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Home My WebLink AboutGarGoHangars.CD.Hangar1and2.2024.05.14X X X X X X X X X < < < < < < < < < << < < < << < < < < < < < Hangar 1 Hangar 2 Valley Pan Drainage Swale Phase 2 Not Included In This Permit Package Betty Clark Way Taxilane B-4 Airport Boundary Holy Cross Energy Electric Easement Asphalt Access Drive RCP CulvertExist. RCP Culvert Existing Fence Hangar 3 Hangar 4 Lease Boundary Lease Boundary Design Notes 1.The design is based on the best available information. This includes but is not limited to site conditions, features and structures, and topographical information. Crystal River Civil is assuming no responsibility for the accuracy of site information. 2.If any discrepancies or inaccurate information is found within Crystal River Civils' documents, the affected work should be temporarily put on hold. Contact CRC to verify a solution and hold all work until the necessary alterations have been made. 3.No field changes are to occur without written approval of the engineer. If changes are requested and approved, Crystal River Civil will review the change and respond accordingly. Construction Notes 1.All work completed on this project must meet standards set by the project's jurisdictions. This includes but is not limited to HOA standards, city/town standards, county standards, and/or state standards. 2.The contractor is required to have a copy of current and approved construction plans. Any standards and specifications necessary for the work must be on site for the duration of the project as well. 3.All work must be completed to horizontal and vertical information shown on the plans. If any changes have occurred, Crystal River Civil must verify the alterations prior to receiving approval of completion. 4.Construction staking of horizontal and vertical layout is the responsibility of the Contractor. If additional documents, site visits for verification, or alterations are necessary, Crystal River Civil can be hired for construction administration for additional services. 5.Property lines, monuments, benchmarks, survey control, and additional historic survey information cannot be removed and cannot be removed for construction. Disturbed survey items are the responsibility of the contractor and must be restored by a state of Colorado licensed land surveyor. 6.Work and storage areas must be maintained only onsite. Project construction in Right-Of-Ways, public space, and private property must be approved in writing by the necessary jurisdiction or individual. 7.Limits of disturbance, tree protection, and slope protection defined within the plans must be met. Disturbances outside of these extents may require alterations to the design and has implications that are the responsibility of the contractor. If damage shall occur outside of these areas, the site conditions shall be restored to their original state. 8.If applicable and a tree removal plan has been developed for the project, it is the responsibility of the contractor to meet the proposed conditions by the approved document. The contractor must not damage, trim, or remove trees and or bushes that are not approved for modification by the tree removal plan. Approval for proceeding with additional tree removal must be approved by Crystal River Civil, the landscape architect, the owner, and/or any stakeholders. 9.The Contractor is responsible for removal of waste created onsite from construction. Waste material that does not meet the requirements for cannot be used for backfilling on the project and must be exported from the site. 10.All materials requiring compaction must meet CDOT and/or ASTM Standards. 11.If traffic control is needed for the project, it is the responsibility of the contractor to obtain and implement an approved traffic control plan. Street access must be provided to the public within the Right-Of-Way - Any obstruction to general traffic flow must be mitigated for. Pedestrian access must be always provided, and traffic entering and leaving the project site is to be observed by the contractor. 12.Dust mitigation must be provided by the contractor as necessary. Water shall be used as a dust palliative where and when required. Sweeping and cleaning streets and sidewalks during the construction will be directed by the affected jurisdictions and performed as necessary by the contractor. Utility Notes 1.Utilities shown on these plans have been located and documented by the surveyor. 2.Existing utilities must be verified on the site prior to construction. The contractor must protect and maintain these existing utilities throughout construction. If any damages occur to existing utility lines, it is the responsibility of the contractor to coordinate with the utility provider replace and repair the utilities as necessary. 3.The contractor must notify the utility providers a minimum of 3 days prior to any work completed. Coordination with the utility providers is the responsibility of the contractor. 4.All utility work completed by the contractor must be installed as per the utility providers' standards and requirements. Inspections must be performed by utility providers as deemed necessary by the corresponding standards. It is the responsibility of the contractor to organize these inspections. 5.If any shallow utilities, including communication and telephone services and lines, are exposed, and temporarily altered for construction, the reinstallation of these utilities must conform with the utility providers standards. 6.Uncovered gas lines must be temporarily contained with 18 inches backfill to minimize exposure. 7.Stormwater infrastructure must pe protected by the contractor as shown in the Erosion Control Plan. During construction, additional stormwater management may be necessary during specific construction procedures and is the responsibility of the contractor. 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 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 Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E Drawing Scale Units (Feet) 1" = 40' 0 40 80 N S W E C.001 Title Garfield County Airport Hangars Rifle - Garfield County Airport (RIL) Rifle, Colorado 81650 Vicinity Map Not To Scale Site Sheet List Table Sheet Number Sheet Title C.001 Title C.002 Overall Site Plan C.003 Basins C.004 Grading Plan C.005 Utility Plan C.006 Sanitary Sewer Plan And Profile C.007 Access Plan And Profile C.008 Firetruck Turnaround Analysis C.009 Erosion Control Plan C.010 Construction Details C.011 Water Details X X X X X X X X X X X X X X X X X X XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW X O E X O E X O E X O E 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 W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT < < < < < < < < <<< << < < < < < < < <<<< < < < < < < < <<<< UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE << 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 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 WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS W S WS WS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W SO UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE <<< < < < < < < < < << WS WS S SWSWS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S W W W W W Hangar 1 Hangar 3 Betty Clark Way (Asphalt) Neighboring Hangar Develpment Asphalt Access Drive Valley Pan Flowline 60' of 30" RCP Culvert Existing Fence Exist. Hydrant Taxilane B-4 (Asphalt) Airport Boundary Swale Flowline (Typ.) Exist. 30" RCP Culvert 4' Wide Conc. Valley Pan 4' Wide Conc. Valley Pan 5557 555 5 55 5 5 5550 5545 55 4 0 5540 5543 5545 5550 Taxilane B-4 Centerline Betty Clark Way Centerline Exist. Hydrant 55.00 31.00 39 . 5 0 55' Clear Space Line From Centerline Of Exist. Road 39.50' Clear Space Line From Centerline Of Exist. Road Exist. Overhead Electric Pole 20' Holy Cross Electric EasementExist. Fence Phase 2 To Be Submitted On A Separate Permit 79.00 62.2562.25 19.50 40.01 19.51 12 7 . 2 5 5' Rip Rap Band Along Edge Of Structure To Prevent Erosion 5' Rip Rap Band Along Edge Of Structure To Prevent Erosion 555 5 30" RCP Flared End Section 30" RCP Flared End Section 12 7 . 2 5 5542 5542 5543 5543 55 4 2 5 5 4 2 5541 55 4 0 55 4 2 55 4 0 5540 5538 5540 5542 5540 5542 5540 5542 55 4 6 55 4 4 55 4 2 55 4 2 55 4 8 55 5 0 5542 5542 5543 Hangar 2 Hangar 4 55 4 1 Holy Cross Energy Electric Transfomer. Pad Elev = 5541.25' Concrete Apron Concrete Apron Refer To Structural For Concrete Apron Section Detail Refer To Structural For Concrete Apron Section Detail 28 . 5 0 13 . 0 0 28 . 5 0 13 . 0 0 21 . 0 0 19.50 5' Conc. Sidewalk 5' Conc. Sidewalk 6' Conc. Sidewalk5' Conc. Sidewalk Farm Hydrant Farm Hydrant Standard 9' x 20' Parking Stall Standard 9' x 20' Parking Stall Standard 9' x 20' Parking Stall ADA Van Accessible 11' x 19.5' Parking Stall Standard 9' x 20' Parking Stall 5' ADA Compliant Aisle 5' ADA Compliant Aisle Exist. Sanitary Sewer Manhole Prop. Sanitary Sewer Manhole Fire Hydrant No Parking Sign Fire Truck Turnaround Area 17 . 4 0 34.00 Lease Boundary Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E C.002 Overall Site Plan X X X X X X X X X X X X X X X X X X < < < < < < < < <<< << < < < < < < < <<<< < < < < < < < <<<< << 1 <<< < < < < < < < < << 5557 555 5 55 5 5 5550 5545 55 4 0 5540 5543 5545 5550 555 5 Exist. 30" RCP Culvert P.O.C. Basin 1 Proposed 30" RCP Culvert Drainage Swale Flowline (Typ.) Conc. Valley Pan Flowline (Typ.) Proposed 30" RCP Flared End SectionProposed 30" RCP Flared End Section 5542 5542 5543 5543 55 4 2 5 5 4 2 5541 55 4 0 55 4 2 55 4 0 5540 5538 5540 5542 5540 5542 5540 5542 55 4 6 55 4 4 55 4 2 55 4 2 55 4 8 55 5 0 5542 5542 5543 Hangar 1 Hangar 2 Drainage Basin Delineation Line Phase 2 To Be Submitted On Separate Permit Betty Clark Way Taxilane B-4 55 4 1 Hangar 3 Hangar 4 Airport Boundary Lease Boundary Existing Fence Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E C.003 Basins Note: Drainage Calculations Take Into Account Phase 2 Impervious Areas To Ensure Storm System Conveyance Capacity. X X X X X X X X X X X X X X X X X X XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW X O E X O E X O E X O E 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 W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT < < < < < < < < <<< << < < < < < < < <<<< < < < < < < < <<<< UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE << 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 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 WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS W S WS WS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W SO UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE <<< < < < < < < < < << WS WS SSWSWS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S W W W W W 5557 555 5 55 5 5 5550 5545 55 4 0 5540 5543 5545 5550 FL:41.48 42.50 42.19 FL:42.15 42.18 42.18 42.18FL:42.14 42.50 43.0043.00 42.50 42.50 42.26 FL:42.22 42.26 42.26 FL:42.22 42.26 42.50 42.50 42.5042.50 41.62 FL:41.58 41.6241.62 FL:41.58 41.62 42.5042.50FL:39.22 39.22 FL:37.71 Inv. Out:37.96 41.92 Inv. In:38.26 42.12 EG:42.68EG:42.24 FL:40.01 FL:40.22 41.45 FL:40.87 FL:40.56 Inv. In:37.41 FL:37.41 2.0% 0.5% 5.5% 2.0%2.0% 1. 0 % 1. 0 % 1. 0 % 0. 5 % 0. 5 % 0. 5 % 2.0% 0.5% 5.5% 2.1 % 3. 2 % 2.0%2.0% 1.0% 0. 7 % 2.5:1 2.5:1 5. 5 : 1 2.9: 1 9. 0 : 1 2. 5 : 1 5.0 : 1 3. 0 : 1 Hangar 1 FFE = 5542.50' Asphalt Access Drive 4' Wide Conc. Valley Pan 555 5 4' Wide Conc. Valley Pan Hangar 2 FFE = 5542.50' Phase 2 To Be Submitted On A Separate Permit 42.02 Swale Flowline (Typ.) Taxilane B-4 (Asphalt) Betty Clark Way (Asphalt) Culvert 1 30" RCP Culvert See Design Profile On This Sheet Exist. 30" RCP Culvert Proposed 30" RCP Flared End Section Proposed 30" RCP Flared End Section Concrete Apron Concrete Apron 5542 5542 5543 5543 55 4 2 5 5 4 2 5541 55 4 0 55 4 2 55 4 0 5540 5538 5540 5542 5540 5542 5540 5542 55 4 6 55 4 4 55 4 2 55 4 2 55 4 8 55 5 0 5542 5542 5543 55 4 1 Hangar 3 FFE = 5542.50' Hangar 4 FFE = 5542.50' 42.38 42.38 42.40 42.30 42.50 42.40 42.2242.1242.40 42.50 3. 0 : 1 42.21 42.11 42.50 42.40 42.13 5' Sidewalk 6' ADA Sidewalk 5' Sidewalk5' Sidewalk Holy Cross Energey Electric Transformer Pad Elev = 5541.25' Refer To Structural For Concrete Apron Section Detail Refer To Structural For Concrete Apron Section Detail Grade BreakGrade Break 42.5042.42 FL:42.38 42.4242.42 FL:42.38 42.42 0. 5 % 42.08 41.85 41.76 FL:42.03 FL:41.39 41.45 FL:41.39 FL:41.28 FL:41.27 6.0 : 1 2.0% 2.0% 42.00 42.68 42.50 1. 5 % 43.59 43.59 Existing Fence Lease Boundary Airport Boundary 1' Drop At Edge Of Sidewalk 41.40 2. 0 : 1 Lease Boundary Culvert 1 Profile Horizontal Scale: 1"=20' Vertical Scale: 1"=20' 5530 5540 5550 5560 5530 5540 5550 5560 10+20 EG 5 5 4 0 . 6 F G 5 5 4 1 . 9 2 10+40 EG 5 5 4 0 . 8 F G 5 5 4 2 . 2 2 10+60 EG 5 5 4 1 . 1 F G 5 5 4 2 . 1 2 Culvert 1 60.00' Of 30" RCP @ 0.50% 1.141.13 Install 30" RCP Flared End Section Sta:10+70.00 Inv. In Elev:5538.26 Install 30" RCP Flared End Section Sta:10+10.00 Inv. Out Elev:5537.97 Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E C.004 Grading Plan X X X X X X X X X X X X X X X X X X XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW X O E X O E X O E X O E 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 W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT < < < < < < < < <<< << < < < < < < < <<<< < < < < < < < <<<< UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE << 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 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 WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS W S WS WS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W SO UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE <<< < < < < < < < < << WS WS S SWSWS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S W W W W W 5557 555 5 55 5 5 5550 5545 55 4 0 5540 5543 5545 5550 555 5 5542 5542 5543 5543 55 4 2 5 5 4 2 5541 55 4 0 55 4 2 5 5 4 0 5540 5538 5540 5542 5540 5542 5540 5542 55 4 6 55 4 4 55 4 2 55 4 2 55 4 8 55 5 0 5542 5542 5543 Asphalt Access DriveHangar 2 Hangar 1 Taxilane B-4 Betty Clark Way Exist. Hydrant Exist. Sanitary Sewer Manhole Exist. Hydrant Exist. Telephone Pedestal Exist. Water Manhole Proposed 30" RCP Culvert With Flared End Sections Exist. 30" RCP Culvert Airport Boundary Phase 2 To Be Submitted Under A Separate Permit Exist. Holy Cross Energy Overhead Electric Pole Approx. 495 L.F. Of 4" Sch-40 PVC And 6" Sch-40 PVC Conduit For Primary Electric Extension To Development From Upstream Splice Vault Proposed Holy Cross Energy Splice Vault For Primary Electric Extension 150 L.F. Of (2) 4" Sch-40 PVC Conduit Lines From Splice Vault To Transformer For Primary Electric Service Extension Proposed 150 KVA Three-Phase Holy Cross Energy Electric Transformer To Service Proposed Development Begin Telephone Conduit Realignment 322 L.F. Of Telephone Line Realignment. Contractor To Match Existing Conduit Size And Quanity Once Verified In Field. End Telephone Conduit Realignment Existing Fence Begin Water Line Realignment. Sawcut At Water Line And Install Solid Sleeve With Mega Lugs And Thrust Block. 45° Bend With Mega Lugs And Thrust Block 45° Bend With Mega Lugs And Thrust Block 34 L.F. Of Water Line (Size And Material To Be Confirmed With Airport Engineer) 8 L.F. Of Water Line (Size And Material To Be Confirmed With Airport Engineer) 250 L.F. Of Water Line (Size And Material To Be Confirmed With Airport Engineer) Estimated 25 L.F. Of Water Line (Size And Material To Be Confirmed With Airport Engineer) Tie Into Existing Water Line. Sawcut And Install 45° Bend At Connection With Mega Lugs And Thrust Block. Verify Connection Point And Remaining Underground Water Line Location And Alignment To The West Prior To Installation. 45° Bend With Mega Lugs And Thrust Block Secondary Junction Box 235 L.F. Of 3/4" Pure Core Water Service To Hangar 1 and 2. Maintain Min. 6' Bury Depth Over Water Service Line. Electric Service To Hangar 1 and 2 30 L.F. Of 4" Sch-40 PVC Conduit Hangar 1 and 2 Sanitary Sewer Service Inv. Out = 5537.00'. Install 2-Way Cleanout Within 5' Of The Structure. Hangar 1 and 2 Water Service Connection Hangar 3 and 4 Water Service Connection Hangar 3 and 4 Sanitary Sewer Service Inv. Out = 5537.00'. Install 2-Way Cleanout Within 5' Of The Structure. 23 L.F. Of 3/4" Pure Core Water Service To Hangar 3 and 4. Maintain Min. 6' Bury Depth Over Water Service Line. Install Curb Stop Install Water Service Tap For Phase 1 At Water Line As Per City of Rifle Water Department Rules And Regulations. Verify Location Of Water Line Prior To Installation. 201 L.F. Of 4" SDR-26 PVC Sanitary Sewer Service To Hangar 1 and 2. Maintain Min. 5' Bury Depth Over Service Line Sloped At Min. 2.00% To Wye At Sanitary Sewer Main. Install Wye For Phase 1 As Per City of Rifle Wastewater Department Rules And Regulations. Electric Service To Hangar 3 and 4 210 L.F. Of 4" Sch-40 PVC Conduit 55 4 1 Hangar 4 Hangar 3 19 L.F. Of 4" SDR-26 PVC Sanitary Sewer Service To Hangar 3 and 4. Maintain Min. 5' Bury Depth Over Service Line Sloped At Min. 2.00% To Wye At Sanitary Sewer Main. Frost-Proof Farm Hydrant Frost-Proof Farm Hydrant 15 . 0 0 Sanitary Sewer Line Extension. See Sanitary Sewer Plan And Profile For Design. Install 8"x6" MJ Tee With Thrust Block and Megalugs Install 6" Gate Valve And Valve Box 47 L.F Of 6" C-900 PVC Pipe 6" 3-Way Fire Hydrant As Approved By Colorado River Fire Protection District. See Detail For Installation. City of Rifle Water Department Approved Water Meter Pit. See Detail. Lease Boundary Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E C.005 Utility Plan X X X X X X X X X X X X XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW X W XW X W X W XW X W X W X W X W X W XW XW X S S X S S XW XW XW XW XW XW XW XW XW XW XW XW XWXWXWXW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXT XT XT XT XT XT XT XT XT XT XT XT XT <<<<<<<<< WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W SO UE UE UE UE UE UE UE UE U E UE UE UE < < < < < < < < <<<<<<<<<<<<< < < < < < WSWSWSWSWS SS SS SS WSWS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS W W W W W W W W W W 55 5 5 5 5 5 0 5 5 4 5 55 4 0 55 4 2 55 4 0 55 4 2 5546 5544 5542 5542 5548 5550 55 4 2 5 5 4 2 5 5 4 3 EX1-MH Exist. Sanitary Sewer Manhole Contractor To Confirm Exist. Pipe Inverts Prior To Construction Sta:22+21.34, Off:0.00 Rim:5543.72' Sump (Estimated):5529.72' SS1-Pipe Inv In (Estimated): 5529.72' SS1-MH 4' Dia. Pre Cast Conc. Manhole See Detail Sta:20+09.96, Off:0.00 Rim:5541.74' Sump:5533.95' SS1-Pipe Inv Out: 5533.95' SS1-Pipe 211.38' Of 6" SDR-35 @ 2.00% Hangar 3Hangar 4 20 00 21 00 22 00 22 31 Start Sanitary Sewer CL STA:20+00.00 N:7588.86 E:38423.88 End Sanitary Sewer CL STA:22+31.34 N:7819.93 E:38435.02 N2° 45' 38.04"E 231.34' Phase 2 To Be Submitted Under A Separate Permit Be t t y C l a r k W a y 7 . 7 8 Existing Fence Lease Boundary Sanitary Sewer CL Profile Horizontal Scale: 1"=10' Vertical Scale: 1"=10' 5520 5530 5540 5550 5520 5530 5540 5550 20+20 EG 5 5 4 6 . 3 F G 5 5 4 1 . 5 5 20+40 EG 5 5 4 6 . 2 F G 5 5 4 1 . 2 8 20+60 EG 5 5 4 6 . 0 F G 5 5 4 1 . 3 1 20+80 EG 5 5 4 5 . 7 F G 5 5 4 1 . 1 8 21+00 EG 5 5 4 5 . 4 F G 5 5 4 1 . 0 5 21+20 EG 5 5 4 5 . 3 F G 5 5 4 0 . 9 2 21+40 EG 5 5 4 5 . 1 F G 5 5 4 0 . 7 8 21+60 EG 5 5 4 4 . 6 F G 5 5 4 0 . 6 5 21+80 EG 5 5 4 4 . 3 F G 5 5 4 0 . 5 3 22+00 EG 5 5 4 2 . 5 F G 5 5 4 2 . 2 9 22+20 EG 5 5 4 3 . 7 F G SS1-Pipe 211.42' Of 6" SDR-26 @ 2.00% SS1-MH 4' Dia. Pre Cast Conc. Manhole See Detail Rim:5541.74' Sump:5533.95' SS1-Pipe Inv Out: 5533.95' EX1-MH Exist. Sanitary Sewer Manhole Rim:5543.72' Sump:5529.72' SS1-Pipe Inv In: 5529.72' Exist. Grade Finish. Grade 7.32 9.31 Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E Drawing Scale Units (Feet) 1" = 10' 0 10 20 NS W E C.006 Sanitary Sewer Plan And Profile XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW < < < < < < < < < < WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS WS 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 UE UE UE UE UE UE UE UE UE UE UE < < < < < 10 00 11 00 12 00 Start Access Alignment STA:10+00.00 N:7826.90 E:38324.92 Start Access Drive Tie Into Exist. Edge Of Pavement Sta:10+20.00 Off:0.00' Elev:5542.46 Sta:10+20.00 Off:20.00'L Elev:5542.68 Sta:10+20.00 Off:20.00'R Elev:5542.24 Sta:10+48.50 Off:0.00' Elev:5542.02 Sta:10+48.50 Off:20.00'R Elev:5541.62 Sta:10+48.50 Off:20.00'L Elev:5541.62 Sta:10+48.50 Off:22.00'L FL Elev:5541.58 Sta:10+48.50 Off:24.00'L Elev:5541.62 Sta:10+48.50 Off:39.50'L Elev:5542.50 Sta:10+35.13 Off:30.00'L Inv. In Elev:5538.26 Sta:10+34.71 Off:30.00'R Inv. Out Elev:5537.96 Sta:10+48.50 Off:22.00'R FL Elev:5541.58 Sta:10+48.50 Off:24.00'R Elev:5541.62 Sta:10+48.50 Off:39.50'R Elev:5542.50 Sta:11+12.12 Off:22.00'R FL Elev:5542.21 Sta:11+12.13 Off:20.00'R Elev:5542.25 Sta:11+12.13 Off:24.00'R Elev:5542.25 Sta:11+75.75 Off:39.50'R Elev:5542.50 Sta:11+12.13 Off:39.50'R Elev:5542.50 Sta:11+75.75 Off:20.00'R Elev:5542.18 Sta:11+75.75 Off:22.00'R FL Elev:5542.15 Sta:11+75.75 Off:24.00'R Elev:5542.19 Sta:11+75.75 Off:0.00' Elev:5542.58 Sta:11+75.75 Off:20.00'L Elev:5542.19 Sta:11+75.75 Off:22.00'L FL Elev:5542.14 Sta:11+75.75 Off:24.00'L Elev:5542.18 Sta:12+28.00 Off:20.00'L Elev:5542.99 End Access Drive (Phase 1) Sta:12+67.45 Off:0.00'R Elev:5543.99 Sta:12+28.00 Off:20.00'R Elev:5542.99 Swale Sta:12+02.42 Off:30.00'R FL Elev:5541.48 Swale Sta:11+98.75 Off:59.00'L FL Elev:5541.39 Sta:11+75.75 Off:39.50'L Elev:5542.50 Sta:11+12.12 Off:20.00'L Elev:5542.25 Sta:11+12.12 Off:22.00'L FL Elev:5542.21 Sta:11+12.12 Off:24.00'L Elev:5542.25 Sta:11+12.13 Off:39.50'L Elev:5542.50 Culvert 1 60.00' Of 30" RCP @ 0.50% S2° 45' 38.04"W 375.17' 4' Wide Conc. Valley Pan 5. 5 % 1.0%0.5% 0.5%1.0% 5. 5 % 1. 6 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 2. 0 % 0.5%0.5%1.0% Sta:11+12.67 Off:0.00' Elev:5542.66 2. 0 % Hangar 1 FFE = 5542.50'Hangar 2 FFE = 5542.50' 1. 6 % 15 . 5 0 4. 0 0 20 . 0 0 20 . 0 0 4. 0 0 15 . 5 0 20 . 0 0 20 . 0 0 67.74 27. 0 0 3.0: 1 2.0:1 2.0:1 3.0:1 2. 0 % 1. 1 % 3.0:1 55 4 2 5 5 4 2 55 4 3 5 5 4 3 55 4 2 5542 55 4 0 55 3 8 5 5 4 0 5 5 4 2 55 4 0 55 4 2 55 4 0 55 4 2 55 4 2 5 5 4 2 5 5 4 3 Concrete Apron (Refer To Structural For Concrete Apron Section Detail) Access Drive (Aspahlt) Betty Clark Way (Asphalt) Betty Clark Way Centerline Drainage Swale (Typ.) 2. 0 % Phase 2 To Be Submitted Under A Separate Permit Sta:11+81.75 Off:45.50'L Elev:5542.38 0. 4 % 0.5% 6' Concrete Sidewalk 5' Concrete Sidewalk Sta:10+48.50 Off:34.50'L Elev:5542.21 Sta:10+43.50 Off:34.50'L Elev:5542.11 Sta:10+43.50 Off:54.50'L Elev:5542.40 Sta:10+48.50 Off:54.50'L Elev:5542.50 Sta:10+48.50 Off:34.50'R Elev:5542.22 Sta:10+43.50 Off:34.50'R Elev:5542.12 Sta:10+48.50 Off:54.50'R Elev:5542.50 Sta:10+43.50 Off:54.50'R Elev:5542.40 5' Concrete Sidewalk Sta:11+75.75 Off:34.50'R Elev:5542.40 Sta:11+80.75 Off:34.50'R Elev:5542.30 Sta:11+80.75 Off:54.50'R Elev:5542.40 Sta:11+75.75 Off:54.50'R Elev:5542.50 5' Concrete Sidewalk Hangar 3 FFE = 5542.50' Hangar 4 FFE = 5542.50' Asphalt Sheet Step At Existing Pavement Connection. See Detail. Concrete Apron (Refer To Structural For Concrete Apron Section Detail) Sta:11+96.75 Off:45.50'L Elev:5541.76 Sta:11+96.75 Off:39.50'L Elev:5541.85 Sta:11+96.75 Off:20.00'L Elev:5542.08 3 . 6 % Sta:11+98.75 Off:22.00'L FL Elev:5542.03 0. 5 % Standard Parking Stall Van Accessible ADA Parking Stall Standard Parking Stall Standard Parking Stall Standard Parking Stall Sta:11+96.75 Off:24.00'L Elev:5542.08 Sta:11+28.69 Off:39.50'L Elev:5542.50 Sta:11+28.69 Off:20.00'L Elev:5542.42 Sta:11+28.61 Off:22.00'L FL Elev:5542.38 Sta:11+28.69 Off:24.00'L Elev:5542.42 Sta:11+28.69 Off:22.00'R FL Elev:5542.38 Sta:11+28.69 Off:20.00'R Elev:5542.42 Sta:11+28.69 Off:24.00'R Elev:5542.42 Sta:11+28.69 Off:39.50'R Elev:5542.50 0. 5 % Sta:12+28.00 Off:0.00' Elev:5543.39 Sta:11+96.75 Off:54.00'L Elev:5541.45 Sta:12+00.75 Off:54.00'L Elev:5541.45 Sta:12+18.15 Off:54.00'L Elev:5542.00 Sta:12+18.15 Off:20.00'L Elev:5542.68 No Parking Sign Sta:12+08.39 Off:55.50'L Elev:5541.69 Sta:11+98.75 Off:54.00'L FL Elev:5541.39 Lease Boundary Access Alignment Profile Horizontal Scale: 1"=10' Vertical Scale: 1"=10' 5530 5540 5550 5560 5530 5540 5550 5560 10+20 EG 5 5 4 2 . 5 F G 5 5 4 2 . 4 7 10+40 EG 5 5 4 1 . 8 F G 5 5 4 2 . 1 5 10+60 EG 5 5 4 3 . 4 F G 5 5 4 2 . 1 3 10+80 EG 5 5 4 3 . 7 F G 5 5 4 2 . 3 3 11+00 EG 5 5 4 3 . 8 F G 5 5 4 2 . 5 3 11+20 EG 5 5 4 4 . 0 F G 5 5 4 2 . 7 3 11+40 EG 5 5 4 4 . 1 F G 5 5 4 2 . 7 6 11+60 EG 5 5 4 4 . 3 F G 5 5 4 2 . 6 6 11+80 EG 5 5 4 4 . 6 F G 5 5 4 2 . 5 6 12+00 EG 5 5 4 4 . 8 F G 5 5 4 2 . 5 1 12+20 EG 5 5 4 5 . 0 F G 5 5 4 3 . 1 4 12+40 EG 5 5 4 5 . 2 F G 5 5 4 3 . 5 7 12+60 EG 5 5 4 5 . 4 F G 5 5 4 3 . 8 7 -1.57%1.00%-0.50%3.16%1.50%1.50% Start Access Drive CL Profile STA = 10+20.00 ELEV = 5542.465 GRADE BREAK STA = 10+48.50 ELEV = 5542.018 GRADE BREAK STA = 11+28.69 ELEV = 5542.820 GRADE BREAK STA = 11+98.75 ELEV = 5542.470 GRADE BREAK STA = 12+28.00 ELEV = 5543.394 End Phase 1 Access Drive Limits STA = 12+67.45 ELEV = 5543.986 Culvert 1 Sta:10+34.92 Inv. Elev:5538.11 1.33 Exist. Grade Finish. Grade Phase 2 Access Driveway To Be Submitted On A Separate Permit Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E Drawing Scale Units (Feet) 1" = 10' 0 10 20 N S W E C.007 Access Plan And Profile X X X X X X X X X X X X X X X X X X XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW X O E X O E X O E X O E 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 W XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XW XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XT XTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXTXT XT XT XT XT XT < < < < < < < < <<< << < < < < < < < <<<< < < < < < < < <<<< UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE << 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 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 WSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWSWS W S WS WS SS S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS W SO UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE <<< < < < < < < < < << WS WS S S WS WS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S W W W W W Colorado River Fire Protection District Approved Fire Truck T-Turn Turnaround 12 0 . 0 0 46.00 28.00 R26 . 0 0 R2 6 . 0 0 20.00 20.00 20 . 0 0 20.00 15 . 0 0 37 . 2 5 Colorado River Fire Protection District Approved Fire Hydrant "No Parking Any Time" Sign Hangar 1 Hangar 2 Hangar 3 Hangar 4 Betty Clark Way Existing Fire Hydrant To Remain Taxilane B-4 Existing Fence Lease Boundary Airport Boundary Lease Boundary Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E C.008 Firetruck Turnaround AnalysisDrawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E X X X X X X X X X X X X X X X X X X < < < < < < < < <<< << < < < < < < < <<<< < < < < < < < <<<< << 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 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 5557 55 5 5 5550 5545 55 4 0 5540 5543 5545 5550 555 5 5542 5542 5543 5543 55 4 2 5 5 4 2 5541 55 4 0 55 4 2 55 4 0 5540 5538 5540 5542 5540 5542 5540 5542 55 4 6 55 4 4 55 4 2 55 4 2 55 4 8 55 5 0 5542 5542 5543 Vehicle Tracking Pad Install Waddles Within Swale Flowline (Typ.) Hangar 1 Hangar 2 Asphalt Access Drive Phase 2 To Be Submitted On A Separate Permit Taxilane B-4 Betty Clark WayInstall Erosion Control Blanket (ECB) On Slopes Greater Than 3:1 (2,742 ft²) Install Erosion Control Blanket (ECB) On Slopes Greater Than 3:1 (5,472 ft²) 55 4 1 Install 5' Rip Rap Band At Edge Of Structure To Prevent Erosion Install 5' Rip Rap Band At Edge Of Structure To Prevent Erosion Hangar 3 Hangar 4 Existing Fence Lease Boundary Airport Boundary Installation Instructions: 1.Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. Ground surface must be free of debris, rocks, clay clods and raked smooth sufficient to allow intimate contact of the RECP with the soil over the entirety of the installation. 2.Begin at the top of the slope by anchoring the RECPs in a 6" deep X 6" wide trench. Anchor the RECPs with a row of staples/stakes/pins spaced as manufacturer recommendation apart in the bottom of the trench. Backfill and compact the trench after stapling and fold the roll over downslope. Secure RECPs over compacted soil with a row of staples/stakes/pins spaced as per manufacturer recommendation apart across the width of the RECPs. 3.Roll the RECPs down the slope. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes/pins in appropriate locations as shown on manufacturer installation recommendation guide. 4.Consecutive RECPs spliced down the slope must overlapped with the upstream mat atop the downstream mat (shingle style). The overlap should be 4" - 6". 5.At the terminal end, secure each mat across the width with a row of staples/stakes/pins spaced at as recommended by manufacturer. If exposed to flow, foot traffic, wind uplift or other disruption, trench the terminal end in as shown in detail. 6.Fasteners should provide a minimum of twenty pounds of pullout resistance. Six-inch X one-inch eleven gauge staples are typically adequate. In loose soils, longer staples may be necessary, twist pins can provide the greatest pullout resistance. In hard or rocky soils, straight pins may by used where staples or twist pins are refused, provided the minimum pullout requirements are met. 7.Refer to manufacturer installation recommendation on staple pattern detail information. 4 2 5 1 3 4"- 6" 6" 12" 4"- 6" 6 12" 6" 6" Erosion Control Blanket Detail Not to Scale Fl o w A Plan View Erosion Log A Point A Point A Point B Point A Overflow Point Elevation View Point B Point A Trench Logs Into Grade 2" Note: Points A Shall be A Min. 4" Higher Than Point B Structure Or Road Elevation Shall Be Higher Than Overflow Elevation Note: The Tops Of All Stakes Shall Not Extend More Thank 2" Above The Tops Of Erosion Logs. Stakes Approx. 90° To Each Other (Typ.) Trench Logs Into Grade 2" Section A - A Notes: 1.Erosion Logs Shall Be Embedded 2" Into Soil 2.Erosion Logs Shall Be Tightly Abutted With No Gaps. 3.All Ditches Shall Be Parabolic Or Trapezoidal In Shape At Flowline. Erosion Log Detail Not to Scale 10' 10' Plan View Existing Grade Geotextile Fabric Placed At Bottom Of Aggregate A A Vehicle Tracking Pad Aggregate Base as Per CDOT Subsection 208.02 (I) Elevation Section Section A-A Existing Grade Geotextile Fabric Placed At Bottom Of Aggregate Note: Material Shall Extend the Full Width of Ingress and Egress of the Construction Entrance. Contractor is Responsible for Protection of Existing Curb And Gutter That Crosses Construction Entrance From Any Damage Without Blocking Flow Of Water. See Section A-A Below Existing Access Pavement Construction Site or Driveway Existing Access PavementConstruction Site or Driveway Vehicle Tracking Pad Vehicle Tracking Pad Vehicle Tracking Pad Detail Not to Scale 70' Length Or As Site Allows 6" Minimum Depth Width Of Driveway Minimum of 12' Entire Driveway Width (12' Minimum) 6" Minimum Depth Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E Drawing Scale Units (Feet) 1" = 20' 0 20 40 N S W E C.009 Erosion Control Plan 24" Wide Trench 6" Depth Bedding Material Below Utility Line 12" Depth Bedding Material Above Utility Line Residential Service Line Electric: 4" PVC Conduit Verify Size and Material with Utility Provider Prior to Installation 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 30" Minimum 72" Maximum Bury Depth Residential Secondary Electric Trenching Detail Not to Scale 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 Verify Size and Material with Corresponding Utility Jurisdiction 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 Storm Sewer: As Per Plan Not to Scale Note: Water and Sanitary Sewer Service Lines Require a Minimum 10' of Separation Note: Gas and Secondary Electric Service Lines Require a Minimum 3' of Separation. Communications and Secondary Electric Require a Minimum 2' of Separation. Asphalt Driveway Detail Not to Scale 8" Of Class 6 Aggregate Base Course Compact to 95% ASTM Standard Proctor 2" Asphalt Top Lift. CDOT SX Mix Design. 2" Asphalt Base Lift. CDOT SX Mix Design. Minimum 6" of Top Soil Revegetate as Necessary Scarify and Recompact Bottom of Excavation To A Depth Of 8" To 95% ASTM Standard Proctor. Remove Any Organic Materials Present. Sheer Step Asphalt Patch Detail Not to Scale Existing Pavement Section Proposed Pavement Section Seal Joint With Hot Crack Sealer 24" Min. Sheer Step Note: Refer To Structural Drawings For Concrete Pavement Detail. Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E C.010 Construction Details Of 11 Pages 01 Bu i l d i n g P e r m i t 04 . 3 0 . 2 0 2 4 VJ T # De s c r i p t i o n Da t e Dr a w n B y Ga r f i e l d C o u n t y A i r p o r t H a n g a r s Ha n g a r 1 a n d 2 Ri f l e - G a r f i e l d C o u n t y A i r p o r t ( R I L ) Ri f l e , C o l o r a d o 8 1 6 5 0 1101 Village Road, Unit UL-3C Carbondale, CO 81623 (970) 510 - 5312 JK E Re v i e w e d B y For Construction Job #: 24.10 02 Co n s t r u c t i o n D r a w i n g s 05 . 1 4 . 2 0 2 4 VJ T JK E C.011 Water Details