HomeMy WebLinkAbout26.02.26.CoffmanRanch.GradingPermitXC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC XC
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Proposed Pole Barn
Proposed Parking Area
Proposed Ranch Shop
Proposed Detention Pond
Proposed Onsite Wastewater
Treatment System (OWTS)
Proposed Vehicular
Access Improvments
Proposed Site Grading
Property Line
Design Notes
1.The design is based on the best available information. This includes but is not limited to site conditions, features and
structures, and topographical information. Crystal River Civil is assuming no responsibility for the accuracy of site information.
2.If any discrepancies or inaccurate information is found within Crystal River Civils' documents, the affected work should be
temporarily put on hold. Contact CRC to verify a solution and hold all work until the necessary alterations have been made.
3.No field changes are to occur without written approval of the engineer. If changes are requested and approved, Crystal River
Civil will review the change and respond accordingly.
Construction Notes
1.All work completed on this project must meet standards set by the project's jurisdictions. This includes but is not limited to
HOA standards, city/town standards, county standards, and/or state standards.
2.The contractor is required to have a copy of current and approved construction plans. Any standards and specifications
necessary for the work must be on site for the duration of the project as well.
3.All work must be completed to horizontal and vertical information shown on the plans. If any changes have occurred, Crystal
River Civil must verify the alterations prior to receiving approval of completion.
4.Construction staking of horizontal and vertical layout is the responsibility of the Contractor. If additional documents, site visits
for verification, or alterations are necessary, Crystal River Civil can be hired for construction administration for additional
services.
5.Property lines, monuments, benchmarks, survey control, and additional historic survey information cannot be removed and
cannot be removed for construction. Disturbed survey items are the responsibility of the contractor and must be restored by a
state of Colorado licensed land surveyor.
6.Work and storage areas must be maintained only onsite. Project construction in Right-Of-Ways, public space, and private
property must be approved in writing by the necessary jurisdiction or individual.
7.Limits of disturbance, tree protection, and slope protection defined within the plans must be met. Disturbances outside of these
extents may require alterations to the design and has implications that are the responsibility of the contractor. If damage shall
occur outside of these areas, the site conditions shall be restored to their original state.
8.If applicable and a tree removal plan has been developed for the project, it is the responsibility of the contractor to meet the
proposed conditions by the approved document. The contractor must not damage, trim, or remove trees and or bushes that
are not approved for modification by the tree removal plan. Approval for proceeding with additional tree removal must be
approved by Crystal River Civil, the landscape architect, the owner, and/or any stakeholders.
9.The Contractor is responsible for removal of waste created onsite from construction. Waste material that does not meet the
requirements for cannot be used for backfilling on the project and must be exported from the site.
10.All materials requiring compaction must meet CDOT and/or ASTM Standards.
11.If traffic control is needed for the project, it is the responsibility of the contractor to obtain and implement an approved traffic
control plan. Street access must be provided to the public within the Right-Of-Way - Any obstruction to general traffic flow
must be mitigated for. Pedestrian access must be always provided, and traffic entering and leaving the project site is to be
observed by the contractor.
12.Dust mitigation must be provided by the contractor as necessary. Water shall be used as a dust palliative where and when
required. Sweeping and cleaning streets and sidewalks during the construction will be directed by the affected jurisdictions and
performed as necessary by the contractor.
Utility Notes
1.Utilities shown on these plans have been located and documented by the surveyor.
2.Existing utilities must be verified on the site prior to construction. The contractor must protect and maintain these existing
utilities throughout construction. If any damages occur to existing utility lines, it is the responsibility of the contractor to
coordinate with the utility provider replace and repair the utilities as necessary.
3.The contractor must notify the utility providers a minimum of 3 days prior to any work completed. Coordination with the utility
providers is the responsibility of the contractor.
4.All utility work completed by the contractor must be installed as per the utility providers' standards and requirements.
Inspections must be performed by utility providers as deemed necessary by the corresponding standards. It is the
responsibility of the contractor to organize these inspections.
5.If any shallow utilities, including communication and telephone services and lines, are exposed, and temporarily altered for
construction, the reinstallation of these utilities must conform with the utility providers standards.
6.Uncovered gas lines must be temporarily contained with 18 inches backfill to minimize exposure.
7.Stormwater infrastructure must pe protected by the contractor as shown in the Erosion Control Plan. During construction,
additional stormwater management may be necessary during specific construction procedures and is the responsibility of the
contractor.
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Abbreviations:
ASTM American Society of Testing and Materials
Avg Average
Bldg Building
BM Benchmark
BMP Best Management Practices
BOW Bottom of Wall
Con Concrete
Demo Demolition
Dia or Ø Diameter
Dim Dimension
El or Elev Elevation
Ex Existing
FFE Finished Floor Elevation
FL Flow Line
Ft Foot or Feet
Gal Gallons
Horiz Horizontal
Hp High Point
Inv Invert
LF Linear Feet
LP Low Point
Max Maximum
Min Minimum
NTS Not To Scale
Off Offset
PC Point of Horizontal Tangency
PCC Point of Compound Curve
Perf Perforated
PI Point of Horizontal Tangency
Prop Proposed
PVC Polyvinyl Chloride Pipe
Q Flow Rate
RCP Reinforced Concrete Pipe
ROW Right-Of-Way
SF Square Feet
Sta Station
SY Square Yard
TD Trench Drain
Legend
Existing
Communications Line
Proposed
Easement Line
Edge of Pavement
Edge of Gravel
Edge of Water
Fiber Optic Line
Flow Line
Foundation Drain
Gas Line
Gutter Flow Line / Break Line
Major Contour Line
Minor Contour Line
Property Line
Sanitary Sewer Line
Storm Drain Line
Concrete / Sidewalk / Patio
Underground Electric Line
Overhead Electric Line
Telephone Line
Water Line
Water Service Line
TOW Top of Wall
XRW XRW RW RWRaw Water Line
TBC Top Back Of Curb
Drawing Scale
Units (Feet) 1" = 50'
0 50 100
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1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
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Not For Construction
Job #: 24.23
C.001
Title Sheet
Coffman Ranch
1837 County Road 100
Carbondale, Colorado 81623
County Road 100
Coffman Ranch
Sheet List Table
Sheet Number Sheet Title
C.001 Title Sheet
C.002 Existing Conditions
C.003 Demolition Plan
C.004 General Site Plan
C.005 Utility Plan
C.006 Access Plan And Profile 1
C.007 Access Plan And Profile 2
C.008 Access Plan And Profile 3
C.009 Grading And Drainage Plan
C.010 Erosion Control Plan
C.011 Details
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6233
Existing Structure To
Remain
Clear And Grub Existing
Area For Regrading
22,800 Square Feet
Remove Existing Concrete
3,000 Square Feet
Remove Existing
Material and Debris
Remove Existing Concrete
2,000 Square Feet
Clear And Grub Existing
Area. Remove All Organics
For Parking Area
14,500 Square Feet
Clear And Grub Existing
Area For Regrading
Access and Ranch Shop
8,900 Square Feet
Clear And Grub Area And
Abandon Existing Access
For Utility Installation and
Proposed Access
21,000 Square Feet
Remove Existing Power Line
350 Linear Feet
Abandon Existing Septic Tank
Remove Existing Concrete
340 Square Feet
Existing Structure
To Remain
Existing Structure
To Remain
Existing Structure
To Remain
Existing Structure
To Remain
Existing
Structure To
Remain
Edge Of Disturbance
91,000 Square Feet
Clear And Grub Existing Area
For Installation Of OWTS
10,500 Square Feet
Property Line
Drawing Scale
Units (Feet) 1" = 20'
0 20 40
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1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
Not For Construction
Job #: 24.23
C.003
Demolition Plan
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Existing Residence
To Remain
Historic Cabin
Existing
Building
To Remain
Shop and Sheds
Existing Buildings
To Remain
Catherine Store Road
County Road 100
20' Wide Circulation Corridor
Property Line (Typ)
Multi-Purpose Building
Existing Building To Remain
To Be Replaced With Future Structure
Dairy Barn
Existing Building
To Be Repaired
And Lifted For
Foundation
Work
Proposed
Kitchen Location
Pole Barn
Proposed Building
Gerbaz Cottage
Existing Office
To Remain
Proposed Parking Lot
Proposed Bus Parking
Ranch Shop
Proposed Building
Future Agricultural Buildings
Assumed Location
Proposed
Deck
Proposed
Landscape
Area
Existing
Irrigation Ditch
Proposed
Landscape
Area
Proposed
Landscape
Area
Proposed
Landscape
Area
Existing Fence (Typ)
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6228
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6226
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Existing Silo
To Remain
Existing Shed
To Remain
Existing Shed
To Remain
21 - 8'x20' Parking Spaces
2 - 8'x20' ADA Compliant
Parallel Parking Spaces
Transition Into Existing
Two-Track Access Road
Proposed Irrigation Culvert
Proposed Flow Line (Typ)
Proposed 22' Wide "Rural Access"
Road Base Access With 4' Wide Shoulders
To Replace Existing Access
Transition Into Existing
Residential Access
Transition Into Existing
Residential and Ranch Access
Existing Gerbaz Cottage Access
To Remain
Proposed Two-Track
Access Road
Proposed Transformer And
Communications Pedestal
Realigned
Overhead Electric
Proposed Detention Pond
Proposed Landscape Median
Proposed Crusher Fines
Walkway
Proposed Onsite Wastewater
Treatment System (OWTS)
Designed By Others
Proposed Soil Treatment
Area (STA)
Existing Irrigation
Distribution Box
Potential Water Distribution Tank
Proposed Well
Crusher Fines Walkway
62
2
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6225
623
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6236
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6227
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Proposed 16' Wide "Semi Primitive"
Road Base Access With 2' Wide Shoulders
To Replace Existing Access
623
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Proposed Crusher Fines
Patio
Emergency Vehicle Turnaround
Drawing Scale
Units (Feet) 1" = 20'
0 20 40
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C
o
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8
1
6
2
3
1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
Not For Construction
Job #: 24.23
C.004
General Site Plan
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WWWWWWW
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Existing Residence
To Remain
Historic Cabin
Existing
Building
To Remain
Shop and Sheds
Existing Buildings
To Remain
Catherine Store Road
County Road 100
Property Line (Typ)
Multi-Purpose Building
Existing Building To Remain
To Be Replaced With Future Structure
Dairy Barn
Existing Building
To Be Repaired
And Lifted For
Foundation
Work
Proposed
Kitchen Location
Pole Barn
Proposed Building
Gerbaz Cottage
Existing Office
To Remain
Proposed Parking Lot
Proposed Bus Parking
Ranch Shop
Proposed Building
Future Agricultural Buildings
Assumed Location
Proposed
Deck
Existing Fence (Typ)
6237
62366235
6234
6233
6232
6231
62
3
0
6232
62
3
1
6
2
3
0
622
96
2
2
8
62
2
7
6226
62
2
8
622
7
62
2
5
6225
6226
6227
6228
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2
2
8
6225
622
9
62
2
9
6229
6228
6227
6226
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622
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6223
6224
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62246223
62236224
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6229
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6228
6227
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6228
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2
2
9
62
3
0
623
1
623
2
6229
6
2
2
6
62
2
6
6226
Proposed Electric Pole
Realign Existing Primary
Electric Overhead Line
329 Linear Feet
Maintain Existing Electric Pole and Transformer
Maintain Existing Service To Gerbaz Cottage
Maintain Existing Primary Electric
Overhead Line
Maintain Existing Primary Electric
Overhead Line
Maintain Existing Electric Service Meter
To Gerbaz Cottage
Proposed Electric Pole
Extend Primary Line to On-Grade
Transformer At Base Of Pole
Proposed On-Grade Transformer
Utilize Existing Electric Pole To Maintain
Existing Overhead Services To
Residence And Historic Cabin
Maintain Existing Overhead Service To Residence
Maintain Existing Overhead Service
To Historic Cabin
Underground Electric Services
From Transformer To Electric Pole
20 Linear Feet
Underground Electric Service To
Proposed Development Electric Meter
88 Linear Feet
Underground Communications Service To
Proposed Development Communicatons Box
95 Linear Feet
Utilize Existing Shed For Communications
And Electric Shutoff, Meter, And Distribution Of
Secondary Lines To Structures
Secondary Electric And Comm. Services
To Future Multi-Purpose Building
110 Linear Feet
Secondary Electric And Comm.
Services To Dairy Barn
34 Linear Feet
Secondary Electric And Comm.
Services To Future Kitchen
29 Linear Feet
Secondary Electric And Comm.
Services To Pole Barn
84 Linear Feet
Abandon Existing Gas Line To
Existing Residence
Refer To OWTS Design For Construction
And Layout Of Proposed System
62
2
5
6225
623
3
623
4
623
5
6236
6234
6233
6229
6227
62
3
0
623
2
62
3
3
6233
Refer To OWTS Design For Construction
And Layout Of Soil Treatment Area
Proposed Well Location
To Be Verified With Water
Lawyer Prior To Construction
Water Line From Well To
Water Distribution Tank
48 Linear Feet
Water Pressure And Distribution Tank
Tee Off Water Distribution Line
For Future Kitchen Water Service
Water Distribution Line
445 Linear Feet of 1.5" PEX
Future Kitchen Water Service
27 Linear Feet of 3
4" PEX
With Curbstop For Future Tie In
Tee Off Water Distribution Line
For Future Development Extension
Future Development Extension
20 Linear Feet of 1.5" PEX
With Curbstop For Future Tie In
Tee Off Water Distribution Line
For Future Multi-Purpose Building Water Service
Future Multi-Purpose Building Water Service
11 Linear Feet of 3
4" PEX
With Curbstop For Future Tie In
Tee Off Water Distribution Line
For Gerbaz Cottage Water Service
Gerbaz Cottage Water Service
83 Linear Feet of 3
4" PEX
With Curbstop
End Water Distribution Line
Transition To 3
4" PEX With Curbstop
And Tees For Ranch Shop Water Services
Ranch Shop Water Service 1
29 Linear Feet of 3
4" PEX
With Yard Hydrant
Ranch Shop Water Service 2
90 Linear Feet of 3
4" PEX
With Yard Hydrant
Drawing Scale
Units (Feet) 1" = 20'
0 20 40
N
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1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
Not For Construction
Job #: 24.23
C.005
Utility Plan
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Existing Residential
and Ranch Road
To Remain
22
.
0
'
30
.
0
'
Existing Access For Residence
To Remain
Road Base
Access Road
CR 100
(Asphalt)
16.0'
Start Access
Sta:100+10.17
Off:39.89'R
Elev:6236.78
Culvert Invert Out
Sta:100+43.09
Off:28.80'L
Elev:6232.29
Start Roadside Swale
Sta:101+86.48
Off:15.21'L
Elev:6230.19
Edge Of Driving Surface
Sta:101+66.91
Off:11.00'R
Elev:6231.70
6
2
3
7
62
3
2
62
3
1
6230
6
2
2
9
6
2
2
9
6228
6229
6230
6
2
3
1
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2
3
2
62
2
9
100
00
10
1
00
1
0
2
0
0
103
00
PC: 100+23.66
PC: 101+49.61
PC: 101+70.39
PT: 100+43.52
PT: 101+66.91
PT: 102+46.63
Start Site Access Alignment
STA:100+00.00
N:1574194.04
E:2527128.73
Start "Rural Access" Road Section
Begin Transition From 0.5% Right To Left
To 2.0% Right To Left Cross Slope
Sta:100+10.00
6
2
3
3
6
2
3
4
6
2
3
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2
3
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3
4
62
3
3
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2
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2
6
2
3
3
62
3
3
Start Access
Sta:100+09.94
Off:43.79'L
Elev:6236.24
Culvert Invert In
Sta:100+23.39
Off:28.94'R
Elev:6232.47
N0° 3
3
'
2
6
.
8
3
"
W
23.66'
N14° 47' 02.85"W
106.09'
N2° 23' 24.42"W
3.47'
L =19.8 6 4,R=80.000D=14.2267
L=17.305,R=80.0 0 0
D=12.39 40
L =7 6 .2 4 5 ,R =5 0 .0 0 0
D =8 7 .3 7 0 2
R
2
3
.
5
'
R91.
0
'
R25
.
4
'
End Transition From 0.5% Right To Left
To 2.0% Right To Left Cross Slope
Sta:100+50.00
End "Rural Access" Road Section
Begin Transition To "Semi Primitive"
Road Section
Sta:101+70.39
2.
0
%
3.0%
5.0
%
Edge Of Shoulder
Sta:101+66.91
Off:15.00'R
Elev:6231.50
Edge Of Driving Surface
Sta:100+88.12
Off:11.00'R
Elev:6234.09
Edge Of Driving Surface
Sta:100+94.14
Off:16.61'R
Elev:6233.68
Transition To Existing Access
Sta:101+13.30
Off:20.06'R
Elev:6231.98
Transition To Existing Access
Sta:101+07.22
Off:42.53'R
Elev:6232.44 Edge Of Shoulder
Sta:100+90.75
Off:15.00'R
Elev:6233.87
Edge Of Shoulder
Sta:100+60.34
Off:15.00'R
Elev:6234.90
Edge Of Shoulder
Sta:100+32.60
Off:15.00'R
Elev:6235.58
Edge Of Driving Surface
Sta:100+50.52
Off:11.00'R
Elev:6235.22 Edge Of Driving Surface
Sta:100+34.61
Off:11.00'R
Elev:6235.71
Edge Of Shoulder
Sta:100+47.41
Off:15.00'L
Elev:6234.70
Edge Of Driving Surface
Sta:100+50.43
Off:11.00'L
Elev:6234.80
Edge Of Driving Surface
Sta:101+74.23
Off:10.88'L
Elev:6231.12
Edge Of Shoulder
Sta:101+85.62
Off:13.31'L
Elev:6230.34End Transition To "Semi
Primitive" Road Section
Sta:102+46.63
Edge Of Driving Surface
Sta:102+46.77
Off:8.00'L
Elev:6229.00
Edge Of Driving Surface
Sta:102+29.08
Off:11.77'R
Elev:6229.84
Edge Of Driving Surface
Sta:102+18.14
Off:46.34'R
Elev:6229.39
Transition To Existing Access
Sta:102+05.11
Off:38.47'R
Elev:6229.44
Edge Of Driving Surface
Sta:102+02.70
Off:28.97'R
Elev:6230.13
Edge Of Shoulder
Sta:102+05.06
Off:37.63'R
Elev:6229.44Transition To Existing Access
Sta:102+19.83
Off:57.61'R
Elev:6229.29
Edge Of Shoulder
Sta:102+18.72
Off:42.14'R
Elev:6229.44
Edge Of Shoulder
Sta:102+29.62
Off:13.65'R
Elev:6229.87
20.0'
Edge Of Shoulder
Sta:102+46.77
Off:10.00'L
Elev:6228.90 Edge Of Shoulder
Sta:101+98.33
Off:11.50'L
Elev:6230.33
R2
0
.
0
'
R
3
7
.
0
'
R
3
9
.
0
'
2.0%
3
.
0
%
Transition Into Existing Asphalt
Existing Culvert To Be Replaced
2' Road Base Shoulder
Transition Proposed Access
Into Existing Residential Access
Proposed 60' of 24" CMP Culvert
Transition Proposed Access
Into Existing Residential
And Ranch Road Access
Abandon Location Of Existing
Road Base Access
Property Line
3.
0
:
1
3.
0
:
1
County Road 100
Exist. Grade
Finish. Grade
Site Access Alignment Profile
Horizontal Scale: 1"=10'
Vertical Scale: 1"=5'
6220
6230
6240
6220
6230
6240
100+00
EG
6
2
3
6
.
7
F
G
100+20
EG
6
2
3
5
.
2
F
G
6
2
3
5
.
9
3
100+40
EG
6
2
3
3
.
5
F
G
6
2
3
5
.
3
3
100+60
EG
6
2
3
2
.
4
F
G
6
2
3
4
.
7
3
100+80
EG
6
2
3
2
.
1
F
G
6
2
3
4
.
1
3
101+00
EG
6
2
3
1
.
9
F
G
6
2
3
3
.
5
3
101+20
EG
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2
3
1
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6
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G
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2
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9
3
101+40
EG
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2
3
1
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2
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G
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2
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3
2
101+60
EG
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2
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0
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7
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G
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3
1
.
7
2
101+80
EG
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G
6
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3
1
.
1
2
102+00
EG
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2
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0
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1
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G
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2
3
0
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5
2
102+20
EG
6
2
2
9
.
4
F
G
6
2
2
9
.
9
2
102+40
EG
6
2
2
8
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9
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G
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2
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3
2
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EG
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2
2
8
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4
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8
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2
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EG
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2
2
8
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0
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G
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8
.
1
2
103+00
EG
6
2
2
7
.
3
F
G
6
2
2
7
.
6
2
-3.00%
Start Rurall Access Section
STA = 100+10.00
ELEV = 6236.228
PVI STA: 103+02.43
PVI ELEV: 6227.45
K: 25.19
LVC: 50.05
BV
C
S
:
1
0
2
+
7
7
.
4
1
BV
C
E
:
6
2
2
8
.
2
0
EV
C
S
:
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3
+
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.
4
6
EV
C
E
:
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2
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Of 11 Pages
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3
1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
Not For Construction
Job #: 24.23
Drawing Scale
Units (Feet) 1" = 10'
0 10 20
N
S
W
E
C.006
Access Plan And Profile 1
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XO
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XO
E
XO
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
XXXXXXXXXXXXXXXXXXXXXXXX
XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOE XOEXOE
XOE
XOE
XOE
XOE
XOE
XOE
XOE
X
X
X
X
X
X
X
X
X
XXX
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
<<<<<<
<
<
<<<<
<<<<<<<<<<<
<
<
<
<
<
<<<<<<<<<<<<<<<<<<
<
<
<
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE
UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
U
E
UE UE UE
U
E
C C C C C C C C C C C C C C C C
C
C
C
C
C
C C C
C
C
C
UE UE UE UE UE
U
E
UE
UE
UE
UE
UE
UE
UE
UEUE
C
C
C
C
C
C
C
C
C
C
C
C
C
C
C
CC
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
S
SS
SS
SS
SS
S
S
S
S
SS
SS
SS
SS
S
S
S
S
SS
W
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
W
W V
W V
C
C
C
C
C
C
CC
OC
OC
<
<
<
<
<
<
<
<
<
OC
OC
OC
Road Base
Access Road
Property Line
Landscape Median
Parking Stall (Typ.)
21 Total Stalls
9.
0
0
20.00
2' Road Base Shoulder
Multi-Purpose Building
Existing Building To Remain
To Be Replaced With Future Structure
Dairy Barn
Existing Building
To Be Repaired And Lifted
For Foundation Work
Proposed Kitchen
Location
Proposed Bus
Parking
Roadside Swale Flow Line (Typ)
Proposed Edge Of Road
For Residential and Ranch Road Access
Abandon Location Of Existing
Road Base Access
Crusher Fines Walkway
Sta:103+05.74
Off:10.00'R
Elev:6227.67
Crusher Fines Walkway
Proposed Two Track
Ranch Access
Proposed Stormwater
Detention Area
36' of 12" CMP Culvert
Crusher Fines Walkway
622
9
6
2
2
8
62
2
7
6226
6227
6228
6
2
2
8
622
9
6
2
2
6
62
2
6
622
9
6229
622
8
62
2
8
6
2
2
7
6228
6
2
2
8
6
2
2
7
6
2
2
9
62
3
0
6229
6
2
2
6
102
00
10
3
00
10
4
00
105
00
107 00
108 00
108 22
PC: 104+41.91
PC: 105+80.63
PT: 102+46.63
PT: 105+20.24
PT: 107+35.20
PT: 107+64.11
End Site Access Alignment
STA:108+21.63
N:1574409.15
E:2526861.25
6229
N89° 45' 37.11"W
195.28'
N0
°
0
0
'
0
1
.
6
1
"
W
60
.
3
9
'
S0
°
0
0
'
0
1
.
6
7
"
E
57
.
5
2
'
L
=
7
6.2
4
5,
R
=
5
0
.
0
0
0
D
=
8
7
.
3
7
0
2
L
=
7
8
.
3
3
0
,
R
=
5
0.0
0
0
D
=
8
9.
7
5
9
9
L=75.827,
R
=
3
9
.
9
9
7
D=108.6
2
3
3
L=28.910,
R=40.000
D=41.4109
Crusher Fines Walkway
Sta:103+11.74
Off:10.00'R
Elev:6227.55
Edge Of Driving Surface
Sta:103+25.37
Off:8.00'R
Elev:6227.32
Edge Of Shoulder
Sta:103+27.41
Off:10.00'R
Elev:6227.33
16
.
0
'
20
.
0
'
Edge Of Driving Surface
Sta:103+33.81
Off:16.29'R
Elev:6227.33
Edge Of Driving Surface
Sta:103+37.59
Off:18.00'R
Elev:6227.31
Edge Of Driving Surface
Sta:103+83.47
Off:18.00'R
Elev:6226.82
Edge Of Driving Surface
Sta:103+87.01
Off:16.54'R
Elev:6226.77
Edge Of Driving Surface
Sta:103+95.54
Off:8.00'R
Elev:6226.59
Edge Of Shoulder
Sta:103+93.54
Off:10.00'R
Elev:6226.65
Edge Of Driving Surface
Sta:104+02.28
Off:8.00'R
Elev:6226.52
Edge Of Shoulder
Sta:104+03.42
Off:10.02'R
Elev:6226.55
R
5
.
0
'
R5
.
0
'
Edge Of Driving Surface
Sta:104+41.91
Off:8.00'L
Elev:6225.96
Edge Of Shoulder
Sta:104+41.91
Off:10.00'L
Elev:6225.86
Culvert Inv. In
Sta:104+43.11
Off:12.03'L
Elev:6225.34
Edge Of Shoulder
Sta:104+63.34
Off:8.41'L
Elev:6225.74
Culvert Inv. Out
Sta:104+72.32
Off:13.18'L
Elev:6224.89
Edge Of Driving Surface
Sta:104+57.59
Off:8.00'R
Elev:6225.95
Edge Of Driving Surface
Sta:104+82.53
Off:8.00'R
Elev:6225.69
Edge Of Driving Surface
Sta:104+87.94
Off:16.22'R
Elev:6225.78
Edge Of Driving Surface
Sta:104+11.76
Off:14.42'R
Elev:6226.55
Edge Of Driving Surface
Sta:107+34.06
Off:11.98'L
Elev:6226.61
Edge Of Driving Surface
Sta:107+91.91
Off:20.01'R
Elev:6226.12
Edge Of Driving Surface
Sta:108+01.99
Off:10.00'R
Elev:6226.24
R5
.
0
'
A.
D
.
A
.
C
o
m
p
l
i
a
n
t
Pa
r
a
l
l
e
l
P
a
r
k
i
n
g
S
t
a
l
l
(
T
y
p
.
)
2
T
o
t
a
l
S
t
a
l
l
s
Edge Of Driving Surface
Sta:105+20.24
Off:10.00'L
Elev:6224.97
End Transition To "Semi
Primitive" Road Section
Sta:104+06.59
Edge Of Driving Surface
Sta:107+29.78
Off:10.00'L
Elev:6226.56
R3
4
.
0
0
R1
0
.
0
0
R
1
0
.
0
0
R1
0
.
0
0
Finish. Grade
Exist. Grade
Site Access Alignment Profile
Horizontal Scale: 1"=10'
Vertical Scale: 1"=5'
6220
6230
6220
6230
103+00
EG
6
2
2
7
.
3
F
G
6
2
2
7
.
6
2
103+20
EG
6
2
2
7
.
3
F
G
6
2
2
7
.
2
8
103+40
EG
6
2
2
7
.
1
F
G
6
2
2
7
.
0
7
103+60
EG
6
2
2
6
.
5
F
G
6
2
2
6
.
8
6
103+80
EG
6
2
2
6
.
7
F
G
6
2
2
6
.
6
6
104+00
EG
6
2
2
6
.
4
F
G
6
2
2
6
.
4
6
104+20
EG
6
2
2
6
.
2
F
G
6
2
2
6
.
2
6
104+40
EG
6
2
2
5
.
9
F
G
6
2
2
6
.
0
5
104+60
EG
6
2
2
5
.
7
F
G
6
2
2
5
.
8
5
104+80
EG
6
2
2
5
.
3
F
G
6
2
2
5
.
6
5
105+00
EG
6
2
2
5
.
3
F
G
6
2
2
5
.
4
4
105+20
EG
6
2
2
5
.
0
F
G
6
2
2
5
.
2
4
105+40
EG
6
2
2
4
.
8
F
G
6
2
2
5
.
0
4
105+60
EG
6
2
2
4
.
5
F
G
6
2
2
4
.
8
4
105+80
EG
6
2
2
4
.
5
F
G
6
2
2
4
.
7
2
106+00
EG
6
2
2
4
.
8
F
G
6
2
2
4
.
7
5
1
0
3
+
0
0
10
4
+
0
0
10
5
+
0
0
10
6
+
0
0
-1.01%
PVI STA: 103+02.43
PVI ELEV: 6227.45
K: 25.19
LVC: 50.05
BV
C
S
:
1
0
2
+
7
7
.
4
1
BV
C
E
:
6
2
2
8
.
2
0
EV
C
S
:
1
0
3
+
2
7
.
4
6
EV
C
E
:
6
2
2
7
.
1
9
PVI STA: 105+87.99
PVI ELEV: 6224.55
K: 28.91
LVC: 62.50
BV
C
S
:
1
0
5
+
5
6
.
7
4
BV
C
E
:
6
2
2
4
.
8
7
EV
C
S
:
1
0
6
+
1
9
.
2
4
EV
C
E
:
6
2
2
4
.
9
1
LOW PT. STA: 105+86.09
LOW PT ELEV: 6224.72
Of 11 Pages
01
Gr
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P
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02
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6
JK
E
#
De
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c
r
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Da
t
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Dr
a
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B
y
Co
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Ca
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8
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6
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3
1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
Not For Construction
Job #: 24.23
Drawing Scale
Units (Feet) 1" = 10'
0 10 20
N
S
W E
C.007
Access Plan And Profile 2
X X X
X
X X X X X X X X X
X
X
X X X X X
X
X
X
X X
X
X
XOEXOEXOEXOEXOEXOEXOEXOEXOEXOEXOEXOEXOEXOEXOEXOE
XOE
XOE
XOE
XOE
XOE
XOE
XOE
XOE
XOE
XOE
XOE
XOE
X
X
X
X
X
X
X
X
X
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X X
AC
E
E
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<
<<<<<<<<<<
<
<
<
<
<
<
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
SS
SS
SS
SS
S
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W W W W WW
V
W
V
<
<
<
O
C
O
C
W W W
Gerbaz Cottage
Existing Ditch
R5
.
0
'
9.00
20
.
0
0
20.0'
Property Line
Parking Stall
(Typ.)
21 Stalls Total
Multi-Purpose Building
Existing Building To Remain
To Be Replaced With Future Structure
Proposed OWTS
To Be Designed By Others
Tie Into Existing Two
Track Ranch Access
Proposed Two
Track Ranch
Access
Landscape
Median
Proposed Stormwater
Detention Area
1.75' Deep With 3:1
Slopes In From Edges
Roadside Swale
Flow Line (Typ)
Proposed Culvert
6
2
2
6
6
2
2
7
6
2
2
5
6
2
2
6
62
2
4
62
2
3
6
2
2
3
6
2
2
4
6226
622
6
622
6
104 00
1
0
5
0
0
10
6
00
1
0
7
0
0
10
8
00
108
22
PC: 104+41.91
PC: 105+80.63
PC: 106+59.38
PT: 105+20.24
PT: 106+59.37
PT: 107+35.20
PT: 107+64.11
End Site Access Alignment
STA:108+21.63
N:1574409.15
E:2526861.25
6225
N0° 00' 01.61"W
60.39'
S67° 12' 46.34"E
0.01'
S0° 00' 01.67"E
57.52'
L =7 8 .3 3 0 ,R =5 0.0 0 0
D =8 9 .7
5 9 9
L
=
7
8
.
7
3
9
,
R
=
3
9
.
9
9
9
D
=
1
1
2
.
7
8
7
6
L =7 5 .8 2 7,R =39.997
D =10 8.6233
L=28.910,R=40.000
D=41.4109
ADA Compliant
Parking Stall (Typ.)
3 Stalls Total
10
.
0
'
10
.
0
'
9.0'Edge Of Driving Surface
Sta:104+11.76
Off:14.42'R
Elev:6226.55
Edge Of Detention Area
Sta:105+01.81
Off:15.61'L
Elev:6225.00
Edge Of Driving Surface
Sta:107+34.06
Off:11.98'L
Elev:6226.61
Edge Of Driving Surface
Sta:107+29.86
Off:10.00'L
Elev:6226.56
Edge Of Driving Surface
Sta:108+01.91
Off:10.00'R
Elev:6226.24
Edge Of Driving Surface
Sta:107+91.91
Off:20.01'R
Elev:6226.12
Edge Of Driving Surface
Sta:104+87.94
Off:16.22'R
Elev:6225.78
Edge Of Driving Surface
Sta:104+82.53
Off:8.00'R
Elev:6225.69
R1
0
.
0
'
R5
0
.
0
'
Parking Space
Sta:106+76.67
Off:12.90'R
Elev:6225.78
Parking Space
Sta:106+10.26
Off:12.90'R
Elev:6225.04
Parking Space
Sta:105+71.92
Off:10.00'R
Elev:6225.02
Sta:106+23.26
Off:10.00'L
Elev:6224.84
Sta:106+16.51
Off:10.00'L
Elev:6224.70
Edge Of Detention Area
Sta:105+24.63
Off:14.80'L
Elev:6224.99
Edge Of Detention Area
Sta:105+29.21
Off:20.75'L
Elev:6225.00
Edge Of Detention Area
Sta:105+27.30
Off:30.67'L
Elev:6225.00
Edge Of Detention Area
Sta:105+22.44
Off:34.72'L
Elev:6225.00
Edge Of Detention Area
Sta:105+08.97
Off:37.14'L
Elev:6225.00
Edge Of Detention Area
Sta:105+05.32
Off:33.39'L
Elev:6225.00
R
5
.
0
'
R5
.
0
'
R
5
.
0
'
Parking Space
Sta:107+34.97
Off:26.73'R
Elev:6225.79
Finish. Grade
Exist. Grade
Site Access Alignment Profile
Horizontal Scale: 1"=10'
Vertical Scale: 1"=5'
6220
6230
6240
6220
6230
6240
106+00
EG
6
2
2
4
.
8
F
G
6
2
2
4
.
7
5
106+20
EG
6
2
2
5
.
0
F
G
6
2
2
4
.
9
2
106+40
EG
6
2
2
5
.
1
F
G
6
2
2
5
.
1
5
106+60
EG
6
2
2
5
.
1
F
G
6
2
2
5
.
3
8
106+80
EG
6
2
2
5
.
1
F
G
6
2
2
5
.
6
1
107+00
EG
6
2
2
5
.
7
F
G
6
2
2
5
.
8
3
107+20
EG
6
2
2
5
.
7
F
G
6
2
2
6
.
0
6
107+40
EG
6
2
2
6
.
0
F
G
6
2
2
6
.
2
9
107+60
EG
6
2
2
6
.
0
F
G
6
2
2
6
.
3
3
107+80
EG
6
2
2
6
.
1
F
G
6
2
2
6
.
3
3
108+00
EG
6
2
2
6
.
1
F
G
6
2
2
6
.
2
3
108+20
EG
6
2
2
6
.
0
F
G
1.15%
0.00%-0.75%
GRADE BREAK STA = 107+42.92
ELEV = 6226.327GRADE BREAK STA = 107+87.20
ELEV = 6226.327
End Access
STA = 108+16.89
ELEV = 6226.104
PVI STA: 105+87.99
PVI ELEV: 6224.55
K: 28.91
LVC: 62.50
BV
C
S
:
1
0
5
+
5
6
.
7
4
BV
C
E
:
6
2
2
4
.
8
7
EV
C
S
:
1
0
6
+
1
9
.
2
4
EV
C
E
:
6
2
2
4
.
9
1
Of 11 Pages
01
Gr
a
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8
1
6
2
3
1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
Not For Construction
Job #: 24.23
Drawing Scale
Units (Feet) 1" = 10'
0 10 20
N S
W
E
C.008
Access Plan And Profile 3
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Shop and Sheds
Existing
Buildings
To Remain
Multi-Purpose Building
Existing Building To Remain
To Be Replaced With Future Structure
Dairy Barn
Existing Building
To Be Repaired And Lifted
For Foundation Work
Proposed Kitchen
Location
Pole Barn
Proposed
Building
Proposed
Parking Lot
Proposed Bus
Parking
Proposed
Deck
6225
6226
6227
6228
6
2
2
8
6225
622
9
62
2
9
6229
6228
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28.95
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29.45
29.46
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28.50
28.50
28.50
28.50
28.76
28.77
28.77
28.77
29.00
F.F.E.:29.00
F.F.E.:29.00
26.00
EX:25.65
EX:25.30
EX:25.43
EX:25.50
EX:25.93
EX:25.54
4
.
2
%
3.
7
%
7.
8
%
5.4
%
8.7%
4.
5
%
5.2
%
Proposed Crusher Fines Patio
Proposed 6' Wide
Crusher Fines Walkway
Future F.F.E.: 6230.00
Future F.F.E.: 6230.00
Future F.F.E.: 6229.00
Proposed F.F.E.: 6229.00
Deck At 6229.00
All Spots Elevations Refer To
Grades Below Deck
62
2
6
6226
Edge of Disturbance
For Phase 1A
Proposed Access
Existing Access
8" SDR-35 Pipe Sloped @ Min 2.00%
8" Inlet
Daylight Pipe
2
.
3
%
Flow Line
Flow Line
6229
6227
EX:25.49
EX:25.91
Existing Concrete Trough
To Remain and Be Retrofitted
29.08
29.01
29.01
29.08 29.08
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29.06
28.75
28.67
29.25
29.25
28.99
29.06
28.76
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2.4%
1.
6
%
5.7
%
2.0%
1
.
8
%
2.0
%
2.0
%
27.55 27.67
Drawing Scale
Units (Feet) 1" = 10'
0 10 20
N
S
W E
Of 11 Pages
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8
1
6
2
3
1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
Not For Construction
Job #: 24.23
C.009
Grading And Drainage Plan
X
X
X
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6233
Reseed Disturbed Area For Proposed OWTS
And Construction With Garfield County Native
Grass And Wildflower Seed Mix - 11,500 Square Feet
Reseed Disturbed Area For Proposed Grading
And Construction With Garfield County Native
Grass And Wildflower Seed Mix - 4,600 Square Feet
Install Detention Area Depression
At Beginning Of Construction
To Minimize Runoff From
Construction Site
Reseed Disturbed Area For Proposed Grading
And Construction With Garfield County Native
Grass And Wildflower Seed Mix - 14,700 Square Feet
Reseed Disturbed Area For Proposed Grading
And Construction With Garfield County Native
Grass And Wildflower Seed Mix - 11,800 Square Feet
Utilize Trackout Control Mat
Edge of Disturbance
90,900 Square Feet
Install Straw Wattle Along Northern
Disturbance Line - 650 Linear Feet
Drawing Scale
Units (Feet) 1" = 20'
0 20 40
N
S
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8
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6
2
3
1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
Not For Construction
Job #: 24.23
C.010
Erosion Control Plan
24" Wide Trench
6" Depth Bedding Material
Below Utility Line
12" Depth Bedding Material
Above Utility Line
Residential Service Line
Gas: Size and Material to be
Provided by Black Hills Energy
Communications: 2" PVC Conduit
Electric: 4" PVC Conduit
Verify Size and Material with Utility Provider
Prior to Installation. Install Tracer Wire
Above Conduit.
Bedding Material
3
4" Screened Rock, Class 6 ABC,
Or As Specified By Utility Provider
Hardscape Softscape
Class 6 ABC or
Approved Alternate
as per Geotech
Native Material as
Approved per Geotech
Compact to 95% ASTM
Standard Proctor
Layback as Necessary
to meet OSHA Requirements
For Specific Soil Type
Hardscaping
With Sub Base Material
See Detail
Minimum 6" of Top Soil
Revegetate
30" Minimum
72" Maximum
Bury Depth
Residential Service Gas, Communications,
and Secondary Electric Trenching Detail
Not to Scale
Residential Water and Sanitary Sewer Service
and Storm Sewer Trenching Detail
24" Wide Trench
6" Depth Bedding Material
Below Utility Line
12" Depth Bedding Material
Above Utility Line
Residential Service Line
Sizing and Material As Per Plan
Shown on Utility Sheet
Verify Size and Material with
Corresponding Utility Jurisdiction. Install
Tracer Wire Above Service Line.
Wrap Bedding Material
With Geotextile Fabric If Screened
Rock Or Gravel Is Used
Bedding Material
3
4" Screened Rock, Class 6 ABC,
Or As Specified By Utility Provider
Hardscape Softscape
Class 6 ABC or
Approved Alternate
as per Geotech
Native Material as
Approved per Geotech
Compact to 95% ASTM
Standard Proctor
Layback as Necessary
to meet OSHA Requirements
For Specific Soil Type
Hardscaping
With Sub Base Material
See Detail
Minimum 6" of Top Soil
Revegetate
Bury Depth
Water: Minimum 5'
Sanitary Sewer: Minimum 4.5'
Storm Sewer: As Per Plan
Not to Scale
Note: Water and Sanitary Sewer Service Lines
Require a Minimum 10' of Separation
Note: Gas and Secondary Electric Service Lines Require a Minimum 3' of
Separation. Communications and Secondary Electric Require a
Minimum 2' of Separation.
Wrap Bedding Material
With Geotextile Fabric If Screened
Rock Or Gravel Is Used
Culvert Detail
Trench Width 1' Wider
Than Proposed Culvert
6" Depth Bedding Material
Below Utility Line
6" Depth Bedding Material
Above Culvert
Culvert
Sizing and Material As Per Plan
Wrap Bedding Material
With Geotextile Fabric If Screened
Rock Or Gravel Is Used
Bedding Material
3
4" Screened Rock, Class 6 ABC,
Or Approved alternate
Hardscape Softscape
Class 6 ABC or
Approved Alternate
as per Geotech
Native Material as
Approved per Geotech
Compact to 95% ASTM
Standard Proctor
Layback as Necessary
to meet OSHA Requirements
For Specific Soil Type
Hardscaping
With Sub Base Material
See Detail
Minimum 6" of Top Soil
Revegetate
Bury Depth
Minimum 1'
Not to Scale
PGL
3:1
T
o
E
x
i
s
t
.
3:1
2.0%3:15.0%
Typical Road Section 2
Not to Scale
See Road Section Detail
2.0%5.0%
Drainage Ditch Flow
Line (6" Deep)
Width Varies, See Plans
Shoulder
Width Varies
1.5'
Crusher Fines Patio And Walkway With Rolled Edge Detail
Not to Scale
3" Of Crusher Fines Material
Compacted Or Uncompacted As
Per Landscape. If Compacted,
Compact to 95% ASTM
Standard Proctor
Scarify and Recompact
Bottom of Excavation to 95%
ASTM Standard Proctor
Maintain 1:1 From Bottom Of Section
To Top Of Surfacing
Backfill
Minimum 6" of Top Soil Above
And Revegetate as Necessary
4" Of Class 6 Aggregate Base
Course Compact to 95% ASTM
Standard Proctor
Slope As Per Plan
Road Base Driveway Detail
Not to Scale
8" Of Class 6 Aggregate Base Course
Compact to 95% ASTM
Standard Proctor
Scarify and Recompact
Bottom of Excavation to 95%
ASTM Standard Proctor
Minimum 6" of Top Soil
Revegetate as Necessary
Finish Grade, See Plans
Road Section Detail
Not to Scale
Fill As Necessary With Class 2 Aggregate Sub Base
Course Compacted To 95% ASTM Standard Proctor
Width Varies, See Plans
Shoulder
Width Varies
8" Class 6 Aggregate Base Course
Compacted To 95% ASTM Standard Proctor
Over Excavate to Undisturbed Subsoil
Below Topsoil Backfill and Recompact
Bottom of Excavation to 95% ASTM
Standard Proctor
Detention Area Detail
Not to Scale
Finished Grading As
Per Plans
Compacted Native Material At Side Slopes
See Plan View For Proposed Slopes18" Layer Of 70% Sand, 30% Topsoil and Large
Organic Matter Mixture. Less than 5% of the
Media Can Pass the 200 Sieve and the Media
Must Infiltrate At Least 2 Inches/Hour.
WSE. See Plans.
Native Grasses And Vegetation At
Top, Sides, And Bottom Of Pond
1.75' Deep
3:1 Slope Into
Area
Of 11 Pages
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8
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6
2
3
1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
Not For Construction
Job #: 24.23
C.011
Details