2025.02.04 Gilpin County JC 100%.pdf
PDF 16 MB Posted
- Solicitation number
- GCFC03262025a
- Issued by
- Gilpin County, Colorado
About this file
These construction plans detail the Gilpin County Justice Center project located at 2960 Dory Hill Road in Black Hawk, Colorado. The documents, prepared by Bowman Consulting Group Ltd in February 2025, include comprehensive site plans, grading plans, existing conditions and demolition plans, and erosion control plans for the justice center facility. The plans cover the southeast quarter of Section 30, Township 2 South, Range 72 West of the 6th Principal Meridian, and provide detailed technical specifications for site development, including parking areas, building footprint, utility infrastructure, and landscaping.
The plans demonstrate meticulous site planning with specific attention to stormwater management, erosion control, and site grading. Multiple technical drawings provide intricate details on site layout, including precise measurements for storm drainage systems, manhole and inlet specifications, and erosion control measures such as silt fencing and rock slope protections. The documentation includes comprehensive notes on construction requirements, utility considerations, and environmental protection strategies, suggesting a thorough approach to site development that takes into account both functional and environmental considerations for the Gilpin County Justice Center project.
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Other files
| File | Type | Posted |
|---|---|---|
| RFP JC Generator Replacement.pdf | ||
| 2024.11.08-230232J-GILPIN COUNTY-JUSTICE CENTER GEN-E.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(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
18" CMP
FES=9246.40
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FL=9246.89
STORM INLET
FL GRATE:9267.33
INV(ASSUMING N) 9254.38 BOTTOM OF DIRT
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INV(S) 9261.83 12" RCP
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RIM:9253.68
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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
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INV(S) 9261.83 12" RCP
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INV(S) 9247.53 18" CMP
INV(WSW) 9247.41 6" PVC
STORM INLET
FL GRATE:9254.78
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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
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INV(S) 9261.83 12" RCP
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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
BIRD NESTING
STRUCTURE
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CONNECTION
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CONTROL
IRR
CONTROL
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G
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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
BIRD NESTING
STRUCTURE
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CONTROL
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CONTROL
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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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02/04/2025
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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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