text Safety ladders B and safety cable with floats, see Dwg. No. 519-417-63

AutoCAD SHX Text Safety ladders A and safety cable with floats, see Dwg. No. 519-417-63

AutoCAD SHX Text Sta. 6+60 Safety Ladder B and Safety Cable with Floats

AutoCAD SHX Text Cut metal fence at corner, remove and replace fence with gate across O&M road.

AutoCAD SHX Text Field drainage with 15" PVC culvert. Align new O&M road to maintain drainage and pipe.

AutoCAD SHX Text Reestablish field drain on both sides of canal if disturbed.

AutoCAD SHX Text ROW Limits 30' from center, each side

Notes: If disturbed, reestablish field ditches on both sides of canal starting at Sta. 1+00 and El. 6890.50 with a slope of -1.0%. End field drains at 15" culvert inlets shown on this drawing and Dwg. No. 519-417-24.

W in theWa estter

SCALE OF FEET

050 50 100 150

AutoCAD SHX Text El. 6880.94

AutoCAD SHX Text Sta. 7+33 Begin Liner

AutoCAD SHX Text Sta. 7+29 Culvert Outlet

AutoCAD SHX Text El. 6880.95

AutoCAD SHX Text Sta. 18+86 Culvert Inlet

AutoCAD SHX Text El. 6877.90

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ALWAYS THINK

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SAFETY

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SHEET

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PLOTTED BY

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CAD FILENAME

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DATE AND TIME PLOTTED

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CAD SYSTEM

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AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

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AutoCAD SHX Text D

AutoCAD SHX Text C

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AutoCAD SHX Text B

AutoCAD SHX Text A

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BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

FLORIDA PROJECT

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COLORADO

AutoCAD SHX Text

FLORIDA CANAL

AutoCAD SHX Text

PLAN AND PROFILE STA. 7+00 TO 19+00

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

STA. 7+00 TO 19+00

AutoCAD SHX Text

GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-24

AutoCAD SHX Text 2019-05-02

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text AutoCAD Rel. 22.0s

AutoCAD SHX Text

FLO-18B1 FLORIDA CANAL 2.DWG

AutoCAD SHX Text

SEPTEMBER 11, 2020 08:03

AutoCAD SHX Text

ALIMBACH

AutoCAD SHX Text Slope = 0.0026

AutoCAD SHX Text Edge of new O&M road

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Stock water depression, do not disturb.

AutoCAD SHX Text Existing building, do not disturb

AutoCAD SHX Text Culvert 1 outlet modification See Dwg. No. 519-417-62

AutoCAD SHX Text Remove existing bridge

AutoCAD SHX Text Existing fence, remove and replace as needed.

AutoCAD SHX Text Existing PV arrays, do not disturb

AutoCAD SHX Text Culvert 2 inlet

AutoCAD SHX Text New canal invert

AutoCAD SHX Text Existing invert

AutoCAD SHX Text Hydraulic Properties

AutoCAD SHX Text Section

AutoCAD SHX Text Q

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text b

AutoCAD SHX Text d

AutoCAD SHX Text R

AutoCAD SHX Text n

AutoCAD SHX Text s

AutoCAD SHX Text h

AutoCAD SHX Text H

AutoCAD SHX Text S.S.

AutoCAD SHX Text 3.5

AutoCAD SHX Text

AutoCAD SHX Text 19.75

AutoCAD SHX Text 5.57

AutoCAD SHX Text

AutoCAD SHX Text 2.14

AutoCAD SHX Text 1.44

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.0026

AutoCAD SHX Text 3.5

AutoCAD SHX Text 4.75

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 4.25

AutoCAD SHX Text

AutoCAD SHX Text 19.75

AutoCAD SHX Text 5.57

AutoCAD SHX Text

AutoCAD SHX Text 2.14

AutoCAD SHX Text 1.44

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.0026

AutoCAD SHX Text 4.25

AutoCAD SHX Text 5.50

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 19.75

AutoCAD SHX Text 5.57

AutoCAD SHX Text

AutoCAD SHX Text 2.14

AutoCAD SHX Text 1.44

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.0026

AutoCAD SHX Text

AutoCAD SHX Text 6.25

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 5.25

AutoCAD SHX Text

AutoCAD SHX Text 19.75

AutoCAD SHX Text 5.57

AutoCAD SHX Text

AutoCAD SHX Text 2.14

AutoCAD SHX Text 1.44

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.0026

AutoCAD SHX Text 5.25

AutoCAD SHX Text 6.50

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text Properties represent normal depth conditions and may not represent actual conditions due to backwater from culverts, drops, or check structures.

AutoCAD SHX Text Top of road

AutoCAD SHX Text Sta. 11+00 Canal Transition 1

AutoCAD SHX Text Sta. 15+00 Canal Transition 2

AutoCAD SHX Text Sta. 17+00 Canal Transition 3

AutoCAD SHX Text 5" steel pipe overchute, remove and leave pipe for landowner.

AutoCAD SHX Text 8" steel pipe overchute, remove and replace, see Dwg. No. 519-417-64 and Note 3 for details

AutoCAD SHX Text Canal Transition 1 see Dwg. No. 519-417-53

AutoCAD SHX Text Canal Transition 2, see Dwg. No. 519-417-53

AutoCAD SHX Text Canal Transition 3 see Dwg. No. 519-417-53

AutoCAD SHX Text Matchline Sta. 7+00

AutoCAD SHX Text Matchline Sta. 19+00

AutoCAD SHX Text El. 6879.97

AutoCAD SHX Text El. 6878.92

AutoCAD SHX Text El. 6878.39

AutoCAD SHX Text Stock water depression

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ADMIN APPROVAL -

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

KEVIN L MORAN, P.E. /S/

AutoCAD SHX Text

JOSHUA DUNHAM, P.E. /S/

AutoCAD SHX Text

MARK WERNKE P.E. /S/

AutoCAD SHX Text Technical Services Division Manager

AutoCAD SHX Text Buried pipeline, see Note 2.

AutoCAD SHX Text Safety ladders B and safety cable with floats, see Dwg. No. 519-417-63

AutoCAD SHX Text Sta. 18+70 Safety Ladders B and Safety Cable with Floats

AutoCAD SHX Text Sta. 12+00 Safety Ladders A

AutoCAD SHX Text Safety Ladders A

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Existing fence, remove and replace as needed.

AutoCAD SHX Text Furnish and install 12" min. CMP under O&M road as directed by COR.

AutoCAD SHX Text Electric box, location of underground cables not identified.

AutoCAD SHX Text Sta. 13+50 Drain Inlet

AutoCAD SHX Text Sta. 18+50 Drain Inlet

AutoCAD SHX Text Drain Inlet see Dwg. No. 519-417-64

AutoCAD SHX Text Drain Inlet see Dwg. No. 519-417-64

AutoCAD SHX Text ROW Limits 30' from center, each side

AutoCAD SHX Text Notes: 1) Approximately 100 feet of fence may need to be Approximately 100 feet of fence may need to be removed and replaced for this section. 2) Buried pipeline elevation and diameter not known. Buried pipeline elevation and diameter not known. Estimated excavation in this area shows that removal and replacement of undershot is not expected. 3) If disturbed, reestablish drain ditch from the pipe If disturbed, reestablish drain ditch from the pipe outlet at Sta. +/- 7+40 to the pipe overchute inlet at Sta. 10+25. Approximate grade of ditch will be 0.3%.

AutoCAD SHX Text Horizontal directional drilling under road.

AutoCAD SHX Text Existing 15" culvert, do not disturb and reestablish field drain into the culvert if disturbed.

AutoCAD SHX Text Grey water sewage line approximate location. Depth and size unknown.

Overchute connects to buried irrigation pipe, replace if damaged

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ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

FLORIDA PROJECT

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

FLORIDA CANAL

AutoCAD SHX Text

PLAN AND PROFILE STA. 19+00 TO 27+75

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

STA. 19+00 TO 27+75

AutoCAD SHX Text

GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-25

AutoCAD SHX Text 2019-05-02

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text AutoCAD Rel. 22.0s

AutoCAD SHX Text

FLO-18B1 FLORIDA CANAL 2.DWG

AutoCAD SHX Text

SEPTEMBER 11, 2020 08:03

AutoCAD SHX Text

ALIMBACH

AutoCAD SHX Text Slope = 0.0007

AutoCAD SHX Text Slope = 0.0044

AutoCAD SHX Text Sta. 25+15 Check 1 Transition

AutoCAD SHX Text Sta. 25+32 Typ. Canal 5

AutoCAD SHX Text Sta. 27+53.1 Culvert Inlet

AutoCAD SHX Text Check 1 See Dwg. No. 519-417-56

AutoCAD SHX Text Edge of new O&M road

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Top of canal

AutoCAD SHX Text Remove existing bridge abutments and fence posts near abutments

AutoCAD SHX Text Culvert 2 outlet

AutoCAD SHX Text Existing fence, remove and replace as needed

AutoCAD SHX Text Sta. 19+26.6 Culvert 2 Outlet

AutoCAD SHX Text Culvert 3 inlet modification See Dwg. No. 519-417-62

AutoCAD SHX Text Sta. 21+00 Canal Transition 4

AutoCAD SHX Text Canal Transition 4 see Dwg. No. 519-417-53

AutoCAD SHX Text New canal invert

AutoCAD SHX Text Existing invert

AutoCAD SHX Text El. 6877.77

AutoCAD SHX Text El. 6877.33

AutoCAD SHX Text El. 6875.66

AutoCAD SHX Text El. 6874.69

AutoCAD SHX Text Hydraulic Properties

AutoCAD SHX Text Section

AutoCAD SHX Text Q

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text b

AutoCAD SHX Text d

AutoCAD SHX Text R

AutoCAD SHX Text n

AutoCAD SHX Text s

AutoCAD SHX Text h

AutoCAD SHX Text H

AutoCAD SHX Text S.S.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 22.70

AutoCAD SHX Text 4.85

AutoCAD SHX Text

AutoCAD SHX Text 2.37

AutoCAD SHX Text 1.56

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.0007

AutoCAD SHX Text 5.00

AutoCAD SHX Text 6.25

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 5.25

AutoCAD SHX Text

AutoCAD SHX Text 22.70

AutoCAD SHX Text 4.85

AutoCAD SHX Text

AutoCAD SHX Text 2.37

AutoCAD SHX Text 1.56

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.0007

AutoCAD SHX Text 5.25

AutoCAD SHX Text 6.50

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 21.03

AutoCAD SHX Text 5.23

AutoCAD SHX Text

AutoCAD SHX Text 2.25

AutoCAD SHX Text 1.49

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.0044

AutoCAD SHX Text

AutoCAD SHX Text 6.25

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text Properties represent normal depth conditions and may not represent actual conditions due to backwater from culverts, drops, or check structures.

AutoCAD SHX Text Remove existing check structure, AutoCAD SHX Text Matchline Sta. 19+00

AutoCAD SHX Text Matchline Sta. 27+75

AutoCAD SHX Text El. 6877.64

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ADMIN APPROVAL -

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

KEVIN L MORAN, P.E. /S/

AutoCAD SHX Text

JOSHUA DUNHAM, P.E. /S/

AutoCAD SHX Text

MARK WERNKE P.E. /S/

AutoCAD SHX Text Technical Services Division Manager

AutoCAD SHX Text Safety ladders B and safety cable with floats, see Dwg. No. 519-417-63

AutoCAD SHX Text Safety ladders B and safety cable with floats

AutoCAD SHX Text Sta. 25+10 Safety Ladders B and Safety Cable with Floats

AutoCAD SHX Text Sta. 27+40 Safety Ladders B and Safety Cable with Floats

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Remove wire fence crossing and H-brace.

AutoCAD SHX Text Remove trees as needed

AutoCAD SHX Text See Note 1 below.

AutoCAD SHX Text Notes: 1) If existing irrigation ditches are disturbed, reestablish the ditches at a 0.05% slope If existing irrigation ditches are disturbed, reestablish the ditches at a 0.05% slope starting at El. 6879.98 where the turnout pipe daylights. The north turnout ditch splits to have one ditch going north to the property boundary, and the other going south to the road crossing. Connect both ditches traveling south to the piped road crossings shown on the drawings. Narrow the O&M road to 10 feet wide if needed to allow both ditches access to the established road crossings. 2) For this section, approximately 150 feet of fence expected to be removed and disposed For this section, approximately 150 feet of fence expected to be removed and disposed of, none to be replaced.

AutoCAD SHX Text Remove fence as needed

AutoCAD SHX Text Drain Inlet See Dwg. No. 519-417-64

AutoCAD SHX Text Sta. 27+25 Drain Inlet

AutoCAD SHX Text ROW Limits 30' from center, each side

AutoCAD SHX Text Horizontal directional drilling under road.

Road crossings

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ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

FLORIDA PROJECT

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

FLORIDA CANAL

AutoCAD SHX Text

PLAN AND PROFILE STA. 27+75 TO 36+50

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

STA. 27+75 TO 36+50

AutoCAD SHX Text

GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-26

AutoCAD SHX Text 2019-05-02

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text AutoCAD Rel. 22.0s

AutoCAD SHX Text

FLO-18B1 FLORIDA CANAL 2.DWG

AutoCAD SHX Text

SEPTEMBER 11, 2020 08:03

AutoCAD SHX Text

ALIMBACH

AutoCAD SHX Text Slope = 0.00096

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Top of canal

AutoCAD SHX Text Culvert 3 outlet modification See Dwg. No. 519-417-62

AutoCAD SHX Text Existing fence, remove and replace as needed, use as ROW limit for shared access

AutoCAD SHX Text Sta. 27+93.5 Culvert 3 Outlet

AutoCAD SHX Text Sta. 33+00 Canal Transition 5

AutoCAD SHX Text Canal Transition 5 see Dwg. No. 519-417-53

AutoCAD SHX Text New canal invert

AutoCAD SHX Text Existing fence, do not disturb

AutoCAD SHX Text Existing invert

AutoCAD SHX Text Control 003

AutoCAD SHX Text El. 6874.48

AutoCAD SHX Text El. 6873.65

AutoCAD SHX Text Hydraulic Properties

AutoCAD SHX Text Section

AutoCAD SHX Text Q

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text b

AutoCAD SHX Text d

AutoCAD SHX Text R

AutoCAD SHX Text n

AutoCAD SHX Text s

AutoCAD SHX Text h

AutoCAD SHX Text H

AutoCAD SHX Text S.S.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 27.53

AutoCAD SHX Text 4.00

AutoCAD SHX Text

AutoCAD SHX Text 2.73

AutoCAD SHX Text 1.74

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00096

AutoCAD SHX Text 4.00

AutoCAD SHX Text 5.25

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 4.5

AutoCAD SHX Text

AutoCAD SHX Text 27.53

AutoCAD SHX Text 4.00

AutoCAD SHX Text

AutoCAD SHX Text 2.73

AutoCAD SHX Text 1.74

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00096

AutoCAD SHX Text 4.50

AutoCAD SHX Text 5.75

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text Properties represent normal depth conditions and may not represent actual conditions due to backwater from culverts, drops, or check structures.

AutoCAD SHX Text Matchline Sta. 27+75

AutoCAD SHX Text Matchline Sta. 36+50

AutoCAD SHX Text El. 6873.99

AutoCAD SHX Text Existing O&M road is under shared use agreement with landowner, maintain alignment, regrade as needed and provide new gravel after construction.

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ADMIN APPROVAL -

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

KEVIN L MORAN, P.E. /S/

AutoCAD SHX Text

JOSHUA DUNHAM, P.E. /S/

AutoCAD SHX Text

MARK WERNKE P.E. /S/

AutoCAD SHX Text Technical Services Division Manager

AutoCAD SHX Text Sta. 35+00 Safety Ladders B

AutoCAD SHX Text Safety Ladders B, see Dwg. No. 519-417-63

AutoCAD SHX Text Transition shared road to new O&M road between 34+75 and 35+25. Confirm location prior to construction.

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Ditch diversion structure and culvert, replace if disturbed.

AutoCAD SHX Text Furnish and install 12" CMP to cross O&M road and connect ditch to land owners existing PIP. PIP may be moved during construction but must be reestablished to existing conditions or better.

AutoCAD SHX Text Existing metal Parshall flume and ditch, reestablish if disturbed. Ditch slope approx. -0.2%

AutoCAD SHX Text Large Cottenwood, do not disturb

AutoCAD SHX Text Remove and replace fence as needed.

AutoCAD SHX Text Sta. 34+50 Drain Inlet

AutoCAD SHX Text Drain Inlet, see Dwg. No. 519-417-64

AutoCAD SHX Text ROW Limits 30' from center, each side

AutoCAD SHX Text Notes: 1) For this section, approximately 80 feet of fence expected to be removed and replaced. For this section, approximately 80 feet of fence expected to be removed and replaced.

Horizontal directional drilling under road.

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AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

FLORIDA PROJECT

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

FLORIDA CANAL

AutoCAD SHX Text

PLAN AND PROFILE STA. 36+50 TO 43+00

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

STA. 36+50 TO 43+00

AutoCAD SHX Text

GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-27

AutoCAD SHX Text 2019-05-02

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text AutoCAD Rel. 22.0s

AutoCAD SHX Text

FLO-18B1 FLORIDA CANAL 2.DWG

AutoCAD SHX Text

SEPTEMBER 11, 2020 08:03

AutoCAD SHX Text

ALIMBACH

AutoCAD SHX Text Slope = 0.00096

AutoCAD SHX Text Edge of new O&M road

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Top of canal

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Existing fence, do not disturb

AutoCAD SHX Text New canal invert

AutoCAD SHX Text Existing invert

AutoCAD SHX Text Matchline Sta. 36+50

AutoCAD SHX Text Matchline Sta. 43+00

AutoCAD SHX Text Canal Transition 6 see Dwg. No. 519-417-53

AutoCAD SHX Text El. 6873.65

AutoCAD SHX Text El. 6873.03

AutoCAD SHX Text Sta. 40+00 Canal Transition 6

AutoCAD SHX Text Hydraulic Properties

AutoCAD SHX Text Section

AutoCAD SHX Text Q

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text b

AutoCAD SHX Text d

AutoCAD SHX Text R

AutoCAD SHX Text n

AutoCAD SHX Text s

AutoCAD SHX Text h

AutoCAD SHX Text H

AutoCAD SHX Text S.S.

AutoCAD SHX Text 4.5

AutoCAD SHX Text

AutoCAD SHX Text 27.53

AutoCAD SHX Text 4.00

AutoCAD SHX Text

AutoCAD SHX Text 2.73

AutoCAD SHX Text 1.74

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00096

AutoCAD SHX Text 4.50

AutoCAD SHX Text 5.75

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 27.53

AutoCAD SHX Text 4.00

AutoCAD SHX Text

AutoCAD SHX Text 2.73

AutoCAD SHX Text 1.74

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00096

AutoCAD SHX Text 5.00

AutoCAD SHX Text 6.25

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text Properties represent normal depth conditions and may not represent actual conditions due to backwater from culverts, drops, or check structures.

AutoCAD SHX Text El. 6873.32

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ADMIN APPROVAL -

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

KEVIN L MORAN, P.E. /S/

AutoCAD SHX Text

JOSHUA DUNHAM, P.E. /S/

AutoCAD SHX Text

MARK WERNKE P.E. /S/

AutoCAD SHX Text Technical Services Division Manager

AutoCAD SHX Text Sta. 42+50 Safety Ladders B

AutoCAD SHX Text Safety Ladders B

AutoCAD SHX Text Approx. location of buried gas line

AutoCAD SHX Text Drain Inlet see Dwg. No. 519-417-64

AutoCAD SHX Text Sta. 41+40 Drain Inlet

AutoCAD SHX Text ROW Limits 30' from center, each side

Land owner's irrigation pipe transitions into open ditch, reestablish if disturbed. Approximate slope of open ditch to Sta. 42+00 is 0.3%

W in theWa estter

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AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

FLORIDA PROJECT

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

FLORIDA CANAL

AutoCAD SHX Text

PLAN AND PROFILE STA. 43+00 TO 51+00

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

STA. 43+00 TO 51+00

AutoCAD SHX Text

GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-28

AutoCAD SHX Text 2019-05-02

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text AutoCAD Rel. 22.0s

AutoCAD SHX Text

FLO-18B1 FLORIDA CANAL 2.DWG

AutoCAD SHX Text

SEPTEMBER 11, 2020 08:03

AutoCAD SHX Text

ALIMBACH

AutoCAD SHX Text Slope = 0.00096

AutoCAD SHX Text Edge of new O&M road

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Top of canal

AutoCAD SHX Text Existing fence, do not disturb

AutoCAD SHX Text Sta. 46+00 Canal Transition 7

AutoCAD SHX Text Canal Transition 7 see Dwg. No. 519-417-53

AutoCAD SHX Text New canal invert

AutoCAD SHX Text Existing invert

AutoCAD SHX Text Approximately 50 4"-10" trees near edge of canal, remove as needed.

AutoCAD SHX Text Check 2 and Transition see Dwg. No. 519-417-59

AutoCAD SHX Text Existing turnout structure see Dwg. No. 519-417-58

AutoCAD SHX Text Sta. 49+90 Check 2 Transition Safety Ladder B and Safety Cable with Floats

AutoCAD SHX Text Matchline Sta. 43+00

AutoCAD SHX Text Matchline Sta. 51+00

AutoCAD SHX Text El. 6872.26

AutoCAD SHX Text Hydraulic Properties

AutoCAD SHX Text Section

AutoCAD SHX Text Q

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text b

AutoCAD SHX Text d

AutoCAD SHX Text R

AutoCAD SHX Text n

AutoCAD SHX Text s

AutoCAD SHX Text h

AutoCAD SHX Text H

AutoCAD SHX Text S.S.

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 27.53

AutoCAD SHX Text 4.00

AutoCAD SHX Text

AutoCAD SHX Text 2.73

AutoCAD SHX Text 1.74

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00096

AutoCAD SHX Text 5.00

AutoCAD SHX Text 6.25

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 5.25

AutoCAD SHX Text

AutoCAD SHX Text 27.53

AutoCAD SHX Text 4.00

AutoCAD SHX Text

AutoCAD SHX Text 2.73

AutoCAD SHX Text 1.74

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00096

AutoCAD SHX Text 5.25

AutoCAD SHX Text 6.50

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 4.5

AutoCAD SHX Text

AutoCAD SHX Text 29.33

AutoCAD SHX Text 3.75

AutoCAD SHX Text

AutoCAD SHX Text 2.85

AutoCAD SHX Text 1.80

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00084

AutoCAD SHX Text 4.25

AutoCAD SHX Text 5.50

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text Properties represent normal depth conditions and may not represent actual conditions due to backwater from culverts, drops, or check structures.

AutoCAD SHX Text El. 6873.03

AutoCAD SHX Text El. 6872.74

AutoCAD SHX Text Slope = 0.00084

AutoCAD SHX Text El. 6872.37

AutoCAD SHX Text Existing fence, remove corner and realign as directed by COR.

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ADMIN APPROVAL -

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

KEVIN L MORAN, P.E. /S/

AutoCAD SHX Text

JOSHUA DUNHAM, P.E. /S/

AutoCAD SHX Text

MARK WERNKE P.E. /S/

AutoCAD SHX Text Technical Services Division Manager

AutoCAD SHX Text Safety ladders B and safety cables with floats, see Dwg. No. 519-417-63

AutoCAD SHX Text Sta. 50+30 Turnout for Check 2

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Cowboy Church Staging Area

AutoCAD SHX Text ROW Limits 30' from center, each side

AutoCAD SHX Text Existing fence, remove and replace as needed.

AutoCAD SHX Text Notes: 1) For this section, approximately 430 feet of fence expected to be removed and For this section, approximately 430 feet of fence expected to be removed and replaced.

AutoCAD SHX Text Existing grouted boulders and headwalls to be removed, both sides of turnout.

AutoCAD SHX Text Sta. 50+67 Begin Canal Section 4.5

AutoCAD SHX Text Sta. 50+00, end Phase 1, start Phase 2 See Dwg. No. 519-417-59 for transverse liner termination.

Sta. 50+00 Start Phase 2, End Phase 1

W in theWa estter

SCALE OF FEET

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SCALE OF FEET

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AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

FLORIDA PROJECT

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

FLORIDA CANAL

AutoCAD SHX Text

PLAN AND PROFILE STA. 51+00 TO 57+50

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

STA. 51+00 TO 57+50

AutoCAD SHX Text

GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-29

AutoCAD SHX Text 2019-05-02

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text AutoCAD Rel. 22.0s

AutoCAD SHX Text

FLO-18B1 FLORIDA CANAL 2.DWG

AutoCAD SHX Text

SEPTEMBER 11, 2020 08:03

AutoCAD SHX Text

ALIMBACH

AutoCAD SHX Text Slope = 0.00084

AutoCAD SHX Text Edge of new O&M road

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Top of canal

AutoCAD SHX Text Existing fence, do not disturb

AutoCAD SHX Text New canal invert

AutoCAD SHX Text Existing invert

AutoCAD SHX Text Sta. 54+50 Canal Transition 8

AutoCAD SHX Text Canal Transition 8 see Dwg. No. 519-417-53

AutoCAD SHX Text Matchline Sta. 51+00

AutoCAD SHX Text El. 6871.71

AutoCAD SHX Text Hydraulic Properties

AutoCAD SHX Text Section

AutoCAD SHX Text Q

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text b

AutoCAD SHX Text d

AutoCAD SHX Text R

AutoCAD SHX Text n

AutoCAD SHX Text s

AutoCAD SHX Text h

AutoCAD SHX Text H

AutoCAD SHX Text S.S.

AutoCAD SHX Text 4.5

AutoCAD SHX Text

AutoCAD SHX Text 29.33

AutoCAD SHX Text 3.75

AutoCAD SHX Text

AutoCAD SHX Text 2.85

AutoCAD SHX Text 1.80

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00084

AutoCAD SHX Text 4.50

AutoCAD SHX Text 5.75

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 4.75

AutoCAD SHX Text

AutoCAD SHX Text 29.33

AutoCAD SHX Text 3.75

AutoCAD SHX Text

AutoCAD SHX Text 2.85

AutoCAD SHX Text 1.80

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00084

AutoCAD SHX Text 4.75

AutoCAD SHX Text 6.00

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text Properties represent normal depth conditions and may not represent actual conditions due to backwater from culverts, drops, or check structures.

AutoCAD SHX Text El. 6872.26

AutoCAD SHX Text Matchline Sta. 57+50

AutoCAD SHX Text El. 6871.96

AutoCAD SHX Text Pipe overchute, remove and replace, see Dwg. No. 519-417-65

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ADMIN APPROVAL -

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

KEVIN L MORAN, P.E. /S/

AutoCAD SHX Text

JOSHUA DUNHAM, P.E. /S/

AutoCAD SHX Text

MARK WERNKE P.E. /S/

AutoCAD SHX Text Technical Services Division Manager

AutoCAD SHX Text Sta. 55+50 Safety Ladders B

AutoCAD SHX Text Safety Ladders B

AutoCAD SHX Text Existing fence and gates to be removed. Leave gates for land owners.

AutoCAD SHX Text ROW Limits 30' from center, each side

AutoCAD SHX Text Remove trees as needed

AutoCAD SHX Text Approx. 400 ft of buried irrigation pipe (PIP), replace if disturbed.

Storage pond, do not disturb. Narrow O&M road to 10' if needed

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AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

FLORIDA PROJECT

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

FLORIDA CANAL

AutoCAD SHX Text

PLAN AND PROFILE STA. 57+50 TO 65+50

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

STA. 57+50 TO 65+50

AutoCAD SHX Text

GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-30

AutoCAD SHX Text 2019-05-02

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text AutoCAD Rel. 22.0s

AutoCAD SHX Text

FLO-18B1 FLORIDA CANAL 2.DWG

AutoCAD SHX Text

SEPTEMBER 11, 2020 08:03

AutoCAD SHX Text

ALIMBACH

AutoCAD SHX Text Slope = 0.00084

AutoCAD SHX Text Edge of new O&M road

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Top of canal

AutoCAD SHX Text Existing fence and gates to be removed, salvage gates for property owner

AutoCAD SHX Text New canal invert

AutoCAD SHX Text Existing invert

AutoCAD SHX Text Remove existing trees as needed

AutoCAD SHX Text Sta. 62+00 Canal Transition 10

AutoCAD SHX Text Canal Transition 9 see Dwg. No. 519-417-53

AutoCAD SHX Text Matchline Sta. 65+50

AutoCAD SHX Text El. 6871.04

AutoCAD SHX Text Hydraulic Properties

AutoCAD SHX Text Section

AutoCAD SHX Text Q

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text b

AutoCAD SHX Text d

AutoCAD SHX Text R

AutoCAD SHX Text n

AutoCAD SHX Text s

AutoCAD SHX Text h

AutoCAD SHX Text H

AutoCAD SHX Text S.S.

AutoCAD SHX Text 4.75

AutoCAD SHX Text

AutoCAD SHX Text 29.33

AutoCAD SHX Text 3.75

AutoCAD SHX Text

AutoCAD SHX Text 2.85

AutoCAD SHX Text 1.80

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00084

AutoCAD SHX Text 4.75

AutoCAD SHX Text 6.00

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 29.33

AutoCAD SHX Text 3.75

AutoCAD SHX Text

AutoCAD SHX Text 2.85

AutoCAD SHX Text 1.80

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00084

AutoCAD SHX Text 5.00

AutoCAD SHX Text 6.25

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 5.25

AutoCAD SHX Text

AutoCAD SHX Text 29.33

AutoCAD SHX Text 3.75

AutoCAD SHX Text

AutoCAD SHX Text 2.85

AutoCAD SHX Text 1.80

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00084

AutoCAD SHX Text 5.25

AutoCAD SHX Text 6.50

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text Properties represent normal depth conditions and may not represent actual conditions due to backwater from culverts, drops, or check structures.

AutoCAD SHX Text El. 6871.71

AutoCAD SHX Text Matchline Sta. 57+50

AutoCAD SHX Text Sta. 65+50 Canal Transition 11

AutoCAD SHX Text Canal Transition 10 see Dwg. No. 519-417-53

AutoCAD SHX Text El. 6871.33

AutoCAD SHX Text Stock water depression, do not disturb

AutoCAD SHX Text Stock water depression, do not disturb

AutoCAD SHX Text Pipe overchute, remove and replace at Sta. 63+00, see Dwg. No. 519-417-65

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ADMIN APPROVAL -

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

KEVIN L MORAN, P.E. /S/

AutoCAD SHX Text

JOSHUA DUNHAM, P.E. /S/

AutoCAD SHX Text

MARK WERNKE P.E. /S/

AutoCAD SHX Text Technical Services Division Manager

AutoCAD SHX Text Sta. 61+00 Safety Ladders B

AutoCAD SHX Text Safety Ladders B

AutoCAD SHX Text Sta. 58+00 Canal Transition 9

AutoCAD SHX Text El. 6871.67

AutoCAD SHX Text Canal Transition 11 see Dwg. No. 519-417-53

AutoCAD SHX Text Sta. 58+50 Drain Inlet

AutoCAD SHX Text Drain Inlet see Dwg. No. 519-417-64

AutoCAD SHX Text ROW Limits 30' from center, each side

AutoCAD SHX Text Location of new pipe overchute. Dam the existing drainage ditch just downstream of pipe overchute inlet. See Dwg. No. 519-417-65

AutoCAD SHX Text Existing drain ditch, reestablish if disturbed.

Existing fence and gate to be removed, salvage gate for property owner

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AutoCAD SHX Text

ALWAYS THINK

AutoCAD SHX Text

SAFETY

AutoCAD SHX Text

SHEET

AutoCAD SHX Text

PLOTTED BY

AutoCAD SHX Text

CAD FILENAME

AutoCAD SHX Text

DATE AND TIME PLOTTED

AutoCAD SHX Text

CAD SYSTEM

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text D

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text B

AutoCAD SHX Text A

AutoCAD SHX Text

AutoCAD SHX Text

BUREAU OF RECLAMATION

AutoCAD SHX Text

U.S. DEPARTMENT OF THE INTERIOR

AutoCAD SHX Text

FLORIDA PROJECT

AutoCAD SHX Text

COLORADO

AutoCAD SHX Text

FLORIDA CANAL

AutoCAD SHX Text

PLAN AND PROFILE STA. 65+50 TO 75+00

AutoCAD SHX Text

PLAN AND PROFILE

AutoCAD SHX Text

STA. 65+50 TO 75+50

AutoCAD SHX Text

GRAND JUNCTION, CO

AutoCAD SHX Text 519-417-31

AutoCAD SHX Text 2019-05-02

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text AutoCAD Rel. 22.0s

AutoCAD SHX Text

FLO-18B1 FLORIDA CANAL 2.DWG

AutoCAD SHX Text

SEPTEMBER 11, 2020 08:03

AutoCAD SHX Text

ALIMBACH

AutoCAD SHX Text Slope = 0.00084

AutoCAD SHX Text Slope = 0.00071

AutoCAD SHX Text Edge of new O&M road

AutoCAD SHX Text Top of bank

AutoCAD SHX Text Top of canal

AutoCAD SHX Text Culvert 4 inlet/outlet modification See Dwg. No. 519-417-62

AutoCAD SHX Text Sta. 67+24 Culvert 4 Outlet

AutoCAD SHX Text New canal invert

AutoCAD SHX Text Existing fence and gate, remove and replace as needed

AutoCAD SHX Text Existing invert

AutoCAD SHX Text Control 001

AutoCAD SHX Text Sta. 66+84 Culvert 4 Inlet

AutoCAD SHX Text Existing fence, remove and replace as needed

AutoCAD SHX Text Horizontal directional drilling under road.

AutoCAD SHX Text Sta. 71+00 Canal Transition 12

AutoCAD SHX Text El. 6870.22

AutoCAD SHX Text Hydraulic Properties

AutoCAD SHX Text Section

AutoCAD SHX Text Q

AutoCAD SHX Text A

AutoCAD SHX Text V

AutoCAD SHX Text b

AutoCAD SHX Text d

AutoCAD SHX Text R

AutoCAD SHX Text n

AutoCAD SHX Text s

AutoCAD SHX Text h

AutoCAD SHX Text H

AutoCAD SHX Text S.S.

AutoCAD SHX Text 5.5

AutoCAD SHX Text

AutoCAD SHX Text 29.33

AutoCAD SHX Text 3.75

AutoCAD SHX Text

AutoCAD SHX Text 2.85

AutoCAD SHX Text 1.80

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00084

AutoCAD SHX Text 5.50

AutoCAD SHX Text 6.75

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 4.25

AutoCAD SHX Text

AutoCAD SHX Text 31.36

AutoCAD SHX Text 3.51

AutoCAD SHX Text

AutoCAD SHX Text 2.99

AutoCAD SHX Text 1.87

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00071

AutoCAD SHX Text 4.25

AutoCAD SHX Text 5.50

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 4.5

AutoCAD SHX Text

AutoCAD SHX Text 31.36

AutoCAD SHX Text 3.51

AutoCAD SHX Text

AutoCAD SHX Text 2.99

AutoCAD SHX Text 1.87

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00071

AutoCAD SHX Text 4.50

AutoCAD SHX Text 5.75

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text 4.75

AutoCAD SHX Text

AutoCAD SHX Text 31.36

AutoCAD SHX Text 3.51

AutoCAD SHX Text

AutoCAD SHX Text 2.99

AutoCAD SHX Text 1.87

AutoCAD SHX Text 0.017

AutoCAD SHX Text 0.00071

AutoCAD SHX Text 4.75

AutoCAD SHX Text 6.00

AutoCAD SHX Text 1.5:1

AutoCAD SHX Text Properties represent normal depth conditions and may not represent actual conditions due to backwater from culverts, drops, or check structures.

AutoCAD SHX Text El. 6871.04

AutoCAD SHX Text Canal Transition 12 see Dwg. No. 519-417-53

AutoCAD SHX Text El. 6870.93

AutoCAD SHX Text El. 6870.77

AutoCAD SHX Text Matchline Sta. 65+50

AutoCAD SHX Text Matchline Sta. 75+00

AutoCAD SHX Text El. 6870.50

AutoCAD SHX Text 15" steel pipe overchute, with control block remove and reuse, see Dwg. No. 519-417-65.

AutoCAD SHX Text

DESIGNED

AutoCAD SHX Text

DRAWN

AutoCAD SHX Text

CHECKED

AutoCAD SHX Text

TECH. APPR.

AutoCAD SHX Text

APPROVED

AutoCAD SHX Text

ADMIN APPROVAL -

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

ANDREW P LIMBACH /S/

AutoCAD SHX Text

KEVIN L MORAN, P.E. /S/

AutoCAD SHX Text

JOSHUA DUNHAM, P.E. /S/

AutoCAD SHX Text

MARK WERNKE P.E. /S/

AutoCAD SHX Text Technical Services Division Manager

AutoCAD SHX Text Safety ladders B and safety cables with floats, see Dwg. No. 519-417-63

AutoCAD SHX Text Sta. 74+75 Safety Ladders B

AutoCAD SHX Text Safety Ladders B

AutoCAD SHX Text Sta. 66+65 Safety Ladders B and Safety Cables with Floats

AutoCAD SHX Text Sta. 74+00 Canal Transition 13

AutoCAD SHX Text El. 6870.29

AutoCAD SHX Text Remove existing 6" PVC pipe draining into canal and leave for property owner, see Note 2 for field drain.

AutoCAD SHX Text Sta. 66+50 Drain Inlet

AutoCAD SHX Text Drain Inlet, see Dwg. No. 519-417-64

AutoCAD SHX Text ROW Limits 30' from center, each side

AutoCAD SHX Text Stock water depression, do not disturb

AutoCAD SHX Text Notes: 1) For this section, approximately 100 feet of fence expected to be removed and For this section, approximately 100 feet of fence expected to be removed and replaced. 2) Stop typical field drain just downstream of the drain inlet at 71+50 and continue Stop typical field drain just downstream of the drain inlet at 71+50 and continue typical field drain just downstream of the pipe overchute around 71+80, leaving room to reestablish irrigation ditch to the pipe overchute.

AutoCAD SHX Text Drain Inlet, see Dwg. No. 519-417-64

AutoCAD SHX Text Sta. 71+50 Drain Inlet

Canal Transition 13 see Dwg. No. 519-417-53

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