Gilpin County HHS Plan Set 100%.pdf
PDF 3 MB Posted
- Attached to
- Gilpin County Multiple Site Civil Construction
- Solicitation number
- RFP20250410a
- Issued by
- Gilpin County, Colorado
About this file
The documents represent construction plans for the Gilpin County Health and Human Services Center located at 15193 CO-119 in Black Hawk, Colorado. The plan set, prepared by Bowman Consulting Group Ltd, details grading, drainage updates, site plan, and erosion control for a civil construction project. The plans show existing site conditions, including a two-story wooden building, generator, concrete and crushed asphalt areas, and various infrastructure elements. The project involves implementing drainage swales, rip-rap areas, and a temporary 15'x98' construction easement, with careful preservation of existing structures and ADA parking spaces.
The construction plans indicate precise elevation measurements, with floor elevations ranging from approximately 8955.50 to 8958.52, and include detailed drawings of proposed site modifications. The plan set is dated 08/07/2024 and signed digitally by a professional engineer, suggesting the project is in the final design stages and preparing for potential bidding or construction. While the plans do not directly indicate budget or funding sources, they are part of a broader county infrastructure improvement initiative that includes multiple site civil construction projects across Gilpin County's various facilities.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| RFP Civil Construction.pdf | ||
| Gilpin County Community Center Plan Set 100%.pdf | ||
| Gilpin County Justice Center Plan Set 100%.pdf |
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Text version
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Patrick Chelin, PE
Digitally signed by Patrick Chelin, PE Date: 2024.10.28 16:43:38 -06'00'
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GENERAL NOTES GENERAL NOTES (CONT.)
GENERAL EROSION CONTROL NOTES
LEGEND NOTES
PROPOSEDDESCRIPTIONEXISTING
LEGEND
ABBREVIATIONS
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Patrick Chelin, PE
Digitally signed by Patrick Chelin, PE
FF=8958.52
GENERATOR
SEPTIC MANHOLE
KONEX TRAILER
WOODEN SHED
-CONCRETE-
-CRUSHED ASPHALT-
-CRUSHED ASPHALT-
2-STORY
WOODEN BUILDING
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
M
AC
AC
TOP OF ROCK
WALL=8962.96
TOP OF ROCK
WALL=8964.67
TOP OF ROCK
WALL=8963.25
TOE OF ROCK
WALL=8959.04
TOE OF ROCK
WALL=8958.20
4" PVC
TOP=8957.98
FL=8955.98
4" PVC
TOP=8958.43
FL=8955.88
4" PVC
TOP=8958.34
FL=8955.50
TOC
8958.68
TOC
8958.68
TOC
8958.62
EOC5
8958.59
EOC5
8958.64
EOC5
8958.68
EOC5
8958.75
EOC5
8958.86
EOC5
8958.94
EOC5
8958.85
EOC1
8958.42
EOC1
8958.47
EOC1
8958.52
EOC1
8958.58
EOC1
8958.64EOC1
8958.68
EOC5
8958.74
TOC
8958.77
TOC
8958.74
TOC
8958.55
TOC
8958.48
TOC
8958.36
UGGAS1
8958.58
UGGAS1
8958.45
UGGAS1
8958.40
TOP30
8960.52
TOP30
8959.86
TOP30
8959.25
TOP30
8959.28
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1" = 10' 1" = 10'
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Patrick Chelin, PE
Digitally signed by Patrick Chelin, PE
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1" = 10' 1" = 10'
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before you dig.Call
R
FF=8958.52
GENERATOR
KONEX TRAILER
WOODEN SHED
-CONCRETE-
-CRUSHED ASPHALT-
-CRUSHED ASPHALT-
2-STORY
WOODEN BUILDING
M
TOP OF ROCK
WALL=8962.96
TOP OF ROCK
WALL=8964.67
TOP OF ROCK
WALL=8963.25
TOE OF ROCK
WALL=8959.04
TOE OF ROCK
WALL=8958.20
4" PVC
TOP=8957.98
FL=8955.98
4" PVC
TOP=8958.43
FL=8955.88
4" PVC
TOP=8958.34
FL=8955.50
EXISTING BUILDING AND PARKING
TO REMAIN AND BE PROTECTED
(TYP.)
EXISTING STRUCTURES
TO REMAIN AND BE
PROTECTED (TYP.)
EXISTING ADA SPACES
(NO CHANGES PROPOSED)
15'x98' TEMP CONSTRUCTION EASEMENT
80 L.F. PROPOSED SWALE
88 SQ. FT. PROPOSED RIP-RAP
68 SQ. FT. PROPOSED RIP-RAP
48 L.F. PROPOSED SWALE
48 L.F. PROPOSED SWALE
19 L.F. PROPOSED SWALE
38 L.F. PROPOSED SWALE
59 L.F. PROPOSED SWALE
EXISTING GENERATOR
TO REMAIN AND BE
PROTECTED (TYP.)
Patrick Chelin, PE
Digitally signed by Patrick Chelin, PE
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08/07/2024
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before you dig.Call
R
FF=8958.52
4" PVC
FL=8955.50
GENERATOR
SEPTIC MANHOLE
KONEX TRAILER
WOODEN SHED
-CONCRETE-
-CRUSHED ASPHALT-
-CRUSHED ASPHALT-
2-STORY
WOODEN BUILDING
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
M
AC
AC
TOP OF ROCK
WALL=8962.96
TOP OF ROCK
WALL=8964.67
TOP OF ROCK
WALL=8963.25
TOE OF ROCK
WALL=8959.04
TOE OF ROCK
WALL=8958.20
4" PVC
TOP=8957.98
FL=8955.98
4" PVC
TOP=8958.43
FL=8955.88
4" PVC
TOP=8958.34
FL=8955.50
15'x98' TEMP CONSTRUCTION EASEMENT
Patrick Chelin, PE
Digitally signed by Patrick Chelin, PE
1" = 10' 1" = 10'
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230548-01-001
08/07/2024
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.b ow m an
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C ol e B lv d, S ui te
La ke w oo d, C
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B ow m an
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L td
Know what's below.
before you dig.Call
R
FF=8958.52
4" PVC
FL=8955.50
GENERATOR
SEPTIC MANHOLE
KONEX TRAILER
WOODEN SHED
-CONCRETE-
-CRUSHED ASPHALT-
-CRUSHED ASPHALT-
2-STORY
WOODEN BUILDING
ELEC
BRKR
ELEC
BRKR
ELEC
BRKR
M
AC
AC
TOP OF ROCK
WALL=8962.96
TOP OF ROCK
WALL=8964.67
TOP OF ROCK
WALL=8963.25
TOE OF ROCK
WALL=8959.04
TOE OF ROCK
WALL=8958.20
4" PVC
TOP=8957.98
FL=8955.98
4" PVC
TOP=8958.43
FL=8955.88
4" PVC
TOP=8958.34
FL=8955.50
15'x98' TEMP CONSTRUCTION EASEMENT
Patrick Chelin, PE
Digitally signed by Patrick Chelin, PE
File details come from the government source that posted it. Updated .