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Home My WebLink AboutA2 - Civil Engineering PlansLot 1 Lot 2 Lot 3 Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Lot 9 Lot 10 Lot 11 Lot 12 Lot 13 Lot 14 Open Space Open Space Right-Of-Way B a l d E a g l e W a y E x i s t i n g R i g h t - O f - W a y County Road 109 Existing Right-Of-Way Aspen Glen Golf Course Sages Development Proposed Subdivision Proposed Drainage Easement Proposed Cart Path Realignment Proposed Cart Path Realignment Existing Property Line (Typ) Proposed Property Lines (Typ) 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 Civil's 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, 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 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. XC XC C C C XFO XFO FO FO << FD FD XG XG G G G XSS XSS SS SS XUE XUE UE UE XOE XOE OE OE XT XT T T T XW XW W W W XWS XWS WS WS XRW XRW RW RW 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 Raw Water Line S.F.L. Structural Floor Level Electric/Tele/Comm WS WS Drawing Scale Units (Feet) 1" = 50' 0 50 100 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 Sages Aspen Glen Garfield County, Colorado Parcel # 239513400405 C.01 Title Sheet SITE Aspen Glen Subdivision Highway 82 County Road 109 Bald Eagle Way Vicinity Map Not To Scale N S W E Sheet List Table Sheet Number Sheet Title C.01 Title Sheet C.02 Site Plan C.03 Planning Verifications C.04 Drainage Analysis C.05 Slope Analysis C.06 Grading and Drainage North C.07 Grading and Drainage South C.08 Access Plan and Profile C.09 Sanitary Sewer C.10 Potable Water C.11 Shallow Utilities HY D HY D HY D S S S T S 1 0 0 . 0 1 0 2 . 0 1 0 . 0 6.0 5 . 0 5 . 0 6080 6075 6070 6065 6080 6075 6070 6065 6080 6075 6080 6080 6075 6065 6085 6080 6075 608 0 6075 6070 6073 6071 60 7 8 6082 1 0 0 . 0 100. 0 6067 6072 60 7 4 6065 6065 6066 6065 60 6 7 6069 6068 6068 6067 6 0 6 6 6068 6066 6065 6064 6064 6066 6 0 7 5 6068 6068 6069 6070 6072 6075 6071 6073 6075 6078 6076 6074 6072 60 6 9 60 6 8 6 0 6 7 60 6 7 6 0 6 8 6 0 6 9 6075 6 0 6 8 6 0 6 7 60 6 5 60 6 4 6064 6064 6065 6 0 6 9 6067 60 6 6 6066 6066 6067 6 0 6 7 6 0 6 5 6 0 6 4 6 0 6 4 6 0 6 5 6 0 6 3 6063 6080 6075 607 2 6 0 7 0 6 0 6 9 6069 6068 6069 606 8 6067 6068 6069 6070 6071 60 7 3 6 0 7 5 6085 6080 60 7 7 60 7 5 60 7 1 6071 60 7 0 60 6 9 607 8 6076 6074 6072 6070 6071 6069 6072 6074606 8 6070 6072 6074 6067 6066 60 6 5 60666065 6065 County Road 109 Bald Eagle Way Lot 1 10,415 S.F. Lot 2 9,801 S.F. Lot 3 7,279 S.F. Lot 4 8,637 S.F. Lot 5 8,985 S.F. Lot 6 7,838 S.F. Lot 7 7,767 S.F. Lot 8 7,524 S.F. Lot 9 7,152 S.F. Lot 10 7,444 S.F. Lot 11 8,174 S.F. Lot 12 8,898 S.F. Lot 13 8,994 S.F. Lot 14 8,507 S.F. HOA Open Space 36,459 S.F. HOA Open Space 9,866 S.F. Right-Of-Way 21,119 S.F. Proposed 22' Wide Asphalt Access Road With Curb And Gutter Existing Cart Path And Corresponding Easements To Be Realigned Existing Property Line (Typ) Proposed Property Line (Typ) Proposed Residence (Typ) Proposed 20' Wide Drainage Easement For Existing 30" Corrugated Metal Pipe Through Lots 2 and 3 Proposed Driveways (Typ) Proposed 27' Wide Right-Of-Way Turnaround Area Realigned Asphalt Cart Path Realigned Cart Path Storm Water Inlets Existing 25' Drainage Easement Proposed 25' Wide Drainage Easement For Existing 30" Corrugated Metal Pipe Through Right-Of-Way And Open Space Hatched Areas Represent Proposed Drainage Easements Through Sites. Widths Vary Setback Line (Typ) Proposed Patio (Typ) Retaining Wall (Typ) Trench Drain (Typ) Curb and Gutter (Typ) Fire Hydrant (Typ) Drawing Scale Units (Feet) 1" = 30' 0 30 60 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 C.02 Site Plan HY D HY D HY D S S S T S 1 0 0 . 0 1 0 2 . 0 1 0 . 0 6.0 5 . 0 5 . 0 6080 6075 6070 6065 6080 6075 6070 6065 6080 6075 6080 6080 6075 6065 6085 6080 6075 608 0 6075 6070 6073 6071 60 7 8 6082 1 0 0 . 0 100.0 6067 6072 60 7 4 6065 6065 6066 6065 60 6 7 6069 6068 6068 6067 6 0 6 6 6068 6066 6065 6064 6064 6066 6 0 7 5 6068 6068 6069 6070 6072 6075 6071 6073 6075 6078 6076 6074 6072 60 6 9 60 6 8 6 0 6 7 60 6 7 6 0 6 8 6 0 6 9 6075 6 0 6 8 6 0 6 7 60 6 5 60 6 4 6064 6064 6065 6 0 6 9 6067 606 6 6066 6066 6067 6 0 6 7 6 0 6 5 6 0 6 4 6 0 6 4 6 0 6 5 6 0 6 3 6063 6080 6075 607 2 6 0 7 0 6 0 6 9 6069 6068 6069 606 8 6067 6068 6069 6070 6071 60 7 3 6 0 7 5 6085 6080 60 7 7 60 7 5 60 7 1 6071 60 7 0 60 6 9 607 8 6076 6074 6072 6070 6071 6069 6072 6074606 8 6070 6072 6074 6067 6066 60 6 5 60666065 6065 EX:74.40 EX:67.88 EX:65.99 EX:65.02 EX:67.11 EX:69.81 EX:66.92 EX:64.67 EX:64.75 EX:65.29 EX:67.80 EX:67.57 EX:66.79 EX:65.17 EX:63.79 EX:63.09 EX:65.39 EX:65.75 EX:65.38 EX:63.40 EX:63.86 EX:65.46 EX:65.82 EX:66.11 EX:66.73 EX:65.44 EX:64.92 EX:65.81 EX:68.80 EX:67.19 EX:74.63 EX:69.41 EX:70.04 EX:70.50 EX:75.03 EX:75.89 EX:76.00 EX:71.22 EX:72.08 EX:72.29 EX:74.29 EX:75.80 Proposed 22' Wide Asphalt Access Road With Curb And Gutter Existing Cart Path And Corresponding Easements To Be Realigned Existing Property Line (Typ) Proposed Property Line (Typ) 20' Rear Setback (Typ) 20' Front Setback Proposed Residence (Typ) Proposed 20' Wide Drainage Easement For Existing 30" Corrugated Metal Pipe Through Lots 2 and 3 Proposed Driveways (Typ) Proposed 27' Wide Right-Of-Way Turnaround Area 7.5' Side Setback (Typ)Realigned Asphalt Cart Path Realigned Cart Path Storm Water Inlets Existing 25' Drainage Easement Proposed 25' Wide Drainage Easement For Existing 30" Corrugated Metal Pipe Through Right-Of-Way And Open Space Hatched Areas Represent Proposed Drainage Easements Through Sites. Widths Vary Roof Overhang (Typ) 18" Roof Overhang Allowance Setback Line (Typ) Proposed Patio (Typ) Retaining Wall (Typ) Trench Drain (Typ) Curb and Gutter (Typ) Fire Hydrant (Typ) County Road 109 Bald Eagle Way Lot 1 10,415 S.F. Lot 2 9,801 S.F. Lot 3 7,279 S.F. Lot 4 8,637 S.F. Lot 5 8,985 S.F. Lot 6 7,838 S.F. Lot 7 7,767 S.F. Lot 8 7,524 S.F. Lot 9 7,152 S.F. Lot 10 7,444 S.F. Lot 11 8,174 S.F. Lot 12 8,898 S.F. Lot 13 8,994 S.F. Lot 14 8,507 S.F. HOA Open Space 36,459 S.F. HOA Open Space 9,866 S.F. Right-Of-Way 21,119 S.F. Drawing Scale Units (Feet) 1" = 30' 0 30 60 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 C.03 Planning Verifications WS WS WS W S W S W S W S > > > > > > >>>> > > >>>>>>>>>>>>>>>>>>> > >>>>>>> > >>>>>> > >>>>>>>>>>>>> >>>>> > > > > > > > > > > > > > > > > > > > > > > >>>> > > > > >>>> > > > E1-Existing Inlet Collects Point Of Concentration For Offsite Basin OS2 S9-Drain Basin Collects Basin 1.7 S7-Drain Basin Collects Basin 1.6 S6-Drain Basin Collects Basin 1.5 S3-Drain Basin Collects Basin 1.2 S1-Culvert Headwall Collects Offsite Basin OS1 and Basin 1.1 S4-Curb Inlet Collects Basin 1.3 S5-Curb Inlet Collects Basin 1.4 OS1 32,140 Sq Ft 2% Imp. 1.1 15,390 Sq Ft 23% Imp. OS2 220,7773 Sq Ft 1% Imp. 1.3 53,750 Sq Ft 45% Imp.1.2 26,670 Sq Ft 40% Imp. 1.6 17,940 Sq Ft 46% Imp. 1.5 18,325 Sq Ft 55% Imp. 1.7 30,620 Sq Ft 45% Imp. 1.4 9,225 Sq Ft 100% Imp. OS1 Flow Line Overland Distance: 2550 Feet Average Slope: 12% Time Of Concentration: 20.31 Minutes OS1 Flow Line Overland Distance: 480 Feet Time Of Concentration: 5 minutes Note: This Offsite Analysis Utilizes Garfield County GIS 2 foot contours. Drawing Scale Units (Feet) 1" = 100' 0 100 200 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 C.04 Drainage Analysis HY D HY D HY D S S S T S 6080 6075 6070 6065 6080 6075 6070 6065 6080 6075 6080 6080 6075 6065 6085 6080 6075 608 0 6075 6070 6073 6071 60 7 8 6082 6067 6072 60 7 4 6065 6065 6066 6065 60 6 7 6069 6068 6068 6067 6 0 6 6 6068 6066 6065 6064 6064 6066 6 0 7 5 6068 6068 6069 6070 6072 6075 6071 6073 6075 6078 6076 6074 6072 60 6 9 60 6 8 6 0 6 7 60 6 7 6 0 6 8 6 0 6 9 6075 6 0 6 8 6 0 6 7 60 6 5 60 6 4 6064 6064 6065 6 0 6 9 6067 60 6 6 6066 6066 6067 6 0 6 7 6 0 6 5 6 0 6 4 6 0 6 4 6 0 6 5 6 0 6 3 6063 6080 6075 607 2 6 0 7 0 6 0 6 9 6069 6068 6069 606 8 6067 6068 6069 6070 6071 60 7 3 6 0 7 5 6085 6080 60 7 7 60 7 5 60 7 1 6071 60 7 0 60 6 9 607 8 6076 6074 6072 6070 6071 6069 6072 6074606 8 6070 6072 6074 6067 6066 60 6 5 60666065 6065 County Road 109 Bald Eagle Way Lot 1 10,415 S.F. Lot 2 9,801 S.F. Lot 3 7,279 S.F. Lot 4 8,637 S.F. Lot 5 8,985 S.F. Lot 6 7,838 S.F. Lot 7 7,767 S.F. Lot 8 7,524 S.F. Lot 9 7,152 S.F. Lot 10 7,444 S.F. Lot 11 8,174 S.F. Lot 12 8,898 S.F. Lot 13 8,994 S.F. Lot 14 8,507 S.F. HOA Open Space 36,459 S.F. HOA Open Space 9,866 S.F. Right-Of-Way 21,119 S.F. Drawing Scale Units (Feet) 1" = 30' 0 30 60 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 C.05 Slope Analysis 0.00% - 19.99% 20.00% - 29.99% 30.00% - 50.00% Slope Analysis Key No Color HY D HY D 6070 6065 6080 6075 6070 6065 6080 6075 6080 6080 6075 6065 Existing Property Line (Typ) Proposed Property Line (Typ) Building Setback (Typ) 2. 0 % 2.0% 2. 0 % 13 . 2 % 1 0 . 0 % 2. 0 % 2.0% 2.0% 2 . 7 % 2 . 9 % 1.9 % 10. 8 % 2.0% 2 . 0 % 1 0 . 9 % 6 . 3 % 9 . 1 % 2 . 0 % 2.0% 17.5% 1.0% 2 . 0 % 2 . 0 % Retaining Wall Max Height 4' Retaining Wall Max Height 7' 6" Step Off Patios Into Landscaping 18" Step Off Patio Into Landscaping In Corner 6" Step Off Patios Into Landscaping Trench Drains Rim:6069.15 6" Step Off Patios Into Landscaping 2. 0 % 2 . 0 % Realigned Golf Cart Path. Final Alignment And Grading To Be Coordinated With Aspen Glen Golf Course Proposed Patio (Typ) Proposed Driveway (Typ) Trench Drains Rim: 6067.08 Proposed Drainage Easement (Typ) Width Varies 6" Step Off Patios Into Landscaping 22' Wide Crowned Asphalt Access Proposed Flow Line (Typ) 2. 0 % 2.0% 2. 0 % 6. 7 % 4. 3 % 6" Step Off Patios Into Landscaping 6" Step Off Patios Into Landscaping Retaining Wall Max Height 7' Trench Drains Rim: 6065.90 9. 9 % 2. 0 % 2.0% 2. 0 % 2.0% 2 . 0 % 2 . 0 % 9 . 8 % 3. 0 % 1.0% 2. 0 % 2. 0 % Proposed Drainage Easement For Existing Infrastructure Lot 1 Proposed Residence S.F.L.:6069.25 < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < Lot 2 Proposed Residence S.F.L.:6069.25 Lot 3 Proposed Residence S.F.L.:6067.17 Lot 4 Proposed Residence S.F.L.:6067.17 Lot 5 Proposed Residence S.F.L.:6066.00 Lot 6 Proposed Residence S.F.L.:6066.00 Lot 7 Proposed Residence S.F.L.:6066.00 6067 6065 6065 6066 6065 60 6 7 6069 6068 6068 6067 6 0 6 6 6068 6066 6065 6064 6064 6066 6068 6068 6069 6070 6072 6075 6071 6073 6075 6078 6076 6074 6072 60 6 9 60 6 8 6 0 6 7 60 6 7 6 0 6 8 6 0 6 9 6075 6 0 6 8 6 0 6 7 60 6 5 60 6 4 6064 6064 6065 6 0 6 9 6067 606 6 6066 6066 6067 6 0 6 7 6 0 6 5 6 0 6 4 6 0 6 4 6 0 6 5 6 0 6 3 6063 2 . 0 : 1 68.00 68.00 69.50 70.00 70.00 70.00 72.00 74.00 80.00 74.00 76.00 81.00 74.00 74.00 69.47 69.30 69.50 S9-Drain Basin Tie Into Existing Culvert Install 4' Diameter Manhole Access With Grated Lid Rim:6063.50' Sump:6058.71' S8-Pipe Inv In: 6059.23' E1-Existing Pipe Inv In: 6059.21' E2-Existing Pipe Inv Out: 6059.21' S8-Pipe 133.55' Of 24" ADS @ 0.50% S8-Drain Basin 24" Nyloplast Drain Basin With Solid Lid Rim:6063.87' Sump:6059.40' S7-Pipe Inv In: 6059.90' S8-Pipe Inv Out: 6059.90' S7-Pipe 17.77' Of 24" ADS @ 0.50% S7-Drain Basin 24" Nyloplast Drain Basin With Grated Lid Rim:6063.66' Sump:6059.49' S6-Pipe Inv In: 6059.99' S7-Pipe Inv Out: 6059.99' S6-Pipe 136.25' Of 24" ADS @ 0.50% S6-Drain Basin 24" Nyloplast Drain Basin With Grated Lid Rim:6062.86' Sump:6060.17' S3-Pipe Inv In: 6060.67' S5-Pipe Inv In: 6060.67' S6-Pipe Inv Out: 6060.67' Retaining Wall Max Height 4' TOW: 74.00 70.00 70.00 70.00 70.00 74.00 74.00 E2-Existing Stormwater Manhole 4' Diameter Concrete Manhole Access Rim:6061.80' Sump:6057.00' E2-Existing Pipe Inv In: 6057.00' E2-Existing Pipe 55.78' Of 30" CMP @ 3.97% E1-Existing Pipe 188.41' Of 30" CMP @ 3.98% E1-Existing Inlet Existing Concrete Vault With Grated Lid and Culvert. E1-Existing Pipe Inv Out: 6066.70' Fire Hydrant Fire Hydrant County R o a d 1 0 9 Right-O f - W a y Aspen Glen Golf Course Existing 25' Wide Drainage Easement 69.00 71.80 76.00 73.00 70.24 69.35 69.00 Turnaround Area 2' Wide Rollover Curb and Gutter S4-Curb Inlet Concrete Vault With Combination Inlet Rim:6065.85' Sump:6062.88' S4-Pipe Inv Out: 6063.38' S4-Pipe 26.69' Of 18" ADS @ 2.00% S5-Curb Inlet Concrete Vault With Combination Inlet Rim:6066.00' Sump:6062.35' S4-Pipe Inv In: 6062.85' S5-Pipe Inv Out: 6062.85' S5-Pipe 108.80' Of 18" ADS @ 2.00% TOW: Varies Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 C.06 Grading and Drainage North Grading Notes: - Finished Grade at building foundation walls are graded at 8" below the Structural Floor Level. - Grades Around The Proposed Structures Are To Be Maintained At 10% Away From The Structure For 10 Feet Minimum As Per Geotech. - All Patios Maintain A 6" Step Into Proposed Grades. - S.F.L. Label Refers to Structural Floor Level - Garage Finish Floor Is Set To Match Structural Floor Level. HY D HY D S T 6080 6075 6070 6065 6085 6080 6075 608 0 6075 6073 60 7 8 6082 4. 3 % 2.0% 2. 0 % 2.0% 2 . 0 % 2 . 0 % 2 . 0 % 2.0% 2 . 0 % 2 . 0 % 2.0% 2 . 0 % 2 . 0 % 2.0% 2 . 0 % 1 1 . 9 % 1 0 . 0 % 9 . 8 % 1 0 . 0 % 6. 5 % 5. 8 % 7. 7 % 9. 0 % 9 . 7 % 8. 7 % 1 0 . 9 % 9 . 8 % 3. 0 % 1.0% 2. 0 % 2. 0 % 2 . 0 % 2 . 0 % 1.5% 8.0% TOW : V a r i e s TOW: 6 0 7 3 . 5 0 TOW: 6 0 8 2 . 5 0 TOW: 6 0 7 3 . 5 0 TOW: 6 0 7 9 . 5 0 TOW: 6 0 7 4 . 5 0 TOW: 6 0 7 4 . 5 0 TOW: 6 0 8 0 . 5 0 TOW: 6 0 8 0 . 5 0 Existing Property Line (Typ) Proposed Property Line (Typ) Building Setback (Typ) 6" Step Off Patios Into Landscaping Proposed Drainage Easement (Typ)Proposed Flow Line (Typ) 6" Step Off Patios Into Landscaping Realigned Asphalt Golf Cart Path Proposed Patio (Typ) Trench Drains Rim:6065.90 Proposed Flow Line To Convey Offsite Basin Trench Drains Rim:6067.40 Proposed Driveway (Typ) 22' Wide Crowned Asphalt Access Curb Inlets Rim: 6065.80 Retaining Wall Max Height 7' Retaining Wall Max Height 4' Retaining Wall Max Height 7' Retaining Wall Max Height 4' Retaining Wall Max Height 4' Retaining Wall Max Height 4' Retaining Wall Max Height 3' Existing Flow Line < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < Lot 7 Proposed Residence S.F.L.:6066.00 Lot 8 Proposed Residence S.F.L.:6066.00 Lot 9 Proposed Residence S.F.L.:6067.50 Lot 10 Proposed Residence S.F.L.:6067.50 Lot 11 Proposed Residence S.F.L.:6069.75 Lot 12 Proposed Residence S.F.L.:6069.75 Lot 13 Proposed Residence S.F.L.:6071.75 Lot 14 Proposed Residence S.F.L.:6071.75 6067 6072 60 7 4 6065 6065 6 0 7 5 6068 6069 6070 6072 6075 606 6 6066 6066 6 0 6 5 6 0 6 4 6 0 6 4 6 0 6 5 6 0 6 3 6063 6080 6075 607 2 6 0 7 0 6 0 6 9 6069 6068 6069 606 8 6067 6068 6069 6070 6071 60 7 3 6 0 7 5 6085 6080 60 7 7 60 7 5 60 7 1 6071 60 7 0 60 6 9 607 8 6076 6074 6072 6070 6071 6069 6072 6074 606 8 6070 6072 6074 6067 6066 60 6 5 60666065 6065 6" Step Off Patios Into Landscaping S3-Pipe 145.19' Of 18" ADS @ 0.50% Fire Hydrant Fire Hydrant Roadside Swale High Point S3-Drain Basin 24" Nyloplast Drain Basin With Grated Lid Rim:6064.00' Sump:6060.89' S2-Pipe Inv In: 6061.39' S3-Pipe Inv Out: 6061.39' S2-Pipe 148.12' Of 18" ADS @ 0.50% S2-Drain Basin 24" Nyloplast Drain Basin With Solid Lid Rim:6067.71' Sump:6061.63' S1-Pipe Inv In: 6062.13' S2-Pipe Inv Out: 6062.13' S1-Pipe 115.35' Of 12" ADS @ 5.00% S1-Culvert Headwall Daylight Culvert With Flared End S1-Pipe Inv Out: 6067.90' County R o a d 1 0 9 Right-O f - W a y B a l d E a g l e W a y R i g h t - O f - W a y Aspen Glen Golf Course 69.00 71.80 76.00 73.00 70.24 69.35 69.00 82.00 75.50 75.50 73.50 69.5071.97 69.50 73.50 75.50 81.52 79.50 75.50 73.5069.50 71.00 75.50 71.50 73.19 74.50 76.50 80.50 76.50 80.50 76.50 74.5071.50 71.50 74.50 76.50 78.00 76.50 71.50 2' Wide Rollover Curb and Gutter Turnaround Area Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 C.07 Grading and Drainage South Grading Notes: - Finished Grade at building foundation walls are graded at 8" below the Structural Floor Level. - Grades Around The Proposed Structures Are To Be Maintained At 10% Away From The Structure For 10 Feet Minimum As Per Geotech. - All Patios Maintain A 6" Step Into Proposed Grades. - S.F.L. Label Refers to Structural Floor Level - Garage Finish Floor Is Set To Match Structural Floor Level. HY D HY D HY D S T S 6080 6075 6070 6065 6080 6075 6070 6065 6080 6080 6075 6065 6085 6080 6075 608 0 6075 6073 60 7 8 6082 Lot 1 Proposed Residence S.F.L.:6069.25 < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < < << < < < < Lot 2 Proposed Residence S.F.L.:6069.25 Lot 3 Proposed Residence S.F.L.:6067.17 Lot 4 Proposed Residence S.F.L.:6067.17 Lot 5 Proposed Residence S.F.L.:6066.00 Lot 6 Proposed Residence S.F.L.:6066.00 Lot 7 Proposed Residence S.F.L.:6066.00 Lot 8 Proposed Residence S.F.L.:6066.00 Lot 9 Proposed Residence S.F.L.:6067.50 Lot 10 Proposed Residence S.F.L.:6067.50 Lot 11 Proposed Residence S.F.L.:6069.75 Lot 12 Proposed Residence S.F.L.:6069.75 Lot 13 Proposed Residence S.F.L.:6071.75 Lot 14 Proposed Residence S.F.L.:6071.75 6067 6072 60 7 4 6065 6065 6066 6065 60 6 7 6069 6068 6068 6067 6 0 6 6 6068 6066 6065 6064 6064 6066 6 0 7 5 6068 6068 6069 6070 6072 6075 6071 6073 6075 6078 6076 6074 6072 60 6 9 60 6 8 6 0 6 7 60 6 7 6 0 6 8 6 0 6 9 6075 6 0 6 8 6 0 6 7 60 6 5 60 6 4 6064 6064 6065 6 0 6 9 6067 60 6 6 6066 6066 6067 6 0 6 7 6 0 6 5 6 0 6 4 6 0 6 4 6 0 6 5 6 0 6 3 6063 6080 6075 607 2 6 0 7 0 6 0 6 9 6069 6068 6069 606 8 6067 6068 6069 6070 6071 60 7 3 6 0 7 5 6085 6080 60 7 7 60 7 5 60 7 1 6071 60 7 0 60 6 9 607 8 6076 6074 6072 6070 6071 6069 6072 6074606 8 6070 6072 6074 6067 6066 60 6 5 60666065 6065 0 00 1 00 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 7 0 0 7 04 PC: 0+51.47 PC: 1+29.22 PC: 5+26.56 PC: 3+98.95 PT: 1+05.64 PT: 1+67.84 PT: 5+64.39 PT: 4+14.66 Start Access Alignment STA:0+00.00 N:7284.99 E:3110.04 End Access Alignment STA:7+03.61 N:7877.40 E:2758.28 2 . 0 % 2 . 0 % 1.5% 1.5% 8.0% L1 L2 L5 L3 L4 C1 C2 C4 C3 Tie Into Existing Concrete Curb And Gutter Sta:0+29.05 Off:39.91'L Elev:6076.90 Tie Into Existing Concrete Curb And Gutter Sta:0+15.28 Off:32.11'R Elev:6074.20 Start Access Sta:0+20.00 End Access Sta:7+00.00 Curb And Gutter Flow Line Sta:4+66.12 Off:65.91'L Elev:6074.18 Curb And Gutter Flow Line Sta:4+42.11 Off:65.91'L Elev:6071.48 Curb And Gutter Flow Line Sta:4+66.12 Off:61.00'L Elev:6072.65 Curb And Gutter Flow Line Sta:5+15.12 Off:12.00'L Elev:6069.67 Curb And Gutter Flow Line Sta:3+80.77 Off:12.00'L Elev:6067.56 R4 8 . 0 0 6 5 ' R50.0 0 R48.00 R 5 0 . 0 0 Sta:5+15.12 Off:61.00'L Sta:3+80.77 Off:61.00'L R25. 0 0 R23.0 0 R25.00R23.00 Flow Line Of Valley Pan Sta:0+22.39Curb And Gutter Flow Line Sta:0+38.70 Off:12.00'R Elev:6072.73 Curb And Gutter Flow Line Sta:0+53.50 Off:12.00'L Elev:6070.21 TBC To Driveway Sta:3+59.90 Off:13.00'R Elev:6066.65 TBC To Driveway Sta:3+17.22 Off:13.00'R Elev:6067.29 TBC To Driveway Sta:2+20.52 Off:13.00'R Elev:6068.11 TBC To Driveway Sta:1+78.05 Off:13.00'R Elev:6069.51 TBC To Driveway Sta:1+42.27 Off:13.00'L Elev:6070.62 TBC To Driveway Sta:1+81.08 Off:13.00'L Elev:6070.34 TBC To Driveway Sta:2+96.36 Off:13.00'L Elev:6068.51 TBC To Driveway Sta:3+38.87 Off:13.00'L Elev:6067.92 TBC To Driveway Sta:4+80.30 Off:13.00'R Elev:6067.33 TBC To Driveway Sta:4+37.77 Off:13.00'R Elev:6066.72 3' Valley Pan Flow Line Sta:3+98.95 Off:12.50'L Elev:6067.56 3' Valley Pan Flow Line Sta:3+87.75 Off:12.50'L Elev:6067.58 3' Valley Pan Flow Line Sta:4+14.66 Off:12.50'L Elev:6067.65 3' Valley Pan Flow Line Sta:5+08.14 Off:12.50'L Elev:6069.60 TBC To Driveway Sta:5+91.20 Off:12.98'R Elev:6069.33 TBC To Driveway Sta:6+35.08 Off:12.98'R Elev:6068.55TBC To Driveway Sta:7+00.08 Off:12.99'R Elev:6067.90 TBC To Driveway Sta:7+00.08 Off:11.00'L Elev:6071.10 5 . 0 % 5 . 3 % 8 . 6 % 9 . 7 % 1 0 . 0 % 9 . 2 % 9 . 3 % 1 0 . 0 % 4. 2 % 6. 3 % 8 . 3 % 6 . 3 % 1 . 5 % 2 . 8 % 2. 9 % County Road 109 Right-Of-Way Bald Eagle Way Right-Of-Way Aspen Glen Golf Course 22' Wide Asphalt Access Road 2' Wide Rollover Concrete Curb and Gutter Hatched Areas Represent Snow Storage Areas Hatched Areas Represent Snow Storage Areas Access Alignment Profile Horizontal Scale: 1"=30' Vertical Scale: 1"=15' 6060 6070 6080 6060 6070 6080 0+00 EG 6 0 7 6 . 0 F G 0+20 EG 6 0 7 5 . 7 F G 6 0 7 5 . 6 6 0+40 EG 6 0 7 3 . 3 F G 6 0 7 5 . 2 6 0+60 EG 6 0 6 8 . 5 F G 6 0 7 4 . 6 4 0+80 EG 6 0 6 8 . 3 F G 6 0 7 3 . 2 6 1+00 EG 6 0 6 8 . 9 F G 6 0 7 1 . 6 6 1+20 EG 6 0 6 9 . 7 F G 6 0 7 0 . 4 1 1+40 EG 6 0 7 0 . 0 F G 6 0 6 9 . 9 2 1+60 EG 6 0 7 0 . 1 F G 6 0 6 9 . 6 2 1+80 EG 6 0 6 9 . 9 F G 6 0 6 9 . 3 2 2+00 EG 6 0 6 9 . 1 F G 6 0 6 9 . 0 2 2+20 EG 6 0 6 8 . 7 F G 6 0 6 8 . 7 2 2+40 EG 6 0 6 8 . 5 F G 6 0 6 8 . 4 2 2+60 EG 6 0 6 8 . 2 F G 6 0 6 8 . 1 2 2+80 EG 6 0 6 8 . 0 F G 6 0 6 7 . 8 2 3+00 EG 6 0 6 7 . 9 F G 6 0 6 7 . 5 2 3+20 EG 6 0 6 7 . 8 F G 6 0 6 7 . 2 2 3+40 EG 6 0 6 7 . 4 F G 6 0 6 6 . 9 2 3+60 EG 6 0 6 7 . 2 F G 6 0 6 6 . 6 2 3+80 EG 6 0 6 7 . 1 F G 6 0 6 6 . 3 2 4+00 EG 6 0 6 7 . 0 F G 6 0 6 6 . 1 3 4+20 EG 6 0 6 7 . 1 F G 6 0 6 6 . 3 3 4+40 EG 6 0 6 7 . 3 F G 6 0 6 6 . 5 3 4+60 EG 6 0 6 7 . 5 F G 6 0 6 6 . 7 3 4+80 EG 6 0 6 8 . 0 F G 6 0 6 6 . 9 3 5+00 EG 6 0 6 8 . 8 F G 6 0 6 7 . 1 3 5+20 EG 6 0 6 9 . 3 F G 6 0 6 7 . 3 3 5+40 EG 6 0 6 9 . 6 F G 6 0 6 7 . 5 3 5+60 EG 6 0 6 9 . 5 F G 6 0 6 7 . 7 3 5+80 EG 6 0 6 9 . 5 F G 6 0 6 7 . 9 3 6+00 EG 6 0 6 9 . 4 F G 6 0 6 8 . 1 3 6+20 EG 6 0 6 9 . 1 F G 6 0 6 8 . 3 3 6+40 EG 6 0 6 8 . 9 F G 6 0 6 8 . 5 3 6+60 EG 6 0 6 8 . 5 F G 6 0 6 8 . 7 3 6+80 EG 6 0 6 8 . 4 F G 6 0 6 8 . 9 3 7+00 EG 6 0 6 8 . 5 F G 6 0 6 9 . 1 3 0 + 2 0 1 + 0 0 2 + 0 0 3 + 0 0 4+ 0 0 5+ 0 0 6+ 0 0 7+ 0 0 Start Access Tie Into Existing Asphalt With 4' Concrete Valley Pan STA = 0+20.00 ELEV = 6075.663 Grade Break STA = 3+95.53 ELEV = 6066.084 End Access STA = 7+00.00 ELEV = 6069.129 PVI STA:0+60.00 PVI ELEV:6074.86 K:5.00 LVC:30.00 BV C S : 0 + 4 5 . 0 0 BV C E : 6 0 7 5 . 1 6 EV C S : 0 + 7 5 . 0 0 EV C E : 6 0 7 3 . 6 6 PVI STA:1+17.63 PVI ELEV:6070.25 K:5.00 LVC:32.50 BV C S : 1 + 0 1 . 3 8 BV C E : 6 0 7 1 . 5 5 EV C S : 1 + 3 3 . 8 8 EV C E : 6 0 7 0 . 0 1 -8.00%-2.00% -1.50%1.00% Line Table Line L1 L2 L3 L4 L5 Bearing N19°25'34"W N58°13'33"W N30°33'54"W N41°48'56"W N14°43'17"W Length 51.47' 23.57' 231.11' 111.91' 139.22' Start Point (N,E) 7284.99,3110.04 7374.94,3059.61 7414.68,3012.81 7626.33,2886.03 7742.74,2793.66 End Point (N,E) 7333.53,3092.93 7387.35,3039.57 7613.68,2895.29 7709.74,2811.41 7877.40,2758.28 Curve Table Curve C1 C2 C3 C4 Radius 80.00' 80.00' 80.00' 80.00' Length 54.17' 38.62' 15.71' 37.83' Tangent 28.17' 19.70' 7.88' 19.28' Chord 53.15' 38.25' 15.68' 37.48' Bearing N38°49'34"W N44°23'44"W N36°11'25"W N28°16'07"W Delta 38° 48' 00" 27° 39' 39" 11° 15' 02" 27° 05' 39" Drawing Scale Units (Feet) 1" = 30' 0 30 60 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 C.08 Access Plan and Profile 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 G G G G G G G G G G G G G G T C T C T C G G G G W S W S S S S S S S G G G G W S W S S S S S S S G G G G S S S S S S W S W S G G G G S S S S S S W S W S W S W S W S S S S S W S W S W S S S S S W S W S W S S S S S W S W S W S S S S S G G G G G G G G G G G W S W S W S S S S S W S W S W S S S S S G G W S W S W S S S S S W S W S W S S S S S G G S S SS SS SS SS SS SS W S W S WS WS WS WS WS WS W S WS WS WS WS WS WS WS SS SS SS SS SS SS G HY D HY D HY D ETC ETC ETC CC 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 C C C C C C C C T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T R W R W RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW ETC ETC E T C UE UE UE UE UE UE UE UE UE UE UE UE UE RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW R W R W RW RW R W R W UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE E T C ETC ETC ETC E T C E T C ET C ETC ETC E T C E T C ET C ET C ET C E T C E T C ETC ETC E T C E T C E T C E T C E T C E T C ETC ETC E T C E T C E T C ETC ETC ETC ETC ETC ETC E T C S S S T S 6080 6075 6070 6065 6070 6065 6080 6075 6065 6085 6080 6075 608 0 6075 6070 6073 6071 60 7 8 6082 Lot 1 Proposed Residence S.F.L.:6069.25 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 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 0 00 1 0 0 2 0 0 3 0 0 4 0 0 5 0 0 600 700 7 31 PI: 1+35.79 PI: 2+55.60 PI: 5+19.09 PI: 6+24.18 Start Sanitary Sewer Alignment STA:0+00.00 N:7851.85 E:2771.38 End Sanitary Sewer Alignment STA:7+30.99 N:7323.69 E:3220.50 L6 L7 L8 L9 L1 0 Lot 2 Proposed Residence S.F.L.:6069.25 Lot 3 Proposed Residence S.F.L.:6067.17 Lot 4 Proposed Residence S.F.L.:6067.17 Lot 5 Proposed Residence S.F.L.:6066.00 Lot 6 Proposed Residence S.F.L.:6066.00 Lot 7 Proposed Residence S.F.L.:6066.00 Lot 8 Proposed Residence S.F.L.:6066.00 Lot 9 Proposed Residence S.F.L.:6067.50 Lot 10 Proposed Residence S.F.L.:6067.50 Lot 11 Proposed Residence S.F.L.:6069.75 Lot 12 Proposed Residence S.F.L.:6069.75 Lot 13 Proposed Residence S.F.L.:6071.75 Lot 14 Proposed Residence S.F.L.:6071.75 6067 6072 60 7 4 6065 6065 6066 6065 60 6 7 6069 6068 6068 6067 6 0 6 6 6068 6066 6065 6064 6064 6066 6 0 7 5 6068 6068 6069 6070 6072 6075 6071 6073 607560 6 9 60 6 8 6 0 6 7 60 6 7 6 0 6 8 6 0 6 7 60 6 5 60 6 4 6064 6064 6065 6 0 6 9 6067 606 6 6066 6066 6067 6 0 6 7 6 0 6 5 6 0 6 4 6 0 6 4 6 0 6 5 6 0 6 3 6063 6080 6075 607 2 6 0 7 0 6 0 6 9 6069 6068 6069 606 8 6067 6068 6069 6070 6071 60 7 3 6 0 7 5 6085 6080 60 7 7 60 7 5 60 7 1 6071 60 7 0 60 6 9 607 8 6076 6074 6072 6070 6071 6069 6072 6074606 8 6070 6072 6074 6067 6066 60 6 5 60666065 6065 Existing Sanitary Sewer Manhole Replace With Standard RFWSD Manhole Tie Into Existing Sanitary Sewer System Sta:7+28.30, Off:0.00 Sanitary Sewer Manhole 4 Standard Manhole As Per RFWSD Sta:5+19.09, Off:0.00 Sanitary Sewer Manhole 1 Standard Manhole As Per RFWSD Sta:0+02.99, Off:0.00 Sanitary Sewer Lift Station Lift Station Capacity, Pump Size, and Proposed System To Be Sized For Permit Drawings Sta:6+24.18, Off:0.00 Sanitary Sewer Manhole 2 Standard Manhole As Per RFWSD Sta:1+35.79, Off:0.00 Sanitary Sewer Manhole 3 Standard Manhole As Per RFWSD Sta:2+55.60, Off:0.00 Sanitary Sewer Pipe 1 Sanitary Sewer Pipe 2 Sanitary Sewer Pipe 3 Sanitary Sewer Pipe 4 Sanitary Sewer Pipe 5 Sanitary Services Inv. Out: 6064.42 Sanitary Services Inv. Out: 6062.32 Sanitary Services Inv. Out: 6061.17 Sanitary Services Inv. Out: 6061.17 Sanitary Services Inv. Out: 6062.67 Sanitary Services Inv. Out: 6066.92 Sanitary Services Inv. Out: 6064.92 County Road 109 Right-Of-Way Bald Eagle Way Right-Of-Way Aspen Glen Golf Course Sanitary Sewer Alignment Profile Horizontal Scale: 1"=30' Vertical Scale: 1"=15' 6050 6060 6070 6080 6050 6060 6070 6080 0+20 T. O . P . 6 0 6 1 . 1 F G 6 0 6 8 . 5 5 0+40 T. O . P . 6 0 6 0 . 9 F G 6 0 6 8 . 3 4 0+60 T. O . P . 6 0 6 0 . 7 F G 6 0 6 8 . 1 2 0+80 T. O . P . 6 0 6 0 . 5 F G 6 0 6 7 . 9 1 1+00 T. O . P . 6 0 6 0 . 3 F G 6 0 6 7 . 7 1 1+20 T. O . P . 6 0 6 0 . 1 F G 6 0 6 7 . 5 2 1+40 T. O . P . 6 0 5 9 . 8 F G 6 0 6 7 . 3 3 1+60 T. O . P . 6 0 5 9 . 6 F G 6 0 6 7 . 1 3 1+80 T. O . P . 6 0 5 9 . 4 F G 6 0 6 6 . 9 2 2+00 T. O . P . 6 0 5 9 . 2 F G 6 0 6 6 . 7 2 2+20 T. O . P . 6 0 5 9 . 0 F G 6 0 6 6 . 5 2 2+40 T. O . P . 6 0 5 8 . 8 F G 6 0 6 6 . 3 2 2+60 T. O . P . 6 0 5 8 . 5 F G 6 0 6 6 . 1 3 2+80 T. O . P . 6 0 5 8 . 4 F G 6 0 6 6 . 0 2 3+00 T. O . P . 6 0 5 8 . 2 F G 6 0 6 6 . 3 1 3+20 T. O . P . 6 0 5 8 . 1 F G 6 0 6 6 . 6 1 3+40 T. O . P . 6 0 5 8 . 0 F G 6 0 6 6 . 9 1 3+60 T. O . P . 6 0 5 7 . 9 F G 6 0 6 7 . 2 1 3+80 T. O . P . 6 0 5 7 . 8 F G 6 0 6 7 . 5 0 4+00 T. O . P . 6 0 5 7 . 6 F G 6 0 6 7 . 8 0 4+20 T. O . P . 6 0 5 7 . 5 F G 6 0 6 8 . 1 0 4+40 T. O . P . 6 0 5 7 . 4 F G 6 0 6 8 . 3 9 4+60 T. O . P . 6 0 5 7 . 3 F G 6 0 6 8 . 6 9 4+80 T. O . P . 6 0 5 7 . 2 F G 6 0 6 8 . 9 9 5+00 T. O . P . 6 0 5 7 . 0 F G 6 0 6 9 . 2 7 5+20 T. O . P . 6 0 5 6 . 8 F G 6 0 6 9 . 5 0 5+40 T. O . P . 6 0 5 6 . 7 F G 6 0 6 9 . 8 0 5+60 T. O . P . 6 0 5 6 . 6 F G 6 0 7 0 . 1 6 5+80 T. O . P . 6 0 5 6 . 5 F G 6 0 6 9 . 7 9 6+00 T. O . P . 6 0 5 6 . 3 F G 6 0 6 8 . 3 8 6+20 T. O . P . 6 0 5 6 . 2 F G 6 0 6 8 . 2 2 6+40 T. O . P . 6 0 6 3 . 4 F G 6 0 6 9 . 1 4 6+60 T. O . P . 6 0 6 3 . 2 F G 6 0 6 8 . 8 4 6+80 T. O . P . 6 0 6 3 . 1 F G 6 0 6 8 . 3 5 7+00 T. O . P . 6 0 6 2 . 9 F G 6 0 6 9 . 6 2 7+20 T. O . P . 6 0 6 2 . 8 F G 6 0 7 0 . 1 6 Existing Sanitary Sewer Manhole Replace With Standard RFWSD Manhole Tie Into Existing Sanitary Sewer System Rim:6069.97' Sump:6061.52' Sanitary Sewer Pipe 5 Inv In: 6062.02' Sanitary Sewer Manhole 1 Standard Manhole As Per RFWSD Rim:6068.73' Sump:6060.56' Sanitary Sewer Pipe 1 Inv Out: 6060.56' Sanitary Sewer Pipe 1 132.79' Of 8" SDR-35 @ 1.00% Sanitary Sewer Manhole 2 Standard Manhole As Per RFWSD Rim:6067.38' Sump:6059.13' Sanitary Sewer Pipe 1 Inv In: 6059.23' Sanitary Sewer Pipe 2 Inv Out: 6059.13' Sanitary Sewer Pipe 2 119.82' Of 8" SDR-35 @ 1.00%Sanitary Sewer Pipe 3 263.49' Of 8" SDR-35 @ 0.60% Sanitary Sewer Manhole 3 Standard Manhole As Per RFWSD Rim:6066.16' Sump:6057.83' Sanitary Sewer Pipe 2 Inv In: 6057.93' Sanitary Sewer Pipe 3 Inv Out: 6057.83' Sanitary Sewer Manhole 4 Standard Manhole As Per RFWSD Rim:6069.61' Sump:6056.15' Sanitary Sewer Pipe 3 Inv In: 6056.25' Sanitary Sewer Pipe 4 Inv Out: 6056.15' Sanitary Sewer Pipe 4 105.09' Of 8" SDR-35 @ 0.60% Sanitary Sewer Lift Station Lift Station Capacity, Pump Size, and Proposed System To Be Sized For Permit Drawings Rim:6068.17' Sump:6051.19' Sanitary Sewer Pipe 4 Inv In: 6055.52' Sanitary Sewer Pipe 5 Inv Out: 6062.85' Sanitary Sewer Pipe 5 104.13' Of 8" SDR-35 @ 0.80% Line Table Line L6 L7 L8 L9 L10 Bearing S16°28'20"E S41°48'15"E S30°59'56"E S67°35'48"E S66°25'16"E Length 135.79' 119.82' 263.49' 105.09' 106.82' Start Point (N,E) 7851.85,2771.38 7721.63,2809.88 7632.32,2889.75 7406.46,3025.45 7366.41,3122.60 End Point (N,E) 7721.63,2809.88 7632.32,2889.75 7406.46,3025.45 7366.41,3122.60 7323.69,3220.50 Drawing Scale Units (Feet) 1" = 30' 0 30 60 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 Sanitary Sewer Notes: - All Sanitary Sewer Services And Mains Are To Maintain 4.5' Of Cover Over Pipes. - Design Of Sanitary Sewer Has Been Developed To Be Compliant With Roaring Fork Water And Sanitation District's Rules and Regulations. - Sanitary Services Are To Maintain 2.5% Minimum Slope, and Constructed Of 4" SDR-35 PVC Pipe. Cleanouts Are To be Installed Within 5' Of the Structure and Every 100 Feet If Applicable. - 10 Foot offset Has Been Maintained Between Water and Sewer Mains. Water And Sewer Services Will Be Required To Meet RFWSD Rules And Regulations For Utility Crossings, As The 10' Cannot Be Maintained Between Utilities. C.09 Sanitary Sewer 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 G G G G G G G G G G G G G G T C T C T C G G G G W S W S S S S S S S G G G G W S W S S S S S S S G G G G S S S S S S W S W S G G G G S S S S S S W S W S W S W S W S S S S S W S W S W S S S S S W S W S W S S S S S W S W S W S S S S S G G G G G G G G G G G W S W S W S S S S S W S W S W S S S S S G G W S W S W S S S S S W S W S W S S S S S G G S S SS SS SS SS SS SS W S W S WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS SS SS SS SS SS SS G HY D HY D HY D ETC ETC ETC CC 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 C C C C C C C C T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T R W R W RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW ETC ETC E T C UE UE UE UE UE UE UE UE UE UE UE UE UE RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW R W R W RW RW UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE E T C ETC ETC ETC E T C E T C ET C ETC ETC E T C E T C ET C ET C ET C E T C E T C ETC ETC E T C E T C E T C E T C E T C E T C ETC ETC E T C E T C E T C ETC ETC ETC ETC ETC ETC E T C S T S 6080 6075 6070 6065 6075 6070 6065 6080 6080 6075 6065 6085 6080 6075 608 0 6075 6073 6071 60 7 8 6082 Lot 1 Proposed Residence S.F.L.:6069.25 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 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 Lot 2 Proposed Residence S.F.L.:6069.25 Lot 3 Proposed Residence S.F.L.:6067.17 Lot 4 Proposed Residence S.F.L.:6067.17 Lot 5 Proposed Residence S.F.L.:6066.00 Lot 6 Proposed Residence S.F.L.:6066.00 Lot 7 Proposed Residence S.F.L.:6066.00 Lot 8 Proposed Residence S.F.L.:6066.00 Lot 9 Proposed Residence S.F.L.:6067.50 Lot 10 Proposed Residence S.F.L.:6067.50 Lot 11 Proposed Residence S.F.L.:6069.75 Lot 12 Proposed Residence S.F.L.:6069.75 Lot 13 Proposed Residence S.F.L.:6071.75 Lot 14 Proposed Residence S.F.L.:6071.75 0 00 1 00 2 0 0 3 0 0 4 0 0 5 0 0 6 0 0 6 66 PI: 0+85.24 PI: 1+19.94 PI: 1+39.12 PI: 1+63.62 PI: 4+11.16 PI: 4+17.17 PC: 5+38.18 PT: 6+49.24 Start Water Main Alignment STA:0+00.00 N:7284.51 E:3101.68 End Water Main Alignment STA:6+65.70 N:7829.98 E:2753.17 Tie Into Existing 8" Water Valve Or Extension With Cap. Inspect Existing Water line Extension and Cap And Verify Depth and Additional Information. Utilize If Conditions Allow To Minimize Disturbance Of Asphalt. 6067 6072 60 7 4 6065 6065 6066 6065 60 6 7 6069 6068 6068 6067 6 0 6 6 6068 6066 6065 6064 6064 6066 6 0 7 5 6068 6068 6069 6070 6072 6075 6071 6073 6075 6078 6076 6074 6072 60 6 9 60 6 8 6 0 6 7 60 6 7 6 0 6 8 6 0 6 9 6075 6 0 6 8 6 0 6 7 60 6 5 60 6 4 6064 6064 6065 6 0 6 9 6067 606 6 6066 6066 6067 6 0 6 7 6 0 6 5 6 0 6 4 6 0 6 4 6 0 6 5 6 0 6 3 6063 6080 6075 607 2 6 0 7 0 6 0 6 9 6069 6068 6069 606 8 6067 6068 6069 6070 6071 60 7 3 6 0 7 5 6085 6080 60 7 7 60 7 5 60 7 1 6071 60 7 0 60 6 9 607 8 6076 6074 6072 6070 6071 6069 6072 6074606 8 6070 6072 6074 6067 6066 60 6 5 60666065 6065 Water Main Pipe Bend 1 8 Inch 45° MJ Ductile Iron Elbow Water Main Pipe Bend 3 8 Inch 22.5° MJ Ductile Iron Elbow Water Main Pipe Bend 4 8 Inch 11.25° MJ Ductile Iron Elbow Water Main Pipe Bend 6 8 Inch 11.25° MJ Ductile Iron Elbow Water Main Pipe Bend 7 8 Inch 22.5° MJ Ductile Iron ElbowWater Main Pipe Bend 8 8 Inch 45° MJ Ductile Iron Elbow Install 8 Inch To 6 Inch MJ Reducer To Transition To Hydrant Assembly Water Main Pipe 1 8 Inch DIP With Push-On Joints Water Main Pipe 2 8 Inch DIP With Push-On Joints Water Main Pipe 3 8 Inch DIP With Push-On Joints Water Main Pipe 4 8 Inch DIP With Push-On Joints Water Main Pipe 5 8 Inch DIP With Push-On Joints Water Main Pipe 6 8 Inch DIP With Push-On JointsWater Main Pipe 7 8 Inch DIP With Push-On Joints Water Main Pipe 8 8 Inch DIP With Push-On Joints Fire Hydrant Assembly 8 Hydrant With 6 Inch DIP And Stem Gate Valve. As Per RFWSD Rules And Regulations Details Fire Hydrant Assembly 5 Hydrant With 6 Inch DIP And Stem Gate Valve. As Per RFWSD Rules And Regulations Details Fire Hydrant Assembly 2 Hydrant With 6 Inch DIP And Stem Gate Valve. As Per RFWSD Rules And Regulations Details L11 L12 L13 L14 L15 L16 L17 L18 C5 8"x8"x6" DIP MJ Pipe Tee With Gate Valves On Each Branch For Installation Of Fire Hydrant Assembly 8"x8"x6" DIP MJ Pipe Tee With Gate Valves On Each Branch For Installation Of Fire Hydrant Assembly Insulate Water Line At Storm Pipe Crossing Insulate Water Line At Storm Pipe Crossing County Road 109 Right-Of-Way Bald Eagle Way Right-Of-Way Aspen Glen Golf Course Insulate Water Services At Storm Pipe Crossing Water Main Alignment Profile Horizontal Scale: 1"=30' Vertical Scale: 1"=15' 6050 6060 6070 6080 6050 6060 6070 6080 Tie Into Existing Water Line Sta = 0+00.00 Top Of Pipe = 6072.500 Water Main Pipe Bend 1 8 Inch 22.5° MJ Ductile Iron Elbow Sta = 0+85.24 Top Of Pipe = 6067.062 Water Main Pipe Bend 3 8 Inch 22.5° MJ Ductile Iron Elbow Sta = 1+39.12 Top Of Pipe = 6064.244Water Main Pipe Bend 4 8 Inch 11.25 ° MJ Ductile Iron Elbow Sta = 1+63.62 Top Of Pipe = 6063.904 Water Main Pipe Bend 6 8 Inch 11.25° MJ Ductile Iron Elbow Sta = 4+17.17 Top Of Pipe = 6060.693 Water Main Pipe Bend 7 8 Inch 22.5° MJ Ductile Iron Elbow Sta = 5+38.18 Top Of Pipe = 6061.876 Water Main Pipe Bend 8 8 Inch 45° MJ Ductile Iron Elbow Install 8 Inch To 6 Inch MJ Reducer To Transition To Hydrant Assembly Sta = 6+49.24 Top Of Pipe = 6062.991Fire Hydrant Sta = 6+65.70 Top Of Pipe = 6065.575 0+00 T. O . P . F G 6 0 7 2 . 5 0 0+20 T. O . P . F G 6 0 7 1 . 2 2 0+40 T. O . P . 6 0 7 5 . 4 F G 6 0 6 9 . 9 5 0+60 T. O . P . 6 0 7 4 . 3 F G 6 0 6 8 . 6 7 0+80 T. O . P . 6 0 7 2 . 9 F G 6 0 6 7 . 4 0 1+00 T. O . P . 6 0 7 1 . 3 F G 6 0 6 6 . 2 9 1+20 T. O . P . 6 0 7 0 . 1 F G 6 0 6 5 . 2 4 1+40 T. O . P . 6 0 6 9 . 7 F G 6 0 6 4 . 2 3 1+60 T. O . P . 6 0 6 9 . 5 F G 6 0 6 3 . 9 5 1+80 T. O . P . 6 0 6 9 . 2 F G 6 0 6 3 . 7 0 2+00 T. O . P . 6 0 6 8 . 9 F G 6 0 6 3 . 4 4 2+20 T. O . P . 6 0 6 8 . 6 F G 6 0 6 3 . 1 9 2+40 T. O . P . 6 0 6 8 . 3 F G 6 0 6 2 . 9 4 2+60 T. O . P . 6 0 6 8 . 0 F G 6 0 6 2 . 6 8 2+80 T. O . P . 6 0 6 7 . 7 F G 6 0 6 2 . 4 3 3+00 T. O . P . 6 0 6 7 . 4 F G 6 0 6 2 . 1 8 3+20 T. O . P . 6 0 6 7 . 1 F G 6 0 6 1 . 9 2 3+40 T. O . P . 6 0 6 6 . 8 F G 6 0 6 1 . 6 7 3+60 T. O . P . 6 0 6 6 . 5 F G 6 0 6 1 . 4 2 3+80 T. O . P . 6 0 6 6 . 2 F G 6 0 6 1 . 1 6 4+00 T. O . P . 6 0 6 6 . 0 F G 6 0 6 0 . 9 1 4+20 T. O . P . 6 0 6 6 . 2 F G 6 0 6 0 . 7 2 4+40 T. O . P . 6 0 6 6 . 4 F G 6 0 6 0 . 9 2 4+60 T. O . P . 6 0 6 6 . 6 F G 6 0 6 1 . 1 1 4+80 T. O . P . 6 0 6 6 . 8 F G 6 0 6 1 . 3 1 5+00 T. O . P . 6 0 6 7 . 0 F G 6 0 6 1 . 5 0 5+20 T. O . P . 6 0 6 7 . 2 F G 6 0 6 1 . 7 0 5+40 T. O . P . 6 0 6 7 . 4 F G 6 0 6 1 . 8 9 5+60 T. O . P . 6 0 6 7 . 6 F G 6 0 6 2 . 0 9 5+80 T. O . P . 6 0 6 7 . 8 F G 6 0 6 2 . 3 0 6+00 T. O . P . 6 0 6 8 . 0 F G 6 0 6 2 . 5 0 6+20 T. O . P . 6 0 6 8 . 2 F G 6 0 6 2 . 7 0 6+40 T. O . P . 6 0 6 8 . 4 F G 6 0 6 2 . 9 0 6+60 T. O . P . 6 0 6 8 . 9 F G 6 0 6 4 . 6 8 Water Main Pipe 1 18.00' of 8" DIP @ 6.38% Water Main Pipe 2 18.00' of 8" DIP @ 5.23% Water Main Pipe 3 18.00' of 8" DIP @ 5.23% Water Main Pipe 4 18.00' of 8" DIP @ 1.39% Water Main Pipe 5 18.00' of 8" DIP @ 1.27%Water Main Pipe 6 18.00' of 8" DIP @ 1.27% Water Main Pipe 7 18.00' of 8" DIP @ -0.98% Water Main Pipe 8 18.00 of 8" DIP @ -1.00% Fire Hydrant Assembly 8 Hydrant With 6 Inch DIP And Stem Gate Valve. As Per RFWSD Rules And Regulations Details 18.00 Of 6" DIP @ -15.70% Fire Hydrant Assembly 5 Hydrant With 6 Inch DIP And Stem Gate Valve. As Per RFWSD Rules And Regulations Details Sta:4+11.16 Top Of Pipe:6060.77 Fire Hydrant Assembly 2 Hydrant With 6 Inch DIP And Stem Gate Valve. As Per RFWSD Rules And Regulations Details Sta:1+19.94 Top Of Pipe:6065.25 Line Table Line L11 L12 L13 L14 L15 L16 L17 L18 Bearing N19°18'50"W N64°18'50"W N64°18'50"W N41°48'50"W N30°33'50"W N30°33'50"W N41°48'50"W N58°53'45"W Length 85.24' 34.71' 19.18' 24.49' 247.55' 6.01' 121.01' 16.46' Start Point (N,E) 7284.51,3101.68 7364.96,3073.49 7380.00,3042.21 7388.31,3024.93 7406.57,3008.60 7619.72,2882.72 7624.90,2879.66 7821.48,2767.26 End Point (N,E) 7364.96,3073.49 7380.00,3042.21 7388.31,3024.93 7406.57,3008.60 7619.72,2882.72 7624.90,2879.66 7715.09,2798.98 7829.98,2753.17 Curve Table Curve C5 Radius 1174.45' Length 111.06' Tangent 55.57' Chord 111.02' Bearing N16°36'17"W Delta 5° 25' 05" Drawing Scale Units (Feet) 1" = 30' 0 30 60 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 Water Main Extension Notes: - All Water Services And Mains Are To Maintain A Minimum Of 5.5' Of Cover Over Pipes. - Design Of Water Main Extension Has Been Developed To Be Compliant With Roaring Fork Water And Sanitation District's Rules and Regulations. - Ductile Iron Pipe, Class 52 With Push-On Joints Will Be Utilized For The Design, And Will Meet The Standards Of AWWA C151 And Pressure Rated To 350 PSI. - Ductile Iron Fittings With Mechanical Joints Will Be Utilized For The Design, And Will Meet The Standards Of AWWA C153 And Pressure Rated To 350 PSI. - System Installation Will Follow The Standards Set By RFWSD's Standards and Details, Including Thrust Blocks, Tracer Wire, Pressure and Flow Testing, and Disinfection. - Water Services Will Utilize HDPE Piping With Curb Stops At The Property Lines. Size Will Be Determined For Final Drawings. C.10 Potable Water 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 G G G G G G G G G G G G G G T C T C T C G G G G W S W S S S S S S S G G G G W S W S S S S S S S G G G G S S S S S S W S W S G G G G S S S S S S W S W S W S W S W S S S S S W S W S W S S S S S W S W S W S S S S S W S W S W S S S S S G G G G G G G G G G G W S W S W S S S S S W S W S W S S S S S G G W S W S W S S S S S W S W S W S S S S S G G S S SS SS SS SS SS SS W S W S WS WS WS WS WS WS W S WS WS WS WS WS WS WS WS SS SS SS SS SS SS G HY D HY D HY D ETC ETC ETC CC 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 C C C C C C C C T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T T R W R W RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW ETC ETC E T C UE UE UE UE UE UE UE UE UE UE UE UE UE RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW R W R W RW RW R W R W R W UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE E T C ETC ETC ETC E T C E T C ET C ETC ETC E T C E T C ET C ET C ET C E T C E T C ETC ETC E T C E T C E T C E T C E T C E T C ETC ETC E T C E T C E T C ETC ETC ETC ETC ETC ETC E T C S S S T 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 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 County Road 109 Bald Eagle Way Lot 1 10,415 S.F. Lot 2 9,801 S.F. Lot 3 7,279 S.F. Lot 4 8,637 S.F. Lot 5 8,985 S.F. Lot 6 7,838 S.F. Lot 7 7,767 S.F. Lot 8 7,524 S.F. Lot 9 7,152 S.F. Lot 10 7,444 S.F. Lot 11 8,174 S.F. Lot 12 8,898 S.F. Lot 13 8,994 S.F. Lot 14 8,507 S.F. HOA Open Space 36,459 S.F. HOA Open Space 9,866 S.F. Right-Of-Way 21,119 S.F. Install Splice Vault And Tie Into Existing Underground Electric As Per Xcel Energy Install Communications Pedestals To Tie Into Existing Underground Communications As Per Utility Providers Tee Into Existing Underground Gas Line As Per Black Hills Energy Extend Gas Main Into Development On East Side Of Access ~650 Linear Feet Tee Off Proposed Gas Main For Services (Typ) Common Trench Electric And Communications Primary Lines Along West Side Of Access ~621 Linear Feet Communications Pedestals To Be Utilized For Lots 9-10 and 13-14 Transformer With Necessary Setbacks Shown. To Be Utilized For Lots 9-10 and 13-14 Communications Pedestals To Be Utilized For Lots 5-8 and 11-12 Transformer With Necessary Setbacks Shown. To Be Utilized For Lots 5-8 and 11-12 Communications Pedestals To Be Utilized For Lots 1-4 Transformer With Necessary Setbacks Shown. To Be Utilized For Lots 1-4 Common Trench Electric And Communications For All Services To Residences (Typ) Fire Hydrant Fire Hydrant Fire Hydrant Extend Raw Water Irrigation Line Offsite To Existing Irrigation Ditch Through Easement 380 Linear Feet Existing 7.5' Wide Irrigation Easement Sawcut, Remove, and Replace Existing Asphalt For Installation of 8" SCH-40 Raw Water Irrigation Sleeve 30 Linear Feet Install 6" SCH-40 Raw Water Irrigation Sleeve 30 Linear Feet Raw Water Irrigation Line (Typ) To Be Utilized By Development To Be Designed For Permit Set Install 6" SCH-40 Raw Water Irrigation Sleeve 100 Linear Feet Drawing Scale Units (Feet) 1" = 30' 0 30 60 N S W E Of 11 Pages 01 Pr e l i m i n a r y L a n d U s e A p p l i c a t i o n 06 . 0 6 . 2 0 2 5 JK E # De s c r i p t i o n Da t e D r a w n B y Sa g e s A s p e n G l e n Ga r f i e l d C o u n t y , C o l o r a d o 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 #: 24.50 C.11 Shallow Utilities