Attachment_3_DRAWINGS.pdf
PDF 7 MB Posted
- Attached to
- BLM CO DEMO / REPLACE VAULT TOILET Federal contract opportunity
- Solicitation number
- 140L4221Q0023
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Updated_Amendment_002__Attachment_7_Questions_and_Answers_0002.docx | DOCX document | |
| Sol_140L4221Q0023_Amd_0002.pdf | ||
| Updated_Attachment_7_Questions_and_Answers_0001.docx | DOCX document | |
| Sol_140L4221Q0023_Amd_0001.pdf | ||
| Attachment_8_TiogaSpecial_Vault_Specs.pdf | ||
| Attachment_2_Statement_of_Work.pdf | ||
| Attachment_1_General_Information.doc | DOC document | |
| Attachment_7_Questions_and_Answers.docx | DOCX document | |
| Attachment_6_Section_889_Reps_and_Certs.pdf | ||
| Sol_140L4221Q0023.pdf | ||
| Attachment_4_Bid_Schedule.pdf | ||
| Attachment_5_Wage_Determination.pdf |
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PROJECT SITE: 40°52'37.80'' N 106°12'38.81" W
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AREA MAP
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BUILDING AND CONCRETE FLATWORK FOOTPRINT. APPROX 8' X 18'
AutoCAD SHX Text NOTES: 1. REMOVE DILAPIDATED EXISTING POWERLINE RESTROOM. SHOWN IN PHOTOS. REMOVE DILAPIDATED EXISTING POWERLINE RESTROOM. SHOWN IN PHOTOS. REMOVE BUILDING STRUCTURE, VAULT, AND ASSOCIATED FLATWORK. 2. FILL VOID IN 8" LIFTS WITH MACHINE COMPACTED ON-SITE FILL. FILL VOID IN 8" LIFTS WITH MACHINE COMPACTED ON-SITE FILL. 3. FILL MAY BE BORROWED FROM NEW RESTROOM LOCATION AS NEEDED AND FILL MAY BE BORROWED FROM NEW RESTROOM LOCATION AS NEEDED AND WITHIN GRADING PLAN. 4. SLOPE TO DRAIN AWAY FROM FORMER VOID. SLOPE TO DRAIN AWAY FROM FORMER VOID. 5. RELOCATE ROCK IMMEDIATELY AROUND DEMOLISHED STRUCTURE TO NEW SITE. RELOCATE ROCK IMMEDIATELY AROUND DEMOLISHED STRUCTURE TO NEW SITE. DO NOT LEAVE ROCK IN AREA IDENTIFIED ON PLANS.
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RELOCATE ROCK WITHIN THIS AREA TO NEW SITE.
DO NOT DISTURB ROCK WITHIN THIS AREA.
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PROPOSED VAULT TOILET
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AutoCAD SHX Text 1 EA DOUBLE VAULT TOILET: CXT TIOGA DOUBLE OR APPROVED EQUAL SEE SHEETS C601-C603
AutoCAD SHX Text APPROX 180 SY PEDESTRIAN WALKWAY SURFACE WITH GEOTEXTILE UNDERLAYMENT SEE SECTION B SHEET C301
AutoCAD SHX Text LANDSCAPE ROCK; APPROX 18 EA. WITH MINIMUM 18" X 18" X 30" DIMENSIONS SEE SHEET C502; RECOVER FROM DEMOLISHED POWERLINE RESTROOM VICINITY.
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POST AND CABLE STEEL FENCE IN CONCRETE, 245 LF. SEE SHEET C501.
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CUT SWALE BEHIND AREA TO DRAIN AWAY FROM TOILET AND PARKING AREA
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POWERLINE 300' ROW BOUNDARY
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POWERLINE 300' ROW BOUNDARY
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PLACE ROCKS AS AVAILABLE FROM DEMOLISHED VAULT TOILET SITE.
APPROX 400 SY AGGREGATE PARKING AREA. SEE SECTION A SHEET C301.
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NOTES: 1. GRADING CUT FILL FROM SURVEYED EXISTING GRADING CUT FILL FROM SURVEYED EXISTING SURFACE. 2. VARIATION IS POSSIBLE BECAUSE CUT-FILL VARIATION IS POSSIBLE BECAUSE CUT-FILL GRID IS REPORTED AT A TIGHTER INTERVAL THAN SURVEY GRID. 3. INCLUDED FOR REFERENCE ONLY.INCLUDED FOR REFERENCE ONLY.
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CUT SWALE TO DRAIN VAULT TOILET AREA
SPOIL EXCESS CUT VOL AS NEEDED TO BERM DRAINAGE INTO SWALE. WORK FORM WEST TO EAST.
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SEPARATION GEO-TEXTILE
NOTES: 1. ALL SITE GEOTEXTILE SHALL BE CDOT ALL SITE GEOTEXTILE SHALL BE CDOT APPROVED MATERIAL / MANUFACTURER CDOT SEPERATOR CLASS 2. REFERENCE CDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION SECTION 420 GEOSYNTHETICS. 2. COMPACT AGGREGATE TO 95% COMPACT AGGREGATE TO 95% MODIFIED PROCTOR. MOISTURE CONDITION UNIFORMLY DURING COMPACTION AS NECESSARY.
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EXISTING GROUND
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WRAP CABLE AROUND END POST
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5/8" WIRE ROPE
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COMPACTED SOILS, TYP.
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3/4" HOLE,CENTERED
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6" STEEL PIPE; 0.25" WALL THICKNESS MIN.
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SLOPE TO DRAIN AWAY FROM POST.
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4000 PSI CONCRETE (TYP ALL FENCE POSTS)
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WELD CAP; GRIND SMOOTH.
NOTES 1. WIRE ROPE SHALL BE WIRE ROPE SHALL BE CONTINUOUS. SPLICING IS NOT ALLOWED.
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PARKING STOP AND LANDSCAPE ROCK DETAILS
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DEMO / REPLACE POWERLINE VAULT TOILET
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NWD
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CO
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CO STATE OFFICE
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A. CLUBB
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A. CLUBB
AutoCAD SHX Text 04/19/2021
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AutoCAD SHX Text C502
AutoCAD SHX Text STEEL PARKING DELINEATOR AND STOP NOTES: 1. DRIVE REBAR FLUSH DRIVE REBAR FLUSH WITH TOP OF PIPE. WELD TO TOP PIPE AND GRIND SMOOTH. 2. TOP OF PIPE SHALL BE TOP OF PIPE SHALL BE SET 3" ABOVE FINISHED GRADE.
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TYPICAL ROCK BARRIER 30"X30"X30" MINIMUM
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FINISHED GRADE
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WELD STEEL PLATE EACH END, GRIND SMOOTH
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6" STEEL PIPE.25 WALL THICKNESS,
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WELD TO PIPE, GRIND SMOOTH
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#6 REBAR X 36"
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WELD STEEL PLATE EACH END, GRIND SMOOTH
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#4 REBAR X 24"
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STEEL PIPE; MATCH EX. DIA. 0.25 WALL THICKNESS MIN.
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COMPACTED SOILS (TYP)
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COMPACTED SOILS
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WEATHERED SIDE UP
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MARK
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DOUBLE VAULT TOILET DETAILS SHEET 1 OF 3
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DEMO / REPLACE POWERLINE VAULT TOILET
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NWD
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CO
AutoCAD SHX Text 40519394
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CO STATE OFFICE
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A. CLUBB
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A. CLUBB
AutoCAD SHX Text 04/19/2021
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C601
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DESCRIPTION
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MARK
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DOUBLE VAULT TOILET DETAILS SHEET 2 OF 3
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DEMO / REPLACE POWERLINE VAULT TOILET
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NWD
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CO
AutoCAD SHX Text 40519394
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CO STATE OFFICE
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A. CLUBB
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A. CLUBB
AutoCAD SHX Text 04/19/2021
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MARK
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UNITED STATES DEPARTMENT OF THE INTERIOR
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BUREAU OF LAND MANAGEMENT
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DOUBLE VAULT TOILET DETAILS SHEET 3 OF 3
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DEMO / REPLACE POWERLINE VAULT TOILET
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NWD
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CO
AutoCAD SHX Text 40519394
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CO STATE OFFICE
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A. CLUBB
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A. CLUBB
AutoCAD SHX Text 04/19/2021
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C603
| Sheets and Views |
| 1 Title Sheet |
| 2 DEMO PLAN |
| 5 Proposed Vault Toilet |
| 3 Grading Plan |
| 4 Cut and Fill Overview |
| 6 Aggregate Paving Sections |
| 7 Steel Post and Cable Fence Detail |
| 8 Parking Stop and Landscape Rock Details |
| 9 DOUBLE VAULT TOILET DETAILS SHEET 1 OF 3 |
| 10 DOUBLE VAULT TOILET DETAILS SHEET 2 OF 3 |
| 11 DOUBLE VAULT TOILET DETAILS SHEET 3 OF 3 |
File details come from the government source that posted it. Updated .