HomeMy WebLinkAboutPlansX
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Existing Primitive Access Road
Widen And Improve For Vehicular Use
Proposed Parking Lot
Utility Easement (Typ)
(4) Proposed RV Sites
Proposed Soil Treatment Area
Assumed Wetlands
35' Wetland Setback
Existing Primitive Access Road
Widen And Improve For Vehicular Use
Existing Access Road
(4) Proposed RV Sites
Widen Existing Access
Existing Access Road
Existing Access RoadExisting Cabins
Existing Soil Treatment Area
For Cabins
Existing Outbuildings
Proposed Primitive Access
RV Loop
Proposed Onsite Wastewater
Treatment System Septic Tanks
Existing Lodge
Water Treatment Shed
Existing Main Entry Gate
Fire Truck Pulloff
Fire Suppression Tank
With Dry Hydrant
882
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Pond
Well
Water Treatment Waste Tanks
(1) Proposed ADA Compliant
RV Site
Proposed ADA Parking Space
RV Access Parking Space
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 to drawings 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.If there are known horizontal or vertical discrepancies discovered during construction from the survey data provided to Crystal
River Civil, it must be brought to the attention of Crystal River Civil as soon as possible for redesign. All construction must stop
before a resolution is made. The contractor is at risk during construction if survey data discrepancies are know.
5.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.
6.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.
7.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.
8.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.
9.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.
10.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.
11.All materials requiring compaction must meet CDOT and/or ASTM Standards.
12.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.
13.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'
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C.01
Title And Notes
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1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
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For Construction
Job #: 26.09
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7W Ranch
3412 County Road
Gypsum, Colorado
81637
SITE
Vicinity Map
Not To Scale
Sheet List Table
Sheet Number Sheet Title
C.01 Title And Notes
C.02 Civil Site Plan
C.03 Domestic Water Plan
C.04 OWTS Site Analysis
C.05 OWTS Plan
C.06 Electrical Plan
C.07 Road Improvements Plan And Profile
C.08 RV Loop Plan And Profile
C.08 Construction Details
C.10 OWTS Details
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Existing Access Road
Widen And Improve For Vehicular Use
Proposed Parking Lot
Existing Well
Utility Easement (Typ)
(4) Proposed RV Sites
Proposed Onsite Wastewater
Treatment System (OWTS)
Septic Tanks
Proposed Soil Treatment Area
Domestic Water Line Loop
Existing Tack
Barn Existing
Shed
35' Wetland Setback
Existing Access Road
Widen And Improve For Vehicular Use
Maintain Southern Edge Of Road
To Minimize Impact To Wetlands Area
Existing Access Road
Riprap Below Proposed Culvert
Proposed 12" ADS
Culvert
Proposed 12" ADS
Culverts
Proposed 12" ADS
Culvert
Proposed Flow Line (Typ)
(4) Proposed RV Sites
Sanitary Sewer Collection System
Widen Existing Access
12.0
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8X10' Water Treatment Shed
882
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Fire Truck Pulloff
10'X50' Road Base Surface
Not to Exceed 6% Slope
Next To Existing Access
5,000 Gallon Fire Suppression System
With Dry Hydrant
500 Gallon Concrete
Residual Waste Evaporation Tank
1060 Gallon Poly
Brine Waste Storage Tank
ADA Compliant Parking Space
ADA Compliant Walkway
(1) Proposed ADA
RV Site With ADA Ramp
RV Access Parking Space
Drawing Scale
Units (Feet) 1" = 20'
0 20 40
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C.02
Civil Site Plan
Of 10 Pages
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1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
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B
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For Construction
Job #: 26.09
02
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G G G G G G G G G G G G
G
UE
G
UE
G
U
E
G
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 UE UE UE UE UE UE UE UE UE
UE
G G G G G G G G G G G G G G G G G
G
G
UE
G
UE
G
UE
G
E
UE
SS SS SS
SSSS
88
3
0
8
8
2
9
88
2
8
88
2
7
88
2
6
88
2
5
88
2
4
88
2
3
88
2
2
88
2
1
88
2
0
88
1
9
88
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88
1
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88
1
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88
1
6
88
1
5
88
1
4
88
1
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88
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88
1
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88
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88
0
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88
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88
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88
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88
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88
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88
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88
1
7
88
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6
88
1
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88
1
4
88
1
3
88
1
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88
1
1
88
1
0
88
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9
88
0
8
88
0
7
8807
8808
8809
8810
8811
8812
881
3
881
4
88
1
5
88
1
6
88
1
7
88
1
8
88
1
9
88
2
0
88
2
1
88
2
2
88
2
3
8
8
2
4
8
8
2
4
8
8
2
5
8825
8823
88
2
8
8
8
2
8
8
8
2
7
8
8
2
6
8
8
2
5
8
8
2
4
8
8
2
2
8
8
2
3
8
8
2
1
8
8
2
0
8
8
1
9
8
8
1
7
8
8
1
4
8829
8830
8832
88
3
4
8
8
3
4
88
2
0
8
8
1
5
88
1
0
88
0
5
8
8
0
0
8
7
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5
88
0
0
88
0
5
88
1
0
881
5
8
8
1
5
88
2
0
8
8
2
5
8
8
2
0
882
5
882
7
8828
8828
882
5
881
0
Existing Soil Treatment Area
Install Permanent Fence Around
Perimeter To Protect
Existing Access Road
Widen And Improve For Vehicular Use
Proposed Parking Lot
Utility Easement (Typ)
(4) Proposed RV Sites
Proposed Soil Treatment Area
Existing Tack
Barn Existing
Shed
Assumed Wetlands
35' Wetland Setback
Existing Access Road
Widen And Improve For Vehicular Use
Existing Access Road
(4) Proposed RV Sites
Widen Existing Access
Proposed Water Line Loop
814 Linear Feet Of 2" PEX
Existing Well To Be Utilized
Extend Water Service To Each RV Site (Typ)
3
4" Pex To Yard Hydrant For RV Connection
2" To 3
4" PEX Tee To Extend
Water Service To Each RV Site
Note: 10' Minimum Separation To Be Maintained
Between Domestic Water And Sanitary Lines
Extend Water Service To Each RV Site (Typ)
3
4" Pex To Yard Hydrant For RV Connection
2" To 3
4" PEX Tee (Typ) To Extend
Water Service To Each RV Site
2" PEX Tee To Extend
Water Service To Stub Out
Proposed Water Line Extension For Future Use
66 Linear Feet Of 2" PEX
Install Yard Hydrant
At Stub Out For Future Use
8X10' Water Treatment Shed
882
0
500 Gallon Concrete
Residual Waste Evaporation Tank
1060 Gallon Poly
Brine Waste Storage Tank
Water Treatment Waste Lines
2" SDR-26 Sloped @ Min. 2.0%
Min. 4' Of Cover. Do Not Tie
Waste Lines Into OWTS
(1) Proposed ADA
RV Site With ADA Ramp
Drawing Scale
Units (Feet) 1" = 20'
0 20 40
N
S
W E
C.03
Domestic Water Plan
Of 10 Pages
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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
For Construction
Job #: 26.09
02
Co
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8
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2
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8
8
2
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882
5
88
2
7
8828
8828
882
5
881
0
Assumed Wetlands Area
35' Wetlands Setback
Proposed RV Sites (Typ)
Utility Easements(Typ)
Well
OWTS Permit # 9315 Soil Treatment Area
Permitted In 2025 For 3-Bedroom House
for 450 GPD With 44 Quick-4 Infiltrators
(Services Ranch Manager's House)
Permit # 9315 Soil Treatment Area
74' Horizontal Influence Area
OWTS Permit # 1507 Soil Treatment Area
Permitted In 1986 For 2, 1-Bedroom Cabins
for 150 GPD (Services Guest Cabin #4 and #5)
Permit # 1507 Soil Treatment Area
38' Horizontal Influence Area
OWTS Permit # 2248 Soil Treatment Area
Permitted In 1994 For 3, 1-Bedroom Cabins
for 200 GPD (Services Guest Cabins #1, #2, and #3)
Permit # 2248 Soil Treatment Area
34' Horizontal Influence Area
OWTS Permit # 3828 Soil Treatment Area
Permitted In 2005 For 1
2 Bath and Sink In Barn
Estimated at 90 GPD
Permit # 3828 Soil Treatment Area
31' Horizontal Influence Area
OWTS Permit # 1534 Soil Treatment Areas
Permitted In 1987 For 1928 GPD (Services Dining Lodge,
Employee House, and Guest Cabin #6)
Permit # 1534 Soil Treatment Area
251' Horizontal Influence Area
Proposed OWTS Soil Treatment Area
To Be Permitted For 2,000 GPD
Proposed Soil Treatment Area
260' Horizontal Influence Area
Mills Spring
Water Source
Case # 87CW240
Existing Pond
Riland Creek
Estimated Stream Location
Barn
Employee House
Recreation Room
Guest Cabin #6
Guest Cabin #1
Guest Cabin #2
Guest Cabin #3
Guest Cabin #4
Guest Cabin #5
Dining Lodge
Proposed Parking Lot
Ranch Manager's House
Well 180' Setback
100' Well Setback
Permit #166915
180' Setback
100' Setback
50' Wetlands Setback
Riland Creek
50' Stream Setback Line
Pond 50' Setback Line
882
0
881
5
8
8
8
5
8880
887
5
887
0
886
5
8860
8
8
5
5
88
5
5
88
6
0
88
6
5
8
8
7
0
8
8
7
5
8
8
8
0
Drawing Scale
Units (Feet) 1" = 60'
0 60 120
N
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W E
C.04
OWTS Site Analysis
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7
1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
For Construction
Job #: 26.09
02
Co
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Note: Soil Treatment Area Horizontal Influence Area
Determined Following The Procedures Described In
CDPHE's Policy 6
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SS
SS
SS
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UE
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UE UE UE UE UE UE UE UE UE UE UE
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88
3
0
8
8
2
9
88
2
8
88
2
7
88
2
6
88
2
5
88
2
4
88
2
3
88
2
2
88
2
1
88
2
0
88
1
9
88
1
8
88
1
8
88
1
7
88
1
6
88
1
5
88
1
4
88
1
3
88
1
1
88
1
0
88
0
9
88
0
8
88
0
7
88
0
5
88
0
4
88
0
3
88
0
2
882
7
88
2
6
88
2
2
88
2
1
88
2
0
88
1
9
88
1
8
88
1
7
88
1
6
88
1
5
88
1
4
88
1
3
88
1
2
88
1
1
88
1
0
88
0
9
88
0
8
88
0
7
8807
8808
8809
8810
8811
8812
881
3
881
4
88
1
5
88
1
6
88
1
7
88
1
8
88
1
9
88
2
0
88
2
1
88
2
2
88
2
3
8
8
2
4
8
8
2
4
8
8
2
5
8825
8823
88
2
8
8
8
2
8
8
8
2
7
8
8
2
6
8
8
2
5
8
8
2
4
8
8
2
2
8
8
2
3
8
8
2
1
8
8
2
0
8
8
1
9
8
8
1
7
8
8
1
4
8829
8830
88
2
0
8
8
1
5
88
1
0
88
0
5
8
8
0
0
8
7
9
5
88
0
0
88
0
5
88
1
0
881
5
8
8
1
5
88
2
0
8
8
2
5
8
8
2
0
882
5
882
7
8828
8828
882
5
881
0
Existing Access Road
Widen And Improve For Vehicular Use
Proposed Parking Lot
Utility Easement (Typ)
(4) Proposed RV Sites
Proposed Soil Treatment Area
Existing Tack
Barn Existing
Shed
35' Wetland Setback
Existing Access Road
Widen And Improve For Vehicular Use
Existing Access Road
(4) Proposed RV Sites
Widen Existing Access
Extend Sewer Service To Each RV Site (Typ)
Utilize RV Sewer Connection For Each Unit
Shared Sewer Line
6" SCH-40 @ Min. 2%
Maintain 4.5' Min. Of Cover
RV Site Sewer Service (Typ)
4" SCH-40 @ Min. 2%
Maintain 4' Of Cover
Install Cleanout At Every
Pipe Bend Or Every 100'
(2) 1,500 Gallon Single
Compartment Septic Tanks
Min. 1' and Max 4' Of Cover Over Tank
Install Risers For Manhole Access To Be
Flush With Finish Grade
Distribution Box (D-Box), Install
Bottom Of D-Box Level And Risers For Lid
To Be Flush With Finish Grade.
Inv. In: 8806.16
Inv. Out: 8806.00
4" SCH-40 Manifolds
For Equal Distribution, Tie Effluent Pipe To As Near To The Middle
Of The Distribution Header As Possible. Offset From Any Distribution
Lateral So As To Not Provide A Direct Pathway Into A Single Lateral.
Well 279' From Proposed
Soil Treatment Area Note: Maintain 10 Separation Between
Sanitary and Domestic Water Lines
Consists of (7) 12'x100' Gravity Fed Beds Sized For 2,000 Gallons Per Day.
Configuration Uses 700 Quick 4 Standard Chambers For Effluent Distribution over 8400
Square Feet. Distribution Piping Terminates At Chamber End Cap With Splash Plate To
Prevent Erosion. System Was Sized Utilizing An LTAR Of 0.2 And Infiltrators For A
Distribution Media Reduction. Maintain Max 4' Of Cover Over System. Refer To The
OWTS Report For Additional Information.
Existing
OWTS
Install 6" Sewer Stub Out
For Future Use.
Inv.: 8817.50
1
0
0
.
0
0
120.00
8X10' Water Treatment Shed
882
0
881
5
500 Gallon Concrete
Residual Waste Evaporation Tank
1060 Gallon Poly
Brine Waste Storage Tank
Inv. In: 8806.75
Inv. Out: 8806.50
Inv. In: 8806.45
Inv. Out: 8806.20
6" 45° Pipe Bend
With Cleanout
Inv.: 8813.04
6" 45° Pipe Bend
With Cleanout
Inv.: 8809.77
6" 45° Pipe Bend
With Cleanout
Inv.: 8808.98
6" 45° Pipe Bend
With Wye and Cleanout
Inv.: 8808.98
Tie Into Shared Sewer Line
Inv.: 8820.50
Inv. Out: 8805.85
Inv. Out: 8805.46
Inv. Out: 8805.10
Inv. Out: 8804.74
Inv. Out: 8804.38
Inv. Out: 8804.02
Inv. Out: 8803.63
Install Inspection Port At The Corners Of All Beds
(28 total) (Typ)
Do Not Connect Water Treatment Waste
Management to Proposed OWTS
(7) Transport Lines From Distribution Box To Manifolds
4" Sch-40 @ Min. 2.00%
(1) Proposed ADA
RV Site With ADA Ramp
Drawing Scale
Units (Feet) 1" = 20'
0 20 40
N
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W E
C.05
OWTS Plan
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7
1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
For Construction
Job #: 26.09
02
Co
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XOE
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WW
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W W W W W W W W W W W W W W W W W W W W W W
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SS
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S
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S
XS
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G
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88
3
0
88
2
9
88
2
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88
2
7
88
2
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88
2
5
88
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1
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882
7
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7
8807
8808
8809
8810
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881
3
881
4
88
1
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88
1
6
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1
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88
1
8
88
1
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88
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1
88
2
2
88
2
3
8
8
2
4
8
8
2
4
8
8
2
5
8825
8823
88
2
8
8
8
2
8
8
8
2
7
8
8
2
6
8
8
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8
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8
8
2
2
8
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8
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1
8
8
2
0
8
8
1
9
8
8
1
7
8
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1
4
8829
8830
8832
88
3
4
88
2
0
8
8
1
5
88
1
0
88
0
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8
8
0
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8
7
9
5
88
0
0
88
0
5
88
1
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881
5
8
8
1
5
88
2
0
8
8
2
5
8
8
2
0
882
5
88
2
7
8828
8828
882
5
881
0
Existing Soil Treatment Area
Install Permanent Fence Around
Perimeter To Protect
Existing Access Road
Widen And Improve For Vehicular Use
Proposed Parking Lot
Utility Easement (Typ)
(4) Proposed RV Sites
Proposed Soil Treatment Area
Existing Tack
Barn Existing
Shed
Assumed Wetlands
35' Wetland Setback
Existing Access Road
Widen And Improve For Vehicular Use
Existing Access Road
(4) Proposed RV Sites
Widen Existing Access
Install Pad Mounted Transformer
At Base Of Powerline Pole
Extend Primary Power From Overhead
Electric to Proposed Transformer
Extend (5) Secondary Electric Service
Conduit From Breaker Box To RV Pads
Extend (4) Secondary Electric Service
Conduit From Breaker Box TO RV Pads
Extend Secondary Electric Service Conduit
From Breaker Box To Future Use Tie-In
Install Remote Meter, Shutoff,
And Breaker Box Next To Transformer
Extend Electric To Well For Well Pump
And Water Treatment System
8X10' Water Treatment Shed
882
0
500 Gallon Concrete
Residual Waste Evaporation Tank
1060 Gallon Poly
Brine Waste Storage Tank
Install (1) 1,500 Gallon
Underground Propane Tank Extend Shared Propane Lines From
Propane Tank TO RV Pads
(1) Proposed ADA
RV Site With ADA Ramp
Drawing Scale
Units (Feet) 1" = 20'
0 20 40
N
S
W E
C.06
Electrical And Propane Plan
Of 10 Pages
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1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
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w
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B
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For Construction
Job #: 26.09
02
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XO
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XO
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XO
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XO
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W
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W
W
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W
W
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SS
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SS
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SS
W
S
S
S
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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
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W
W
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XSS
UE
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UE UE UE UE UE UE UE UE UE UE UE
UE
G
G
G
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G
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G
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G G G G G G G G G G G G
G
UE
G
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G
U
E
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UE
UE
UE
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UE
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UE
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UE
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UE
UE
UE
UE
UE
UE
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UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE
UE
G G G G G G G G G G G G G G G G G
G
G
UE
G
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G
E
UE
SS SS SS
SSSS
100
00
10
1
00
1
0
2
0
0
10
3
00
10
4
00
10
5
00
105
27
PC: 102+36.42
PC: 101+71.70
PC: 103+11.02
PC: 103+57.57
PC: 104+62.29PT: 102+66.90
PT: 102+06.39
PT: 103+40.10
PT: 104+37.78
PT: 104+78.17
Start Road Improvement Alignment
STA:100+00.00
N:2687.75
E:1599.30
End Road Improvement Alignment
STA:105+26.66
N:2719.22
E:2121.91
88
3
0
88
2
9
88
2
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88
2
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88
2
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2
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88
2
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88
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88
1
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1
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88
1
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1
0
88
0
9
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0
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0
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88
0
5
88
0
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882
7
88
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88
2
2
88
2
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1
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1
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1
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88
1
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88
0
9
88
0
8
88
0
7
8807
8808
8809
8810
8811
8812
881
3
881
4
88
1
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88
1
6
88
1
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88
1
8
88
1
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88
2
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88
2
1
88
2
2
88
2
3
8
8
2
4
8
8
2
4
8
8
2
5
8825
8823
88
2
8
8
8
2
8
8
8
2
7
8829
8830
8832
88
2
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8
8
1
5
88
1
0
88
0
5
8
8
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0
8
7
9
5
88
0
0
88
0
5
88
1
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881
5
8
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88
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8
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8
8
2
0
882
5
88
2
7
8828
Existing Soil Treatment Area
Install Permanent Fence Around
Perimeter To Protect
Existing Access Road
Widen And Improve For Vehicular Use
Proposed Parking Lot
Utility Easement (Typ)
Existing Tack
Barn Existing
Shed
Assumed Wetlands
35' Wetland Setback
Existing Access Road
Widen And Improve For Vehicular Use
Existing Access Road
(4) Proposed RV Sites
Widen Existing Access
L1
L2
L3
L4 L5
L6C1
C2
C3
C4
C5
10
.
0
0
20.00
Typical Parking Space
19 Spaces Within Parking Lot
Sta:101+23.71
Off:34.25'L
Elev:8828.01
Sta:101+43.68
Off:33.20'L
Elev:8827.45
Sta:101+48.41
Off:27.94'L
Elev:8827.44
Sta:101+48.11
Off:22.21'L
Elev:8827.48Sta:101+33.13
Off:8.00'L
Elev:8828.18
Sta:101+26.86
Off:94.17'L
Elev:8828.01
Sta:101+42.84
Off:93.33'L
Elev:8827.69
Sta:101+53.35
Off:102.79'L
Elev:8827.64
Sta:101+54.19
Off:118.77'L
Elev:8827.88
Sta:102+40.50
Off:103.94'L
Elev:8827.15
Sta:102+37.65
Off:84.93'L
Elev:8826.75
Sta:102+33.73
Off:69.78'L
Elev:8826.43
Sta:102+38.39
Off:57.05'L
Elev:8825.93
Sta:102+47.56
Off:52.94'L
Elev:8825.45
Sta:102+25.98
Off:30.09'L
Elev:8825.45
Sta:102+42.91
Off:23.72'L
Elev:8824.85
Sta:102+19.72
Off:27.37'L
Elev:8825.51
Sta:102+19.42
Off:26.54'L
Elev:8825.49
Sta:102+41.39
Off:9.68'L
Elev:8822.71
Sta:101+69.64
Off:31.83'L
Elev:8826.69
Sta:101+95.48
Off:29.00'L
Elev:8826.06
Sta:100+07.20
Off:8.00'L
Elev:8828.61
Sta:100+19.55
Off:6.04'L
Elev:8828.96
Sta:100+49.12
Off:4.48'L
Elev:8829.65
Sta:100+77.27
Off:4.87'L
Elev:8830.06
10
1
.
3
8
1
3
.
1
4
15.00
26.00
26
.
0
0
26.00 Sta:102+65.30
Off:21.72'L
Elev:8823.09
Sta:102+73.08
Off:6.00'L
Elev:8821.22
Inv. Out
Sta:102+69.64
Off:8.29'L
Elev:8820.97
Inv. In
Sta:102+41.26
Off:12.44'L
Elev:8822.00
12" ADS Culverts
12" ADS Culverts
12" ADS Culverts
R
1
0
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0
0
R15
.
0
0
R15
.
0
0
R10.00
Sta:104+85.84
Off:6.00'L
Elev:8802.78
Sta:104+67.99
Off:29.13'L
Elev:8807.19
Sta:105+07.30
Off:26.19'L
Elev:8802.00
Sta:105+04.21
Off:15.25'L
Elev:8801.98
Sta:104+81.34
Off:18.75'L
Elev:8804.95
Sta:104+95.78
Off:6.00'L
Elev:8801.69
Sta:105+07.42
Off:3.65'L
Elev:8800.01
Sta:105+04.57
Off:6.00'R
Elev:8799.98
Inv. Out
Sta:103+26.68
Off:8.03'L
Elev:8817.65
Inv. In
Sta:103+20.84
Off:8.00'L
Elev:8818.08
Inv. Out
Sta:104+07.45
Off:8.02'L
Elev:8810.89
Inv. In
Sta:103+97.67
Off:7.99'L
Elev:8811.92
12
.
0
0
Sta:100+77.15
Off:8.00'R
Elev:8830.21
R
4
4
.
0
0
R20.
0
0
8X10' Water Treatment Shed
500 Gallon Concrete
Residual Waste Evaporation Tank
1060 Gallon Poly
Brine Waste Storage Tank
Maintain Existing Edge Of Road Along
South Side Of Road Nearest To
Wetlands Area
Start Access
Sta:100+77.22
Elev:8830.16
End Access
Sta:105+06.34
Inv. In
Sta:104+52.52
Off:22.32'L
Elev:8806.00
2.0%
2
.
5
%
3.
6
%
2.0%
ADA Parking Space
RV Access
Parking Space
Road Improvement Alignment Profile
Horizontal Scale: 1"=20'
Vertical Scale: 1"=20'
8795
8800
8810
8820
8830
8795
8800
8810
8820
8830
100+20
EG
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8
2
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.
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G
8
8
2
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3
1
100+40
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101+00
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102+60
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102+80
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103+00
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103+20
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103+40
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103+60
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103+80
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9
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104+00
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104+20
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7
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104+40
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8
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1
104+60
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8
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5
F
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5
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5
1
104+80
EG
8
8
0
3
.
0
F
G
8
8
0
3
.
3
1
105+00
EG
8
8
0
0
.
9
F
G
8
8
0
1
.
1
1
105+20
EG
8
7
9
8
.
9
F
G
8
7
9
8
.
9
1
2.00%
-5.00%
-11.00%
Start Access Improvements
STA = 100+00.00
ELEV = 8828.907
End Access Improvements
STA = 105+26.40
ELEV = 8798.202
PVI STA: 100+83.60
PVI ELEV: 8830.58
K: 8.00
LVC: 56.02
BV
C
S
:
1
0
0
+
5
5
.
5
9
BV
C
E
:
8
8
3
0
.
0
2
EV
C
S
:
1
0
1
+
1
1
.
6
1
EV
C
E
:
8
8
2
9
.
1
8
HIGH PT. STA: 100+71.59
HIGH PT ELEV: 8830.18
PVI STA: 103+55.98
PVI ELEV: 8816.95
K: 20.00
LVC: 120.00
BV
C
S
:
1
0
2
+
9
5
.
9
8
BV
C
E
:
8
8
1
9
.
9
5
EV
C
S
:
1
0
4
+
1
5
.
9
9
EV
C
E
:
8
8
1
0
.
3
5
Line Table
Line
L1
L2
L3
L4
L5
L6
Bearing
N86°59'13"E
N70°25'22"E
S87°45'09"E
S83°35'13"E
N82°16'25"E
N88°20'10"E
Length
171.70'
30.03'
44.12'
17.48'
24.52'
48.49'
Start Point (N,E)
2687.75,1599.30
2703.55,1804.66
2718.18,1862.90
2714.25,1935.98
2713.22,2033.34
2717.81,2073.44
End Point (N,E)
2696.78,1770.76
2713.61,1832.96
2716.45,1906.98
2712.30,1953.34
2716.51,2057.63
2719.22,2121.91
Curve Table
Curve
C1
C2
C3
C4
C5
Radius
80.00'
120.00'
400.00'
325.00'
150.00'
Length
30.47'
34.69'
29.08'
80.20'
15.87'
Tangent
15.42'
17.47'
14.55'
40.31'
7.94'
Chord
30.29'
34.57'
29.07'
80.00'
15.86'
Bearing
N81°20'07"E
N78°42'18"E
S85°40'11"E
N89°20'36"E
N85°18'17"E
Delta
21° 49' 29"
16° 33' 50"
4° 09' 56"
14° 08' 22"
6° 03' 45"
Drawing Scale
Units (Feet) 1" = 20'
0 20 40
N
S
W E
C.07
Road Improvements Plan And
Profile
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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
For Construction
Job #: 26.09
02
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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
XOE
XOE
XOE
XOE
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
XO
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
O
E
X
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E
X
O
E
X
O
E
X
O
E
X
O
E
<
<<<
<
<<<
<
<
<
<
<
<
<
<
<
<
<<
WW
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
W
W
W
WWWWWWWWWWWWWWWWWWW
W
W
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
W W W
W
SS
SSSSSS
SSSSSS
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
W
W
W
W
W
W
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
UE
UE
UE
UE
UE
UE
UE
UE UE UE UE UE UE UE UE UE UE UE
UE
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G G G G G G G G G G G G
G
UE
G
UE
G
U
E
G
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 UE UE UE UE UE UE UE UE UE
UE
G G G G G G G G G G G G G G G G G
G
G
UE
G
UE
G
UE
G
E
UE
SS SS
S
S
SSSS
20
00
2100
22
00
23
00
24 00
24
32
PC: 20+42.09
PC: 21+05.62
PC: 22+61.46
PT: 20+82.49
PT: 21+76.93
PT: 23+47.23
Start RV Loop Alignment
STA:20+00.00
N:2712.79
E:1833.75
End RV Loop Alignment
STA:24+32.26
N:2714.46
E:2051.03
88
3
0
88
2
9
88
2
8
88
2
7
88
2
6
88
2
5
88
2
4
88
2
3
88
2
2
88
2
1
88
2
0
88
1
9
88
1
8
88
1
8
88
1
7
88
1
6
88
1
5
88
1
4
88
1
3
88
1
1
88
1
0
88
0
9
88
0
8
88
0
7
88
0
5
88
0
4
88
0
3
88
0
2
882
7
88
2
6
88
2
2
88
2
1
88
2
0
88
1
9
88
1
8
88
1
7
88
1
6
88
1
5
88
1
4
88
1
3
88
1
2
88
1
1
88
1
0
88
0
9
88
0
8
88
0
7
8807
8808
8809
8810
8811
8812
881
3
881
4
88
1
5
88
1
6
88
1
7
88
1
8
88
1
9
88
2
0
88
2
1
88
2
2
88
2
3
8
8
2
4
8
8
2
4
8
8
2
5
8825
8823
88
2
8
8
8
2
8
8
8
2
7
8
8
2
6
8
8
2
5
8
8
2
4
8
8
2
2
8
8
2
3
8
8
2
1
8
8
2
0
8
8
1
9
8
8
1
7
8
8
1
4
8829
88
0
5
8
8
0
0
8
7
9
5
88
0
0
88
0
5
88
1
0
881
5
8
8
1
5
88
2
0
8
8
2
5
8
8
2
0
882
5
88
2
7
8828
8828
882
5
881
0
Existing Access Road
Widen And Improve For Vehicular Use
Proposed Parking Lot
Utility Easement (Typ)
(4) Proposed RV Sites
Existing Access Road
Widen And Improve For Vehicular Use
Existing Access Road
(4) Proposed RV Sites
Widen Existing Access
L7
L8
L9
L1
0
C6
C7
C
8
Sta:21+49.25
Off:59.09'L
Elev:8826.83
Sta:21+68.00
Off:35.82'L
Elev:8823.71
Sta:22+04.24
Off:30.63'L
Elev:8820.65
Sta:22+45.83
Off:31.27'L
Elev:8817.23
Sta:22+76.66
Off:40.46'L
Elev:8814.39
Sta:20+58.69
Off:44.02'R
Elev:8820.29
Sta:20+66.76
Off:79.68'R
Elev:8818.13
Sta:24+09.75
Off:69.53'R
Elev:8816.14 Sta:24+03.38
Off:34.64'R
Elev:8813.29
Sta:24+31.80
Off:28.62'R
Elev:8809.19
Sta:24+02.70
Off:6.00'R
Elev:8807.27
Sta:23+99.73
Off:6.00'L
Elev:8807.19
Sta:24+19.54
Off:28.72'L
Elev:8802.78
Sta:20+38.51
Off:6.00'R
Elev:8823.09
Sta:20+30.30
Off:21.70'R
Elev:8821.22
Sta:20+10.05
Off:6.00'L
Elev:8822.71
Flow Line
Sta:21+37.12
Off:8.00'L
Elev:8825.20
Flow Line
Sta:22+35.00
Off:8.00'R
Elev:8817.69
Inv. In
Sta:24+10.22
Off:9.03'R
Elev:8806.01
Inv. Out
Sta:24+07.52
Off:22.52'L
Elev:8804.95
Rip Rap
Sta:23+96.63
Off:47.23'L
Elev:8802.00
Rip Rap
Sta:24+07.90
Off:45.47'L
Elev:8802.00
Inv. In
Sta:20+11.60
Off:8.30'L
Elev:8822.00
Inv. Out
Sta:20+30.22
Off:17.56'R
Elev:8822.10
12.0
0
8X10' Water Treatment Shed
500 Gallon Concrete
Residual Waste Evaporation Tank
1060 Gallon Poly
Brine Waste Storage Tank
8'x20' ADA Parking Space
With 5' Wide Walkway
Maintain Max 2% Slopes
Through Entire Surface
Sta:21+49.24
Off:27.54'L
Elev:8825.17
Sta:21+54.21
Off:24.96'L
Elev:8825.01
(1) Proposed ADA
RV Site With ADA Ramp
Sta:21+11.16
Off:6.00'R
Elev:8824.80
Sta:21+02.49
Off:14.00'R
Elev:8824.43
Sta:20+75.07
Off:6.00'R
Elev:8823.95
Sta:20+82.49
Off:14.00'R
Elev:8823.96
8'x20' RV Access
Parking Space
RV Loop Alignment Profile
Horizontal Scale: 1"=20'
Vertical Scale: 1"=20'
8805
8810
8820
8830
8805
8810
8820
8830
20+20
EG
8
8
2
3
.
3
F
G
8
8
2
2
.
7
7
20+40
EG
8
8
2
3
.
3
F
G
8
8
2
3
.
2
4
20+60
EG
8
8
2
3
.
6
F
G
8
8
2
3
.
7
1
20+80
EG
8
8
2
4
.
3
F
G
8
8
2
4
.
1
8
21+00
EG
8
8
2
4
.
9
F
G
8
8
2
4
.
6
5
21+20
EG
8
8
2
5
.
2
F
G
8
8
2
5
.
1
2
21+40
EG
8
8
2
5
.
0
F
G
8
8
2
5
.
0
2
21+60
EG
8
8
2
3
.
7
F
G
8
8
2
3
.
7
5
21+80
EG
8
8
2
2
.
1
F
G
8
8
2
2
.
3
0
22+00
EG
8
8
2
0
.
5
F
G
8
8
2
0
.
8
5
22+20
EG
8
8
1
9
.
2
F
G
8
8
1
9
.
4
0
22+40
EG
8
8
1
7
.
9
F
G
8
8
1
7
.
9
5
22+60
EG
8
8
1
6
.
6
F
G
8
8
1
6
.
5
0
22+80
EG
8
8
1
5
.
2
F
G
8
8
1
5
.
0
5
23+00
EG
8
8
1
3
.
5
F
G
8
8
1
3
.
6
0
23+20
EG
8
8
1
1
.
9
F
G
8
8
1
2
.
1
5
23+40
EG
8
8
1
0
.
9
F
G
8
8
1
0
.
7
1
23+60
EG
8
8
1
0
.
1
F
G
8
8
0
9
.
5
0
23+80
EG
8
8
0
9
.
5
F
G
8
8
0
8
.
4
0
24+00
EG
8
8
0
8
.
5
F
G
8
8
0
7
.
3
0
24+20
EG
8
8
0
7
.
0
F
G
8
8
0
6
.
2
0
2.35%
-7.25%
-5.50%
Start RV Loop
STA = 20+11.64
ELEV = 8822.578
End RV Loop
STA = 24+24.89
ELEV = 8805.931
PVI STA: 23+45.91
PVI ELEV: 8810.27
K: 10.00
LVC: 17.52
BV
C
S
:
2
3
+
3
7
.
1
5
BV
C
E
:
8
8
1
0
.
9
1
EV
C
S
:
2
3
+
5
4
.
6
7
EV
C
E
:
8
8
0
9
.
7
9
HIGH PT STA: 21+28.56
HIGH PT ELEV: 8825.24
PVI STA:21+35.91
PVI ELEV:8825.50
K:3.00
LVC:28.80
BV
C
S
:
2
1
+
2
1
.
5
1
BV
C
E
:
8
8
2
5
.
1
6
EV
C
S
:
2
1
+
5
0
.
3
1
EV
C
E
:
8
8
2
4
.
4
5
Line Table
Line
L7
L8
L9
L10
Bearing
N37°00'00"E
N6°08'25"E
N87°51'15"E
S6°08'25"W
Length
42.09'
23.14'
84.53'
85.02'
Start Point (N,E)
2712.79,1833.75
2783.52,1873.76
2851.14,1924.07
2798.99,2060.13
End Point (N,E)
2746.41,1859.09
2806.53,1876.23
2854.31,2008.54
2714.46,2051.03
Curve Table
Curve
C6
C7
C8
Radius
75.00'
50.00'
50.00'
Length
40.40'
71.31'
85.77'
Tangent
20.70'
43.25'
57.81'
Chord
39.91'
65.42'
75.63'
Bearing
N21°34'13"E
N46°59'50"E
S43°00'10"E
Delta
30° 51' 35"
81° 42' 50"
98° 17' 10"
Drawing Scale
Units (Feet) 1" = 20'
0 20 40
N
S
W E
C.08
RV Loop Plan And Profile
Of 10 Pages
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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
For Construction
Job #: 26.09
02
Co
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43
'
22'
Typical Dimensions Of RV Site
Water and Storm Sewer Trenching Detail
24" Wide Trench
6" Depth Bedding Material
Below Utility Line
12" Depth Bedding Material
Above Utility Line
Service Line
Sizing and Material As Per Plan
Shown on Utility Sheet
Wrap Bedding Material
Within Geotextile Fabric
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 7'
Storm Sewer: As Per Plan
Not to Scale
Note: Water and Sanitary Sewer Service Lines
Require a Minimum 10' of Separation
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
DESIGN NOTES
·Design per performance test per ASTM C1227
·Top surface area 56.25 ft²
·f'c @ 28 days; concrete = 6,000 PSI Min.
Installation:
·Tank to be set on 5" min. sand bed or pea
gravel
·Tank to be backfilled uniformly on all sides in
lifts less than 24" and mechanically compacted
·Excavated material may be used for backfill,
provided large stones are removed
·Excavation should be dewatered and tank
filled with water prior to being put in service for
installation with water table less than 2' below
grade
·Meets C1644-06 for resilient connectors
·Inlet and Outlet identified above pipe
·Delivered complete with internal piping
·4' Maximum bury depth
Top View
Section View
4.83'
4.83'
20" Clear Access
Tank
ID
24" Min. Riser
Height
5" Conc.
Risers To Grade
Flexible Boot
3" Conc.
Butyl Rubber
Sealant
5.67'
4.67'
4.33'
4.50'
1.58'
Residual Pit Tank
500 Gallon, 1-Compartment Concrete Tank
Not to Scale
Grated Manhole Lid
For Evaporation
Brine Tank
500 Gallon, 1-Compartment Tank
Not to Scale
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
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
C.08
Construction Details
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1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
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For Construction
Job #: 26.09
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Sanitary Sewer Trenching Detail
24" Wide Trench
6" Depth Bedding Material
Below Utility Line
12" Depth Bedding Material
Above Utility Line
Residential Sanitary Sewer Line
Wrap Bedding Material
Within Geotextile Fabric
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
Sanitary Sewer: Minimum 4.5'
Not to Scale
Note: Water and Sanitary Sewer Service Lines
Require a Minimum 10' of Separation
2.33'
1.25'1.17'
2.33'
2.08'
0.58'0.42'
1.25'
1.00'
1.17'
2.33'
1.25'
Top View Section View
Top View
Lid View
Knock Down Baffle
2" Conc.
1.5" Conc.
Side View End View
1.00'
2.33'1.25'
1.00'
1.00'
Riser Section Access To
Grade Required
DESIGN NOTES
·6000 PSI Concrete
·7 Outlet Equal Flow
·Slide-In Baffle
·4" Pipe Penetration Ports
·Connectors Cast Into The Box
·12" Riser Available
·Roto-Flow 4" Or Ploylock Equalizer "V-Notch"
Weir Required For Connection
Weight:
D-Box With Baffle - 200 lbs
D-Box Lid - 75 lbs
D-Box Riser - 140 lbs Concrete Distribution Box Detail
Not to Scale
Inspection Port Detail
Not to Scale
Slip On PVC Cap.
Do Not Use Glue.
Finish. Grade
4" Sch-40 PVC Inspection Pipe
1/4" Drilled Hole For Ventilation,
Located Below Slip On Cap
Quick 4 Standard Chamber,
See Typical Section Detail
2" Leveling Sand
Uncompacted
Native Soil
Irrigation Valve Box Cover
Flush With Finished Grade
6" Topsoil Layer
Minimum 6" of Top Soil
Revegetate
Typical Bed Detail
Not to Scale
2" Leveling Sand Meeting Secondary Sand
Requirements Of OWTS Regulations
Undisturbed, Native Soil
Quick 4 Standard
Chamber (Typ.)
Distribution Piping Releases Effluent Into
Ends Of Infiltrators
Native, Uncompacted Backfill
12.00' Maximum Width Per Bed
Min. 1' Cover Over Bed
34"
2"
8"
12"
Maintain Existing G
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OWTS Installation Notes
1.The Contractor/Installer Shall Conform To Garfield County Public Health And Environment On-Site Wastewater Treatment
System (OWTS) Regulations.
2.The OWTS Shall Be Installed As Per CRC Approved Plans And Manufacturer Recommendations. Substations Or Field
Changes Shall Not Be Completed Without Approval From CRC. Shop Drawings Shall Be Provided For Approval By CRC Prior
To Construction.
3.The Septic Field Shall Be Kept Protected By Fencing Or Other Measures To Ensure No Equipment, Staging, Storage, Or Any
Other Materials That Will Compact The Septic Field Soils. Any Soils Compacted Shall Be Replaced With Garfield County
OWTS Regulation Approved Sand.
4.Piping Shall Be Solvent Welded. All Piping Shall Be Bed As Per The Sanitary Sewer Pipe Bedding Detail Provided.
5.Re-Seeding And Revegetation Of All OWTS Components Is The Responsibility Of The Owner. Re-Seeding Shall Be
Completed As Soon As Feasibly Possible.
6.Septic Tank And Other OWTS Components Shall Be Installed With Water Tight Assemblies To Prevent Additional Water
Entering The OWTS. Overloading The OWTS With Groundwater Or Other Constant Flows Will Compromise The System.
7.Anti-Floatation Measures Must Be Taken For All OWTS Components, Especially Concrete Tanks, If Groundwater Is Present.
Soil Treatment Area Notes
1.Soil Treatment Area Shall Be Constructed With Quick 4 Standard Chambers, As Described In The Drawings And Report.
2.Chambers Shall Be Installed As Level As Possible Within The Bed. A Total Of 700 Quick 4 Standard Chambers Shall be
Installed In A 7-Bed Configuration. Each of the Seven Beds are 12' Wide x 100' Long.
3.Chambers Shall Have At Least 1' Of Cover Minimum And 4' Of Cover Maximum.
4.All Effluent Lines From The Tank To The Distribution Box Shall Be 4" Sch-40 PVC. All Effluent Lines From The Distribution
Box To The Manifold Shall be 4" Sch-40 PVC. Use Adequate Pipe Bends And Fittings To Follow Natural Grade And To Meet
Minimum Slope And Cover Requirements. All Manifold Lines Shall Be 4" Sch-40 PVC and Be Installed Level. A Quick 4
Splash Plate Shall Be Installed At Distribution Pipe End At The Quick 4 Infiltrator End Cap.
5.4" Inspection Ports Shall Be Installed At Each Corner Of Each Bed Of The Soil Treatment Area.
Max. 4' Cover Over Bed
Sanitary Sewer Sleeving Detail
Not to Scale
Schedule 40 PVC Encasement Pipe. Pipe
Size To Be Large Enough To Sufficiently
Slide Over Sanitary Sewer Pipe.
Schedule 40 PVC Rigid End Section At The
Start And End Of Encasement Pipe, Glued
In A Water Tight Fashion.
Sanitary Sewer Service Line. Size And
Material Called Out On OWTS Layout Plans.
Drill Hole In Rigid End Section Large Enough For Sanitary
Sewer Pipe To Slide Through At The Lowest Point In The
Encasement. A PVC, Water-Tight, Underground, Sealant
Shall Be Used At Drill Hole Once Encasement Is Set.
Sanitary Sewer Pipe Shall Rest On Bottom
Of Encasement. Maintain Specified Slope.
OWTS Tank
1,500 Gallon, 1-Compartment Tank
Not to Scale
C.10
OWTS Details
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7
1101 Village Road, Unit UL-3C
Carbondale, CO 81623
(970) 510 - 5312
VJ
T
Re
v
i
e
w
e
d
B
y
For Construction
Job #: 26.09
02
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