A06_Drawings.pdf
PDF 1 MB Posted
- Attached to
- DRAG RESERVOIR SOLAR STOCK WATER SYSTEM
- Solicitation number
- 140L3623Q0035
About this file
This set of AutoCAD drawings and specifications is for a federal contract opportunity to install a solar stock water system at the Drag Reservoir in Petroleum County, Montana. The project involves installing approximately 1,050 linear feet of 2-inch HDPE pipeline from an infiltration well and solar pump station to provide water for livestock. Other key elements include an air vent, curb stops to tie into the existing pipeline, and fencing around the solar array. The specifications provide details on the required well pump, solar panels, and control panel to power the system. The drawings depict the site layout, pipeline profile, and construction details. The related solicitation is from the Bureau of Land Management for the Drag Reservoir Solar Stock Water System under opportunity number 140L3623Q0035.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| A06_Specifications.pdf | ||
| B03_DBA_WD_MT20230077_Rev_Date_06_16_2023.pdf | ||
| BID_SCHEDULE.pdf | ||
| B08_Past_Performance_Questionnaire.doc | DOC document | |
| Sol_140L3623Q0035.pdf |
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Text version
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PHILLIPS COUNTY
AutoCAD SHX Text Winnett
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BOHEMAIN
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CORNER
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MISSOURI RIVER
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FERGUS CO.
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PETROLEUM CO.
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DRAG RESERVOIR
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VALENTINE RD
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79 TRAIL
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CROOKED CRK ROAD
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MUSSELSHELL RIVER
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47.38688 -108.13232
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PROFILE
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DESCRIPTION
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DRAG RESERVOIR SOLAR STOCKWATER CONTRACT
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PETROLEUM COUNTY
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CHINOOK
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BUTTE
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BILLINGS
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STATION 00+80 AIR VENT DESIGN ELEVATION +2665 (SEE DETAIL AND SPECIFICATIONS)
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STATION 00+00 INFILTRATION WELL AND WELL PUMP (SEE DETAIL AND SPECIFICATIONS)
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STATION 10+50 NEW CURB STOP (SEE DETAIL AND SPECIFICATIONS)
AutoCAD SHX Text DRAG RESERVOIR +2655 FULL POOL WATER SURFACE ELEVATION +2645 IS THE DESIGN ELEVATION
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CONTR SHALL REPAIR FENCE TO PRE CONSTRUCTION CONDITIONS
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STATION 2+25 SOLAR ARRAY W/ CONTROL PANEL (SEE DETAIL AND SPECIFICATIONS)
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2" DIA SDR 11 HDPE PIPELINE
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BUREAU OF LAND MANAGEMENT
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LEWISTOWN FIELD OFFICE
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JOHN HUNTER
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DRAG RESERVOIR SOLAR STOCKWATER CONTRACT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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MONTANA
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SCALE 1" = 100.0'
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THINK SAFETY ALWAY CALL BEFORE DIGGING 1-800-424-5555
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LEGEND
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HDPE PIPELINE ELECTRICAL LINES FENCE DETAIL POINT (SEE DWGS OR SPECIFICATIONS
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NOTES
1. ALL STATIONS AND DIMENSIONS ON THE DRAWINGS ARE ALL STATIONS AND DIMENSIONS ON THE DRAWINGS ARE APPROXIMATE AND THE CONTRACTOR WILL BE PAID FOR ACTUAL WORK MEASURED IN THE FIELD 2. CONTRACTOR IS RESPONSIBLE FOR MARKING OUT ALL CONTRACTOR IS RESPONSIBLE FOR MARKING OUT ALL UNDERGROUND UTILITIES USING THE UTILITY UNDERGROUND LOCATION CENTER 1-800-424-5555. THIS IS REQUIRED EVEN IF THE POSSIBILITY OF UNDERGROUND UTILITIES ARE NOT EXPECTED. 3. ALL LOCATIONS, AND ALIGNMENTS WILL BE STAKED IN THE ALL LOCATIONS, AND ALIGNMENTS WILL BE STAKED IN THE FIELD BY THE GOVERNMENT. 4. THE CONTRACTOR WILL BE REQUIRED TO REPAIR TO THE THE CONTRACTOR WILL BE REQUIRED TO REPAIR TO THE SAME CONDITIONS AS BEFORE THE CONSTRUCTION ANY ROADS, FENCES, DAMS, OR ANY OTHER MAN MADE APPURTENANCES BEFORE BEING ISSUED FINAL PAYMENT. 5. MINIMUM BURY DEPTH FOR HDPE PIPELINE IS TO BE 72" MINIMUM BURY DEPTH FOR HDPE PIPELINE IS TO BE 72" 6. MINIMUM BURY DEPTH FOR ELECTRICAL CONDUCTORS IS TO MINIMUM BURY DEPTH FOR ELECTRICAL CONDUCTORS IS TO BE 24" 7. USE SELECT ROCK FREE BACKFILL AROUND PIPELINE USE SELECT ROCK FREE BACKFILL AROUND PIPELINE (12"THK MIN)
2665.0
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AutoCAD SHX Text 2635.0
AutoCAD SHX Text 2625.0
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AutoCAD SHX Text 00+80 AIR VENT (SEE SPECIFICATIONS) MINIMUN PRESSURE AT AIR VENT SHOULD BE 16 PSI
AutoCAD SHX Text 10+50 CURB STOP/ TIE INTO EXISTING PIPELINE SEE SPECIFICATIONS, AND DETAIL A ON SHT 3
AutoCAD SHX Text 00+80 INFILTRATION GALLERY w/ WELL PUMP SEE SPECIFICATIONS
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1050 LINEAR FEET OF 2" SDR 11 HDPE PIPE (6' BURY DEPTH, SEE SPECIFICATIONS)
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GROUND SURFACE
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HDPE PIPELINE
AutoCAD SHX Text HDPE CAP 10 FEET OF 2" DIA SDR 11 HDPE PIPE 2" DIA CURB STOP AND CURB BOX (SEE SPECIFICATIONS)(2) 2" STAINLESS STEEL TRANSITIONS 2 X 2 HDPE TEE (1) 2" STAINLESS STEEL TRANSITIONS, (1) 2" DIA PVC F THREAD X SLIP ADAPTOR EXISTING 2" DIA SCHEDULE 40 PVC PIPELINE. (CONTRACTOR SHALL VERIFY EXISTING PIPE DIMENSIONS BEFORE PURCHASING FITTINGS, ADDITIONAL FITTINGS MAY BE REQUIRED.)
AutoCAD SHX Text 2" DIA CURB STOP AND CURB BOX (SEE DETAILS AND SPECIFICATIONS) (2) 2" STAINLESS STEEL TRANSITIONS NEW 2" DIA SDR 11 HDPE PIPELINE
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MODEL/ DISCRIPTION
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ORDER CODE
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INPUT POWER
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MAXIMUM PEAK FLOWRATE (GPM)
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DAILY AVG WATER PRODUCTION (GAL)
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VOLUME/ WATT (GAL)
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MIN REQ SOLAR ARRAY VMPP(V)
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MIN REQ SOLAR ARRAY POWER (W)
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DC/AC
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MODEL/ DISCRIPTION
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DAILY AVG WATER PRODUCTION (GAL)
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VOLUME/ WATT (GAL)
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MIN REQ SOLAR ARRAY VMPP(V)
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PANELS PER SERIES STRING
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# OF SERIES OF STRINGS
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TOTAL # OF PANELS
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MOTOR VOLTAGE (V)
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15SDSP-0.75HP
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DC/AC
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JOHN HUNTER
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PIPELINE PROFILE
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DRAG RESERVOIR SOLAR STOCKWATER CONTRACT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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MONTANA
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THINK SAFETY ALWAY CALL BEFORE DIGGING 1-800-424-5555
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SOLAR ARRAY AND PUMP CHARATERISTICS
NOTES: 1. THE CHART ABOVE IS FOR EQUIPMENT THE CHART ABOVE IS FOR EQUIPMENT MANUFACTURER BY FRANKLIN ELECTRIC. ANY EQUIPMENT MEETING THE SAME SALIENT FEATURES WILL BE ACCEPTABLE, SUBMITTAL APPROVAL WILL BE REQUIRED 2. TO TOTAL HEAD AT THE PUMP SHALL BE 60' TO TOTAL HEAD AT THE PUMP SHALL BE 60' OF H O. 2O. 3. CONFIRM WITH MANUFACTURER THAT THE CONFIRM WITH MANUFACTURER THAT THE INFORMATION IN THE PREVIOUS CHART IS CURRENT AND VALID. 4. AN ARC-LESS DISCONNECT IS REQUIRED AN ARC-LESS DISCONNECT IS REQUIRED BETWEEN THE SOLAR CELLS AND THE CONTROL UNIT. THIS SHALL BE SPECIFIED BY THE MANUFACTURER AND INSTALLED AS PER THE MANUFACTURER'S SPECIFICATIONS. 5. THE SOLAR SYSTEM SHALL BE BONDED TO THE THE SOLAR SYSTEM SHALL BE BONDED TO THE WELL CASING WIITH A COMMON GROUND. 6. THE PUMP CONTROLLER SHALL BE CONFIGURED THE PUMP CONTROLLER SHALL BE CONFIGURED TO OPERATE ON SYSTEM PRESSURE. ONCE THE SET POINT IS REACHED THE PUMP WILL SHUT OFF. 7. ALL WORK SHALL COMPLY WITH NFPA 70 OR ALL WORK SHALL COMPLY WITH NFPA 70 OR THE NATIONAL ELECTRICAL CODE OF THE LATEST ADOPTED REVISION.
INFILTRATION GALLERY
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HDPE PIPE
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2" DR 11
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AutoCAD SHX Text NEW HDPE COVER (SEE SPECIFICATIONS) APPROXIMATE WSEL (WATER SURFACE ELEVATION) (NOTE: THIS CHANGES WITH RESERVOIR WSEL, FULL POOL ELEV. 2655) PIT RUN SAND GRAVEL (SEE SPECIFICATIONS) TYPICAL 3' MIN ALL AROUND CULVERT RESERVOIR EMBANKMENT PROPEX 801 GEOSYNTHETIC OR EQUAL WRAP EXTERIOR OF 3" DIA CULVERT (SEE SPECIFICATIONS)
AutoCAD SHX Text PIT RUN SAND GRAVEL (SEE SPECIFICATIONS) TYPICAL 3'MIN ALL AROUND CULVERT AND 1'MIN UNDER
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12" MIN
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APPROX ELEV. 2655
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ELEV. 2643
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ELEV. 2639
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ELEV. 2656 MIN
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JOHN HUNTER
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DRAG RESERVOIR SOLAR STOCKWATER CONTRACT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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24"
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OF ALL AIR AND VACUUM RELEASE VALVES
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TREATED 42" WOOD POST UPSTREAM OF VALVE (TYPICAL)
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AutoCAD SHX Text TREATED 42" WOOD POST UPSTREAM OF THE VALVE (TYPICAL) BURY DEPTH 24" BELOW NATURAL GROUND ELEVATION NATURAL GROUND LINE
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ELEVATION
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AutoCAD SHX Text NOTE: INSTALL PANEL FENCE AROUND THE SOLAR ARRAY. THE FENCE SHALL BE A EVEN 12" OC PANEL FENCE. UNDER THE RIGHT CONDITIONS THE FENCE COULD EXTEND 6" EITHER SIDE OF THE ARRAY. NO GATES REQUIRED.
AutoCAD SHX Text Notch ends of rails to lie flat against post at both ends. Minimum 2½" flat contact.
AutoCAD SHX Text Construction Screw size as specified. " X 6" 516" X 6"min, (3" penetration into post minimum) star drive, washer head "RSS" structural screws. Predrill hole if needed to prevent rail splitting Drive screw at slight downward angle.
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RAIL CONNECTION DETAIL
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JOHN HUNTER
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DRAG RESERVOIR SOLAR STOCKWATER CONTRACT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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MONTANA
SOLAR PANEL EXCLOSURE
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SCALE 1" = 50"
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6" TREATED WOOD POSTSSEE SPECIFICATIONS TYPICAL OF 9
AutoCAD SHX Text 4" TREATED WOOD RAILSSEE SPECIFICATIONS TYPICAL EXTEND PAST POST 4" BOTH WAYS ON CORNERS "TYPICAL"
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4" TREATED WOOD RAILSSEE SPECIFICATIONS TYPICAL
AutoCAD SHX Text OVERLAP 12" EITHER SIDE OF POST TYPICAL ALL CENTER POSTS INSTALL 4" POWDER RIVER GATE AT LOCATION APPROVED BY THE CONTRACTING OFFICER
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CENTER SOLAR COLLECTOR IN EXCLOSURE
AutoCAD SHX Text INSTALL A 4' POWDER RIVER MAN GATE AT A LOCATION APPROVED BY THE CONTRACTING OFFICER
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DATE:
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BUREAU OF LAND MANAGEMENT
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U.S. DEPARTMENT OF THE INTERIOR
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APPROVED BY:
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AUTOCAD NAME:
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DESIGNED BY:
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DRAWN BY:
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CHECKED BY:
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DATE:
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DATE:
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DESIGN OFFICE:
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DATE:
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LEWISTOWN FIELD OFFICE
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SHEET
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OF
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X.DWG
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LEWISTOWN FIELD OFFICE
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JOHN HUNTER
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JOHN HUNTER
AutoCAD SHX Text 10/19/21
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MARK
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REVISION
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DATE
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APPROVED
AutoCAD SHX Text DETAILS No. 3
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DRAG RESERVOIR SOLAR STOCKWATER CONTRACT
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
AutoCAD SHX Text 10/19/21
AutoCAD SHX Text X
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MONTANA
| Sheets and Views |
| 2021-10-19_ DRAG STOCKWATER CONTRACT-TITLE SHEET |
| 2021-10-19_ DRAG STOCKWATER CONTRACT-SITE PLAN |
| 2021-10-19_ DRAG STOCKWATER CONTRACT-PROFILE AND DETAILS |
| 2021-10-19_ DRAG STOCKWATER CONTRACT-DETAILS 1 |
| 2021-10-19_ DRAG STOCKWATER CONTRACT-DETAILS 2 |
| 2021-10-19_ DRAG STOCKWATER CONTRACT-DETAILS 3 |
| 2023-04-26T10:00:07-0600 | |
| JOHN HUNTER |
| 2023-04-26T10:00:52-0600 | |
| JOHN HUNTER |
| 2023-04-26T10:01:35-0600 | |
| JOHN HUNTER |
| 2023-04-26T10:02:21-0600 | |
| JOHN HUNTER |
| 2023-04-26T10:02:59-0600 | |
| JOHN HUNTER |
| 2023-04-26T10:30:12-0600 | |
| KATIE DECKER |
| 2023-04-26T10:31:09-0600 | |
| KATIE DECKER |
| 2023-04-26T10:32:25-0600 | |
| KATIE DECKER |
| 2023-04-26T10:33:12-0600 | |
| KATIE DECKER |
| 2023-04-26T10:33:57-0600 | |
| KATIE DECKER |
| 2023-04-26T10:58:12-0600 | |
| KATIE DECKER |
File details come from the government source that posted it. Updated .