Gilpin County Justice Center Plan Set 100%.pdf
PDF 16 MB Posted
- Attached to
- Gilpin County Multiple Site Civil Construction
- Solicitation number
- RFP20250410a
- Issued by
- Gilpin County, Colorado
About this file
The provided document is a construction plan set for the Gilpin County Justice Center located at 2960 Dory Hill Road in Black Hawk, Colorado. Prepared by Bowman Consulting Group, the plan set includes seven detailed sheets covering site layout, existing conditions, demolition, grading, erosion control, and site-specific details. The plans are dated 02/04/2025 and marked "Not for Construction," suggesting they are in a preliminary or review stage. The project involves civil construction for a new justice center, with comprehensive documentation of site preparation, utility infrastructure, parking areas, and environmental control measures.
The plan set provides extensive technical details for the justice center project, including precise site grading, stormwater management, erosion control strategies, and utility infrastructure planning. The documents include specific technical specifications for items such as silt fence installation, rock slope protection, and site drainage systems. While no direct pricing information is visible in the plan set, the detailed drawings indicate a comprehensive approach to site development that considers topographical challenges, environmental regulations, and complex site engineering requirements. The plans appear to be part of a larger county infrastructure improvement initiative, with a focus on creating a functional and environmentally responsible justice center facility.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Gilpin County HHS Plan Set 100%.pdf | ||
| RFP Civil Construction.pdf | ||
| Gilpin County Community Center Plan Set 100%.pdf |
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GENERAL NOTES GENERAL NOTES (CONT.)
GENERAL EROSION CONTROL NOTES
LEGEND NOTES
PROPOSEDDESCRIPTIONEXISTING
LEGEND
ABBREVIATIONS
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ADA NOTES
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INV(S) 9247.53 18" CMP
INV(WSW) 9247.41 6" PVC
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FL GRATE:9254.78
INV(NNE) 9249.07 15" CMP
INV(E) 9249.08 10" PVC
INV(S) 9249.15 15" CMP
STORM MANHOLE 6282
RIM:9254.50
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STORM INLET
FL GRATE:9267.33
INV(ASSUMING N) 9254.38 BOTTOM OF DIRT
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STORM INLET
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INV(S) 9249.15 15" CMP
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STORM INLET
FL GRATE:9267.33
INV(ASSUMING N) 9254.38 BOTTOM OF DIRT
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G
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STORM MANHOLE 6282
RIM:9253.68
INV(NNW) 9247.31 18" CMP
INV(S) 9247.53 18" CMP
INV(WSW) 9247.41 6" PVC
STORM INLET
FL GRATE:9254.78
INV(NNE) 9249.07 15" CMP
INV(E) 9249.08 10" PVC
INV(S) 9249.15 15" CMP
STORM MANHOLE 6282
RIM:9254.50
INV(ENE) 9253.16 6" PVC
FES=9246.40
STORM INLET
FL GRATE:9267.33
INV(ASSUMING N) 9254.38 BOTTOM OF DIRT
(INLET IS TOO DEEP TO DETERMINE)
INV(S) 9261.83 12" RCP
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STORM MANHOLE 6282
RIM:9253.68
INV(NNW) 9247.31 18" CMP
INV(S) 9247.53 18" CMP
INV(WSW) 9247.41 6" PVC
STORM INLET
FL GRATE:9254.78
INV(NNE) 9249.07 15" CMP
INV(E) 9249.08 10" PVC
INV(S) 9249.15 15" CMP
STORM MANHOLE 6282
RIM:9254.50
INV(ENE) 9253.16 6" PVC
FES=9246.40
STORM INLET
FL GRATE:9267.33
INV(ASSUMING N) 9254.38 BOTTOM OF DIRT
(INLET IS TOO DEEP TO DETERMINE)
INV(S) 9261.83 12" RCP
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AREA TO BE SODDED WITH GRASS UNLESS
OTHERWISE NOTED. ALL AREAS DESIGNATED FOR
SOD MUST BE FINE-GRADED. LEVEL ANY
UNDULATIONS OR IRREGULARITIES, WHILE
MAINTAINING POSITIVE DRAINAGE. HAND RAKE
AND SMOOTH, REMOVING ALL ROCKS LARGER
THAN 1" FROM THE SURFACE. USE METAL SCREEN
OR WOODEN DRAG ON LARGER SURFACES
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| Sheets and Views |
| C1.0 COVER SHEET |
| C2.0 GENERAL NOTES |
| C3.0 EXISTING CONDITIONS AND DEMOLITION PLAN |
| C4.0 SITE PLAN |
| C5.0 GRADING PLAN |
| C6.0 EROSION CONTROL PLAN |
| C7.0 EROSION CONTROL PLAN DETAILS |
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