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HomeMy WebLinkAbout202209 AAS-RIL, Hgr 6 BTN-1 06-16-23A101 1 SIM 101A 1 A101 SIM 1 A101 SIM 1 A101 SIM 1 A101 SIM Name Elevation A 2A Indicates Drawing Number Indicates View Title Indicates Sheet Number Where Drawing Is Referenced From Symbol Legend View Title Indicates Drawing Scale North Arrow Indicates True North Direction 0 0 Column Reference Bubbles Indicates Column Designation Indicates Column Reference Grid Exterior Elevation Indicates Sheet Number Where Elevation Is Located Indicates Elevation Number Indicates Direction Of View Building Section Indicates Sheet Number Where Section Is Located Indicates Section Number Indicates Direction Of Cutting Plane Wall Section Indicates Wall Section Number Indicates Direction Of Cutting Plane Indicates Sheet Number Where Wall Section Is Located Detail Section Indicates Detail Section Number Indicates Sheet Number Where Detail Is Located Detail Bubble Indicates Detail Number Indicates Sheet Number Where Detail Is Located Indicates Area Of Detail To Be Enlarged Interior Elevations Indicates Direction Of View Indicates Sheet Number Where Interior Elevation Is Located Indicates Interior Elevation Number Benchmark Elevations Indicates Benchmark Description Indicates Benchmark Elevation Room Number Indicates Room Name Indicates Room Number Door Number Indicates Door Number -See Door Schedule Window Reference Symbol Indicates Window Type -See Window Elevations Partition Types Indicates Partition Type -See Partition Schedule Ceiling Type Symbol Indicates Ceiling Type -See Finish Schedule (Ceilings) Indicates Ceiling Height Above Finish Floor (And Ceiling Slope When Applicable) Floor Finish Tag Indicates Floor Material -See Finish Schedule (Floors) SAC-1 10'-0" Sloped 1 A3.00 C N Room name A101 A6.50 Fl:TLF-1 Finish Material Tag Indicates Finish Material / Indicates Base Material -See Finish ScheduleP-1/RB-1 (P-2 Above)Indicates Element Specific Comments Threshold Type Symbol 10 Indicates Threshold Type -See Finish Schedule (Thresholds) Indicates Project North Direction 22 View Name Scale: 1/8" = 1'-0" Ref: A2.00 Indicates Target Elevation Note Legend Target Elevation Symbol 2' - 0" Elev: 20'-0" Dimensions Dimensions Are To Face Of Stud Unless Otherwise Noted On The Drawing 11 11 Sheet Keynote Symbol Indicates Number Of Keynote -See Sheet Keynote Legend Restroom Accessory Symbol Indicates Number Of Keynote -See Sheet Keynote Legend BTN-1 Revision Number And Cloud Indicates Area That Has Been Revised Indicates Revision Number A i r p o r t R d G a r f i e l d C o . A i r p o r t R dMamm Creek RdAirport Rd Ru n w a y R d Project Location Rifle Garfield County Airport Airport Rd Ru n w a y R d Project Location Rifle Garfield County Airport Airport Security Gate Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 : 0 2 : 1 4 P M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A0.00 Cover Sheet 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Sheet # Sheet Name Current Revision General Information A0.00 Cover Sheet BTN-1 A0.01 Code Analysis Sheet BTN-1 Civil Drawings C1.00 Civil Overview BTN-1 C1.01 Project Overview / CSPP BTN-1 C1.02 Existing Topography C1.31 Removals Plan BTN-1 C2.11 Overexcavation Plan BTN-1 C2.12 Grading Plan BTN-1 C3.11 Construction Plan BTN-1 C3.51 Paving / Miscellaneous Details C3.52 Paving / Miscellaneous Details BTN-1 C3.61 Geometrics BTN-1 C3.71 Joints & Grades BTN-1 C4.11 Retaining Wall Plan-Profile BTN-1 C4.51 Paving / Miscellaneous Details C5.11 Sanitary Sewer Plan-Profile BTN-1 C5.51 Sanitary Sewer Details C6.11 Water Service Plan-Profile BTN-1 C6.51 Water/ Fire Protection Service Details C6.52 Water/ Fire Protection Service Details C7.11 Storm Drain Plan-Profile BTN-1 C7.12 Storm Drain Plan-Profile BTN-1 C7.13 Storm Drain Plan-Profile BTN-1 C7.14 Storm Drain Plan-Profile BTN-1 C7.20 Subdrain Sections BTN-1 C7.51 Storm Drain Details C7.52 Storm Drain Details C7.53 Storm Drain Details C7.54 Storm Drain Details C7.55 Storm Drain Details C8.01 SWPPP Overview BTN-1 C8.51 SWPPP Details C8.52 SWPPP Details C8.53 SWPPP Details C8.54 SWPPP Details Architectural Drawings A1.00 Site Plan BTN-1 A2.00 First Floor Plan BTN-1 A2.01 Mezz. Plan BTN-1 A2.50 PEMB Floor Plan BTN-1 A2.60 Roof Plan BTN-1 A3.00 Building Elevations BTN-1 A4.00 Building Sections BTN-1 A4.50 Wall Sections BTN-1 A5.00 Schedules & Int. Elevations BTN-1 A5.01 ADA Standards & Partition Types BTN-1 A7.00 Reflected Ceiling Plan - First Floor BTN-1 A8.00 Details BTN-1 A8.10 Details A8.11 Details BTN-1 A8.12 Details BTN-1 A8.50 Hangar Door Track Details A9.00 PEMB Baseplate Floorplan BTN-1 A9.01 PEMB Baseplate Details BTN-1 A9.02 PEMB Baseplate Details BTN-1 A9.03 PEMB Baseplate Details BTN-1 Structural Drawings S0.01 General Notes S0.02 Special Inspections S1.01 Foundation Plan BTN-1 S1.02 Aggregate Pier Plan BTN-1 S2.01 Typ Foundation Details BTN-1 S2.02 Foundation Sections BTN-1 S2.03 Foundation Sections BTN-1 S2.04 Enlarged Foundation Details BTN-1 S2.05 Stem Wall Elevation Views S3.01 2nd Level Mezzanine Framing Plan S4.01 Typ Framing Details Mechanical Drawings M0.00 Mechanical Cover Sheet M2.00 First Floor HVAC Plan BTN-1 M2.01 Mezzanine HVAC Plan & Sections BTN-1 M5.00 HVAC Schedules M5.01 HVAC Schedules BTN-1 M6.00 HVAC Details & Piping Schematic M7.00 HVAC Outside Air Calcs & Sequence Plumbing Drawings P0.00 Plumbing Cover Sheet P2.00 First Floor Plumbing Plan P2.01 Mezzanine & Enlarged Plumbing Plans P2.02 Roof Plumbing Plan P4.00 Plumbing Details P5.00 Plumbing Schedules Electrical Drawings E0.01 Electrical General Information E0.02 Electrical Project Notes E0.03 Lighting Schedules E0.04 Mechanical Equipment Schedule E1.01 Electrical Site Plan BTN-1 E2.00 First Floor Power Plan BTN-1 E2.01 Mezzanine Level Power Plan E3.00 First Floor Lighting Plan E3.01 Mezzanine Level Lighting Plan BTN-1 E5.01 Electrical One-Line Diagram BTN-1 Fire Alarm FA0.01 Fire Alarm General Information FA2.00 First Floor Fire Alarm Plan FA2.01 First Floor And Mezzanine Fire Alarm Plans Fire Protection F0.00 Sprinkler Cover Sheet BTN-1 F1.00 Sprinkler Site Plan BTN-1 F2.00 First Floor Sprinkler Plan BTN-1 F2.01 Mezzanine Sprinkler Plan BTN-1 F3.00 Hangar Sprinkler Sections BTN-1 F4.00 Sprinkler Riser Enlarged Plan BTN-1 F4.01 Sprinkler Riser Section Views BTN-1 Adj. Adjustable AFF. Above Finish Floor Alum. Aluminum B.L. Building Line B.O. Bottom Of B.O.F. Bottom Of Footing B.O.S. Bottom Of Structure Clg. Ceiling Clr. Clr. Cont. Continuous CPT Carpet CRU Chemical Resistant Urethane Dia. Diameter E.E.S. Emergency Eyewash Station F.D. Floor Drain F.E. Fire Extinguisher F.F.L Finish Floor Level F.O.C. Face Of Concrete F.O.G. Face Of Girt F.O.S. Face Of Stud F.R. Fire Resistant Fin. Finish Flr. Floor FPR Fiberglass Reinforced Panel Ga Gauge Galv. Galvanized GR Granite Gyp Bd. Gypsum Board HM Hollow Metal I.D. Inside Dimension Insul Insulation Mtd Mounted Mtl. Metal Mtl. Bldg Metal Building O.C. On Center O.D. Overflow Drain Opp. Opposite P Paint PLam Plastic Laminate Plywd Plywood R Radius R.D. Roof Drain R.O. Rough Opening RB Rubber Base RCP Reflected Ceiling Plan SAC Suspended Acoustical Ceiling SC Sealed Concrete Scwd Solid Core Wood Door SHVL Sheet Vinyl Sim. Similar SS Stainless Steel T.O. Top Of T.O.F. Top Of Footing Temp. Tempered Thk. Thick TL Tile Typ. Typical UNO Unless Noted Otherwise VIF. Verify In Field VWC Vinyl Wall Covering WB Wall Base Abbreviations Drawing Index Signature Block Owner Sign-Off Owner Comments Date City Map Vicinity Map N N Project Directory Project Directory Project Address Atlantic Aviation Services Key Personnel Jenna Pollard 375 County Road 352 General Manager Rifle, CO 81650 -- ofc: (970) 625-4833 -- -- Electrical Engineer BCER Engineering Key Personnel Bryan Fingland, PE 5420 Ward Road, Suite 200 Senior Electrical Engineer Arvada, CO 80002-1838 -- ofc: (303) 422-7400 -- fax: (303) 422-7900 -- Owner / Client Atlantic Aviation Services Key Personnel Justin Carver Regional Director Rifle, CO 81650 -- ofc: (970) 625-4833 -- -- Architect Tectonic Management Group, Inc. Key Personnel Kevin Larson, President 6695 W. 48th Avenue Janice Pascarella, Project ArchitectWheat Ridge, CO 80033 klarson@tectonicdesignbuild.com ofc: (303) 403-1228 jpascarella@tectonicdesignbuild.com fax: (303) 403-1229 -- Structural Engineer Robbins Engineering Key Personnel Todd Robbins Cantrell Rd Ste 104 Project Engineer Little Rock, AR 72202 -- ofc: (501) 664-7575 -- fax: (501) 644-7474 -- Mechanical Engineer Key Personnel Plumbing Engineer Key Personnel Civil Engineer Benesch Key Personnel Frank Doland, PE 825 M Street, Suite 100 Project Engineer Lincoln, NE 68508 fdoland@benesch.com ofc: 402-479-2200 -- Cell: 402-560-3985 -- Metal Building Manufacturer Key Personnel -- -- General Contractor Key Personnel The Ballard Group, Inc Tim Harris 2525 South Wadsworth Blvd., Suite 200 Vice President & Project Engineer Lakewood, CO 80227 -- ofc: (303) 988-4514 -- fax: (303) 988-4517 -- Tectonic Management Group, Inc.Tom Cook 6695 W. 48th Avenue Executive VP / Project Manager Wheat Ridge, CO 80033 tcook@tectonicdesignbuild.com ofc: (303) 403-1228 -- fax: (303) 403-1229 -- PEMB Loading Criteria Loading Criteria Loading Criteria Description Wind Speed 115 mph (ULT), 89 mph (Nominal ASD) Wind Exposure Category C Wind Importance Factor 1.0 Seismic Design Category B Seismic Site Class D* (Presumed, pending Geotech Report) Seismic Occupancy Category II Seismic Importance Factor I = 1.0 Ss = 0.307 Fa = 1.554 Sds = 0.318 S1 = 0.08 Fv = 2.4 Sd1 = 0.128 Basic Structural System Building Frame System / Moment Resisting Frame System Seismic Force Resisting System Steel Ordinary Concentrically Braced Frame / Ordinary Moment Frame Response Modification Factor R = 3.25 / 3.5 Deflection Amplification Factor Cd = 3.25 / 3.0 Analysis Procedure Equivalent Lateral Force Procedure Design Rainfall Rate (IBC) Primary Drain 1.18 in/Hr (60min/100yr) Design Rainfall Rate (IBC) Secondary Drain 3.16 in/hr (15min/100yr) Frost Depth 36" Min. Roof Snow Load Pm = 40 psf (Per local amendment) Flat Roof Snow Load Pf = 28 psf Ground Snow Load Pg = 40 psf Roof Live Load 20 psf (Unreducible) Roof Collateral Loads 6 psf Mezzanine Live Loads 125 psf (Storage) Mezzanine Dead Load 44 psf (Does not include framing steel weight) Overhead Crane Deflection L/450 Hangar Door Deflection 6" Down & 5" Up Deflection Rafter Purlins Snow or Live L/150 (Hangar) L/180 (Office) Frame Sidesway (10 yr wind) H/90 (Hangar) H/120 (office) Max Vert Deflection Allowed @ Windows 1/2 Inch Max Vert Deflection Allwoed @ Rated Walls 2 Inches Metal Wall Panel Warranties 20-Year Warranty For Finish Metal Roof Panel Warranties 20-Year Warranty For Finish Weathertight Warranties 20-Year Warranty For Standing Seam Roofing Fall Protection See Reflected Ceiling Plans Base Plates Plates Shall Be Set @ Elev. 100'-2" In Hangar Bays; 99'-2" At Office And Shops (Assume Finish Floor @ Elev = 100'-0") Gutters And Downspouts Slope > 1/4 :12: Sized per MBMA Slope < 1/4 :12: Sized per IBC, consider roof ponding IBC 1106, 1108, Table 1604.3 Footnote "e". The Ballard Group, Inc Peter Failla, PE 2525 South Wadsworth Blvd., Suite 200 Principal Lakewood, CO 80227 -- ofc: (303) 988-4514 -- fax: (303) 988-4517 -- Fire Protection Engineer Key Personnel sblock@jensenhughes.com -- -- Jensen Hughes Shawn Block, PE 10170 Church Ranch Way, Suite 200 Fire Protection Engineer Westminster, CO 80021 ofc: (720) 499-1840 375 County Road 352 Atlantic Aviation Services -Rifle, Hangar 6 BTN-1 06-16-23 emily.dreher@chiefind.com Chief Buildings Emily Dreher 1821 S. North Road, P.O. Box 2078 District Manager Grand Island, NE 68802-2078 ofc: (303) 389-7281 BTN-1 CR C R C R C R CR CR CR Ga s CR CR Global 7500 S-1 Occupancy Occupancy Type Legend B S-1 1 Hangar 164 SF Boiler 2 B Occupancy S-1 Occupancy 6 3 3 5 Tranformer -See Elec Dwgs Condensing Unit -See Mech Dwgs. Occupant Load: 7 One Exit Allowed Per Table 1006.2.1 Only (1) Exit Required Per 1006.2.2.1 36 " 10 0 D 36" 100A 36" 108E 36" 36" 36" 107A 106A 101A Occupant Load: 6 One Exit Allowed Per Table 1006.2.1 GSE 108 Wash Bay 108A Suite C 107 Suite B 106 Suite A 105 Occupant Load: 5 One Exit Allowed Per Table 1006.2.1 Occupant Load: 6 One Exit Allowed Per Table 1006.2.1 Aircraft Ramp Paving -See Site Plan Exist. Road -To Remain Exist. Road -To Remain Ne w A c c e s s R o a d - Se e S i t e P l a n Ne w A c c e s s R o a d - Se e S i t e P l a n Oil/Water Separator - See Plumb Dwgs. Ne w S i d e w a l k - Se e C i v i l D w g s . Mech 111 Jan/Storage 104 Fire Entry Fire Dept. Connection Lease Line Dumpster Enclosure Partition Legend New Non-Rated Partition New 1-Hour Rated Partition Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 2 9 : 5 6 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A0.01 Code Analysis Sheet 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1" = 10'-0"1 Code Analysis Plan *Project Info Project Description: Aircraft Storage Hangar With Tenant Suites Building Department: Garfield County, CO Community Development Contact Person: 970-945-1377 Construction Classification: Type II-B (Per IBC Table 601) * Building Element Rating Requirements 0-Hr (Per IBC Table 601) Sprinkler System: 1-Story Fully Sprinkled * Office Space Light Hazard A5.2 (Per NFPA 13) * Hangar Areas Extra Hazard Group (2) A5.4.2 (Per NFPA 13) NFPA 409 Code: Aircraft Hangar Group Per Chapter 4 Group II, Door Less Than 28'-0", Single Fire Area 12,001 To 40,000 Sq-Ft, Type II (000) Construction. Per 5.2.4 1-Hour Separation Is Required Between Hangar And Lean-To Spaces. The Facility Is A Group II Hangar Per NFPA 409 And Will Be Operated By The Fixed Base Operator For Storage Of Transient Aircraft Only, With No Hazardous Operations As Defined In IBC Section 412.3.6.1. The Hangar Shall Have A Fire Suppression System, But Foam Requirements Are Exempt. See Fire Protection Drawings For Additional Information. *Building Code Data Department Applicable Code Building Code International Building Code - 2015 Edition Mechanical Code International Mechanical Code - 2015 Edition Plumbing Code International Plumbing Code - 2015 Edition Electrical Code National Electrical Code - 2020 Edition Energy Code International Energy Conservation Code - 2009 Edition Fire Code International Fire Code - 2018 Edition Accessibility Code 2010 ADA Standards fo Accessible Design Standards On Aircraft Hangars NFPA 409 - 2016 Edition (2022 Edition With AHJ Approval) Standard For Installation Of Sprinkler Systems NFPA 13 - 2016 Edition *Actual Building Square Footages (Gross Areas) Name Area (Gross SF) S-1 Accessory Storage Area 1,885 SF S-1 Hangar Area 30,005 SF B 2,610 SF Grand total 34,500 SF *Building Height Requirements Allowable Height Per IBC Table 504.3. Occupancy Classification S, Fully Sprinkled, Type II-B Construction Type: Allowable Building Height in Feet Above Grade Plane is 75'. Proposed Height 42'-5" *Required Separation Of Occupancies Area Types Hour Separation S-1 To B No Separation Required (Per IBC Table 508.4) Hangar To Lean-To 1-Hr (Per NFPA 409 5.2.4) *Egress Maximum Travel Distances (Table 1016.1) Path Number Occupancy Max. Travel Distance W/ Sprinkler Egress Length 1 S-1 250' 142' 2 S-1 250' 130' 3 S-1 250' 48' 5 B 300' 71' 6 B 300' 31' *Plumbing Fixtures Provided Drinking Fountain 2 Lavatory 4 Service SInk 2 Service Sink - Mop Sink @ Janitor Closet 1 Urinal 1 Water Closet 3 *Occupancy Load And Egress Width Calculations Number Room Name IBC Table 1004.1.2 IBC 1005.3.2 Function Of Space Area (Net) Occupancy Load Factor Occupant Load Occupancy Type Egress Width Factor Egress Width Required 108 GSE Accessory Storage 1,207 SF 300 5 S-1 0.15 0.7" 108A Wash Bay Accessory Storage 568 SF 300 2 S-1 0.15 0.4" 112 Boiler Accessory Storage 164 SF 300 1 S-1 0.15 0.2" 113 Mezzanine Storage Accessory Storage 911 SF 300 4 S-1 0.15 0.5" 100 Hangar Aircraft Hangar 29,275 SF 500 59 S-1 0.15 8.9" 101 Hall Business Areas 210 SF 100 3 B 0.15 0.4" 102 Toilet Business Areas 148 SF 100 2 B 0.15 0.3" 103 Toilet Business Areas 148 SF 100 2 B 0.15 0.3" 104 Jan/Storage Business Areas 75 SF 100 1 B 0.15 0.2" 105 Suite A Business Areas 499 SF 100 5 B 0.15 0.8" 106 Suite B Business Areas 495 SF 100 5 B 0.15 0.8" 107 Suite C Business Areas 502 SF 100 6 B 0.15 0.8" 109 IT Business Areas 45 SF 100 1 B 0.15 0.1" 110 GSE Office Business Areas 113 SF 100 2 B 0.15 0.2" 111 Mech Business Areas 110 SF 100 2 B 0.15 0.2" *Plumbing Fixture Requirements (Table 2902.1) Occupancy Occupant Load Water Closets Lavatories Drinking Fountains Water Closet Load Male Female Total Required Lav. Load Total Required DF Load Total Required B 29 1 per 25 for the first 50 and 1 per 50 for the remainder exceeding 50 0.58 0.58 1.16 1 per 40 for the first 80 and 1 per 80 for the remainder exceeding 80 0.725 1 per 100 0.29 S-1 71 1 per 100 0.355 0.355 0.71 1 per 100 0.71 1 per 1000 0.071 Grand total 100 0.935 0.935 1.87 1.435 0.361 *Allowable Building Square Footage Allowable Per IBC Table 506.2. A Single Story, S-1 Occupancy Classification, Fully Sprinkled, Type II-B Construction Type: Allowable Area in Square Feet is 70,000 SF. Per IBC Table 506.2. A Single Story, B Occupancy Classification, Fully Sprinkled, Type II-B Construction Type: Allowable Area in Square Feet is 92,000 SF. Proposed S-1: 31,805 SF B: 2,520 SF *Occupancy Type Square Footages (Net Areas) Occupancy Occupancy Description IBC Code Section Area (Net SF) B Business Section 304 2,345 SF S-1 Storage (Moderate Hazard) Section 311.2 32,125 SF N Total: S-1 Accessory Storage: 12 S-1 Aircraft Hangar: 59 B Business Areas: 30 Total: 101 Total Required: 14.8" Egress Door Width Provided Number Exiting From Exiting From Rm # Width Provided 100A Hangar 100 36" 100D Hangar 100 36" 101A Hall 101 36" 105A 36" 106A Suite B 106 36" 107A Suite C 107 36" 108E GSE 108 36" 252" Parking Stalls Provided Type Comments Count Accessible Stall - Van 1 Standard Stall 13 Grand total: 14 Parking Requirements 1. Total Stalls Required: Office Spaces: 1 per 250 SF Leeaseable Area. Warehouse: 1 per 2,000 SF of Floor Area 2. HC Stalls Required: (Table 1106.1) 26 to 50 Stalls 3. Van Accessible Stalls Required: (Table 1106.5) One For Every Six or Fraction of Six Accessible Spaces Office: 1,503/250 = 6.012, use 6. Warehouse: 29,278/2,000 = 14.64, use 15. Parking Spaces Required: 6 + 15 = 21 1 to 25 Stalls = 1 Accessible Stall Requried 1 For Every 6 Accessible Stalls. 1 Accessible Stall Required = 1 Van Accessible Stall Required. BTN-1 06-16-23 BTN-1 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 1 . 0 0 - C iv il O v e r v ie w . d g n ~ 5 0 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction VICINITY MAP N GENERAL NOTES PRIOR TO CONSTRUCTION: CONSTRUCTION. EACH EXISTING UTILITY BEFORE AND DURING ACTUAL THE INDIVIDUAL CONTRACTORS TO EXACTLY LOCATE AND PROTECT CONSIDERED APPROXIMATE ONLY. IT IS THE RESPONSIBILITY OF INFORMATION AND THEREFORE, THEIR LOCATIONS MUST BE DRAINAGE STRUCTURES HAVE BEEN PLOTTED FROM AVAILABLE NOTE: EXISTING UNDERGROUND AND OVERHEAD UTILITIES AND TELEPHONE, ELECTRIC, GAS MAINS, CABLE AND AIRPORT UTILITIES. CALL : 1-800-922-1987 FOR LOCATION OF UNDERGROUND C1.00 Overview Civil INDEX OF CIVIL DRAWINGS LOCATION PROJECT 2023 ITEM DESCRIPTION UNIT SCHEDULE OF APPROXIMATE CIVIL QUANTITIES QUANTITY APPROXIMATE SECTION PRIMARY SPECIFICATION RIFLE, COLORADO REGIONAL AIRPORT GARFIELD COUNTY REGIONAL AIRPORT GARFIELD COUNTY BETTY CLARK ROAD AIRPORT ROAD C O U N T Y R O A D 333 C O U NT Y R O A D 315 INTERSTATE I-70 HANGAR 6 CONSTRUCTION ATLANTIC AVIATION R O A D R U N W A Y WORK INDICATED. CONTRACTOR'S BID SHALL NOT RELY ON THE QUANTITIES SHOWN BUT SHALL COVER THE TOTAL SCOPE OF THE PLAN QUANTITIES SHOWN ARE APPROXIMATE AND THE CONTRACTOR SHALL VERIFY ALL ITEMS. THE 8. COMPACTION, SUITABILITY, ETC. PREPARED BY GROUND ENGINEERING DATED 9/28/2022 FOR SOIL REQUIREMENTS INCLUDING MOISTURE, SEE THE PROJECT GEOTECHNICAL REPORT, "GEOTECHNICAL EVALUATION, ATLANTIC AVIATION - RIFLE HANGAR" 7. BE NECESSARY IF THE SIDES OF THE EXCAVATION CANNOT BE SLOPED TO MEET OSHA REGULATIONS. CONDITIONS AFFECTING THE SOIL'S CLASSIFICATION CHANGE IN ANY WAY. SHEET PILING AND/OR SHORING WILL SUBPART P-EXCAVATIONS. OSHA STATES THAT A SOIL SHALL BE RECLASSIFIED IF THE PROPERTIES, FACTORS OR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) CONSTRUCTION STANDARD-29 CFR PART 1926, EXCAVATIONS THAT WILL BE OCCUPIED BY PERSONNEL SHALL BE MADE IN ACCORDANCE WITH THE 6. WALK-THROUGH INSPECTION. PRIOR TO MOVING OFF THE JOB THE CONTRACTOR SHALL NOTIFY THE OWNER TO PERFORM A FINAL 5. STAKING ON THIS PROJECT. THE CONTRACTOR SHALL PRESERVE ALL SURVEY CONTROL. THE CONTRACTOR IS RESPONSIBLE FOR ALL 4. WHICH THEY ARE RELATED AND WILL NOT BE CONSIDERED AS PAY ITEMS. WORK ITEMS. ALL ITEMS NOT SPECIFICALLY MENTIONED SHALL BE CONSIDERED SUBSIDIARY TO BID ITEMS TO THE ITEMS IDENTIFIED IN THE SCHEDULE OF APPROXIMATE QUANTITIES ARE INTENDED TO IDENTIFY THE MAJOR 3. CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO THE OWNER. EXISTING PAVEMENT, TURF, ROADS, CABLES, UTILITIES, AND INCIDENTALS THAT ARE DAMAGED BY THE 2. OTHER CABLES / UTILITIES WITHIN THE CONSTRUCTION SITE. CONTACTED ONE CALL TO LOCATE TELEPHONE, GAS, WATER, SEWER, COMMUNICATION, LIGHTING LINES AND AND UTILITIES MAY NOT BE SHOWN. PRIOR TO BEGINNING ANY WORK ALL CONTRACTORS SHALL HAVE THE APPROXIMATE LOCATION OF KNOWN CABLES AND UTILITIES ARE INDICATED ON THE PLANS. ALL CABLES 1. CORPORATE AIR ROAD AIRPORT SAFETY MEASURES PAVEMENT SAWING (FULL DEPTH) REMOVE EXISTING PAVEMENT REMOVE & RECONSTRUCT FENCE IN-KIND EXCAVATION EMBANKMENT TOPSOIL CDOT CLASS 6 AGGREGATE BASE GEOGRID (TENSAR BX1100 OR APPROVED EQUAL) 10" PORTLAND CEMENT P501 CONCRETE PAVEMENT 10" PORTLAND CEMENT P501 CONCRETE PAVEMENT W/ RADIANT HEAT 7" PORTLAND CEMENT CONCRETE PAVEMENT 7" PORTLAND CEMENT CONCRETE PAVEMENT W/ RADIANT HEAT 6" PORTLAND CEMENT CONCRETE PAVEMENT 9" ASPHALT PAVEMENT 6" PCC SIDEWALK W/ RADIANT HEAT 5" PCC SIDEWALK CONCRETE SPLASH PAD CONCRETE LOW-FLOW LINER STONE STRONG RETAINING WALL STOP SIGN & POST HANDICAPPED SIGN & POST, VAN ACCESSIBLE HANDICAP SYMBOL PAVEMENT MARKING 4" YELLOW PAVEMENT MARKING 6" PVC SANITARY SEWER 4" PVC SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER SERVICE CONNECTION 4" X 45 DEG PVC BEND 1" TYPE K COPPER WATER SERVICE PIPE 1-1/2" TYPE K COPPER WATER SERVICE PIPE 1" WATER METER WATER METER PIT 1" CORPORATION STOP 1" CURB STOP 8" RESTRAINED JOINT C900 PVC WATER MAIN 8" X 90 DEG BEND, M.J. 10" X 8" TAPPING SLEEVE & VALVE, M.J. 8" POST INDICATOR VALVE, M.J. 15" HDPE (ADS N12 OR EQUAL) 18" RCP STORM DRAIN PIPE (CLASS III) 24" RCP STORM DRAIN PIPE (CLASS III) 24" RC FLARED END SECTIONS GRATE INLET, TYPE 1 GRATE INLET, TYPE 2 INLET STRUCTURE FIELD TAP STORM DRAIN PIPE TAP EXISTING STORM DRAIN STRUCTURE ROOF DRAIN CONNECTION, TYPE 1 ROOF DRAIN CONNECTION, TYPE 2 ROOF DRAIN CONNECTION, TYPE 3 RIPRAP 4" PERFORATED HDPE BUILDING PERIMETER DRAIN 2" PVC DISCHARGE LINE STORM DRAIN MANHOLE W/ SUMP PUMP PERIMETER DRAIN CLEANOUT TEMPORARY CONSTRUCTION FENCE TEMPORARY 24' WIDE DOUBLE SWING GATE SWPPP INSPECTION & REPORTING SWPPP SIGN INLET PROTECTION SILT FENCE SEDIMENT CONTROL LOG TEMPORARY CONSTRUCTION ENTRANCE SEEDING TEMPORARY COVER CROP SEEDING EROSION CONTROL BLANKET (N.A.G. SC250 OR EQUAL) CONCRETE WASHOUT AREA LS LF CY LF CY CY CY CY SY SY SY SY SY SY SY SF SF SF SF SF LF EA EA EA LF LF LF EA EA EA LF LF EA EA EA EA LF EA EA EA LF LF LF EA EA EA EA EA EA EA EA EA TONS LF LF EA EA LF EA LS EA EA LF LF EA ACRES ACRES SY EA 1 590 30 62 10,980 10,080 180 600 3,315 1,065 490 580 280 365 85 820 1,555 80 1,150 762 156 1 2 2 600 30 64 1 1 3 46 52 1 1 1 1 1 1 1 165 23 318 1 3 1 1 1 1 1 7 3 12 794 31 1 10 1,750 2 1 1 6 500 300 1 1.0 1.0 340 1 CIVIL AVIATION ITEM #1 PROJECT SPEC. #20400 PROJECT SPEC. #20400 PER PLAN 312300 312300 312300 312300 PER MANUFACTURER FAA P501 FAA P501 321313 321313 321313 CDOT DIVISION 400 321313 321313 321313 321313 PER MANUFACTURER PER PLAN PER PLAN PER PLAN 321723 321723 221313 221313 221313 221313 221113 221113 221113 CITY OF RIFLE CITY OF RIFLE CITY OF RIFLE CITY OF RIFLE 221113 221113 221113 221113 334100 334100 334100 334100 334100 334100 334100 334100 334100 PER PLAN PER PLAN PER PLAN PER PLAN MANUFACTURER'S SPECIFICATION MANUFACTURER'S SPECIFICATION 334100 MANUFACTURER'S SPECIFICATION PER PLAN PER PLAN PER PLAN 312500 312500 312500 312500 312500 312500 312500 312500 312500 SWPPP DETAILS SWPPP OVERVIEW STORM DRAIN DETAILS SUBDRAIN SECTIONS STORM DRAIN PLAN-PROFILE WATER SERVICE DETAILS WATER SERVICE PLAN-PROFILE SANITARY SEWER DETAILS SANITARY SEWER PLAN-PROFILE RETAINING WALL PLAN-PROFILE JOINTS AND GRADES PAVING / MISCELLANEOUS DETAILS CONSTRUCTION PLAN GRADING PLAN OVEREXCAVATION PLAN REMOVAL PLAN EXISTING TOPOGRAPHY PROJECT OVERVIEW / CSPP CIVIL OVERVIEW C8.51 - C8.53 C8.01 C7.51 - C7.55 C7.20 C7.11 - C7.14 C6.51 - C6.52 C6.11 C5.51 C5.11 C4.11 C3.71 C3.51 - C3.53 C3.11 C2.12 C2.11 C1.31 C1.02 C1.01 C1.00 DOCUMENTS 100% CONSTRUCTION 64 4' TALL BLACK VINYL CHAIN-LINK FENCE 6" WHITE PAVEMENT MARKING LF 32172390 BTN-1 06-16-23 415 3,150 6,350 4,800 520 240 365 920 0 0 25 400 332 168 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 1 . 0 1 - C S P P . d g n ~ 5 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction T COORDINATED WITH THE AIRPORT TO THE EXISTING TAXILANE TO BE CONSTRUCTION FENCE ADJACENT CONSTRUCTION DONE OUTSIDE THE GRADING, PAVING, AND UTILITY C1.01 CSPP NOTES BB CONSTRUCTION SAFETY & PHASING PLAN (CSPP) 5. Barricades Shown On This Plan Sheet As: Barricades) As Approved By The Owner's Representative. 4. Type II Barricades Can Be Used As Substitute To Solid Connected Barricades (Type II Emergency Vehicles. From Moving From Wind Or Jet Blast. Openings Shall Be Provided To Allow Access To Spacing Between Barricades And Filled With Enough Water To Prevent The Barricades 3. Continuous Contractor Side Barricades (BC) Shall Be Set At Each Location With No To "Airport Safety Measures". 2. Contractor Shall Furnish/Place/Maintain/Remove Type II Barricades As Required. Refer Equal. Manufactured By Roadtech Manufacturing, Oak Park, IL (800-880-3073) Or Approved Solar Light And High Intensity Sheeting On Both Sides (Orange And White Stripes) As 150/5370-2 (Current Edition) With One (1) Screw-In 601 (360 Degree) Red Steady Burning Polyethylene Low Profile Plastic Airport Barricades Meeting The Requirements Of AC On. Barricades Shall Be RRM Safety Orange Model 4202S0-25 10"x96" UV-Resistant (Total Number Of Barricades Will Depend On The Construction Area That Is Being Worked 1. Contractor Shall Furnish Adequate Type II Low Profile Plastic Water Filled Barricades N 0 50 100 CSPP LEGEND TAXIWAY OBJECT FREE AREA TAXIWAY SAFETY AREA RUNWAY OBJECT FREE AREA RUNWAY SAFETY AREA TYPE II BARRICADE WORK AREA B B PAT SULLIVAN ROAD B E T T Y C L A R K R O A D C O R P O R A T E A I R R O A D AREA STAGING B B BB CONSTRUCTION NOTES 1 2 1 1 1 2 EA GATE (SEE DETAILS ON SHEET C3.52) CONSTRUCT TEMPORARY 24' WIDE DOUBLE SWING 1,750 LF (SEE DETAILS ON SHEET C3.52) CONSTRUCT TEMPORARY CONSTRUCTION FENCE 22 PROPOSED HANGAR 6 routes unless otherwise approved by the Owner’s Representative. No equipment shall be allowed beyond the Contractor work area and designated haul o shall be done in order unless otherwise approved by the Airport. All closures shall be coordinated with the Airport and Owner’s Representative. Phasing o construction Activity. Equipment shall be parked outside of the OFA. No equipment shall be left within a Taxiway Object Free Area when there is no o Debris) at all times. Contractor shall ensure active aircraft pavements are clear of FOD (Foreign Object o Construction operations shall remain clear of the OFA of any open Taxiway.o ANY PASSING AIRCRAFT. ANY BARRICADES. CONTRACTOR SHALL BE SURE EQUIPMENT IS CLEAR OF CONTRACTOR SHALL USE EXTREME CAUTION WHEN WORKING WITHING 50’ OF o -- MISCELLANEOUS PHASE NOTES: -- AIRCRAFT TAXI AND ARFF ROUTES: No Change -- DURATION OF CLOSURE: To Be Determined -- HAUL ROUTE: Pat Sullivan Road. -- STAGING AREA: Within Work Areas As Shown On Plan. Road. -- ACCESS LOCATION: Refer to plan view. Contractor will enter construction site via Pat Sullivan -- BARRICADE LOCATIONS: Refer to plan view and details on this Sheet -- HAZARD MARKING AND LIGHTING: Refer to plan view Coordinate Any Required NOTAMS With The Airport. -- NOTAMS: Airport to issue NOTAMs prior to any work being initiated. Contractor Shall -- LIGHTING, SIGNS, AND MARKING: No Change -- NAVAIDS: No Change -- AVAILABLE RUNWAY LENGTHS: No Change areas, As shown on plans. -- AOA PAVEMENT CLOSURES BEYOND WORK AREA: Areas between barricades and work During The Grading And Paving Of The Connection To The Existing Taxilane. -- WORK AREA PAVEMENT CLOSURES: Partial closure of Exist. Taxilane May Be Required Remove Safety Measureso Clean Work Area Pavements o Pavement Markingso Concrete Pavemento Aggregate Base / Subbaseo Earthworko Install Safety Measureso Site Preparation and Mobilizationo -- WORK TO BE COMPLETED IN THIS AREA HAS BEEN CONSTRUCTED SHOW NEW APRON THAT NOTE: AERIAL DOES NOT CSPP Project Overview / BTN-1 06-16-23 NOT TO SCALE TYPE II AIRPORT BARRICADE DETAIL PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN S WV WV W V WV W VDYH DYH 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Yellow StripeEdge of Concrete Edge of Concrete White Stripe PAD CONC. LS No. 38200 No. 5 Rebar & Cap ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP 12" INV= 5533.62' RIM= 5535.87' STORM GRATE Steel Pin (CONCRETE) GRAVEL ROAD (ASPHALT) (ASPHALT) (ASPHALT)(ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' RIM EL.= 5541.35' SEWER MANHOLE INV.= 5537.73' 24" RCP W/ FES INV.= 5536.56' 24" RCP W/ FES Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5531.36' RIM EL.= 5537.41' WATER VALVE TOP NUT EL.= 5531.95' RIM EL.= 5537.95' WATER VALVE TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE S 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE (North 25,651 sq ft) Lease Parcel 10FL WV W V W V TOP NUT EL.= 5530.78' RIM EL.= 5537.28' WATER VALVE 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 1 . 3 1 - R e m o v a ls P la n . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction (ASPALT) C1.31 0 20 4002040 1 Plan Removals REMOVALS NOTES 2 PAT SULLIVAN ROAD N 112 12 12 2 B E T T Y C L A R K R O A D 1 CONSTRUCTION NOTE 14 ON SHEET C3.11. FOR THE WATER LINE CONSTRUCTION SHOWN ON SHEET 6.11. SEE EXISTING FENCE TO BE REMOVED AND RECONTRUCTED IN-KIND AS NECESSARY 30 CY REMOVE EXISTING PAVEMENT 590 LF FULL DEPTH SAW CUT EXISTING PAVEMENT (SEE DETAIL ON SHEET C3.51) 3 3 BTN-1 06-16-23 415 LF 1 BTN 1 BTN 5527 5 5 2 7 5537 5542 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5 5 2 8 5 5 2 8 5 5 2 8 5528 5 5 2 9 5 5 2 9 5 5 2 9 5 5 2 9 5529 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5530 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 4 5534 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5535 5535 5535 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 55355535 5 5 3 5 5 5 3 5 5 5 3 6 5 5 3 6 5536 5536 5536 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5536 5536 5 5 3 6 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5537 5537 553755375537 5537 5537 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5538 5538 5538 5538 5 5 3 8 5538 5538 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5540 5540 5540 5540 5540 5 5 4 0 5 5 4 0 55405540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 2 5542 5542 5 5 4 2 5 5 4 2 S WV WV W V WV W VDYH DYH 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Yellow StripeEdge of Concrete Edge of Concrete White Stripe PAD CONC. LS No. 38200 No. 5 Rebar & Cap ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP 12" INV= 5533.62' RIM= 5535.87' STORM GRATE Steel Pin (CONCRETE) GRAVEL ROAD (ASPHALT) (ASPHALT) (ASPHALT)(ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' RIM EL.= 5541.35' SEWER MANHOLE INV.= 5537.73' 24" RCP W/ FES INV.= 5536.56' 24" RCP W/ FES Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5531.36' RIM EL.= 5537.41' WATER VALVE TOP NUT EL.= 5531.95' RIM EL.= 5537.95' WATER VALVE TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE S 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE Lease Parcel P15-EA (North 25,651 sq ft) Lease Parcel 10FL WV W V W V TOP NUT EL.= 5530.78' RIM EL.= 5537.28' WATER VALVE 5538 5538 55385532 5533 5533 5533 5534 5 5 3 4 5534 5535 5 5 3 5 5535 5536 5536 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5538 5 5 38 5 5 3 8 5 5 3 8 5538 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5539 5 5 4 0 5 5 4 0 T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 2 . 1 1 - O v e r e x c a v a t io n P la n . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction FINISHED GRADE EXISTING PAVEMENT. TO UNDERMINE THE TAKE EXTREME CARE NOT EXISTING PAVEMENT. TO UNDERMINE THE TAKE EXTREME CARE NOT FINISHED GRADE 7" PCC PAVEMENT LINER LOW-FLOW CONCRETE RETAINING WALL GROUND EXISTING OVEREXCAVATION 10" PCC PAVEMENT (6" MIN.) AGGREGATE BASE CDOT CLASS 6 OVEREXCAVATION AGGREGATE BASE 6" CDOT CLASS 6 GEOGRID GROUND EXISTING GEOGRID FFE = 5538.32FFE = 5538.32 10 1/2" CONCRETE SLAB 10 1/2" CONCRETE SLAB 4" AGGREGATE BASE 4" AGGREGATE BASE N C2.11 Plan Overexcavation PAT SULLIVAN ROAD 0 20 40 CONTROLLED EARTH EMBANKMENT SECTION A-A NOT TO SCALE A A B E T T Y C L A R K R O A D SECTION B-B NOT TO SCALE B B LEGEND AGGREGATE BASE (6" MIN.) LIMITS OF CDOT CLASS 6 BUILDING AREA REQUIREMENTS WITHIN PLANS FOR GRADING SEE STRUCTURAL CONSTRUCTION NOTES 1 1 11 1 1 1 1 1 REQUIREMENTS WITHIN BUILDING AREA SEE STRUCTURAL PLANS FOR GRADING REQUIREMENTS WITHIN BUILDING AREA SEE STRUCTURAL PLANS FOR GRADING OVEREXCAVATE EXISTING MATERIAL FFE =5538.32 PROPOSED HANGAR 6 FFE = 5538.32 ROPOSED HANGARP FFE = 5538.32 ROPOSED HANGARP BTN-1 06-16-23 FOR AGGREGATE QUANTITIES. AGGREGATE BASE COURSE. SEE SHEET C2.12 (TENSAR BX1100 OR APPROVED EQUAL) BENEATH CONSTRUCT 3,315 SY GEOGRID 3,150 SY 1 BTN 1 BTN 4 ' 1' 1' 1 ' 3' 4 ' 5' 5527 5 5 2 7 5537 5542 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5 5 2 8 5 5 2 8 5 5 2 8 5528 5 5 2 9 5 5 2 9 5 5 2 9 5 5 2 9 5529 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5530 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 4 5534 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5535 5535 5535 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 55355535 5 5 3 5 5 5 3 5 5 5 3 6 5 5 3 6 5536 5536 5536 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5536 5536 5 5 3 6 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5537 5537 553755375537 5537 5537 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5538 5538 5538 5538 5 5 3 8 5538 5538 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5540 5540 5540 5540 5540 5 5 4 0 5 5 4 0 55405540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 2 5542 5 5 4 2 5 5 4 2 5 5 4 2 S WV WV W V WV W VDYH DYH 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Yellow StripeEdge of Concrete Edge of Concrete White Stripe PAD CONC. LS No. 38200 No. 5 Rebar & Cap ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP 12" INV= 5533.62' RIM= 5535.87' STORM GRATE Steel Pin (CONCRETE) GRAVEL ROAD (ASPHALT) (ASPHALT) (ASPHALT)(ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' RIM EL.= 5541.35' SEWER MANHOLE INV.= 5537.73' 24" RCP W/ FES INV.= 5536.56' 24" RCP W/ FES Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5531.36' RIM EL.= 5537.41' WATER VALVE TOP NUT EL.= 5531.95' RIM EL.= 5537.95' WATER VALVE TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE S 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE (North 25,651 sq ft) Lease Parcel 10FL WV W V W V TOP NUT EL.= 5530.78' RIM EL.= 5537.28' WATER VALVE 5538 5538 55385532 5533 5533 5533 5534 5 5 3 4 5534 5535 5 5 3 5 5535 5536 5536 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5538 5 5 38 5 5 3 8 5 5 3 8 5538 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5539 5 5 4 0 5 5 4 0 T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 2 . 1 2 - G r a d in g P la n . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction OF THE BUILDING. SPOT ELEVATIONS ALONG THE EXTERIOR IN THIS LOCATION. SEE SHEET C3.71 FOR THAN THE FINISHED FLOOR ELEVATION NOTE: EXTERIOR GRADES ARE HIGHER C2.12 Plan Grading GRADING NOTES *** ON SHEET C2.11 AREA AS SHOWN REWORK / REPLACE VOLUME INCLUDES EMBANKMENT C2.11 SHOWN ON SHEET SECTION AS REPLACE / REWORK BOTTOM OF THE REQUIRED TO THE EXCAVATION VOLUME INCLUDES EXCAVATION 0 20 40 (C.Y.) STRIPPING (C.Y.) TOTAL EXCAVATIONLOCATION EARTHWORK SUMMARY TABLE (C.Y.) EMBANKMENT CONTROLLED EARTH (C.Y.) (4" THICK) TOPSOIL EMBANKMENT (B.F. = 1.0) (ESTIMATED PLAN QUANTITY)EXCAVATION (ESTIMATED PLAN QUANTITY) (C.Y.) EXCAVATION UNCLASSIFIED * ** PAT SULLIVAN ROAD N SITE AS SHOWN 600 B E T T Y C L A R K R O A D (C.Y.) AGGREGATE BASE CDOT CLASS 6 EXCEED 4H:1V. SIDE SLOPES FOR THE FINAL GRADE SHALL NOT 5. COURSE(S) REQUIRED AS SHOWN ON SHEET C3.51. OVEREXCAVATION AND AGGREGATE BASE SEE SHEET C2.11 FOR LIMITS / DEPTHS OF 4. COMPACTION, SUITABILITY, PREPARATION, ETC. REQUIREMENTS INCLUDING MOISTURE, ENGINEERING DATED 9/28/2022 FOR SOIL RIFLE HANGAR" PREPARED BY GROUND "GEOTECHNICAL EVALUATION, ATLANTIC AVIATION - SEE THE PROJECT GEOTECHNICAL REPORT, 3. AREAS THAT ARE NOT BEING PAVED. TOPSOIL. PLACE 4" OF TOPSOIL IN ALL DISTURBED UNDERCUT 4" IN CUT AREAS IN AREAS TO RECEIVE 2. BE DISTURBED. STRIP THE UPPER 6" OF MATERIAL IN ALL AREAS TO 1. 1,450 9,530 10,980 10,080 180 FFE =5538.32 PROPOSED HANGAR 6 BTN-1 06-16-23 1 BTN 1,510 4,840 6,350 4,800 240 1 BTN 520 S WV WV W V WV W VDYH DYH S WV W V W V T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 3 . 1 1 - C o n s t r u c t io n P la n . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction C3.11 Plan Construction 0 20 40 CONSTRUCTION NOTES 1 PAT SULLIVAN ROAD N 2 3 4 5 6 7 8 9 10 11 1 1 2 3 4 4 6 8 8 11 22 1 B E T T Y C L A R K R O A D 13 12 12 12 12 12 12 13 13 14 14 * * * * * * * * * COURSE QUANTITIES. AGGREGATE BASE COURSE LIMITS AND SEE C2.12 FOR AGGREGATE BASE PAVEMENT CONSTRUCTED ON AGGREGATE BASE COURSE. SEE SHEET C2.11 FOR FFE =5538.32 PROPOSED HANGAR 6 4 90 LF CONSTRUCT 6" WHITE PAVEMENT MARKING 62 LF REMOVE AND RECONSTRUCT FENCE IN-KIND PROPOSED RETAINING WALL AND CONCRETE LOW-FLOW LINER - SEE SHEET C4.11 80 SF CONCRETE SIDEWALK CENTERED ON BUILDING DOWNSPOUT) CONSTRUCT CONCRETE SPLASH PAD (4' WIDE X 4' LONG 5" PORTLAND CEMENT 1 EA CONSTRUCT STOP SIGN & POST (SEE DETAIL ON SHEET C3.52) VAN ACCESSIBLE HANDICAPPED PARKING SIGN (MOUNT ON BUILDING) - 1 EA PAINTED HANDICAPPED SYMBOL - 1 EA SHEET C3.52) 2 LOCATION, EACH LOCATION INCLUDES: CONSTRUCT VAN ACCESSIBLE HANDICAPPED PARKING STALL (SEE DETAIL ON 600 LF CONSTRUCT 4" YELLOW PAVEMENT MARKING 1,555 SF INCLUDES DETACHED SIDEWALK CURB, SEE DETAIL ON SHEET C3.51) CONSTRUCT 5" PORTLAND CEMENT CONCRETE SIDEWALK (NOTE: SIDEWALK 820 SF CONSTRUCT 6" PORTLAND CEMENT CONCRETE SIDWALK WITH RADIANT HEAT 85 SY CONSTRUCT 9" ASPHALT PAVEMENT 365 SY CONSTRUCT 6" PORTLAND CEMENT CONCRETE PAVEMENT 580 SY CONSTRUCT 7" PORTLAND CEMENT CONCRETE PAVEMENT 280 SY CONSTRUCT 7" PORTLAND CEMENT CONCRETE PAVEMENT WITH RADIANT HEAT 1,065 SY CONSTRUCT 10" PORTLAND CEMENT P501 CONCRETE PAVEMENT 490 SY HEAT CONSTRUCT 10" PORTLAND CEMENT P501 CONCRETE PAVEMENT WITH RADIANT 15 15 15 3 3 10 9 TYP. BTN-1 06-16-23365 SY 920 SY 0 SY 0 SF 25 SF 400 LF 1 BTN 1 BTN ±3" T 6 " 4 1/2"1/2" R 5" R 2 " R 1 ' - 1 " 3 " 9" 2.5' T 3' 1' 1' 4 " 12" 4 " 5 " 6 " 7 " 1/16" TO 1/2" T T / 2 T T T / 2 T T / 2 T W D M I N . " 41 1 1 . 5 T 1 / 2 " O T H E R W I S E ) 1 / 2 " ( U N L E S S N O T E D 12" MIN. 1 0 " M IN . 4 8 " 6 " 4 8 " 6 "4 " 5 " 7 " 4 " 5 " 1 0 " " 21 4" 21 5 2 " 2 " 2 " 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 3 . 5 1 - P a v in g D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction ENGINEER PRIOR TO CONSTRUCTING. SHALL COORDINATE WITH FIELD CATCH WATER. THE CONTRACTOR CONSTRUCTED TO DUMP WATER OR THE GUTTER PAN SHALL BE CONTINUOUS 1 - 4" REBAR 4" AGGREGATE CONCRETE SIDEWALK WHERE REQUIRED THICKENED EDGE PAVEMENT PROPOSED HOT POUR SEALANT NEW CONCRETE ASPHALT DETAIL 2 EXPANSION JOINT 3/4" PREFORMED ON THIS SHEET SEE DETAIL 1 JOINT SEALANT DOWEL ON THIS SHEET SEE DETAIL 1 JOINT SEALANT END OF DOWEL GREASE ONE ON THIS SHEET SEE DETAIL 1 JOINT SEALANT DOWEL END OF DOWEL GREASE ONE FOR T" PCC DOWEL BASKET ON THIS SHEET SEE DETAIL 1 JOINT SEALANT FOR T" PCC DOWEL BASKET TIE BAR 1/4" X 1/4" RADIUS JOINT SEALANT BACKER ROD COMPRESSIBLE MATERIAL NON-EXTRUDED PREMOLDED JOINT SEALANT BACKER ROD DETAIL TO BUILDING TIE IN PLANS FOR APRON SEE STRUCTURAL DETAIL TO BUILDING TIE IN PLANS FOR APRON SEE STRUCTURAL LONGITUDINAL MEMBERS (6" SPACING) 2" TO 6" CLEARANCE ALL SIDES PLACE MESH IN VERTICAL CENTER OF PAVEMENT. TRANSVERSE MEMBER.DIAMETER 20 TIMES >SIDE LAPS SHALL BE AT LEAST 6" & LONGITUDINAL MEMBER.DIAMETER 30 TIMES >END LAPS SHALL BE AT LEAST 12" & PANEL REQUIRING MESH REINFORCEMENT EQUAL) APPROVED BX1100 OR (TENSAR GEOGRID EQUAL) APPROVED BX1100 OR (TENSAR GEOGRID EQUAL) APPROVED BX1100 OR (TENSAR GEOGRIDINFORMATION) FOR PAVEMENT BASE COURSE (SEE PAVEMENT SECTIONS PAVEMENT BASE COURSE(S) CENTERS, EACH DIRECTION NO. 3 BARS AT 12" SAWCUT 1" SNOWMELT TUBE INFORMATION) FOR PAVEMENT BASE COURSE (SEE PAVEMENT SECTIONS PAVEMENT BASE COURSE(S) CENTERS, EACH DIRECTION NO. 3 BARS AT 12" SAWCUT 1" SNOWMELT TUBE INFORMATION) FOR PAVEMENT BASE COURSE (SEE PAVEMENT SECTIONS PAVEMENT BASE COURSE(S) CENTERS, EACH DIRECTION NO. 3 BARS AT 12" SAWCUT 1" SNOWMELT TUBE EQUIVALENT INSULATION BY NOFP, OR XT FOAM UNDERSLAB CONTINUOUS 2" BARRIER EQUIVALENT INSULATION BY NOFP, OR XT FOAM UNDERSLAB CONTINUOUS 2" BARRIER EQUIVALENT INSULATION BY NOFP, OR XT FOAM UNDERSLAB CONTINUOUS 2" BARRIER C3.51 ASPHALT EXISTING NEW ASPHALT - LIFT 1 NEW ASPHALT - LIFT 3 EXIST. ASPHALT EDGE OF SAW CUT LOCATION INITIAL FULL DEPTH 1 2 NEW ASPHALT - LIFT 2 Details Miscellaneous Paving / SUBGRADE PREPARATION NOTES LIFT 1 LIFT 2 LIFT 3 3" ASPHALT SURFACE COURSE PREPARED SUBGRADE EXISTING GROUND PREPARED SUBGRADE EXISTING GROUND * * CONRETE PAVEMENT 10" PORTLAND CEMENT 7" CONRETE PAVEMENT T" PORTLAND CEMENT HEAT PAVEMENT ARE SHOWN ON SHEET C3.11. AREAS ON THIS SHEET. LIMITS OF RADIANT SEE ADDITIONAL DETAILS FOR RADIANT HEAT E . O . P . E . O . P . E . O . P . PREPARED SUBGRADE EXISTING GROUND PAVING SECTION GENERAL NOTES T S A W E D F A C E S A W E D F A C E 1 JOINT DETAIL NOTES 2 3 4 5 SLAB (IN.) THICKNESS OF SPACING (IN.) CENTER-TO-CENTER 6 - 7 3/4 18 12 7.5 - 12 1 18 12 12.5 - 16 1 1/4 20 15 16.5 - 20 1 1/2 20 18 20.5 - 24 2 24 18 SLAB (IN.) THICKNESS OF LENGTH (IN.) SPACING (IN.) CENTER-TO-CENTER 5 - 6 20 36 5 30 BAR # > 6 4 30 DIMENSIONS AND SPACING OF STEEL TIE-BARS DIMENSIONS AND SPACING OF STEEL DOWELS (IN.) DIAMETER (IN.) LENGTH 6 SHEET. AS SHOWN ON THE MESH REINFORCMENT DETAIL ON THIS RECTANGLE, THE PANEL SHALL BE REINFORCED WITH MESH IF THE PANEL IS A SHAPE OTHER THAN A SQUARE OR EXCEED 1.5. WHEN THIS CRITERIA IS UNABLE TO BE MET, OR INCHES. THE PANEL LENGTH TO WIDTH RATIO SHALL NOT SHALL NOT EXCEED 2 TIMES THE CONCRETE DEPTH IN THE LENGTH IN FEET BETWEEN CONCRETE PANEL JOINTS T = PAVEMENT THICK AS SHOWN IN PLANS 1:2 SHAPE FACTOR. REQUIRE A 1:1 SHAPE FACTOR AND SILICONE SEALANTS A RECOMMENDATIONS. TYPICALLY, HOT POUR SEALANTS (W), BASED UPON SEALANT MANUFACTURER PROVIDE PROPER SHAPE FACTOR, DEPTH (D) AND WIDTH FIELD POURED SEALANT RESERVOIR SHALL BE SIZED TO INCIDENTAL TO THE CONCRETE PAVEMENT. SPECIFIED IN THE TABLE ON THIS SHEET. TIE BARS SHALL ALL TIE BARS SHALL BE EPOXY COATED DEFORMED BARS AS CONCRETE. PERPENDICULAR TO THE VERTICAL FACE OF THE EXISTING CONTRACTOR SHALL ENSURE THAT ALL DOWEL BARS ARE SHALL INCIDENTAL TO THE CONCRETE PAVEMENT. DOWEL WITHOUT EXCESSIVE OVERSIZING. DOWEL BARS OF DRILL HOLE SHALL BE ADEQUATE TO INSERT AND EPOXY WHEN CONTINUOUS POURS ARE CONSTRUCTED. DIAMETER EPOXIED INTO EXISTING PAVEMENT OR PLACED ON BASKETS EPOXY-COATED. ALL DOWEL BARS SHALL BE DRILLED AND AND SPACING OF DOWEL BARS. ALL DOWEL BARS SHALL BE TABLE ON THIS SHEET FOR REQUIRED DIAMETER, LENGTH, REFER TO "DIMENSIONS AND SPACING OF STEEL DOWELS" THE ASPHALT PAVEMENT. NOTE: TACK COAT MATERIAL & LABOR SHALL BE SUBSIDIARY TO BETWEEN ALL PAVEMENT COURSES AGAINST WHICH ASPHALT WILL BE PLACED ADJACENT EXISTING PAVEMENT, AND OTHER SURFACES ALONG THE FACE OF ALL CURBS, GUTTERS , MANHOLES, PAVEMENT BEFORE PLACING NEW PAVEMENT OVEREXISTING APPLIED TO IMPROVE BOND AT THE FOLLOWING LOCATIONS: TACK COAT OF EMULSIFIED ASPHALT (SLOW SETTING) IS TO BE NOT TO SCALE NOT TO SCALE 1 CONTRACTION JOINT DOWELED CONSTRUCTION JOINT NOT TO SCALE 1 DOWELED CONTRACTION JOINT NOT TO SCALE 3 TIED CONTRACTION JOINT BELOW SURFACE' 1/4" - 3/8" SEALANT MATERIAL FIELD POURED REQUIREMENTS' PER MANUFACTURER NOT TO SCALE NOT TO SCALE REQUIREMENTS PER MANUFACTURER DIMENSIONS D AND W BELOW SURFACE' 1/4" - 3/8" SEALANT MATERIAL FIELD POURED T/3 DETAIL 2 DETAIL 1 FFE T J O I N T N E A R E S T FFE EXTERIOR PAVEMENT BAR LENGTH VARIES BAR LENGTH VARIES (PLAN VIEW) TRANSVERSE JOINTS TRANSVERSE MEMBERS (6" SPACING) EXTERIOR PAVEMENT 3" ASPHALT BASE COURSE 3" ASPHALT BASE COURSE REQUIREMENTS PRESENTED ABOVE. CONFORM TO THE MOISTURE CONTENT AND COMPACTION WITH PROPERLY PLACED EARTH FILL OR REWORKED TO UNSTABLE SOILS SHALL BE EITHER REMOVED AND REPLACED PIECE OF EQUIPMENT TO LOCATE ANY UNSTABLE SOILS. ANY PROOFROLLED WITH A LOADED DUMP TRUCK OR SIMILAR THE EXISTING GROUND SUBGRADE, THE SUBGRADE SHALL BE 9/28/2022. PRIOR TO PLACING CONTROLLED EARTH FILL ON HANGAR" PREPARED BY GROUND ENGINEERING DATED "GEOTECHNICAL EVALUATION, ATLANTIC AVIATION - RIFLE PRESENTED THE PROJECT GEOTECHNICAL REPORT, MOISTURE CONTENT AND COMPACTION REQUIREMENTS THE PREPARED SUBGRADE SHALL CONFORM TO THE REWORK OR REPLACE OVEREXCAVATE & AGGREGATE BASE COURSE 6" CDOT CLASS 6 REWORK OR REPLACE OVEREXCAVATE & AGGREGATE BASE COURSE 6" CDOT CLASS 6 * AGGREGATE BASE COURSE 6" CDOT CLASS 6 AS SHOWN IN PLANS T=PAVEMENT THICKNESS 2 " AS SHOWN IN PLANS T=PAVEMENT THICKNESS 2 - 1 / 4 " AS SHOWN IN PLANS T=PAVEMENT THICKNESS 3 " BTN-1 06-16-23 NOT TO SCALE SAW CUT DETAIL NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE 10" EXTERIOR CONCRETE PAVEMENT RADIANT PAVING DETAIL FOR NOT TO SCALE W/ THICKENED EDGE DETACHED SIDEWALK CURB PAVEMENT SECTION 9" ASPHALT NOT TO SCALE CONCRETE CURB & GUTTER NOT TO SCALE 7" EXTERIOR CONCRETE PAVEMENT RADIANT PAVING DETAIL FOR NOT TO SCALE EXPANSION JOINT CONCRETE TO ASPHALT EXPANSION JOINT DETAIL NOT TO SCALE NOT TO SCALE 6" EXTERIOR SLABS RADIANT PAVING DETAIL FOR PAVEMENT SECTION 10" P501 APRON CONCRETE PAVEMENT SECTIONS VEHICULAR CONCRETE NOT TO SCALE PAVEMENT EDGE AT BUILDING NOT TO SCALE BUILDING AIRCRAFT DOORS THICKENED EDGE AT NOT TO SCALE MESH REINFORCEMENT DETAIL NOT TO SCALE POSITION OF DOWELS AT JOINTS 1 BTN 4" 1 0 " 2 ' - 0 "12"12"4"12"8" 2 . 5 ' 12" 2 . 5 ' 12" 8 ' F A B R I C 10'DOUBLE SWING GATE 8 ' F A B R I C 10'DOUBLE SWING GATE 5 ' - 0 " 6 " 1 ' - 6 " 3 ' 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 3 . 5 2 - P a v in g D e t a ils . d g n ~ 0 . 5 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 4" RAD 2'-0" RAD OF GROUND SLEEVE. ALWAYS FACE TO THE BACK ANTI TURN BOLT SHALL INSTALL ADAPTER WITH ABOVE GROUND SLEEVE. BREAKAWAY HOLES JUST ANCHOR JUST ABOVE THE TOP OF WITH REMOVAL HOLE SHALL BE INSTALLED APPROVED EQUIVALENT WEDGE SWI OR GALVANIZED TAPCO OR APPROVED EQUIVALENT 19-UCA-18-18" IN LENGTH GALVANIZED TAPCO ADAPTER CHANNEL POST FROM THE BOTTOM OF WITH THE SECOND HOLE SLEEVE SHALL LINE UP THIS HOLE ON GROUND STOP BE 12' LONG LENGTH OF POST. POST SHALL HOLES SHALL BE 1" APART FULL PER FOOT STEEL CHANNEL POST. GREEN PAINTED 2 1/2" POUNDS CONCRETE ENCASED IN 12" DIA. X 2.5' APPROVED EQUIVALENT 18" IN LENGTH OR TAPCO ANCHOR 19-VRI 12" DIA. CONCRETE STEEL CHANNEL POST OF GROUND SLEEVE. ALWAYS FACE TO THE BACK ANTI TURN BOLT SHALL INSTALL ADAPTER WITH ABOVE GROUND SLEEVE. BREAKAWAY HOLES JUST ANCHOR JUST ABOVE THE TOP OF WITH REMOVAL HOLE SHALL BE INSTALLED APPROVED EQUIVALENT WEDGE SWI OR GALVANIZED TAPCO OR APPROVED EQUIVALENT 19-UCA-18-18" IN LENGTH GALVANIZED TAPCO ADAPTER CHANNEL POST FROM THE BOTTOM OF WITH THE SECOND HOLE SLEEVE SHALL LINE UP THIS HOLE ON GROUND STOP BE 12' LONG LENGTH OF POST. POST SHALL HOLES SHALL BE 1" APART FULL PER FOOT STEEL CHANNEL POST. GREEN PAINTED 2 1/2" POUNDS CONCRETE ENCASED IN 12" DIA. X 2.5' APPROVED EQUIVALENT 18" IN LENGTH OR TAPCO ANCHOR 19-VRI 12" DIA. CONCRETE STEEL CHANNEL POST 6' TALL PANELIZED / MOBILE CHAIN LINK FENCE HASP LOCKING LATCH W/ #9 Wire, 2" Mesh Chain Link Fabric GATE POST HASP LOCKING LATCH W/ #9 Wire, 2" Mesh Chain Link Fabric TOP RAIL LINE POST BRACE OR GATE POST ANCHOR EXTENSION 12 GAUGE, SQUARE 36" x 2.25" OD, ANCHOR EXTENSION) POST (INSERT 6" INTO 2" OD, 12 GAUGE, SQUARE ANCHOR EXTENTION TOP HOLE CORNER BOLT AND NUT IN SOIL SHALL BE 2" ABOVE SOIL TOP OF ANCHOR EXTENSION FILE ALL EDGES SMOOTH BE R7-8 (MUTCD) "HANDICAP PARKING SIGN" SHALL SMOOTH (MUTCD), FILE ALL EDGES SHALL BE TYPE R7-8ab (WHERE APPLICABLE) "VAN ACCESIBLE" SIGN C3.52 Details Miscellaneous Paving / NOT LESS THAN 2' N O T L E S S T H A N 7 ' NOT LESS THAN 2' N O T L E S S T H A N 7 ' NOT TO SCALE TEMPORARY CONSTRUCTION FENCE EXAMPLE PANELIZED / MOBILE CHAIN LINK FENCE AS 3 ' - 6 " 2 ' - 6 " 4 ' - 0 " NOT TO SCALE SWING GATE DETAIL TEMPORARY DOUBLE 3 ' - 6 " 2 ' - 6 " 4 ' - 0 " NOT TO SCALE SWING GATE DETAIL TEMPORARY DOUBLE #9 Wire, 2" Mesh Chain Link Fabric LINE POST BRACE OR TOP RAIL BRACES AS REQ'D 1 5/8" CENTER WIRE (TYPICAL) #7 GALV. COILED STEEL BOTTOM TENSION WIRE, AND CORNER POSTS) (TYPICAL FOR GATE, END, PULL, CONCRETE ANCHOR 3 ' - 6 " 10' 4 ' - 0 " 1'-6" 2 ' - 6 " 10' 8 ' F A B R I C CORNER POST #9 Wire, 2" Mesh Chain Link Fabric LINE POST BRACE OR TOP RAIL BRACES AS REQ'D 1 5/8" CENTER WIRE (TYPICAL) #7 GALV. COILED STEEL BOTTOM TENSION WIRE, AND CORNER POSTS) (TYPICAL FOR GATE, END, PULL, CONCRETE ANCHOR 3 ' - 6 " 10' 4 ' - 0 " 1'-6" 2 ' - 6 " 10' 8 ' F A B R I C CORNER POST BTN-1 06-16-23 NOT TO SCALE STALL SYMBOL HANDICAP PARKING NOT TO SCALE STOP SIGN DETAIL NOT TO SCALE STOP SIGN DETAIL * WHERE THIS MAY BE APPLIED CONSTRUCTION MANAGER COORDINATE WITH TECTONIC * * WHERE THIS MAY BE APPLIED CONSTRUCTION MANAGER COORDINATE WITH TECTONIC * NOT TO SCALE FENCE DETAIL TEMPORARY CONSTRUCTION WHERE THIS MAY BE APPLIED CONSTRUCTION MANAGER COORDINATE WITH TECTONIC * *NOT TO SCALE FENCE DETAIL TEMPORARY CONSTRUCTION WHERE THIS MAY BE APPLIED CONSTRUCTION MANAGER COORDINATE WITH TECTONIC * * NOT TO SCALE (VAN ACCESSIBLE) HANDICAP PARKING SIGN 230' 6 0 . 7 ' 29.9' 2 0 ' 10' 9 ' 8 ' 5 ' 19' WV WV H S WV W V T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 3 . 6 1 - G e o m e t r ic s . d g n ~ 1 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction C3.61 PAT SULLIVAN ROAD N 0 10 20 123 4 24 12 34 35 36 37 33 32 3130 29 28 27 26 23 4140 39 38 PT. NO.NORTHING EASTING DESCRIPTION LOCATION NOTES GEOMETRIC POINT DATA Geometrics FFE =5538.32 PROPOSED HANGAR 6 5 6 7 8 9 10 11 13 14 15 16 17 2021 18 19 22 25 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 1623221.84 1623451.55 1623481.52 1623479.50 1623478.58 1623502.66 1623496.85 1623499.85 1623499.20 1623477.23 1623475.63 1623490.61 1623489.86 1623489.76 1623388.79 1623388.88 1623389.13 1623394.13 1623394.89 1623390.57 1623390.81 1623450.66 1623435.68 1623442.05 1623442.05 1623439.93 1623434.93 1623435.64 1623440.94 1623450.93 1623455.53 1623475.38 1623449.53 1623244.79 1623244.38 1623219.42 1623218.82 1623218.25 1623213.21 1623212.96 1623218.00 1623210.92 1623209.69 1623178.60 1623179.84 1623443.41 1623448.29 1623449.58 1623444.69 2374271.18 2374282.59 2374284.08 2374324.70 2374343.10 2374344.30 2374461.15 2374461.30 2374474.28 2374473.19 2374505.39 2374506.13 2374521.12 2374523.11 2374518.10 2374516.10 2374511.10 2374511.35 2374495.92 2374495.71 2374490.71 2374504.15 2374503.40 2374516.98 2374516.98 2374512.46 2374512.21 2374497.95 2374498.21 2374498.71 2374406.49 2374407.48 2374323.21 2374313.04 2374321.13 2374319.89 2374331.77 2374341.28 2374341.03 2374346.02 2374346.27 2374508.78 2374533.64 2374532.24 2374507.38 2374448.63 2374448.87 2374423.06 2374422.82 PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PI PT RP PCC PCC RP PC PI PI PI PT RP PC PI PI PT RP PC PI PI PI PI PI PI PI PI PI PI EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP R=5.00' R=15.00' R=5.00' R=15.00' T Y P . BTN-1 06-16-23 BTN-1 MODIFIED WITH ENTIRE SHEET 1 BTN 8 . 7 8 ' 12.5'12.5'10.5'10.5'10.5'10.5'10.5'10.5'10.5'10.5'10.5'10.5'10'10'10'10'10'10'10'10'10'10' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 . 6 7 ' 10'10'10' 7 . 4 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 5 ' 7 . 7 9 ' 8 . 5 ' 8 . 5 ' 9 . 8 5 ' 8 . 5 ' 8 . 5 ' 8 . 8 4 ' 8 . 8 4 ' 8 ' 1 0 . 8 8 ' 1 1 ' 1 1 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 ' 1 0 . 6 7 ' 10'9.9'10'8'8'8.1' 8.8'8'8'8'8' 7 . 4 5 ' 7 . 5 ' 7 . 5 ' 5 ' WV WV H S WV W V T37X2836X9237X7137X9037X8037X7437X4737X3937X4337X6637X5737X3337X8237X9637X9937X8737X9737X3637X6437X9137X9137X9737X9237X8237X7637X7337X7037X6638X2838X2838X2838X2838X2838X2838X1038X1538X1338X1038X2838X2838X2838X0438X2838X2838X0838X2838X0638X0238X0838X0838X0838X0837X6837X6837X6837X6837X2238X2838X2838X2838X2839X4239X7439X6339X2038X7638X5438X2838X3838X9839X9639X5439X4537X9937X8839X2737X6439X0937X4038X9037X1638X7236X9338X5438X2836X6936X4539X99 39X9536X4936X2139X7139X7736X2735X9838X0436X0440X1740X0740X2441X5041X3841X1440X9040X6640X4340X19(T/W)(T/W)(T/W)(T/W)(T/W)(T/W)(T/W)(T/W ) ELEVATION, TYP. TOP OF WALL (T/W) (T/W )(T/W)(T/W)(T/W)37X0437X0537X2337X4337X5837X5437X3137X4237X5337X6937X5737X6637X3137X1737X4937X6438X0637X7237X7437X6537X7937X9838X0138X0238X0037X9138X0437X6738X1838X2838X2838X1838X0838X1138X1938X2838X0037X9238X2838X2838X1938X0538X0938X1937X1437X2037X5837X5237X6837X6838X0837X6837X2038X0837X6838X0837X5237X5237X2038X0837X2038X0837X5237X5237X5237X2037X2037X5037X2037X6437X6236X7837X1736X7436X3738X2838X2838X2837X5837X5237X14402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 3 . 7 1 - J o in t s & G r a d e s . d g n ~ 1 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction TRANSITION THICKNESS AT PAVEMENT THICKENED EDGE EXPANSION JOINT ASPHALT TO CONCRETE EXPANSION JOINT ASPHALT TO CONCRETE EXPANSION JOINT THICKENED EDGE ALONG BUILDING, TYP THICKENED EDGE ALONG BUILDING, TYP ADJACENT TO BUILDING, TYP. EXTERIOR GROUND ELEVATION C3.71 X 75.88 - G 76.38 - TC79X77SPOT ELEVATION GENERAL NOTES JOINT LEGEND DUMMY CONTRACTION JOINT DOWELED CONSTRUCTION JOINT MESH REINFORCED PANEL SEE SHEET C3.51 FOR JOINT DETAILS Grades Joints & PAT SULLIVAN ROAD N DOWELED CONTRACTION JOINT TIED CONTRACTION JOINT 0 10 20 JOINTS & GRADES. FOR USE IN OBTAINING THE EXACT LOCATION OF THE TO THE CONTRACTOR AT THE TIME OF CONSTRUCTION DOCUMENT, THE ELECTRONIC CAD FILE WILL BE GIVEN 3. UPON SIGNING BENESCH'S ELECTRONIC DISCLAIMER ADD 5500 TO ALL SPOT ELEVATIONS. G = GUTTER ELEVATION TC = TOP OF CURB ELEVATION CURB SPOT ELEVATIONS WILL BE SHOWN AS WHERE THE CURB HEIGHT IS TRANSITIONING, THE CURB HEIGHT, UNLESS NOTED OTHERWISE. IN AREAS ADD 0.5' TO THE SPOT ELEVATION TO OBTAIN THE REPRESENT THE TOP OF PAVEMENT SLAB ELEVATION. 2. SPOT ELEVATIONS AT THE CURBED LOCATIONS ADD 5500 TO ALL SPOT ELEVATIONS. PAVEMENT SPOT ELEVATIONS SHOWN AS 1. FFE =5538.32 PROPOSED HANGAR 636X7436X3736X7837X1737X62BTN-1 06-16-23 1 BTN BTN-1 MODIFIED WITH ENTIRE SHEET 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 4 . 1 1 - R e t a in in g W a ll - P la n & P r o f ile . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5537 5 5 4 2 5542 5 5 4 2 5 5 4 2 5542 5 5 4 2 5537 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5 5 3 7 5 5 3 8 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 55 3 8 5538 5538 5538 5 5 3 8 5 5 3 8 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5540 5 5 4 0 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5541 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5 5 4 1 5541 5541 5541 5542 5542 5542 5542 5 5 4 2 5542 S W V WV W V WV D YH WV 5 5 3 8 5 5 3 8 5538 5537 5537 5537 55385538 5538 5538 5538 5 5 3 8 5 5 3 8 55395539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55405540 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 0+00 1+00 2+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 LEVELING COURSE 9" AGGREGATE BASE / BEHIND WALL PROP. FINISHED GRADE IN FRONT OF WALL PROP. FINISHED GRADE 5539.66 ELEV: S T A : 1 + 7 4 . 3 0 E L E V : 5 5 3 4 . 9 7 S T A : 1 + 9 0 . 3 0 E L E V : 5 5 3 7 . 0 6 S T A : 0 + 1 4 . 3 0 S T A : 0 + 1 8 . 3 0 5539.66 ELEV: S=-1.19% S=-1.19% CHAIN-LINK FENCE BLACK VINYL 4' TALL 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 10+00 11+00 12+00 13+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 F L : 5 5 3 8 . 0 1 T / C E L E V : 5 5 3 8 . 5 1 S T A : 1 0 + 6 9 . 2 6 B E G I N L O W - F L O W L I N E R F L : 5 5 3 6 . 0 0 T / C E L E V : 5 5 3 6 . 5 0 S T A : 1 2 + 4 9 . 5 2 B E G I N L O W - F L O W L I N E R IN BACKGROUND PROP. RETAINING WALL EXISTING GROUND FLOWLINE LOW-FLOW LINER GRADE FINISHED PROP. F L : 5 5 3 2 . 7 6 F L O W L I N E T O M A T C H R I M E L E V . ) R I M : 5 5 3 5 . 9 6 ( L O W - F L O W L I N E R S T A : 1 2 + 4 4 . 3 3 ( S E E S T O R M D R A I N ' C ' ) P R O P . G R A T E I N L E T S=-1.19% 0 20 40 C4.11 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION STATION NORTHING EASTING DESCRIPTION POB NP A T S U L L I V A N R O A D BETTY CLARK ROAD S D - A 2 10+00.00 1623192.34 2374545.62 13+00.00 1623207.23 2374245.99 RW-A POE Plan-Profile Retaining Wall (RW-A) RETAINING WALL 'A' 0+00 1+00 2+00 4V:1H EXAGGERATION PROFILE LOW-FLOW LINER 10+00 11+00 12+00 13+00 STATION NORTHING EASTING DESCRIPTION POB0+00.00 1623191.58 2374495.52 2+00.00 1623201.51 2374295.76 RW-A BASELINE ALIGNMENT DATA POE LOW-FLOW LINER CENTERLINE ALIGNMENT DATA 3 3 3 2 1 2 1 FFE =5538.32 PROPOSED HANGAR 6 1,150 SF CONSTRUCT CONCRETE LOW-FLOW LINER (SEE DETAIL ON C4.51) 156 LF SHEE C4.51) CONSTRUCT 4' TALL BLACK VINYL CHAINLINK FENCE (SEE DETAIL ON 762 SF EQUAL (SEE DETAIL ON SHEET C4.51) CONSTRUCT RETAINING WALL, STONE STRONG 6-28 BLOCKS OR BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 5 . 1 1 - S a n it a r y P la n & P r o file . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5 5 4 2 5542 5 5 4 2 5 5 4 2 5542 5 5 4 2 5537 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 8 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 55 3 8 5538 5538 5538 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5541 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5 5 4 1 5541 5541 5541 5541 5542 5542 5542 5542 5542 5542 5 5 4 2 5542 5542 5543 5 5 4 3 S W V WV W V WV DYH L S N o . 3 8 2 0 0 N o . 5 R e b a r & C a p ( T Y P I C A L ) L I G H T P A D C O N C . Y e llo w S t r ip e ( A S P H A L T ) ( A S P H A L T ) ( A S P H A L T ) 8 " I N V . O U T = 5 5 2 6 . 7 7 ' 8 " I N V . I N N O R T H = 5 5 2 6 . 8 2 ' 8 " I N V . I N E A S T = 5 5 2 6 . 9 1 ' R I M E L . = 5 5 4 1 . 3 5 ' S E W E R M A N H O L E I N V . = 5 5 3 7 . 7 3 ' 2 4 " R C P W / F E S I N V . = 5 5 3 6 . 5 6 ' 2 4 " R C P W / F E S F e n c e W ir e ( U T I L I T Y B O X ) S T E E L L ID 53 1 . 9 5 ' 5' T O P N U T E L . = 5 5 3 5 . 1 6 ' R I M E L . = 5 5 3 9 . 8 6 ' W A T E R V A L V E L e a s e P a r c e l P 1 5 - E A ( N o r t h 2 5 , 6 5 1 s q f t ) L e a s e P a r c e l 1 0 F L WV 5 5 3 8 5 5 3 8 5537 5538 5538 5538 5 5 3 8 5 5 3 8 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5540 5540 GROUND EXISTING GRADE FINISHED PROP. F L : 5 5 2 8 . 0 2 ( 8 " ) F L : 5 5 3 0 . 4 0 ( 6 " ) S T A : 1 1 + 5 9 . 7 8 S E R V I C E C O N N E C T I O N P R O P . S A N I T A R Y S E W E R S=-2.00% 6" SEWER PROP. 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 10+00 11+00 12+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 FL: 5535.43 STA: 11+17.36 PROP. 24" STORM DRAIN 3 ' F L : 5 5 3 2 . 8 2 S T A : 1 0 + 3 3 . 1 0 P L A N S F O R C O N T I N U A T I O N ) P R O P . 4 " C O N N E C T I O N T O B U I L D I N G @ F L : 5 5 3 2 . 6 7 S T A : 1 0 + 4 0 . 6 9 F L : 5 5 3 1 . 9 0 ( 4 " W & 6 " E ) F L : 5 5 3 2 . 4 9 ( 4 " N W ) R I M : 5 5 4 0 . 0 0 S T A : 1 0 + 8 0 . 0 0 P R O P . S A N I T A R Y S E W E R M A N H O L E S=-2.00% 4" SEWER PROP. SERVICE LINE PROP. GAS FFE=5538.32 HANGAR PROP. FL: 5531.44 STA: 11+02.95 FL: 5530.78 STA: 10+48.39 SERVICE LINE PROP. 1-1/2" WATER GRADE FINISHED PROP. GROUND EXISTING F L : 5 5 3 2 . 8 2 S T A : 2 0 + 4 2 . 9 5 ( S E E P L U M B I N G P L A N S F O R C O N T I N U A T I O N ) S A N I T A R Y S E W E R L I N E A T C L E A N O U T P R O P . 4 " C O N N E C T I O N T O B U I L D I N G PLANS) (SEE PLUMBING INTERCEPTOR PROP. S.O.G. 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 20+00 21+00+10 +20 +30 +40 +50 +60 +70 +80 +90 F L : 5 5 3 1 . 9 0 ( 4 " W & 6 " E ) F L : 5 5 3 2 . 4 9 ( 4 " N W ) R I M : 5 5 4 0 . 0 0 S T A : 2 0 + 5 9 . 2 0 P R O P . S A N I T A R Y S E W E R M A N H O L E F L : 5 5 3 2 . 6 7 S T A : 2 0 + 5 0 . 4 2 S=-2.00% 4" SEWER PROP. SERVICE LINE PROP. GAS F F E = 5 5 3 8 . 3 2 P R O P . H A N G A R W V L S N o . 3 8 2 0 0 N o . 5 R e b a r & C a p T O P N U T E L . = 5 5 3 5 . 1 6 ' R I M E L . = 5 5 3 9 . 8 6 ' W A T E R V A L V E 0 20 40 C5.11 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION STATION NORTHING EASTING DESCRIPTION POB N P A T S U L L I V A N R O A D BETTY CLARK ROAD S D - A (SWR-A) SANITARY SEWER 'A' (SWR-B) SANITARY SEWER 'B' 4V:1H EXAGGERATION STATION NORTHING EASTING DESCRIPTION POB POE POE PI PI SWR-A BASELINE ALIGNMENT DATA SWR-B BASELINE ALIGNMENT DATA 2 3 Plan-Profile Sanitary Sewer 10+00.00 1623235.29 2374442.74 10+33.76 1623201.57 2374441.07 10+41.35 1623195.94 2374446.17 12+00.00 1623188.07 2374604.62 20+00.00 1623225.11 2374451.67 21+00.00 1623163.78 2374512.15 4 5 PI20+21.20 1623203.94 2374450.61 PI20+24.03 1623201.84 2374452.51 PI20+50.42 1623200.53 2374478.88 6 7 1 1 2 3 4 5 5 6 67 SAN-ASAN-BFFE =5538.32 PROPOSED HANGAR 6 BLOWUP DETAIL 0 10 20 N 6 FFE =5538.32 PROPOSED HANGAR 6 7 6 1 5 5 5 1 3 2 4 SAN-ASAN-ASAN-BSAND-OIL-GAS INTERCEPTOR - SEE PLUMBING PLANS SANITARY SEWER CLEANOUT - SEE PLUMBING PLANS 3 EA 1 EA ON SHEET C5.51) CONSTRUCT 6" SANITARY SEWER SERVICE CONNECTION (SEE DETAIL 1 EA SHEET C5.51) CONSTRUCT SANITARY SEWER MANHOLE (4' DIA., SEE DETAIL ON 30 LF CONSTRUCT 6" PVC (C900) SANITARY SEWER LINE 64 LF CONSTRUCT 4" PVC (C900) SANITARY SEWER LINE 2 0 + 0 021+001 0 + 0 0 11+00 12+00 BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 6 . 1 1 - W a t e r P la n & P r o file . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5537 5 5 4 2 5542 5 5 4 2 5 5 4 2 5542 5 5 4 2 5537 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5 5 3 7 5 5 3 8 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 55 3 8 5538 5538 5538 5 5 3 8 5 5 3 8 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5540 5 5 4 0 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5 5 4 0 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5 5 4 1 5541 5 5 4 1 5 5 4 1 5541 5541 5541 5 5 4 1 5541 5541 5541 5542 5542 5542 5542 5 5 4 2 5542 S W V WV W V WV DYH 2 4 " IN V = 5 5 3 2 . 3 3 ' 1 2 " IN V = 5 5 3 2 . 5 6 ' R I M = 5 5 3 6 . 0 2 ' S T O R M G R A T E L S N o . 3 8 2 0 0 N o . 5 R e b a r & C a p L S N o . 3 8 2 0 0 N o . 5 R e b a r & C a p ( T Y P I C A L ) L I G H T P A D C O N C . Y e llo w S t r ip e P A D C O N C . L S N o . 3 8 2 0 0 N o . 5 R e b a r & C a p E L E V . = 5 5 3 6 . 7 6 ' S I T E B E N C H M A R K A L U M I N U M C A P 1 2 " I N V = 5 5 3 3 . 6 2 ' R I M = 5 5 3 5 . 8 7 ' S T O R M G R A T E S t e e l P in G R A V E L R O A D ( A S P H A L T ) ( A S P H A L T ) ( A S P H A L T ) ( A S P H A L T ) 8 " I N V . O U T = 5 5 2 6 . 7 7 ' 8 " I N V . I N N O R T H = 5 5 2 6 . 8 2 ' 8 " I N V . I N E A S T = 5 5 2 6 . 9 1 ' R I M E L . = 5 5 4 1 . 3 5 ' S E W E R M A N H O L E I N V . = 5 5 3 7 . 7 3 ' 2 4 " R C P W / F E S I N V . = 5 5 3 6 . 5 6 ' 2 4 " R C P W / F E S F e n c e W ir e ( U T I L I T Y B O X ) S T E E L L ID 53 1 . 9 5 ' 5' T O P N U T E L . = 5 5 3 5 . 1 6 ' R I M E L . = 5 5 3 9 . 8 6 ' W A T E R V A L V E L e a s e P a r c e l P 1 5 - E A ( N o r t h 2 5 , 6 5 1 s q f t ) L e a s e P a r c e l 1 0 F L WV 5 5 3 8 5 5 3 8 5537 5537 55375538 5538 5538 5538 5538 5 5 3 8 5 5 3 8 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5540 5540 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 10+00 11+00 12+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 FL: 5528.14 STA: 11+04.83 EXIST. 8" SEWER 1 0 " F L : 5 5 3 3 . 9 2 ( F I E L D V E R I F Y ) S T A : 1 1 + 1 8 . 5 3 P R O P . 1 0 " X 8 " T A P P I N G S L E E V E A N D V A L V E , M . J . F L : 5 5 3 2 . 6 5 S T A : 1 0 + 7 8 . 4 4 P R O P . 8 " P O S T I N D I C A T O R V A L V E , M . J . F L : 5 5 3 2 . 6 5 S T A : 1 0 + 5 4 . 7 0 ( S E E P L U M B I N G F O R C O N T I N U A T I O N ) C O N N E C T I O N A T B U I L D I N G GROUND EXISTING FL: 5535.39 STA: 10+85.60 PROP. 24" STORM DRAIN 4 . 7 ' F L : 5 5 3 2 . 6 5 S T A : 1 0 + 6 0 . 0 0 1 . 6 ' SERVICE LINE PROP. GAS FFE = 5538.32 PROP. HANGAR S=0.00% 8" WATER PROP. GRADE FINISHED PROP. S=3.36%8" WATERPROP. DRAIN PERIMETER 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 20+00 21+00 22+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 GROUND EXISTING 5 ' ( M I N . ) 6 ' FL: 5527.94 STA: 21+24.14 EXIST. 8" SEWER FL: 5535.55 STA: 21+05.28 PROP. 24" STORM DRAIN F L : 5 5 3 3 . 9 2 ( F I E L D V E R I F Y ) S T A : 2 1 + 3 7 . 8 1 E X I S T I N G 1 0 " W A T E R M A I N C O R P O R A T I O N S T O P A T S T A : 2 0 + 4 0 . 1 5 ( S E E P L U M B I N G F O R C O N T I N U A T I O N ) C O N N E C T I O N A T B U I L D I N G SERVICE LINE INTO BUILDING THEN UPSIZE TO A 1 1/2" WATER TO 5' PAST THE WATER METER, 1" SERVICE LINE FROM WATER MAIN S T A : 2 0 + 9 6 . 7 9 M E T E R P I T P R O P . 1 " W A T E R M E T E R I N SERVICE LINE PROP. GAS 1 8 " FFE = 5538.32 PROP. HANGAR 1 8 " FL: 5532.53 STA: 20+60.03 PROP. 4" SEWER GRADE PROP. FINISHED DRAIN PERIMETER 0 20 40 C6.11 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION STATION NORTHING EASTING DESCRIPTION POB N P A T S U L L I V A N R O A D BETTY CLARK ROAD S D - A 4V:1H EXAGGERATION STATION NORTHING EASTING DESCRIPTION POB POE POE WTR-A BASELINE ALIGNMENT DATA WTR-B BASELINE ALIGNMENT DATA 2 Plan-Profile Water Service (WTR-A) WATER LINE 'A' (WTR-B) WATER LINE 'B' 3 4 5 6 7 10+00.00 1623266.51 2374472.17 12+00.00 1623197.20 2374608.87 20+00.00 1623253.13 2374448.34 22+00.00 1623181.80 2374588.81 8 9 10+60.00 1623206.58 2374469.19 20+50.43 1623202.76 2374445.84 PI PI 5 8 2 3 9 1 67 2 4 FFE =5538.32 PROPOSED HANGAR 6 DETAIL ON SHEET 6.52. CONSTRUCT 1" WATER METER (1 EA) & WATER METER PIT (1 EA). SEE 52 LF BUILDING 1" WATER SERVICE LINE OUT OF THE WATER WATER METER TO THE CONSTRUCT 1-1/2" TYPE K COPPER WATER SERVICE LINE FROM THE 46 LF MAIN TO 5' PAST THE WATER METER CONSTRUCT 1" TYPE K COPPER WATER SERVICE LINE FROM WATER 1 EA CONSTRUCT 1" CURB STOP 1 EA CONSTRUCT 1" CORPORATION STOP 1 EA EQUAL) CONSTRUCT 8" POST INDICATOR VALVE (MUELLER A-20906 OR 1 EA 64 LF CONSTRUCT 8" PVC (C900) RESTRAINED JOINT WATER LINE 1 EA MAIN SIZE PRIOR TO ORDERING MATERIALS) CONSTRUCT 10" X 8" TAPPING SLEEVE AND VALVE, M.J. (FIELD VERIFY 2 0 + 0 0 21+00 22+00 1 0 + 0 0 11+00 12+00 20+70.00 1623188.25 2374458.97 PI BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 1 1 - S t o r m D r a in P la n - P r o f ile . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5542 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5 5 3 7 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 55355535 5 5 3 5 5 5 3 5 5 5 3 6 5 5 3 6 5536 5536 5536 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5537 5537 553755375537 5537 5537 5 5 3 7 5 5 3 7 5 5 3 8 5 5 3 8 5538 5538 5538 5538 5 5 3 8 5538 5538 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5539 5539 5539 5539 5 5 3 9 5 5 3 9 5540 5 5 4 0 5 5 4 0 5540 5540 5540 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 55405540 5540 5 5 4 0 5 5 4 0 5 5 4 0 5540 5540 5541 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5541 5 5 4 2 5542 5542 5542 5 5 4 2 S WV WV W V WV W VDYH DYH LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. (ASPHALT)(ASPHALT) (ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' RIM EL.= 5541.35' SEWER MANHOLE INV.= 5537.73' 24" RCP W/ FES INV.= 5536.56' 24" RCP W/ FES Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5531.36' RIM EL.= 5537.41' WATER VALVE TOP NUT EL.= 5531.95' RIM EL.= 5537.95' WATER VALVE TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE S 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE Lease Parcel P16-EA & Lease Parcel Lease Parcel P15-EALease Parcel P14-EALease Parcel P13-EA (South 41,712 sq ft) Lease Parcel 10FL (North 25,651 sq ft) Lease Parcel 10FL WV W V W V W V TOP NUT EL.= 5530.78' RIM EL.= 5537.28' WATER VALVE 5538 5538 55385532 5533 5533 5533 5534 5 5 3 4 5534 5535 5 5 3 5 5535 5536 5536 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5539 5 5 4 0 5 5 4 0 T 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 10+00 11+00 12+00 13+00 14+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 GRADE FINISHED PROP. GROUND EXISTING F L : 5 5 3 2 . 7 8 S T A : 1 0 + 1 1 . 2 7 P R O P . 2 4 " F L A R E D E N D S E C T I O N S=0.85% (CLASS III) 24" RCP PROP. S=0.85% (CLASS III) 24" RCP PROP. S=0.85% (CLASS III) 24" RCP PROP. F L : 5 5 3 5 . 6 4 W I N D O W F L : 5 5 3 7 . 6 0 R I M : 5 5 3 9 . 6 0 S T A : 1 3 + 4 7 . 6 0 P R O P . G R A T E I N L E T 2 4 " F L : 5 5 3 5 . 3 5 S T A : 1 3 + 1 4 . 2 5 F I E L D T A P S T O R M D R A I N L O W E R F L : 5 5 3 7 . 6 0 U P P E R F L : 5 5 3 7 . 9 0 T / C @ E N T R Y : 5 5 3 8 . 4 0 S T A : 1 3 + 5 6 . 8 3 W I N G W A L L S T R U C T U R E FL: 5532.89 STA: 13+18.56 PROP. 8" WATER SERVICE LINE PROP. GAS FL: 5531.69 STA: 13+29.89 PROP. 6" SEWER 1 . 6 ' 3 ' 1 . 5 ' FL: 5533.63 STA: 13+36.94 PROP. WATER SERVICE F L : 5 5 3 4 . 0 2 R I M : 5 5 3 7 . 1 2 S T A : 1 1 + 5 7 . 7 1 P R O P . G R A T E I N L E T F L : 5 5 3 3 . 2 8 ( 2 4 " N & S ) F L : 5 5 3 3 . 6 3 ( 1 5 " W ) R I M : 5 5 3 7 . 7 7 S T A : 1 0 + 7 0 . 2 9 P R O P . G R A T E I N L E T 0 20 40 C7.11 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION Plan-Profile Storm Drain STORM DRAIN 'A' STATION NORTHING EASTING DESCRIPTION POB SD-A BASELINE ALIGNMENT DATA N PAT SULLIVAN ROAD 2 3 4 S D - B S D - B S D - C S D - C SD-A SD-A POE PI 10+00.00 1623522.66 2374500.00 10+68.89 1623454.21 2374507.71 14+00.00 1623123.50 2374491.28 1 2 2 23 3 6 7 5 6 4 5 7 R O A D C L A R K B E T T Y PT. NO.NORTHING EASTING ROOF DRAIN DATA FLOWLINE ELEV. A 1623211.32 2374480.69 5537.70 A 1 EA FIELD TAP STORM DRAIN PIPE (SEE DETAIL ON SHEET C7.51) 1 EA (SEE DETAIL ON SHEET C7.51) CONSTRUCT ROOF DRAIN CONNECTION, TYPE 2 12 TONS CONSTRUCT RIP RAP (SEE DETAIL ON SHEET C7.51) 1 EA CONSTRUCT INLET STRUCTURE (SEE DETAIL ON SHEET C7.53) 1 EA CONSTRUCT GRATE INLET - TYPE 2 (SEE DETAIL ON SHEET C7.52) 2 EA CONSTRUCT GRATE INLET - TYPE 1 (SEE DETAIL ON SHEET C7.52) 318 LF CONSTRUCT 24" RCP (CLASS III) 1 EA CONSTRUCT 24" R.C. FLARED END SECTION 8 8 FFE =5538.32 PROPOSED HANGAR 6 BTN-1 06-16-23 10+00 11+00 12+00 13+00 14+00 SD-A 332 LF 1 BTN 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 1 2 - S t o r m D r a in P la n - P r o f ile . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5 5 3 7 5 5 3 7 5534 5534 5534 5534 5534 5534 5534 5534 5535 5 5 3 5 5 5 3 5 5 5 3 5 5535 5 5 3 5 5 5 3 5 5535 5 5 3 5 5 5 3 5 5 5 3 5 5536 5536 5 5 3 6 5 5 3 6 5 5 3 6 5 5 3 6 5 5 3 6 5 5 3 6 5 5 3 6 5 5 3 6 5536 5536 5 5 3 6 5 5 3 6 5536 5537 5 5 3 7 5 5 3 7 5537 5537 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5538 5538 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5 53 8 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5 5 4 0 5540 5540 5540 5541 5541 W V DYH Y e llo w S t r ip e E d g e o f C o n c r e t e E d g e o f C o n c r e t e W h it e S t r ip e ( C O N C R E T E ) ( A S P H A L T ) ( A S P H A L T ) T O P N U T E L . = 5 5 3 1 . 3 6 ' R I M E L . = 5 5 3 7 . 4 1 ' W A T E R V A L V E T O P N U T E L . = 5 5 3 1 . 9 5 ' R I M E L . = 5 5 3 7 . 9 5 ' W A T E R V A L V E S 8 " I N V . O U T = 5 5 3 1 . 3 3 ' 4 " I N V . I N = 5 5 3 1 . 5 3 ' R IM E L . = 5 5 3 6 . 5 3 ' S E W E R M A N H O L E L e a s e P a r c e l P 1 4 - E A L e a s e P a r c e l P 1 3 - E A W V WV T O P N U T E L . = 5 5 3 0 . 7 8 ' R IM E L . = 5 5 3 7 . 2 8 ' W A T E R V A L V E 5 5 3 8 5 5 3 8 5538 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 35 5 3 4 5534 5 5 3 4 5 5 3 5 5535 5 5 3 5 5536 5 5 3 6 5 5 3 7 55375537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5 5 3 8 5 5 3 9 T 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 20+00 21+00 22+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 GRADE FINISHED PROP. GROUND EXISTING 1 5 " F L : 5 5 3 3 . 7 1 S T A : 2 1 + 6 7 . 9 2 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) 1 5 " F L : 5 5 3 3 . 9 8 S T A : 2 1 + 1 4 . 1 8 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) 1 5 " F L : 5 5 3 4 . 1 1 S T A : 2 0 + 8 7 . 0 8 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) 1 5 " F L : 5 5 3 4 . 1 4 S T A : 2 0 + 8 2 . 0 1 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) 1 5 " F L : 5 5 3 4 . 2 4 S T A : 2 0 + 6 1 . 5 8 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) S T A : 2 0 + 4 1 . 0 0 / 1 5 " F L : 5 5 3 4 . 3 4 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) S T A : 2 0 + 2 5 . 3 1 \ 1 5 " F L : 5 5 3 4 . 4 2 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) S T A : 2 0 + 0 9 . 0 3 \ 8 " F L : 5 5 3 5 . 1 6 P R O P . R O O F D R A I N C O N N E C T I O N S T A : 2 0 + 2 0 . 0 0 \ 1 5 " F L : 5 5 3 4 . 4 5 S T A : 2 0 + 1 3 . 8 8 \ 8 " F L : 5 5 3 5 . 0 6 \ 1 5 " F L : 5 5 3 4 . 4 8 P R O P . 1 5 " X 8 " R E D U C E R S=-0.50% 15" HDPE PROP. S=-0.50% 15" HDPE PROP. 1 5 " F L : 5 5 3 3 . 8 3 S T A : 2 1 + 4 3 . 0 8 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) 1 5 " F L : 5 5 3 3 . 8 1 S T A : 2 1 + 4 7 . 6 6 P R O P . 1 5 " X 8 " T E E ( R O O F D R A I N ) F L : 5 5 3 3 . 2 8 ( 2 4 " N & S ) F L : 5 5 3 3 . 6 3 ( 1 5 " W ) R I M : 5 5 3 7 . 7 7 S T A : 2 1 + 8 2 . 8 5 P R O P . G R A T E I N L E T F L : 5 5 3 3 . 2 8 0 20 40 C7.12 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION Plan-Profile Storm Drain STORM DRAIN 'B' STATION NORTHING EASTING DESCRIPTION POB SD-B BASELINE ALIGNMENT DATA * N P A T S U L L I V A N R O A D 2 3 4 5 S D - A S D - A SD-BSD-B 2 0 + 0 0 21+00 22+00 * * * SYSTEMS (ADS) N12 OR APPROVED EQUAL. ALL HDPE PIPE AND FITTINGS SHALL BE ADVANCED DRAINAGE * POE PI 20+00.00 2374344.00 20+20.00 1623460.89 2374344.99 22+00.00 1623451.96 2374524.77 1 23 2 2 2 233 4 4 5 GRATE INLET - SEE SHEET C7.11 165 LF CONSTRUCT 15" HDPE 3 EA (SEE DETAIL ON SHEET C7.51) CONSTRUCT ROOF DRAIN CONNECTION - TYPE 3 6 EA (SEE DETAIL ON SHEET C7.51) CONSTRUCT ROOF DRAIN CONNECTION - TYPE 2 1 EA (SEE DETAIL ON SHEET C7.51) CONSTRUCT ROOF DRAIN CONNECTION - TYPE 1 PT. NO.NORTHING EASTING ROOF DRAIN DATA FLOWLINE ELEV. A B C D E F G H J K 1623448.59 2374344.38 1623448.52 2374345.69 1623447.54 2374365.35 1623446.52 2374385.91 1623445.51 2374406.31 1623445.41 2374408.38 1623443.93 2374438.44 1623442.60 2374467.31 1623442.52 2374468.90 1623441.24 2374492.11 5535.16 5535.20 5535.20 5535.20 5535.20 5535.20 5535.20 5535.20 5535.20 5535.20 A B C D E F HG K 2 J 1623440.92 SD-B FFE =5538.32 PROPOSED HANGAR 6 BTN-1 06-16-23 1 BTN 168 LF 1 BTN 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 1 3 - S t o r m D r a in P la n - P r o f ile . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5537 5542 5 5 4 2 5540 5540 5540 5 5 4 0 5540 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5535 5536 5536 5536 5 5 3 6 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5541 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Inv.= 5539.23' 15" CMP Yellow StripeEdge of Concrete Edge of Concrete White Stripe PAD CONC. LS No. 38200 No. 5 Rebar & Cap (49,623 sq ft) Lease Parcel 9FL ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP 12" INV= 5533.62' RIM= 5535.87' STORM GRATE Steel Pin (CONCRETE) GRAVEL ROAD (ASPHALT) (ASPHALT)(ASPHALT) 8" INV. OUT = 5526.77' 8" INV. IN NORTH= 5526.82' 8" INV. IN EAST= 5526.91' Fence Wire (UTILITY BOX) STEEL LID (South 41,712 sq ft) Lease Parcel 10FL (North 25,651 sq ft) Lease Parcel 10FL 55385533 5 5 3 4 5 5 3 5 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5538 5 5 38 5 5 3 8 5 5 3 8 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5 5 4 0 5 5 4 0 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 5500 5505 5510 5515 5520 5525 5530 5535 5540 5545 55505550 30+00 31+00+10 +20 +30 +40 +50 +60 +70 +80 +90 F L : 5 5 3 2 . 3 3 ( E X I S T . 2 4 " W ) F L : 5 5 3 2 . 5 6 ( E X I S T . 1 2 " S ) F L : 5 5 3 2 . 3 3 ( P R O P . 1 8 " N ) R I M : 5 5 3 6 . 0 2 S T A : 3 0 + 5 0 . 6 9 E X I S T . G R A T E I N L E T F L : 5 5 3 2 . 7 6 ( 1 8 " O U T , S ) F L : 5 5 3 2 . 5 0 ( 2 " I N , N ) R I M : 5 5 3 5 . 9 6 S T A : 3 0 + 2 9 . 2 6 P R O P . G R A T E I N L E T 0 20 40 C7.13 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION Plan-Profile Storm Drain STATION NORTHING EASTING DESCRIPTION POB SD-C BASELINE ALIGNMENT DATA N 2 3 S D - A SD-C PI 30+00.00 1623233.70 2374302.77 30+50.69 1623183.07 2374300.26 31+00.00 1623184.83 2374250.97 (SD-C) STORM DRAIN 'C' 30+00 3 1 + 0 0 POE 1 2 3 SD-C S D - B 4 4 4 CONCRETE LOW-FLOW LINER - SEE SHEET C4.11 1 EA C7.52) TAP EXISTING STORM DRAIN STRUCTURE (SEE DETAIL ON SHEET 1 EA CONSTRUCT GRATE INLET, TYPE 1 (SEE DETAIL ON SHEET C7.52) 23 LF CONSTRUCT 18" RCP (CLASS III) FFE =5538.32 PROPOSED HANGAR 6 BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 5542 5 5 4 2 5540 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5 5 3 0 5 5 3 0 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5534 5 5 3 4 5 5 3 4 5 5 3 4 5535 5535 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5536 5536 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5541 5542 24" INV= 5532.33' 12" INV= 5532.56' RIM= 5536.02' STORM GRATE LS No. 38200 No. 5 Rebar & Cap LS No. 38200 No. 5 Rebar & Cap (TYPICAL) LIGHT PAD CONC. Edge of Concrete ELEV.= 5536.76' SITE BENCHMARK ALUMINUM CAP (ASPHALT) (ASPHALT) Fence Wire (UTILITY BOX) STEEL LID TOP NUT EL.= 5535.16' RIM EL.= 5539.86' WATER VALVE 8" INV. OUT = 5531.33' 4" INV. IN = 5531.53' RIM EL.= 5536.53' SEWER MANHOLE (South 41,712 sq ft) Lease Parcel 10FL (North 25,651 sq ft) Lease Parcel 10FL 5538 5538 55385532 5533 5533 5533 5534 5 5 3 4 5534 5535 5 5 3 5 5535 5536 5536 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5538 5 53 8 5 5 3 8 5 5 3 8 5538 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5539 5 5 4 0 5 5 4 0 T 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 1 4 - P e r im e t e r D r a in P la n - P r o file . d g n ~ 2 0 . 0 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction WV WV W V H S WV W V W V 5515 5520 5525 5530 5535 5540 5545 5515 5520 5525 5530 5535 5540 5545 20+00 21+00 22+00 23+00 24+00 25+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 F L : 5 5 3 3 . 5 7 S T A : 2 0 + 5 5 . 5 7 ( S E E P E R I M E T E R D R A I N ' A ' ) F L : 5 5 3 2 . 8 3 S T A : 2 2 + 4 0 . 0 0 B R E A K I N G R A D E F L : 5 5 3 3 . 1 8 S T A : 2 2 + 1 2 . 4 3 F L : 5 5 3 0 . 9 3 S T A : 2 4 + 5 0 . 0 0 P R O P . 4 " T E E ( R O T A T E D ) F L : 5 5 3 2 . 3 0 S T A : 2 4 + 4 8 . 6 3 F L : 5 5 3 3 . 5 6 R I M : 5 5 3 8 . 2 6 S T A : 2 0 + 5 8 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 3 . 3 7 R I M : 5 5 3 8 . 2 4 S T A : 2 1 + 3 6 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 3 . 1 9 R I M : 5 5 3 8 . 2 4 S T A : 2 2 + 0 9 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 2 . 3 1 R I M : 5 5 3 8 . 2 1 S T A : 2 4 + 4 5 . 3 5 P R O P . C L E A N O U T PROP. FINISHED GRADE EXISTING GROUND S=-1.28% 4" PERF. HDPES=-0.25% 4" PERF. HDPE S=-0.25% 4" PERF. HDPE S=-0.25% 4" PERF. HDPE S=-0.25% 4" PERF. HDPE ROOF DRAINS, TYP. F L : 5 5 3 2 . 8 0 R I M : 5 5 3 8 . 2 4 S T A : 2 2 + 4 9 . 7 0 P R O P . C L E A N O U T 5515 5520 5525 5530 5535 5540 5545 5515 5520 5525 5530 5535 5540 5545 10+00 11+00 12+00 13+00 14+00 15+00+10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 +10 +20 +30 +40 +50 +60 +70 +80 +90 F L : 5 5 3 3 . 5 7 S T A : 1 0 + 4 1 . 5 0 ( S E E P E R I M E T E R D R A I N ' B ' ) F L : 5 5 3 0 . 9 4 R I M : 5 5 3 8 . 1 3 S T A : 1 4 + 3 2 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 1 . 1 3 R I M : 5 5 3 8 . 7 7 S T A : 1 3 + 5 6 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 2 . 9 9 R I M : 5 5 4 0 . 1 1 S T A : 1 2 + 7 1 . 5 0 P R O P . C L E A N O U T F L : 5 5 3 3 . 2 8 R I M : 5 5 3 8 . 9 4 S T A : 1 1 + 5 9 . 0 0 P R O P . C L E A N O U T F L : 5 5 3 3 . 5 6 R I M : 5 5 3 8 . 2 4 S T A : 1 0 + 4 4 . 0 0 P R O P . C L E A N O U T PROP. FINISHED GRADE EXISTING GROUND MANHOLE FL: 5527.60 FL: 5530.91 (4" IN, E) FL: 5532.50 (2" OUT, W) RIM: 5675.30 STA: 14+43.00 PROP. MANHOLE W/ SUMP PUMP F L : 5 5 3 2 . 5 0 S T A : 1 4 + 6 1 . 3 6 F L : 5 5 3 2 . 7 6 ( 1 8 " O U T , S ) F L : 5 5 3 2 . 5 0 ( 2 " I N , N ) R I M : 5 5 3 5 . 9 6 S T A : 1 4 + 7 1 . 8 1 P R O P . G R A T E I N L E T S=-0.25% 4" PERF. HDPE S=-0.25% 4" PERF. HDPE S=-0.25% 4" PERF. HDPE 2" PVC F L : 5 5 3 0 . 9 3 S T A : 1 4 + 3 5 . 9 3 P R O P . 4 " T E E ( R O T A T E D ) STA: 13+12.5 SERVICE LINE PROP. SEWER STA: 13+21.9 SERVICE LINE PROP. SEWER STA: 13+17.2 SERVICE LINE PROP. WATER STA: 12+75.2 PROP. ROOF DRAIN WATER LINE PROP. 8" FIRE F L : 5 5 3 1 . 3 2 S T A : 1 2 + 7 9 . 0 7 B E N D ( R O T A T E D ) F L : 5 5 3 2 . 9 8 S T A : 1 2 + 7 5 . 7 5 V E R T . B E N D 0 20 40 C7.14 CONSTRUCTION NOTES 1 4V:1H EXAGGERATION Plan-Profile Storm Drain STATION NORTHING EASTING DESCRIPTION N 2 3 S D - A 4 5 11 1 1 1 1 1 1 2 4 4 4 4 4 4 PI FFE =5538.32 PROPOSED HANGAR 6 PERIMETER DRAIN 'B' 4V:1H EXAGGERATION PERIMETER DRAIN 'A' 2 0 + 0 0 2 1 + 0 0 2 2 + 0 0 23+00 24+00 25+00 10+00 11+00 12+00 1 3 + 0 0 1 4 + 0 0 15+00 PERIMETER DRAIN 'B' PERIMETER DRAIN 'A' P E R I M E T E R D R A I N ' A ' P E R I M E T E R D R A I N ' B ' B B SHEET C7.20) (SEE SECTION ON C C SHEET C7.20) (SEE SECTION ON D D A A SHEET C7.20) (SEE SECTION ON SHEET C7.20) (SEE SECTION ON 3 4 4 4 4 5 20+00.00 22+12.43 25+00.00 STATION NORTHING EASTING DESCRIPTION PI PI 10+00.00 12+79.07 14+61.36 15+00.00 1623484.57 1623205.84 1623214.89 1623176.30 2374498.02 2374484.17 2374302.10 2374300.18 POB POE POB1623440.36 1623450.90 1623163.69 2374551.47 2374339.30 2374325.03 TO THE BUILDING PERIMETER DRAIN. ALL FITTINGS REQUIRED SHALL BE SUBSIDIARY HDPE SHALL BE ADS N12 OR APPROVED EQUAL. 1 EA PUMP (SEE DETAIL ON SHEET C7.54) CONSTRUCT STORM DRAIN MANHOLE WITH SUMP 10 EA DETAIL ON SHEET C7.55) CONSTRUCT PERIMETER DRAIN CLEANOUT (SEE FIELD TAP STORM DRAIN STRUCTURE 29 LF CONSTRUCT 2" PVC DISCHARGE LINE 796 LF PERIMETER DRAIN (SEE DETAIL ON SHEET C7.55) CONSTRUCT 4" PERFORATED HDPE BUILDING PERIMETER DRAIN 'A' ALIGNMENT DATA PERIMETER DRAIN 'B' ALIGNMENT DATA POE BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 7 . 2 0 - S u b d r a in S e c t io n s . d g n ~ 0 . 5 0 0 0 f t / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction FOOTING FOOTING PEDESTAL PERIMETER DRAIN BACKGROUND GRADE BEAM IN OVEREXCAVATED SURFACE OVEREXCAVATED SURFACE PERIMETER DRAIN FOOTING FOOTING PEDESTAL BACKGROUND GRADE BEAM IN OVEREXCAVATED SURFACE FOOTING FOOTING PEDESTAL PERIMETER DRAIN OVEREXCAVATED SURFACE OF GRADE BEAM 1:1 LINE FROM TOE TOE OF FOOTING 1:1 LINE FROM TOE OF FOOTING 1:1 LINE FROM OF GRADE BEAM 1:1 LINE FROM TOE TOE OF FOOTING 1:1 LINE FROM BACKGROUND GRADE BEAM IN PERIMETER DRAIN OF GRADE BEAM 1:1 LINE FROM TOE TOE OF FOOTING 1:1 LINE FROM C7.20 INTERIOR EXTERIOR SECTION A-A SECTION B-B INTERIOR EXTERIOR SECTION C-C INTERIOR EXTERIOR SECTION D-D Sections Subdrain EXTERIOR INTERIOR FOOTING 1/2 SCALE 1/2 SCALE 1/2 SCALE1/2 SCALE BTN-1 06-16-23 1 BTN 402-479-2200 Lincoln, Nebraska 68508 825 M Street, Suite 100 Alfred Benesch & Company Consultant Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Frank Doland Drawn By NLH Job No. 112309.00 Seal Project Title 01/20/2023 Y : \ L in c o ln \ 1 1 2 3 0 0 S \ 1 1 2 3 0 9 . 0 0 \ E n g _ D o c s \ S h e e t s \ C 8 . 0 1 - S W P P P O v e r v ie w . d g n ~ 2 0 . 0 0 0 0 ft / in . ~ 6 / 1 6 / 2 0 2 3 A ll D r a w in g s A n d W r it t e n M a t e r ia l A p p e a r in g H e r e in C o n s t it u t e O r ig in a l A n d U n p u b lis h e d W o r k O f T h e D e s ig n e r A n d M a y N o t B e D u p lic a t e d , U s e d , O r D is c lo s e d W it h o u t W r it t e n C o n s e n t F r o m T e c t o n ic M a n a g e m e n t G r o u p , I n c .202199 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO A t l a n t i c A v i a t i o n S e r v i c e s - R i f l e H a n g a r 6 Documents 100% Construction 5527 5 5 2 7 5537 5542 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 3 7 5537 5537 5537 5537 5537 5 5 3 7 5 5 2 8 5 5 2 8 5 5 2 8 5528 5 5 2 9 5 5 2 9 5 5 2 9 5 5 2 9 5529 5 5 3 0 5 5 3 0 5 5 3 0 5 5 3 0 5530 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 1 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 2 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 3 5 5 3 4 5534 5 5 3 4 5 5 3 4 5 5 3 4 5 5 3 4 5535 5535 5535 5 5 3 5 5 5 3 5 5535 5535 5 5 3 5 5535 55355535 5 5 3 5 5536 5536 5536 5536 5536 5536 5536 5536 5 5 3 6 5 5 3 6 5536 5536 5 5 3 6 5 5 3 7 5537 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5537 5537 5 5 3 7 5537 5537 5537 5537 553755375537 5537 5537 5537 5537 5538 5538 5538 5538 5 5 3 8 5538 5538 5538 5538 5538 5538 5538 5538 5538 5 5 3 8 5538 5 5 3 8 5 5 3 8 5538 5 5 3 8 5 5 3 9 5 5 3 9 5539 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 5539 5539 5539 5539 5539 5 5 3 9 5539 5539 5539 5539 5 5 4 0 5 5 4 0 5540 5 5 4 0 5 5 4 0 5540 5540 5540 5540 5540 5540 5 5 4 0 5 5 4 0 5 5 4 0 55405540 5540 5 5 4 0 5 5 4 0 5540 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5541 5541 5541 5541 5541 5 5 4 1 5 5 4 1 5 5 4 1 5541 5541 5 5 4 1 5 5 4 1 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 5 5 4 2 S WV WV W V WV W VDYH DYH S WV W V W V 5538 5538 55385532 5533 5533 5533 5534 5 5 3 4 5534 5535 5 5 3 5 5535 5536 5536 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5 5 3 7 5537 5537 5 5 3 8 5 5 3 8 5 5 3 8 5 5 3 8 5538 5538 5538 5 5 38 5 5 3 8 5 5 3 8 5538 5 5 3 9 5 5 3 9 5 5 3 9 5 5 3 9 55395539 5539 5539 5 5 4 0 5 5 4 0 T (ASPALT) (ASPALT)(ASPALT) PAD CONC. C8.01 SWPPP Overview OWNER / ENGINEER. PLACED AS DIRECTED BY THE CROP SEEDING SHALL BE NOTE 'A': TEMPORARY COVER LEGEND ITEM DESCRIPTION QUANTITY EXISTING CONTOURS PROPOSED FINISHED GRADE CONTOURS SILT FENCE CONSTRUCTION ENTRANCE TEMPORARY COVER CROP SEEDING N/A N/A CALLOUT ID N/A N/A SF IP CONCRETE WASHOUT AREA N/A N/A SCL VTC CWA PAVED AREAS (SEE NOTE 'A') 5674 5678 N/A SEEDING SM 1 EA 1 EA AND CONTRACTOR AT THE TIME OF CONSTRUCTION LOCATION TO BE DETERMINED BY TECTONIC SITE MANAGER APPROXIMATE CUT / FILL VOLUMES INLET PROTECTION 6 EA (NORTH AMERICAN GREEN SC250 OR EQUAL) EROSION CONTROL BLANKET ECB N 0 20 40 PAT SULLIVAN ROAD SF SM STAGING AREA SF SM SM B E T T Y C L A R K R O A D SEDIMENT CONTROL LOG SCLSCL 300 LF 500 LF IP IP IP IPIP SF SF SM SM SM SM ECB 340 SY IP 1.0 ACRE 1.0 ACRE EARTHWORK SUMMARY TABLE. SEE SHEET C2.12 FOR COMPLETE 580 CY OF AGGREGATE FILL) (INCLUDES 10,100 CY OF EARTH FILL & EMBANKMENT: 10,680 CY EXCAVATION: 10,390 CY FFE =5538.32 PROPOSED HANGAR 6 ARID AREAS AND SEMI-ARID AREAS. CONSTRUCTION IS OCCURRING DURING SEASONAL ARID PERIOD IN IS COVERED WITH SNOW, ICE, OR GROUND IS FROZEN); OR 3) OR 2) RUNOFF IS UNLIKELY DUE TO WINTER CONDITIONS (I.E. SITE EVERY MONTH IF: 1) THE ENTIRE SITE IS TEMPORARILY STABILIZED; INSPECTION FREQUENCY MAY BE REDUCED TO AT LEAST ONCE PERIOD FROM THE DATE OF THE PERMIT TERMINATION. THE PROJECT FOR THEIR RETENTION FOR THE THREE (3) YEARS SHALL BE TURNED OVER TO THE OWNER AT THE COMPLETION OF OF EROSION CONTROL MEASURES IS WARRANTED. REPORTS REPORTS THROUGHOUT THE PROJECT EACH TIME AN INSPECTION CONTRACTOR WILL BE RESPONSIBLE FOR KEEPING INSPECTION DETAIL AS TO EXPLAIN THE REASON FOR THE DELAY. THE (7) CALENDAR DAYS SHALL BE DOCUMENTED WITH SUFFICIENT NONFUNCTIONAL EROSION CONTROL MEASURES BEYOND SEVEN DELAY IN THE REPLACEMENT OR MAINTENANCE OF MANAGEMENT PRACTICES SHALL BE MADE IMMEDIATELY. ANY CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE BEST EVENT OF 0.5 INCHES OR GREATER. ANY NECESSARY REPAIRS OR DAYS AND WITHIN A 24-HOUR PERIOD AFTER THE END OF A STORM ACCORDINGLY AT LEAST ONCE EVERY FOURTEEN (14) CALENDAR INSPECTED, BY THE RESPONSIBLE CONTRACTOR, AND RECORDED ALL SEDIMENT AND EROSION CONTROL PRACTICES SHALL BE 3. INSPECTIONS: SEED MIX, MULCH, AND FERTILIZER REQUIREMENTS. CONTRACT SPECIFICATIONS FOR ADDITIONAL INFORMATION FOR SEED MIX AND AMOUNT PRIOR TO ORDERING. REFER TO OBTAIN APPROVAL FROM OWNER'S REPRESENTATIVE ON FINAL SHOWN AND DISTURBED BY CONSTRUCTION. CONTRACTOR SHALL OPERATIONS ALLOW. SEED, MULCH, AND FERTILIZE AREAS AS ACTIVITIES SHALL BE COMPLETED AS SOON AS GRADING INCLUDED WITH THIS PROJECT. SEEDING AND MULCHING SEEDING, FERTILIZING, MULCHING, AND ASSOCIATED WORK IS 6. SEEDING/GRASS COVER: MAXIMUM PROPOSED SIDE SLOPE - 4 HORIZONTAL : 1 VERTICAL (INCLUDES CONSTRUCTION STAGING AREA) APPROXIMATE POST-CONSTRUCTION PERVIOUS AREA - 1.0 ACRES ACRES APPROXIMATE POST-CONSTRUCTION IMPERVIOUS AREA - 1.5 APPROXIMATE PRE-CONSTRUCTION IMPERVIOUS AREA - 0.0 ACRES APPROXIMATE DISTURBED AREA - 2.5 ACRES 5. GRADING AREA/SOIL DISTURBANCE SITE: REPORTS AND OTHER DOCUMENTS. THE DESIGNEE SHALL HAVE AUTHORIZATION TO SIGN ANY INSPECTIONS SHALL BE CONDUCTED BY A "RESPONSIBLE PERSON". 4. INSPECTORS: THE SITE IS STABILIZED. ALL EROSION CONTROL MEASURES SHALL BE KEPT IN PLACE UNTIL 10. EROSION CONTROL DURATION: UTILIZED WILL BE WATERED AS REQUIRED TO LIMIT DUST. AREA AND THE CONSTRUCTION SITE. ADDITIONAL HAUL ROUTES EXISTING PAVED ROAD WILL BE UTILIZED TO ACCESS THE STAGING 9. HAUL ROUTES: IMMEDIATELY BY CONTRACTOR. OWNER/ENGINEER. ALL REQUESTS SHALL BE COMPLETED ELIMINATE EXCESSIVE DUST AS DIRECTED BY THE WATER GRAVEL HAUL ROUTES/GRADING AREAS AS REQUIRED TO DUST CONTROL:8. STOCKPILES AND AS DETAILED ON THIS PLAN. SILT FENCE SHALL BE PLACE ON ALL RUN-OFF SIDES OF 7. SILT FENCE: SWPPP NOTES APPLICABLE BEST MANAGEMENT EROSION CONTROL PRACTICES. DOCUMENTS. CONTRACTOR IS RESPONSIBLE TO COMPLY WITH ALL COLORADO, GARFIELD COUNTY COLORADO, AND THESE PROJECT MAINTAINED ACCORDING TO THE REQUIREMENTS OF THE STATE OF MANAGEMENT PRACTICES SHALL BE CONSTRUCTED AND EROSION AND SEDIMENT CONTROL PRACTICES AND STORM WATER UNLESS OTHERWISE SPECIFIED, ALL VEGITATIVE AND STRUCTURAL 2. PERMIT COMPLIANCE: MULCHING, STRAW WATTLES / SILT FENCE, AND DUST CONTROL. DRAINS, SERVICE UTILITIES, TOPSOILING, SEEDING, FERTILIZING, COLORADO. WORK INCLUDES EARTHWORK, PAVING, STORM AT THE GARFIELD COUNTY REGIONAL AIRPORT IN RIFLE, HANGAR. THE FACILITY IS FOR ATLANTIC AVIATION AND IS LOCATED SERVICE UTILITIES AND CONCRETE PAVEMENT TO SERVE THE CONSTRUCTION OF A AIRCRAFT HANGAR WITH ASSOCIATED 1. PROJECT SCOPE/DESCRIPTION: * * BTN-1 06-16-23 PART OF THIS REVISION. NOTES ON THIS SHEET) WERE UPDATED AS BUT ARE NOT CALLED OUT WITH BUILD SHOWN ON THIS SHEET FOR REFERENCE, CONSTRUCTED IN THIS PROJECT AND SHOWN IN THE PLAN VIEW THAT ARE BEING BACKGROUND ITEMS (PROJECT ELEMENTS 1 BTN Gas Global 7500 44' 100' Hangar 30,000 SF Lean-To 4,530 SF 30 ' 23 0 ' 2,487 SF Snowmelt 4,398 SF Snowmelt 676 SF Snowmelt Sidewalk Tranformer -See Elec Dwgs 20' - 0" 12' - 0" 20 5 ' - 0 " 25 ' - 0 " A1.00 2 25' - 5 3/4" 4' - 8 " 8 A1.00 GateGate 2 -2" Conduits To IT Closet Oil/Water Separator - See Plumb Dwgs. Dumpster Enclosure 56' - 0" 3"-6"Landscape River Cobbles Over Weed Barrier Fabric Provide FAA T-901 Modified Seed For All Unimproved Disturbed Areas 14 Parking Spaces Lease Hold: 72,847 SF TOFA 79' - 0" TO F A 79 ' - 0 " 55' - 10 3/4" To Face Of Building 80' - 7" 27' - 0" 56 ' - 9 7 / 8 " 312' - 6" 233' - 1 1/4" 24 ' - 1 1 / 4 " 10 5 ' - 6 " 50 ' - 0 " 25 ' - 7 " 13' - 0" 25 ' - 0 " 22 ' - 0 " EV Charging Station, See Elec Dwgs. Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing HSS 4x4x0.25 -See Struct Dwgs. 10' - 9" 6" Dia. Concrete Filled Steel Bollard -Paint 6" Dia. Concrete Filled Steel Bollard -Paint 20 ' - 1 " 3 A1 . 0 0 4 A1.00 5 A1 . 0 0 6 A1.00 7 A1.00 Hinge: LiftMaster 2110U Standard Hinge Cane Bolt:National N177196 Latch:LiftMaster 41002S Provide 2 Hinges Per Panel Gate Hardware: 9' - 8 " 9' - 8 " 4 1/2"9' - 8"9' - 8"4 1/2" 20' - 1" Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing Treated 2x6 Framing HSS 4x4x0.25 -See Struct Dwgs. C5x6.7 -See Struct Dwgs Floor Plan -Level 7 100' -0" 5' - 9 " 2" 10' - 9" 6" Dia. Concrete Filled Steel Bollard -Paint Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing 7 A1.00 5' - 1 1 " 20' - 1" 5' - 9 " 2" Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing 5' - 1 1 " 10' - 9" 5' - 9 " 2" Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing 6" Dia. Concrete Filled Steel Bollard -Paint 5' - 1 1 " 2" 3' - 0 1 / 2 " 2' - 8 1 / 2 " HSS 4x4x0.25 -See Struct Dwgs. Treated 2x6 Framing Synthetic Wood Fencing At Dumpster Enclosure - 1x6 Vertical Fencing C5x6.7 -See Struct Dwgs Concrete Foundation - See Struct Dwgs. 2' - 0 " 5' - 1 1 " 3' - 2 1 / 2 " Floor Plan 100' -0" 4' - 1 1 / 2 " Treated 2x6 Framing 4x4 Post Treated 1x4 1 1/2"3 1/2"1/2" 1 1 / 2 " 3 1 / 2 " 8" 1 1 / 2 " 1 1 / 2 " 3' - 0 " Cast-In-Place Concrete 1' - 6" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 2 9 : 5 8 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A1.00 Site Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/16" = 1'-0" Ref: A1.001Site Plan N Scale: 1/4" = 1'-0" Ref: A1.002Dumpster Enclosure Plan N Scale: 3/8" = 1'-0" Ref: A1.003Dumpster Enclosure - East Scale: 3/8" = 1'-0" Ref: A1.004Dumpster Enclosure - South Scale: 3/8" = 1'-0" Ref: A1.005Dumpster Enclosure - West Scale: 3/8" = 1'-0" Ref: A1.006Dumpster Enclosure - North Scale: 3/4" = 1'-0" Ref: A1.007Dumpster Section Scale: 3/4" = 1'-0" Ref: A1.008Condensing Units Screen Wall Section BTN-1 06-16-23 BTN-1 CR C R C R C R CR CR CR Ga s CR CR Global 7500 4 A3 . 0 0 C C M M 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 D D E E F F G G H H I I J J K K L L 1 A3.00 3 A3.00 2 A3 . 0 0 1 A4.00 1 A4.00 4 A4.00 4 A4.00 30' - 0"200' - 0" 10' - 0"5' - 11 1/2"17' - 2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2" 5' - 0" 15 0 ' - 0 " 1' - 6 " 6' - 6 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 17 ' - 0 " 20 ' - 7 " 20 ' - 7 " 14 ' - 1 " 1' - 0 " Hangar 100 A A 55 1' - 6 " 20 ' - 7 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 15 0 ' - 0 " Suite C 107 GSE 108 GSE Office 110 IT 109 A4 . 0 0 5 230' - 0" 100A 10 8 A 109 101A 10 3 10 2 104 11 0 A 108C 106B 108D 108E 101B 111 10 0 F A5 . 0 0 A5 . 0 0 11 12 14 13 A5.00 2 F2 3 A4.00 3 A4.00 2 A4.00 2 A4.00 A5 . 0 0 16 10 0 D 11 0 B 10 0 E 1 Concrete Curb FRP Walls Concrete Curb FRP Walls 22 ' - 0 3 / 4 " W a l l w / C u r b 7' - 2 1 / 4 " 12 ' - 9 5 / 8 " 11 ' - 9 5 / 8 " 18 ' - 3 " 18 ' - 0 " 18 ' - 2 3 / 4 " 1' - 0 1 / 8 " Boiler 112 77 88 B B F1 F1 107B107A 106A 1 2 2 18 ' - 5 7 / 8 " 1' - 6 " 9' - 7 1/8"4 7/8" 6R 4R 4R 3A3B3A 1A 1A 1A 1A 1A 5R 1B 1A 1A 1A 1A 2A 2A2A 5R 2 1B 5R 1B 2 5R 1B 1B 8 1/2" 10' - 10 3/4"11' - 0 1/2"7' - 2 7/8"1 1/2" 10 ' - 8 1 / 4 " 6' - 3 5 / 8 " 14 ' - 9 5 / 8 " 8" Utility Pedestal, See Int. Elevs 16/A5.00 Utility Pedestal, See Int. Elevs 16/A5.00 Trench Drain -See Plumb Dwgs. Fl:POL-1 Fl:POL-1 Fl:POL-1 Fl:POL-1 Fl:EPX-2 Fl:EPX-3 Fl:EPX-3 Fl:EPX-2 P-1 /RB-1 P-1 /RB-1 P-1 /RB-1 FRP FRP FRP Fire Sprinkler Riser 5' - 1 1 / 4 " 4" 4" Wide Marking For Protected Walk Area 5R Grounding Point -See Elec Dwgs. 56' - 0"92' - 6"51' - 6" 25 ' - 0 " 82 ' - 0 " 43 ' - 0 " Utility Sink -See Plumb Dwgs. Emergency Eye Wash Station -See Plumb Dwgs. 2' - 0 " Area Drain - See Plumb Dwgs. 4' - 0" 2' - 0 " 7' - 0 " 13 ' - 1 1 " 9' - 1 0 " 8' - 5 " 4' - 8 " 6" Dia. Concrete Filled Steel Bollard -Paint 6" Dia. Concrete Filled Steel Bollard -Paint 2' - 0 " 6' - 8 3 / 4 " 1" 3B 1" 2' - 1 0 " Car Wash Curtain And Track Assembly Wash Bay 108A 5R Grounding Point -See Elec Dwgs. Grounding Point -See Elec Dwgs. Grounding Point -See Elec Dwgs. 5R B 30' - 0"10' - 0"185' - 0"5' - 0" 6" Dia. Concrete Filled Steel Bollard -Paint 6" Dia. Concrete Filled Steel Bollard -Paint Snowmelt Manifold, See Mech. Dwgs Snowmelt Manifold, See Mech. Dwgs 4"5' - 1 1/4" 5' - 0"4"Floor Cleanout -See Plumb Dwgs.Floor Cleanout -See Plumb Dwgs. Floor Cleanout -See Plumb Dwgs. Floor Cleanout -See Plumb Dwgs. Floor Cleanout -See Plumb Dwgs. Floor Sink -See Plumb Dwgs Floor Cleanout -See Plumb Dwgs. Floor Cleanout -See Plumb Dwgs. Floor Cleanout -See Plumb Dwgs. Fl:EPX-3 Oil/Water Separator - See Plumb Dwgs. Tranformer - See Elec Dwgs 2" Wide Safety Yellow Striping -See Elec. Dwgs. 4 A1 . 0 0 5 A1.00 6 A1 . 0 0 8 A1.00 A5.0021 F1 105A 1 105B Fl:EPX-1 A2.01 2 A2.01 3 A8.12 10 50' - 0"100' - 0"50' - 0" 75 ' - 9 1 / 8 " 66 ' - 2 7 / 8 " Area Drain -See Plumb Dwgs.Area Drain -See Plumb Dwgs. Fire Department Connection 6' - 0 " 4' - 0" 6" Dia. Concrete Filled Steel Bollard -Paint Coordinate Exact Locations W/ Equipment SlopeSlope Slope Slope SlopeSlope Slope Slope Gate Gate P-2 /RB-1 P-1 /RB-1 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0"Fl:EPX-3 D.3 D.3 10.510.5 3.2 3.2 112 9 A8.11 FRP South & East Foundation Walls See Structural Drawings For Stepdown Of Exposed Foundation Walls. Siding To Follow Steps In Concrete. See Arch. Details on A8.12 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 3 0 : 0 0 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A2.00 First Floor Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 N Scale: 1/8" = 1'-0" Ref: A1.001Floor Plan - Level 1 Finish Schedule Code Manufacturer Product Line Color Size Comments FRP FRP Crane Composites Sandstone Texture Shelter Cove Gray,1281 N/A Varietex Paint P-1 Sherwin Williams N/A Repose Gray SW 7015 N/A P-2 Sherwin Williams N/A Snowbound SW7004 N/A Plastic Laminate PL-1 Wilsonart Premium Laminate Walnut Heights 7965K-12 -- Softgrain Finish Solid Surface SS-1 Wilsonart Mystique 9200CS -- -- Tile Wall TLW-1 Concept Surface Clark Silver 12" x 24" Grout: Custom Building Products: Driftwood #542, Grount Jiont 1/8" Finish Schedule - Floor Materials Finish Type Mark Manufacturer Product Line Color Size Comments Epoxy Flooring EPX-1 Tennant Wash Bay Pigmented Coating EPX-2 Tennant GSE Shop, GSE Office - See Specification Pigmented Coating EPX-3 Tennant Mech., Jan. IT - See Specification Non-Pigmented Coating Floor Tile TLF-1 Concept Surfaces Clark Silver 12" x 24" Grout: Custom Building Products: Driftwood #543, Grout Joint 1/8" Polished Concrete POL-1 L&M Construction Chemicals Hangar Floor, Tenant Suites Non-Pigmented Coating Finish Schedule - Wall Base Finish Type Mark Manufacturer Product Line Color Size Comments Rubber Base RB-1 Johnsonite Millwork - Reveal 4 1/2" Base - MW-XX-F 55 Silver Grey WG 4.25" Tile Base TLB-1 Concept Surfaces Clark Silver 12" x 24" - Cut To 6" x 24" Use Schluter Trim On Top Of Tile Finish Schedule - Thresholds Type Mark Manufacturer Model Type Comments TR1 Schluter Jolly Color To Match Wall Tile TR4 Schluter RENO-U, Anodized Alum. Tile To EPX Door Key Schedule - Frame Finishes Key Name Manufacturer Color Comments DF-1 Sherwin Williams SW7019 Gauntlet Gray DF-2 Sherwin Williams SW7541 Grecian Ivory DF-3 Sherwin Williams SW7639 Ethereal Mood Factory Factory Finish -- -- Door Key Schedule - Panel Finishes Key Name Manufacturer Color Comments DP-1 Sherwin Williams SW7019 Gauntlet Gray DP-2 Sherwin Williams SW7541 Grecian Ivory DP-3 Sherwin Williams SW7639 Ethereal Mood Factory Factory Finish -- -- BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 HB 48 " 48 0 V 60 A 3ø 24" Ca m e r a Ca m e r a Camera Ca m e r a Ca m e r a Ca m e r a 48 " 48 " 48 " 48"48" 48 " 48 " 48 " CA CA CA Ca m e r a 20 ' Camera CA C C 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 1 A4.00 1 A4.00 A A 55 A4 . 0 0 5 2 A4.00 2 A4.00 77 Mezzanine Storage 113 Mtl. Framing To Support Ceiling And Mech Units Below -See Struct Dwgs. 15 0 ' - 0 " 1' - 6 " 6' - 6 " 14 ' - 1 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 14 ' - 1 1 1 / 4 " 7' - 1 1 3 / 4 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " 30' - 0" Open To Below Open To Below 7" 20 ' - 7 " 88 B B 28 GA. Int White Panel Rib Liner Panel -Full Height 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" Furnace Supported From Structure Above Ceiling, Approx. Weight is 200Lbs -Typ. -See Mech Location 2' - 8"2' - 0" 1' - 9" 6' - 2"10' - 11 3/4"2' - 0"3' - 1 1/2" 10 8 A 3B Mezzanine Structure By Mtl Bldg. Mfr 1 A8.11 3 A8.11 Pre-Engineered Mtl. Bldg. Frame -Paint Car Wash Curtain And Track Assembly 8 A1.00 A5.0021 Wall Mounted Car Wash Boom -See Plumb Dwgs. Air Compressor -See Plumb Dwgs. Boiler Exhaust Flue - See Mech Dwgs. 10.510.5 3.2 3.2 P-1 31 ' - 1 1 1 / 4 " 9 A8.11 6 6 A A 6 6 A A 111 Mech 111 Snowmelt Manifold, See Mech. Dwgs Snowmelt Manifold, See Mech. Dwgs Furnace -See Mech Location Water Heater -See Plumb Dwgs Pressure Washer -See Plumb Dwgs C C 2 2 3 3 44 D D Boiler 112 Boiler -See Mech Dwgs. Unit Heater -See Mech Dwgs.Expansion Tank -See Mech Dwgs. Snowmelt Manifold, See Mech. Dwgs Floor Sink -See Plumb Dwgs 3.2 3.2 112 4R 4R 6R 5R B 7 1 / 8 " 18 ' - 5 7 / 8 " 1' - 6 " Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 3 0 : 0 2 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A2.01 Mezz. Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0" Ref: A3.001Mezzanine (PEMB) Scale: 1/2" = 1'-0" Ref: A2.002Enlarged Mech Rm Plan Scale: 1/2" = 1'-0" Ref: A2.003Enlarged Boiler Plan N N N BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 CR C R C R C R CR CR CR Ga s CR CR Global 7500 CMB-A P-1/RB-1 Indicates A Wall With One Finish Material -See Finish Schedule For Type Indicates A Wall Containing Multiple Finish Materials -See Interior Elevations For Individual Material Call-Outs And Patterns Wall Finish Legend C C M M 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 D D E E F F G G H H I I J J K K L L 1 A4.00 1 A4.00 4 A4.00 4 A4.00 A A 55 30' - 0"200' - 0" 10' - 0"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"5' - 0" 15 0 ' - 0 " 1' - 6 " 6' - 6 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 17 ' - 0 " 20 ' - 7 " 20 ' - 7 " 14 ' - 1 " 1' - 0 " Hangar 100 1' - 6 " 20 ' - 7 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 15 0 ' - 0 " Suite C 107 GSE 108 GSE Office 110 IT 109 Wash Bay Future Curtain 230' - 0" 100A 10 8 A 109 101A 10 3 10 2 104 11 0 A 108C 106B 108D 108E 101B 111 10 0 F 30' - 0"5' - 0" W:24' -0" H:16' -0" W:10' -0" H:12' -0" F2 3 A4.00 3 A4.00 2 A4.00 2 A4.00 10 0 E 10 0 D W:4' -8" H:4' -4" HH:7' -2" W:10' -0" H:10' -0" 11 0 B Concrete Curb FRP Walls Concrete Curb FRP Walls Boiler 112 5' - 3 " 3' - 4 " 5' - 1 " 6' - 0 " 2' - 5 " 6' - 7 " 6' - 0 " 8' - 0 " 6' - 1 1 3 / 4 " 10 ' - 0 " 3' - 7 1 / 4 " 2' - 7 " 3' - 4 " 5' - 1 " 5' - 0 " 1' - 0 " 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 77 3' - 7 5 / 8 " 5' - 7 " 1' - 3 1 / 4 " 5' - 7 " 6' - 1 0 1 / 8 " 5' - 6 3 / 4 " 5' - 7 " 11 ' - 9 1 / 4 " 88 14 ' - 1 1 1 / 4 " 7' - 1 1 3 / 4 " B B 15' - 0"15' - 0" 28' - 1 1/2" 5' - 0"10' - 0" 2' - 0" 3' - 4"12' - 9 1/2" 7' - 9 " 3' - 4 " 3' - 0 " F1 F1 Exposed Steel 'X' Bracing Above Portal Frame, By Mtl. Bldg. Mfr. -Paint Exposed Steel 'X' Bracing By Mtl. Bldg. Mfr. 6' - 1 0 1 / 4 " 4' - 8 " 3' - 0 1 / 8 " 3' - 1 0 " 5' - 6 3 / 4 " 11 1 / 8 " 4' - 8 " 3' - 0 " 3' - 1 0 " 1' - 3 3 / 8 " 3' - 1 0 " 5' - 4 1 / 2 " 2' - 9 3 / 4 " 4' - 8 " 6" 2' - 0 " 3' - 4 " 9' - 7 1 / 4 " 2' - 6 " 3' - 4 " 6' - 1 3 / 4 " 3' - 4 " 1' - 8 1 / 4 " 20 ' - 7 " 4' - 0 " 3' - 4 " 1' - 7 1 / 2 " 8' - 0 " 3' - 7 1 / 2 " 1 107B W:4' -8" H:4' -4" HH:7' -2" 1 106A 107A 2 2 8 1/2" 10' - 10 3/4"11' - 0 1/2"7' - 2 7/8" 1 1/2" 105B 1 W:4' -8" H:4' -4" HH:7' -2" 108B 105A D.3 D.3 15' - 11 1/2"17' - 2" 10.510.5 9' - 7 " 14 ' - 4 " 3.2 3.2 11 ' - 7 " 10 ' - 6 " 3' - 0"24' - 0"3' - 0" 3' - 2 1 / 4 " 22 ' - 1 1 " 3' - 9 " 1' - 1 1 " 3' - 2 " W:8' -0" H:8' -0" 5' - 1 0 1 / 4 " 185' - 0" 10' - 0" 95 ' - 2 1 / 8 " 30' - 0" 95 ' - 2 1 / 8 " 9 A8.11 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 3 0 : 0 4 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A2.50 PEMB Floor Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0" Ref: A1.001Floor Plan - Level 1 (PEMB) N BTN-1 06-16-23 BTN-1 Ga s C C M M 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 D D E E F F G G H H I I J J K K L L 1 A4.00 1 A4.00 4 A4.00 4 A4.00 A A 55 3 A4.00 3 A4.00 2 A4.00 2 A4.00 0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" 77 88 B B 0' - 8" / 1' - 0" 0' - 8" / 1' - 0" 17 ' - 0 " 11 ' - 7 " 9' - 0 " 2' - 6 " 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Snowguard -Typ. Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies 8' - 7 " 37 ' - 3 " VTR -See Plumb Dwgs. VTR -See Plumb Dwgs. VTR -See Plumb Dwgs. VTR -See Plumb Dwgs. Snowguard -Typ. 14 ' - 0 " 8 A1.00 Snow Clips -Typ. At Lower Canopies Snow Clips -Typ. At Lower Canopies Snow Clips -Typ. At Lower Canopies 0' - 8" / 1' - 0" Elev: 142' - 5" Elev: 138' - 5"Elev: 137' - 0" D.3 D.3 10.510.5 3.2 3.2 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 3 0 : 0 5 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A2.60 Roof Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0" Ref: A3.001Roof Plan N BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 Floor Plan 100' -0" CMDEFGHIJKL Eave Height 138' -0" 4 A4.00 4 A4.00 A Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" 42 ' - 5 " Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Downspout -By Mtl. Bldg. Mfr. 3 A4.00 3 A4.00 2 A4.00 2 A4.00 10 ' - 0 " 20 ' - 0 " 15' - 0"170' - 0"15' - 0" 38 ' - 0 " 36 ' - 9 " Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. W:10' -0" H:10' -0" B 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 10 0 D 10 0 E Synthetic Wood Fence 0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" B.O. Hangar Door Opening 128' -6" Mechanical Vent -See Mech Dwgs. Tranformer -See Elec Dwgs 19 ' - 0 " Light Fixture -See Elec Dwgs. Grade Slopes, Foundation Walls Step Down D.3 11' - 10 1/4" 2' - 6 " 2' - 0 " 12' - 6" 1' - 6 " 9' - 4 1/4" 1' - 0 " 3' - 9 3/4"9 1/2" 6" 9 A8.11 Floor Plan 100' -0" 1 12234691011 Eave Height 138' -0" 1 A4.00 1 A4.00 5 Mezzanine 112' -0" Low Eave 136' -9" 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 38 ' - 0 " Ridge 142' -5" Downspout -By Mtl. Bldg. Mfr. Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. 7 8 10 0 A 19 ' - 0 " Light Fixture -See Elec Dwgs. Light Fixture -See Elec Dwgs. B.O. Hangar Door Opening 128' -6" Gas Meter -See Plumb Dwgs. T.O. Hangar Door 131' -6" Illuminated Building Signage -By Others, See Elec For Power Downspout -By Mtl. Bldg. Mfr. Grade Slopes, Foundation Walls Step Down 10.53.2 12' - 10 1/4"7' - 8 3/4" 1' - 0 " 6" 1' - 6 " 9' - 8 3/8"13' - 2 3/4"3' - 11 1/4"19' - 11 3/4" 2' - 6 " Floor Plan 100' -0" C MDEFGHIJKL Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" 4 A4.00 4 A4.00 A Mezzanine 112' -0" Low Eave 136' -9" Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. W:24' -0" H:16' -0" Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. Ridge 142' -5" 3 A4.00 3 A4.00 2 A4.00 2 A4.00 20 ' - 2 3 / 4 " 30 ' - 0 " Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. B 26 Ga. 'Panel Rib' Mtl. Siding (Fieldstone) -By Mtl. Bldg. Mfr. Illuminated Building Signage -By Others, See Elec For Power 10 0 F 10 8 A 8' - 6"91' - 5"91' - 5"19' - 0"19' - 8" Light Fixture -See Elec Dwgs. Exhaust Flue for Infrared Radiant Heater -See Mech Dwgs. Exhaust Flue for Infrared Radiant Heater -See Mech Dwgs. Synthetic Wood Fence A8.11 4 0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" B.O. Hangar Door Opening 128' -6" Junction Box For Point 2 Point Connection, See Elec. Dwgs 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. D.3 1' - 4 " 32 ' - 1 0 3 / 4 " 2' - 8"2' - 6" 9 A8.11 Floor Plan 100' -0" 112234691011 Eave Height 138' -0" 1 A4.00 1 A4.00 5 Mezzanine 112' -0" Low Eave 136' -9" Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. W:10' -0" H:12' -0" 36 ' - 9 " Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr.Ridge 142' -5" 78 5' - 2 1/8"85' - 0"5' - 0" 10 ' - 0 " 20 ' - 0 " 10 ' - 0 " 8' - 0 " 12 ' - 0 " Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. F1 F1 F2 2 2 Synthetic Wood Fence 10 7 A 10 6 A 10 1 A 11 1 10 8 D 10 8 E 9' - 7"37' - 3"7' - 11 3/4" Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies 9' - 0 " 9' - 0"1' - 6"17' - 0" 2 A8.11 Snowguard -Typ. Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies B.O. Hangar Door Opening 128' -6" Furnace Exhaust Fan - See Mech Dwgs. 8 A1.00 10 5 A F1 Snow Clips -Typ. At Lower Canopies 10.5 3.2 14' - 4"22' - 11" At All Exterior Wall Penetrations, Wrap Interior Side Of Opening With Sheet Waterproofing And Properly Seal Exterior Side With Caulking Or Dektite Material -See Detail 8/A8.10 South & East Foundation Walls See Structural Drawings For Stepdown Of Exposed Foundation Walls. Siding To Follow Steps In Concrete. See Arch. Details on A8.12 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 1 : 3 0 : 0 8 A M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A3.00 Building Elevations 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 3/32" = 1'-0" Ref: A1.001Building Elevation - East Scale: 3/32" = 1'-0" Ref: A2.002Building Elevation - South Scale: 3/32" = 1'-0" Ref: A2.003Building Elevation - West Scale: 3/32" = 1'-0" Ref: A2.004Building Elevation - North BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 Floor Plan 100' -0" C MDEFGHIJKL Eave Height 138' -0" 4 A4.00 4 A4.00 A Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" 3 A4.00 3 A4.00 2 A4.00 2 A4.00 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Pre-Engineered Mtl. Bldg. Frame -Paint A5.00 16 Sim 18' ø HVLS Clg. Fan - See Mech Dwgs. (Approx. Weight 400 Lbs) Provide Structural Member Between Mainframes For Mounting.Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. B 18' ø HVLS Clg. Fan - See Mech Dwgs. (Approx. Weight 400 Lbs) Provide Structural Member Between Mainframes For Mounting. A4.50 5 A4.50 2 0' - 0 1/2" / 1' - 0"0' - 0 1/2" / 1' - 0" Cl e a r H e i g h t 31 ' - 0 " Infrared Radiant Heater - See Mech Dwgs. (Approx. Weight 450 Lbs) Light Fixture -See Elec Dwgs. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Control Panel -See Elec Dwgs. D.3 30 ' - 6 " Spandrel Beam By Mtl Bldg Mfr. 18 ' - 6 " A8.11 10 Floor Plan 100' -0" 112234691011 Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" 1 A4.00 1 A4.00 5 Mezzanine 112' -0" Ridge 142' -5" 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Pre-Engineered Mtl. Bldg. Frame -Paint A5.00 16 Sim 78 Exposed Steel 'X' Bracing By Mtl. Bldg. Mfr. Clear Height 31' - 0" A4.50 1 18' ø HVLS Clg. Fan -See Mech Dwgs. (Approx. Weight 400 Lbs) Provide Structural Member Between Mainframes For Mounting. Light Fixture -See Elec Dwgs. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 8" 'Zee' Girt By Mtl. Bldg. Mfr. B.O. Hangar Door Opening 128' -6" A4.50 4 Sim T.O. Hangar Door 131' -6" 10.5 3.2 Floor Plan 100' -0" 1 12234691011 Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" 1 A4.00 1 A4.00 5 Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" A5.00 21 Sim 7 A4.50 1 8 Exposed Steel 'X' Bracing Above Portal Frame, By Mtl. Bldg. Mfr. -Paint Opp Infrared Radiant Heater - See Mech Dwgs. (Approx. Weight 450 Lbs) Light Fixture -See Elec Dwgs. 3 A8.11 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. B.O. Hangar Door Opening 128' -6" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) A4.50 4 Sim T.O. Hangar Door 131' -6" 28 GA. Int White Panel Rib Liner Panel -Up To 8'-0" 9' - 0" 10.53.2 Floor Plan 100' -0" 112234691011 Eave Height 138' -0" 1 A4.00 1 A4.00 5 Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" Mtl. Framing To Support Ceiling And Mech Units Below -See Struct Dwgs. 12' - 0" 1 1/2" Mtl Gate Assembly -Paint 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Mtl. Rake Fascia -By Mtl. Bldg. Mfr. FRP Wall Panels (FRP-1) -See Finish Legend A4.50 3 78 A4.50 6 A4.50 4 11' - 6" 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) FRP P-1 P-1 16' - 0" Car Wash Curtain And Track Assembly Pre-Engineered Mtl. Bldg. Frame -Paint 10.5 3.2 8' - 0" 11 2 10 8 C 10 8 B Spandrel Beam By Mtl Bldg Mfr.10 A8.11 Floor Plan 100' -0" CA Mezzanine 112' -0" Low Eave 136' -9" 2 A4.00 2 A4.00 B 0' - 0 1/2" / 1' - 0" 28 GA. Int White Panel Rib Liner Panel -Full Height Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 1 1/2" Mtl Gate Assembly -Paint Metal Access Ladder Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 6' - 9" 10' - 0" 20' - 0" Hold Concrete Curb Back From Door Opening 1/2" , Typ. 1/2" 6" Concrete Curb 1 A8.12 4 A8.12 A8.12 3 2 A8.12 Snow Clips -Typ. At Lower Canopies Gate Hinges 5' - 5 7/8"2' - 9"2' - 9"6' - 2"1' - 9"2' - 0"2' - 8" 3' - 2 1/8"2' - 0"10' - 11 3/4" Compressed Air Outlet - See Plumb Dwgs. Cane Bolt On Each Gate 11' - 0" Wall Mounted Car Wash Boom -See Plumb Dwgs. FRP A8.12 3 1-Hr Shaftwall With 4" CH 18 Ga. Studs @ 16" O.C. -UL# U499 Spandrel Beam By Mtl Bldg Mfr. Fire Caulking @ PEMB Structure A8.11 10 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:11 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A4.00 Building Sections 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 3/32" = 1'-0" Ref: A2.001Section 1 @ Hangar Scale: 3/32" = 1'-0" Ref: A2.004Section 3 @ Hangar Scale: 3/32" = 1'-0" Ref: A2.003Section 2 @ Hangar Scale: 3/32" = 1'-0" Ref: A2.002Section @ Lean-To Scale: 1/4" = 1'-0" Ref: A2.005Mezzanine Elevation BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 Floor Plan 100' -0" 123 Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" A8.10 1 A8.10 2 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) R-11 Batt Insulation W/ Exposed Lamtec "WMP-50" Vapor Barrier Concrete Foundation - See Struct Dwgs. A8.10 5 A8.10 4 Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" 6' - 6"1' - 6" Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Pre-Engineered Mtl. Bldg. Frame -Paint R-25 Batt Insulation W/ Vapor Barrier 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. B.O. Hangar Door Opening 128' -6" T.O. Hangar Door 131' -6" Perimeter Drain System - See Civil Dwgs. Floor Plan 100' -0" ML Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" A8.10 3 Mezzanine 112' -0" Low Eave 136' -9" 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Pre-Engineered Mtl. Bldg. Frame -Paint Downspout -By Mtl. Bldg. Mfr. Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) B.O. Hangar Door Opening 128' -6" Paint Front Face Of Engineered Mtl Bldg Members "Safety Yellow" -Finish Floor To Haunch. Typ @ All Locations In Hangar T.O. Hangar Door 131' -6" Perimeter Drain System -See Civil Dwgs. Concrete Foundation - See Struct Dwgs. A8.12 13 Sim Floor Plan 100' -0" T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" Low Eave 136' -9" 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. 8" 'Zee' Girt By Mtl. Bldg. Mfr. Concrete Slab W/ Mtl. Decking -See Struct Dwgs. 8 A8.11 1 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Suspended Acoustical Ceiling -See Finish Legend Suspended Acoustical Ceiling -See Finish Legend Mtl. Framing To Support Ceiling And Mech Units Below -See Struct Dwgs. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Unfaced Sound Batt Insulation B.O. Hangar Door Opening 128' -6" T.O. Hangar Door 131' -6" 2"6" Spandrel Beam By Mtl Bldg Mfr. 1-Hr Shaftwall With 4" CH 18 Ga. Studs @ 16" O.C. -UL# U499 Floor Plan 100' -0" T.O. Hangar Door Joint 130' -0" A Mezzanine 112' -0" Low Eave 136' -9" 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. Pre-Engineered Mtl. Bldg. Frame -Paint Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Engineered Mtl. Bldg. Frame -Paint Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. Alum. Storefront System -See Door / Window Elevations Suspended Acoustical Ceiling -See Finish Legend 3 5/8" Mtl. Stud Framing -See Specs Pre-Engineered Mtl. Bldg. Beam A8.11 2 A8.10 3 9' - 0" Cont. Gutter & Downspouts -By Mtl. Bldg. Mfr. Canopy By Mtl. Bldg. Mfr. -Provide High-Performance Paint At All Exterior Canopies A8.10 10 Sim A8.10 11 Sim B.O. Hangar Door Opening 128' -6" Opp T.O. Hangar Door 131' -6" A8.00 7 Concrete Foundation - See Struct Dwgs. A8.12 14 Floor Plan 100' -0" 12 11 Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" 8" 'Zee' Girt By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Mtl. Framing To Support Ceiling And Mech Units Below -See Struct Dwgs. Suspended Acoustical Ceiling -See Finish Legend 3 5/8" Mtl. Stud Framing -See Specs Pre-Engineered Mtl. Bldg. Frame -Paint Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) A8.10 7 B.O. Hangar Door Opening 128' -6" Opp T.O. Hangar Door 131' -6" Perimeter Drain System -See Civil Dwgs. Concrete Foundation - See Struct Dwgs. A8.12 13 Sim Spandrel Beam By Mtl Bldg Mfr. 1-Hr Shaftwall With 4" CH 18 Ga. Studs @ 16" O.C. -UL# U499 Floor Plan 100' -0" 12 Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" Low Eave 136' -9" Ridge 142' -5" Light Fixture -See Elec Dwgs. Exhaust Flue for Infrared Radiant Heater -See Mech Dwgs. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 8" 'Zee' Girt By Mtl. Bldg. Mfr. Insulated Sectional Overhead Door -See Door Schedule A8.00 9 Mtl. Rake Fascia -By Mtl. Bldg. Mfr. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr.A8.10 7 Pre-Engineered Mtl. Bldg. Frame -Paint Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) B.O. Hangar Door Opening 128' -6" T.O. Hangar Door 131' -6" A8.12 14 Concrete Foundation - See Struct Dwgs. Perimeter Drain System -See Civil Dwgs. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:12 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A4.50 Wall Sections 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/2" = 1'-0" Ref: A4.001Wall Section @ Hangar Door Scale: 1/2" = 1'-0" Ref: A4.002Wall Section @ Hangar Eave Scale: 1/2" = 1'-0" Ref: A4.003Wall Section @ Mezzanine Scale: 1/2" = 1'-0" Ref: A4.005Wall Section @ Lean-to Eave Scale: 1/2" = 1'-0" Ref: A4.004Wall Section @ CL 12 Scale: 1/2" = 1'-0" Ref: A4.006Wall Section @ CL 1 BTN-1 06-16-23 BTN-1 BTN-1 D24 " 24" 24 " 24" 24 " HB 48 " 48 0 V 60 A 3ø CR CR CR Ca m e r a Ca m e r a Ca m e r a CA CA Coiling Door Misc. Metal Frame 10 Ga. Bent Metal Header By Misc.Metals Contractor-Paint 3"8" See Sched. Se e S c h e d . 8" 2' - 9 " Se e S c h e d . See Sched. See Sched. Se e S c h e d . See Sched. Se e S c h e d . See Sched. Se e S c h e d . See Door Details For Dimensions 47' - 8"137' - 4" 185' - 0" 137' - 4"47' - 8" 185' - 0" 24' - 0 5/8"136' - 10 3/4"24' - 0 5/8" 185' - 0" 185' - 0" Hangar Door Operator Hangar Door Operator Hangar Door Operator Hangar Door Operator C C 6 6 A A A5 . 0 0 A5 . 0 0 11 12 14 13 A5 . 0 0 6A5 . 0 0 10 9 8 7 4 3 5 Toilet 103 Toilet 102 Jan/Storage 104 101B101A 10 2 10 3 104 Hall 101 GSE Office 110 Mech 111 77 88 B B 1' - 4 3 / 8 " 2' - 1 1 " 3' - 3 7 / 8 " 5' - 1 " 2' - 3 1 / 8 " 1' - 5 3 / 8 " 3' - 0 " 3' - 3 1 / 4 " 4' - 1 1 1 / 2 " 2' - 3 1 / 8 " Fl:TLF-1 Fl:TLF-1 Fl:TLF-1 Fl:EPX-3 Fl:EPX-2 Fl:EPX-3 Fl:EPX-3 FRP TLW-1 /TLB-1 P-1 / T L B -1 P-1 /TLB-1 P-1 /TLB-1 See Elev. See Elev. See Elev. See Elev.See Elev. FRP P-1 /RB-1 IT 109 P-1 /RB-1 Provide 3/4" AC Plywood -Paint 109 111 11 0 A 11 0 B P-1 /RB-1 P-1 /RB-1 Run Backsplash Tile To Edge Of Counter, Finish w/ Schluter Trim TR1 TR1 TR1 A5.0021 TR4 TR4 CG CG TL W -1 TL W -1 A2.01 2 5"ø Grommet In Counter For Trash Floor Plan 100' -0" P-1 TLW-1 5' - 0 " 4 8TR1 P-1 5' - 0 " 5 23 5 44 77 6 6 1 TR1 TR1 6' - 1 3/4" TLW-1 TLW-1 Floor Plan 100' -0" P-1 TLW-1 5' - 0 " TR1 Floor Plan 100' -0" P-1 TLW-1 5' - 0 " 2 6 1 3 TR1 Floor Plan 100' -0" TLW-1 P-1 5' - 0 " 2 3 1 TR1 Floor Plan 100' -0" P-1 TLW-1 5' - 0 " TR1 Floor Plan 100' -0" P-1 TLW-1 5' - 0 " 5 32 4 4 7 7 1 TR1 TR1 TLW-1 Urinal Screen Floor Plan 100' -0" P-1 TLW-15' - 0 " 4 8 TR1 Floor Plan 100' -0" 4' - 0 " 4" 4' - 0" RB-1 P-1 FRP Floor Plan 100' -0" 4' - 0 " 4" 4' - 0" P-1 FRP RB-1 9 A8.11 2' - 0 " 2' - 1 0 " Filler 1' - 7 1/8"1' - 8"3' - 3"Filler TLW-1 P-1 4' - 1 0 " TR1 PL-1 SS-1 3' - 1 0 " 7 A8.12 6 A8.12 5 A8.12 9 5"ø Grommet In Counter For Trash TLW-1 6" Based On Kawneer 451T Temp. Door Type 41 2' - 4"3' - 3" 5' - 7" 2" 2' - 0 " 2" 4' - 8 " 2" 7' - 2 " F1 7 A8.00 8 A8.00 Floor Plan 100' -0" 2' - 0 " 3' - 0 " 2' - 6" GPU -480V, 60A, 3ph - See Elec Dwgs. Duplex Receptacle -See Elec Dwgs. Hose Bib -See Plumb Dwgs. 3/4" Solid Acrylic (White) 7"8"9"6" 1 HM Window w/ Fire Rated Glass 2" 4' - 0 " 2" 2' - 1 0 " 2"4' - 4"2" 7' - 2 " 4' - 8" 5 A8.11 6 A8.11 7 A8.11 F2 7' - 2 " 5' - 0" 1' - 9"3' - 3" 2" 4' - 8 " 2" 2' - 0 " 2" Based On Kawneer 451T Door Type 41 Temp. 8 A8.00 7 A8.00 2" 4' - 0 " 2" 2' - 1 0 " 7' - 2 " 6' - 0" 2 Alum Frame Based On Kawneer 451T 2"5' - 8"2" 17 A8.00 16 A8.00 18 A8.00 Paint Front Face Of Engineered Mtl Bldg Members "Safety Yellow" -Finish Floor To Haunch. Typ @ All Locations In Hangar Floor Plan 100' -0" 3' - 0" 6"8"7"8"7" GPU -480V, 60A, 3ph - See Elec Dwgs. Duplex Receptacle -See Elec Dwgs. Hose Bib -See Plumb Dwgs. Compressed Air Outlet - See Plumb Dwgs. 5' - 0 " 2' - 0 " 3' - 0 " 3/4" Solid Acrylic (White) Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/ 1 6 / 2 0 2 3 1 : 0 1 : 2 7 P M C: \ U s e r s \ j p a s c a r e l l a \ D o c u m e n t s \ 2 0 2 2 0 9 A A S - R I L , H g r 6 ( 2 0 2 1 ) _ j r a t n e r 2 5 3 2 . r v t A5.00 Schedules & Int. Elevations 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Door Schedule Door # Door Panel Info Frame Info Details Fire Rating Hardware Set # Finishes Comments Door Size Door Material Door Type Glazing Type Frame Material Frame Type Detail Head Detail Jamb Detail Sill Door Panel Finish Mark Door Frame Finish MarkWidth Height Thickness 100A 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 3/A8.00 4/A8.00 01 DP-2 DF-2 100D 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 3/A8.00 4/A8.00 01 DP-2 DF-2 100E 10' - 0" 10' - 0" 2" Sect. 70 Mtl High 9/A8.00 10/A8.00 12 Factory Factory High Lift Sectional Door 100F 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 11/A8.00 12/A8/00 13/A8.00 02 DP-3 DF-3 101A 3' - 0" 7' - 0" 1 3/4" Alum. 41 Temp. Alum. - 7/A8.00 8/A8.00 -- 11 Factory Factory 101B 3' - 0" 7' - 0" 1 3/4" HM 3 Fire HM F-A 5/A8.00 6/A8.00 45 Min. 09A DP-1 DF-1 102 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 1/A8.00 2/A8.00 10 DP-1 DF-1 103 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 1/A8.00 2/A8.00 10 DP-1 DF-1 104 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 5/A8.00 6/A8.00 45 Min. 07 DP-1 DF-1 105A 3' - 0" 7' - 0" 1 3/4" Alum. 41 Temp. Alum. - 7/A8.00 8/A8.00 -- 11 Factory Factory 105B 3' - 6" 7' - 0" 1 3/4" HM 3 Fire HM F-A 5/A8.00 6/A8.00 45 Min. 08 DP-1 DF-1 106A 3' - 0" 7' - 0" 1 3/4" Alum. 41 Temp. Alum. - 7/A8.00 8/A8.00 -- 11 Factory Factory 106B 3' - 6" 7' - 0" 1 3/4" HM 3 Fire HM F-A 5/A8.00 6/A8.00 45 Min. 08 DP-1 DF-1 107A 3' - 0" 7' - 0" 1 3/4" Alum. 41 Temp. Alum. - 7/A8.00 8/A8.00 -- 11 Factory Factory 107B 3' - 6" 7' - 0" 1 3/4" HM 3 Fire HM F-A 5/A8.00 6/A8.00 45 Min. 08 DP-1 DF-1 108A 24' - 0" 16' - 0" 2" Sect. 70 Mtl High 9/A8.00 10/A8.00 12 Factory Factory High Lift Sectional Door 108B 8' - 0" 8' - 0" 3/4" Coil. 60 Mtl - 14/A8.00 15/A8.00 45 Min. 12 Factory Factory Fire Rated Coiling Door 108C 3' - 0" 7' - 0" 1 3/4" HM 3 Fire HM F-A 5/A8.00 6/A8.00 45 Min. 09 DP-1 DF-1 108D 10' - 0" 12' - 0" 2" Sect. 70 Mtl High 9/A8.00 10/A8.00 12 Factory Factory High Lift Sectional Door 108E 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 3/A8.00 4/A8.00 04 DP-2 DF-2 109 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 5/A8.00 6/A8.00 45 Min. 03 DP-1 DF-1 110A 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 1/A8.00 2/A8.00 05 DP-1 DF-1 110B 3' - 0" 7' - 0" 1 3/4" HM 3 Temp. HM F-A 1/A8.00 2/A8.00 05 DP-1 DF-1 111 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 3/A8.00 4/A8.00 01 DP-2 DF-2 112 3' - 0" 7' - 0" 1 3/4" HM 1 HM F-A 11/A8.00 12/A8/00 13/A8.00 90 Min. DP-1 DF-1 Scale: 1/16" = 1'-0"1 Hangar Door Diagrams Door Panel Finish Schedule Door Panel Finish Mark Manufacturer Product Line Color Comments (none) DP-1 Sherwin Williams SW7019 Gauntlet Gray DP-2 Sherwin Williams SW7541 Grecian Ivory DP-3 Sherwin Williams SW7639 Ethereal Mood Factory Factory Finish -- -- -- Door Frame Finish Schedule Door Frame Finish Mark Manufacturer Product Line Color Comments (none) DF-1 Sherwin Williams SW7019 Gauntlet Gray DF-2 Sherwin Williams SW7541 Grecian Ivory DF-3 Sherwin Williams SW7639 Ethereal Mood Factory Factory Finish -- -- -- Scale: 1/4" = 1'-0" Ref: A2.002Enlarged RR Plan Scale: 3/8" = 1'-0" Ref: A5.005Women's RR 3 Scale: 3/8" = 1'-0" Ref: A5.004Women's RR 2 Scale: 3/8" = 1'-0" Ref: A5.006Women's RR 4 Scale: 3/8" = 1'-0" Ref: A5.003Women's RR 1 N Scale: 3/8" = 1'-0" Ref: A5.009Men's RR 3 Scale: 3/8" = 1'-0" Ref: A5.0010Men's RR 4 Scale: 3/8" = 1'-0" Ref: A5.008Men's RR 2 Scale: 3/8" = 1'-0" Ref: A5.007Men's RR 1 Scale: 3/8" = 1'-0" Ref: A2.0012Janitor Elevation 2 Scale: 3/8" = 1'-0" Ref: A2.0011Janitor Elevation 1 Scale: 3/8" = 1'-0" Ref: A2.0013Coffee BarScale: 3/8" = 1'-0" Ref: A2.0014Drinking Fountains Scale: 3/8" = 1'-0" Ref: A2.0016Typical Utility Pedistal Restroom Accessories Schedule 1 1 1/2" Dia. SS Grab Bar W/ Snap Flange - Bobrick B-6806 x 18 2 1 1/2" Dia. SS Grab Bar W/ Snap Flange - Bobrick B-6806 x 42 3 1 1/2" Dia. SS Grab Bar W/ Snap Flange - Bobrick B-6806 x 36 4 Mirror (2'-0" x 3'-0") Bobrick B-165 2436 5 Bobrick Toilet Seat Cover Dispenser B-221 6 Bobrick B-2840 Toilet Paper DIspenser w/ Shelf 7 Bobrick Soap Dispenser - B-828 8 Recessed Paper Towel & Trash, Georgia Pacific Recessed Trash 59451 w/Enmotion Paper Towel Dispenser #59466A 9 Paper Towel Dispenser - enMotion Impulse 8" Scale: 3/4" = 1'-0"20 Safety Yellow @ Columns Scale: 3/8" = 1'-0" Ref: A2.0021Utility Pedestal w/ CA Finish Schedule Code Manufacturer Product Line Color Size Comments FRP FRP Crane Composites Sandstone Texture Shelter Cove Gray,1281 N/A Varietex Paint P-1 Sherwin Williams N/A Repose Gray SW 7015 N/A P-2 Sherwin Williams N/A Snowbound SW7004 N/A Plastic Laminate PL-1 Wilsonart Premium Laminate Walnut Heights 7965K-12 -- Softgrain Finish Solid Surface SS-1 Wilsonart Mystique 9200CS -- -- Tile Wall TLW-1 Concept Surface Clark Silver 12" x 24" Grout: Custom Building Products: Driftwood #542, Grount Jiont 1/8" Finish Schedule - Wall Base Finish Type Mark Manufacturer Product Line Color Size Comments Rubber Base RB-1 Johnsonite Millwork - Reveal 4 1/2" Base - MW-XX-F 55 Silver Grey WG 4.25" Tile Base TLB-1 Concept Surfaces Clark Silver 12" x 24" - Cut To 6" x 24" Use Schluter Trim On Top Of Tile BTN-1 06-16-23 BTN-1 Rated Wall Heada@ Simple Saver Insulation Rated Wall Headb@ Concrete Decking 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation 5/8" Type 'X' Gyp Bd. 2 1/2" 25 Ga. Retaining Angle Attached To Deck @ 12" O.C. Firesafing Insulation Fire Caulking @ PEMB Structure Crossing Through Rated WallConcrete Slab -See Struct Dwgs. 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation Full Cavity Skyliner System Insulation W/ Vapor Barrier In Roof (R-40 Minimum) 8" Purlin W/ Thermal Block By Mtl. Bldg. Mfr. 1A 5/8"3 5/8"5/8" 4 7/8" Rating Not Rated UL Listing -- Comments Partition To Extend To Structure Above. Provide Slip Head @ Top Of Wall Assembly Rubber Base -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. Suspended Acoustical Ceiling -See Finish Legend 1B Rating Not Rated UL Listing -- Comments Partition To Extend 6" Above Ceiling. 3 5/8"5/8" 6" Rubber Base -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation Suspended Acoustical Ceiling -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 6" 2 5/8"6"5/8" 7 1/4" Rating Not Rated UL Listing -- Comments Partition To Extend 6" Above Ceiling. 5/8" Type 'X' Gyp Bd. 6" 20 Ga. Studs @ 16" O.C. Rubber Base -See Finish Legend Unfaced Sound Batt Insulation Suspended Acoustical Ceiling -See Finish Legend 6" 20 Ga. Studs @ 16" O.C. 2A 5/8"6"5/8" 7 1/4" Rating Not Rated UL Listing -- Comments Partition To Extend To Structure Above. Provide Slip Head @ Top Of Wall Assembly 6" 20 Ga. Studs @ 16" O.C. Rubber Base -See Finish Legend 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation Suspended Acoustical Ceiling -See Finish Legend 6" Slip Head Track 5R Rating 1-Hour UL Listing UL# U499 Comments Provide Slip Head @ Top Of Wall Assembly 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner 4" CH Stud (18 Ga) 1' - 7" 8" 3' - 6"1' - 0" 1' - 6" 3' - 3" 8" 1' - 7" Accessible Toilet Fixture Dimensions Standard Toilet Fixture Dimensions Max. 3' - 8" 25" Counter 2' - 10" Accessible Toilet Accessory Dimensions See Reach Depth Chart 4' - 0" Max. Feminine Napkin Dispenser Max. 2' - 10" 3' - 3" 1' - 7" 2' - 0" 1' - 3" 3' - 8" 1' - 7" 3' - 8" 2' - 11 1/4" 1' - 7" 2' - 0" 4' - 8" 2' - 11 1/4" 1' - 6"1' - 8" 1' - 8"Clear 1 1/2" 1' - 6" 3' - 3" 6"3' - 0" Clear 1 1/2" 2' - 0" 1' - 7" 2' - 0" 1' - 3" 1' - 6" 1' - 6" Non-Accessible Accessible Clear Floor Area 2' - 6" (40" Min) Shelves: 48" Max 1' - 5" 2' - 0" To Reflective Surface Max. 3' - 4" Coat Hook: 48" Max. Maximum Reach Depth Maximum Reach Height 0.5 inches 48 inches 2 inches 46 inches 5 inches 42 inches 6 inches 40 inches 9 inches 36 inches 11 inches 34 inches Table 606.7 Maximum Reach Depth and Height Clear Floor Space 2' - 6" 3' - 0" 3' - 6" 2' - 11 1/4" 1' - 6" 2' - 9 1/8" 1' - 6" 3' - 4" 2' - 11 1/4" 1' - 6" 3' - 4" 4" 3' - 2" 10" Shower Controls W/ In 15" Of Center 4" 1' - 6" 1' - 6" 3' - 0" 4" 2' - 9 1/8" 1' - 0"3' - 0" 3' - 0" 4' - 0" 3' - 0" 3B Rating Not Rated UL Listing -- Comments Partition To Extend 11'-6" AFF 3 5/8"5/8" 6" 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation Suspended Acoustical Ceiling -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. FRP Wall Panels (FRP-1) -See Finish Legend (3) 1/2" Beads Of Sealant -Cont. -Typ. 6"4 1/2"Backer Rod & Sealant -Typ. 6" Concrete Curb 3A 5/8"3 5/8"5/8" 4 7/8" Rating Not Rated UL Listing -- Comments Partition To Extend To Structure Above. Provide Slip Head @ Top Of Wall Assembly 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. (3) 1/2" Beads Of Sealant -Cont. -Typ. 6"4 1/2"Backer Rod & Sealant -Typ. 6" Concrete Curb FRP Wall Panels (FRP-1) -See Finish Legend A8.12 1 1R 5/8"3 5/8"5/8" 4 7/8" Rating 1-Hour UL Listing UL# U465 Comments Provide Slip Head @ Top Of Wall Assembly Rubber Base -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation 6" Corner Bead -Typ. 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner 4" CH Stud (18 Ga) 5RA Rating 1-Hour UL Listing UL# U469 Comments Provide Slip Head @ Top Of Wall Assembly 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) 6"4 1/2" Backer Rod & Sealant -Typ. 6" Concrete Curb 2-1/2" CH Stud (25 ga) (3) 1/2" Beads Of Sealant -Cont. -Typ. 5RB Rating 1-Hour UL Listing UL# U415 System B, AER-09038 Comments Provide Slip Head @ Top Of Wall Assembly 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner 4" CH Stud (18 Ga) 2-1/2" CH Stud (25 ga) Boiler Room Ceiling 1"1 1/2"5/8" 3 1/8" 1" 3" 5/8" 5/8" 5 1/4" 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) 5/8" 1" 1 1/2" 5/8" 5/8" 4 3/8" 5/8" 1" 1 1/2"5/8" 5/8" 2 Layers 5/8" Type 'X' Gyp Bd2 Layers 5/8" Type 'X' Gyp Bd AREA OF REFUGE AREA OF REFUGE 48 " M i n * To L o w e s t T a c t i l e L e t t e r s 60 " M a x To H i g h e s t T a c t i l e L e t t e r s *Note: For Braille mounting height to baseline of Braille cell 45° CL 18" Min. 18" Min. Centered On Tactile Characters 4R 5/8" 5/8" 3 5/8" 5/8" 5/8" 6 1/8" Rating 2 Hour Fire Rated UL Listing UL Des U419 Comments Partition To Extend To Structure Above. Rubber Base -See Finish Legend 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Unfaced Sound Batt Insulation 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. 6R Rating 2-Hour UL Listing UL# U415 System B Comments 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) 1"1 3/8" 5/8" 5/8" 3 5/8" 2 Layers 5/8" Type 'X' Gyp Bd Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:13 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A5.01 ADA Standards & Partition Types 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 Ga s 4 A3 . 0 0 C C M M 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 D D E E F F G G H H I I J J K K L L 1 A3.00 3 A3.00 2 A3 . 0 0 1 A4.00 1 A4.00 4 A4.00 4 A4.00 Hangar 100 20' - 0" A A 55 Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 Suite C 107 GSE 108 GSE Office 110 IT 109 SAC-1 9' -0" SAC-1 9' -0" SAC-1 9' -0" SAC-1 9' -0" SAC-1 9' -0" SAC-1 9' -0" SAC-1 9' -0" A4 . 0 0 5 3 A4.00 3 A4.00 2 A4.00 2 A4.00 150' - 0" 200' - 0"30' - 0" 230' - 0" 16' - 1 1/4" 16' - 2 3/8" 77 Furnace Supported From Structure Above Ceiling, Approx. Weight is 200Lbs -Typ. -See Mech Location 88 B B 18' ø HVLS Clg. Fan - See Mech Dwgs. (Approx. Weight 400 Lbs) Provide Structural Member Between Mainframes For Mounting. 18' ø HVLS Clg. Fan - See Mech Dwgs. (Approx. Weight 400 Lbs) Provide Structural Member Between Mainframes For Mounting. HSW-1 9' -0" Boiler 112 Exhaust Flue for Infrared Radiant Heater -See Mech Dwgs. 6" Fire Sprinkler Main, 40plf, Supported At Each Purlin 6" Fire Sprinkler Main, 40plf, Supported At Each Purlin Infrared Radiant Heater - See Mech Dwgs. (Approx. Weight 450 Lbs) 28' - 0"48' - 0 3/8"48' - 0 3/8"48' - 0 3/8"27' - 10 3/4" Infrared Radiant Heater - See Mech Dwgs. (Approx. Weight 450 Lbs) Light Fixture -See Elec Dwgs. Pre-Engineered Mtl. Bldg. Frame -Paint 3 A8.11 4 A1 . 0 0 Manual Mecho Shades A5.0021 6' ø HVLS Clg. Fan - See Mech Dwgs. D.3 D.3 10.510.5 3.2 3.2 51' - 3"97' - 6"51' - 3" 20' - 7" 20' - 7" 20' - 7" 1' - 6" 22' - 1" 20' - 7" 20' - 7" 9' - 7" 28' - 0"48' - 0 3/8"48' - 0 3/8"48' - 0 3/8"27' - 10 3/4" GYP-1 8' -6" 1' - 5 1/2" 9 1/2" GYP-1 8' -6" 9 1/2" 9 A8.11 Fire Caulking @ PEMB Structure Crossing Through Rated Wall Fire Caulking @ PEMB Structure Crossing Through Rated Wall Fire Caulking @ PEMB Structure Crossing Through Rated Wall 4 A3 . 0 0 C C 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 1 A4.00 1 A4.00 A A 55 2 A4.00 2 A4.00 Line Of Mezzanine Below 7 7 Non Occupied Space 88 B B 10.510.5 3.2 3.2 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:15 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A7.00 Reflected Ceiling Plan -First Floor 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 3/32" = 1'-0" Ref: A1.001Reflected Ceiling Plan Finish Schedule - Ceiling Materials Type Mark Manufacturer Product Line Color Size Comments Horizontal Shaft Wall HSW-1 Sherwin Williams -- Snowbound SW-7004 -- -- Painted Gyp. Bd. Ceiling GYP-1 Sherwin Williams -- Snowbound SW-7004 -- -- Suspended Acoustical Ceiling SAC-1 Armstrong Armstrong Dune # 1773, 15/16" Prelude Grid in White White 2'x4' N Scale: 3/32" = 1'-0" Ref: A3.002Mezzanine N BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 5/8"3 5/8"5/8" 2"2 3/8"1 5/8" 5 7/8" 4 7/8" 5/8" Type 'X' Gyp Bd. Sealant, Both Sides - Typ. Cont. Mtl. Stud Header - See Specs HM Double Rabbet Frame -See Door Schedule HM Door & Frame - Paint -See Door Schedule 5/8" 2" 5/8" 3 5/8" 5/8" 2" 2 3/8" 1 5/8" 5 7/8" 4 7/8" 5/8" Type 'X' Gyp Bd. Sealant, Both Sides -Typ. 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. HM Double Rabbet Frame -See Door Schedule HM Door & Frame - Paint -See Door Schedule Unfaced Sound Batt Insulation 5/8"2" 1 1/4"8"1 1/4" Sealant -Typ. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. HM Double Rabbet Frame -See Door Schedule 1 5/8"2 3/8"2" 5 7/8" 2" 5/8" Sealant -Typ. Prefinished Mtl 'J' Trim -By Mtl Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum)Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. 1 5/8" 2 3/8" 2" 5 7/8" 2"5/8" HM Door & Frame - Paint -See Door Schedule 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 1 1/4" 8" 1 1/4" 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) -By Mtl. Bldg. Mfr. 5/8"3"1"1/2"8"1 1/4" Sealant -Typ. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. HM Double Rabbet Frame -See Door Schedule 1 5/8"2 3/8"2" 5 7/8" 2" 5/8" 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 1' - 2 3/8" 1" Fire Shield Shaft Liner 4" CH Stud (18 Ga) 5/8" Type 'X' Gyp Bd. Tapeable 5/8" J Casing Bead -Typ. Sealant -Typ. 1" Fire Shield Shaft Liner 5/8" 3" 1" 1/2" 8" 1 1/4" Sealant -Typ. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum)Pre-Finished Mtl. Trim -By Mtl. Bldg. Mfr. HM Double Rabbet Frame -See Door Schedule 1 5/8" 2 3/8" 2" 5 7/8" 2"5/8" 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim -By Mtl Bldg. Mfr. 4" CH Stud (18 Ga) 1" Fire Shield Shaft Liner Sealant -Typ. Tapeable 5/8" J Casing Bead -Typ. 5/8" Type 'X' Gyp Bd. 1' - 2 3/8" 1" Fire Shield Shaft Liner Grid 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 8" 'Cee' Girt By Mtl. Bldg. Mfr. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. Insulated Sectional Overhead Door -See Door Schedule 8"1 1/4" Gr i d Overhead Door Guide & Support Assembly Insulated Sectional Overhead Door -See Door Schedule Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 1 1/2" 8" 1 1/4" A 1 1/4"8"1/2"3 5/8"5/8" 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. Sealant -Typ. Tapeable 5/8" J Casing Bead -Typ. Corner Bead -Typ. 5/8" Type 'X' Gyp Bd. Cont. Mtl. Stud Header - See Specs 8" 'Cee' Girt By Mtl. Bldg. Mfr. Alum. Door Head -See Door Schedule 2" 4 1/2" AA 1 1/4" 8" 1/2" 3 5/8" 5/8" 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Tapeable 5/8" J Casing Bead -Typ. Sealant -Typ. Alum. Door Jamb -See Door Schedule 2" 4 1/2" 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 1 1/4"8"1 1/4" Sealant -Typ. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. HM Double Rabbet Frame -See Door Schedule 1 5/8"2 3/8"2" 5 7/8" 2" 5/8" Hangar Door Structure - By Hangar Door Mfr. Sealant -Typ. Prefinished Mtl 'J' Trim -By Mtl Bldg. Mfr. Hangar Door Structure -By Hangar Door Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum)Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. 1 5/8" 2 3/8" 2" 5 7/8" 2"5/8" HM Door & Frame - Paint -See Door Schedule 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 1 1/4" 8" 1 1/4" 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) -By Mtl. Bldg. Mfr. Steel Rail By Hangar Door Mfr. (Hangar Door Rail Installer To Clean Rail Prior To Hangar Door Installation) HM Door & Frame - Paint -See Door Schedule Continuous Mtl. Closure Sheeting By Hangar Door Mfr. -Paint 1 1/4"8"1 1/4" 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum)Verify w/ Door Mfr 1' - 9" Throat Width 1' - 0 1/8" O.H. Coiling Door -See Door Schedule 10 Ga. Bent Metal Header By Misc.Metals Contractor-Paint 4" 5/8"1 1/2"1"1/2"8"1 1/4" Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. 1' - 0 7/8" Fire Caulking @ PEMB Structure Crossing Through Rated Wall Prefinished Mtl 'J' Trim -By Mtl Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Throat Width 1' - 0 1/8" 4" 4" Coiling Door Jamb Assembly -Paint 5/8" Type 'X' Gyp Bd. 2-1/2" CH Stud (25 ga) 1" Fire Shield Shaft Liner 5/8" 1 1/2" 1" 1/2" 8" 1 1/4" Fire Caulking @ PEMB Structure Crossing Through Rated Wall A Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr.Alum. Window -See Window Elevations Sealant -Typ. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 4 1/2" 2" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 1 1/4"8"1 1/4" 26 Ga. 'Panel Rib' Mtl. Siding (Fieldstone) -By Mtl. Bldg. Mfr.28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. AA 1 1/4" 8" 1 1/4" Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. Alum. Window -See Window Elevations Sealant -Typ. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 4 1/2" 2" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) A Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. Alum. Window -See Window Elevations 8" 'Cee' Girt By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 4 1/2" 2" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 1 1/4"8"1 1/4" 26 Ga. 'Panel Rib' Mtl. Siding (Fieldstone) -By Mtl. Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. Anodized Alum. Sill Sealant, Both Sides - Typ. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:15 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A8.00 Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 3" = 1'-0"1 HM Door Head @ 3 5/8" Stud Wall Scale: 3" = 1'-0"2 HM Door Jamb @ 3 5/8" Stud Wall Scale: 3" = 1'-0"3 HM Door Head @ Girt Wall Scale: 3" = 1'-0"4 HM Door Jamb @ Girt Wall Scale: 3" = 1'-0"5 HM Door Head @ Girt Wall w/Shaft Wall Scale: 3" = 1'-0"6 HM Door Jamb @ Girt Wall w/Shaft Wall Scale: 3" = 1'-0" Ref: A4.509OH Door Head @ Girt Wall Scale: 3" = 1'-0"10 OH Door Jamb @ Typ. Girt Wall Scale: 3" = 1'-0" Ref: A4.507Alum Door Head @ Girt w/ Stud Wall Scale: 3" = 1'-0" Ref: A5.008Alum Door Jamb @ Girt w/Stud Wall Scale: 3" = 1'-0"11 HM Door Head @ Hgr Door Scale: 3" = 1'-0"12 HM Door Jamb @ Hgr Door Scale: 3" = 1'-0"13 HM Door Sill @ Hgr Door Scale: 3" = 1'-0"14 Coiling Door Head @ Girt Wall Scale: 3" = 1'-0"15 Coiling Door Jamb @ Girt Wall Scale: 3" = 1'-0" Ref: A5.0016Alum Window Head Scale: 3" = 1'-0" Ref: A5.0017Alum Window Jamb Scale: 3" = 1'-0" Ref: A5.0018Alum Window Sill BTN-1 06-16-23 BTN-1 BTN-1 BTN-1 Mezzanine 112' -0" 8 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. 8" 'Zee' Girt By Mtl. Bldg. Mfr. Concrete Slab W/ Mtl. Decking -See Struct Dwgs. 6" 20 Ga. Studs @ 16" O.C. 5/8" Type 'X' Gyp Bd. Sealant -Typ. Mtl Bldg. Endwall Column By Mtl. Bldg. Mfr. Mtl. Framing To Support Ceiling And Mech Units Below -See Struct Dwgs. Cont. Pour Stop Steel Beam By Mtl. Bldg. Mfr. -Paint 8"2"6"5/8" Floor Plan 100' -0" A Mezzanine 112' -0" 10 7/8" 1' - 5" 0 ' - 8 " / 1 ' - 0 " Steel Beam By Mtl. Bldg. Mfr. -Paint 4' - 3 1/4" 2' - 9" 9' - 0" 3' - 1 1/4" HSS 3x3x 3/16" Welded Steel Bracket At Each End Of Canopy -By Mtl Bldg Mfr. Paint All Exposed Metal HSS 3x3x 3/16" Cross Beams Spanning Between Brackets -Typ. By Mtl Bldg Mfr. Paint All Exposed Metal 24 Ga Standing Seam Mtl Roof (SSR) W/ Galvalume Finish -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 6" x 1/4" Knife Plate - Attach To Portal Frame - By Mtl. Bldg. Mfr. 4" x 6" x 1/4" Knife Plate -Attach To Supplemental Structure - By Mtl. Bldg. Mfr. Structure For Lower Mounting Point -By Mtl. Bldg. Mfr. Provide Flashing At Knife Plate -By Mtl. Bldg. Mfr. 1/4" Gap From Siding To HSS 3x3 Structure Pre-Finished Gutter -By Mtl. Bldg. Mfr. Snow Clips -Typ. At Lower Canopies Floor Plan 100' -0" D E T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" 10' - 0" 20' - 0" 2 3/4" 30' - 2 3/4" 2 3/4" 26 Ga. 'Panel Rib' Mtl. Siding (Fieldstone) -By Mtl. Bldg. Mfr. 30' - 0" 23' - 3 3/4" Door Panel Sheeting Cont. Mtl. Liner Panel Clip -By Mtl. Bldg. Mfr. 4 A8.10 5 A8.10 3' - 4"4' - 0 5/8" 4' - 8 1/2" No Sill At Man Door In Hangar Door B.O. Hangar Door Opening 128' -6" Translucent 'Glasteel Acylit GC' Panels (Both Sides) -By Mtl. Bldg. Mfr. T.O. Hangar Door 131' -6" D.3 C 5/8" 5/8" 3" 1" 4 5/8" Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 8" 'Zee' Girt By Mtl. Bldg. Mfr. 1" Fire Shield Shaft Liner 5/8" 2 1/4"1" 5/8" 5/8"1 1/2" 1" 1/2"8" 1" Fire Shield Shaft Liner 5/8" Type 'X' Gyp Bd. 5/8" Type 'X' Gyp Bd. 4" CH Stud (18 Ga) Boiler Room Ceiling 9 1/8" 2-1/2" CH Stud (25 ga) 2-1/2" CH Stud (25 ga) 4" CH Stud (18 Ga) 1" Fire Shield Shaft Liner Boiler Room GSE 2 Layers 5/8" Type 'X' Gyp Bd 1" Fire Shield Shaft Liner C 5/8"2 1/2"1/2"8"1 1/4" Sealant -Typ. Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. HM Window Frame 1 5/8"2 3/8"2" 5 7/8" 2" 5/8" 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 'Firelite' -Fire Rated Glass System 1' - 0 7/8" 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) Tapeable 5/8" J Casing Bead -Typ. Sealant -Typ. C C 5/8" 1 1/2" 1" 1/2" 8" 1 1/4" Sealant -Typ. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim -By Mtl. Bldg. Mfr. HM Window Frame 1 5/8" 2 3/8" 2" 5 7/8" 2"5/8" 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Prefinished Mtl 'J' Trim -By Mtl Bldg. Mfr. 1' - 0 7/8" 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) Sealant -Typ. Tapeable 5/8" J Casing Bead -Typ. 5/8" Type 'X' Gyp Bd. 'Firelite' -Fire Rated Glass System C 5/8" 1 1/2" 1" 1/2" 8"1 1/4" Sealant -Typ. Prefinished Mtl 'J' Trim - By Mtl Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (Full Height) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) Pre-Finished Mtl. Trim - By Mtl. Bldg. Mfr. HM Window Frame 1 5/8"2 3/8"2" 5 7/8" 2" 5/8" 5/8" Type 'X' Gyp Bd. Sealant -Typ. Anodized Alum. Sill 5 5/8" 1" Fire Shield Shaft Liner 2-1/2" CH Stud (25 ga) 1' - 0 7/8" 'Firelite' -Fire Rated Glass System C Mezzanine 112' -0" Cont. Pour Stop 5/8" Type 'X' Gyp Bd. 2-1/2" CH Stud (25 ga) 1" Fire Shield Shaft Liner 8" 'Zee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 4" Cont. Pour Stop Concrete Slab W/ Mtl. Decking -See Struct Dwgs. 9 A8.11 9 3/4" 9 Mezzanine 112' -0" Elev: 109' - 0" Elev: 108' - 6" Pre-Engineered Mtl. Bldg. Beam Fire Caulking @ PEMB Structure Crossing Through Rated Wall 5/8" Type 'X' Gyp Bd. 3 5/8" 20 Ga. Mtl. Studs @ 16" O.C. Suspended Acoustical Ceiling -See Finish Legend 5/8" Type 'X' Gyp Bd. Corner Bead -Typ. 5/8"8 1/8"8 1/8"5/8" 1' - 5 1/2" C HANGARLEAN-TO 4" CH Stud (18 Ga) 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner Spandrel Beam By Mtl Bldg Mfr. 4 1/2" 5/8"3"1"1/2"8" 10" 4" CH Stud (18 Ga) 1" Fire Shield Shaft Liner 5/8" Type 'X' Gyp Bd. 4" CH Stud (18 Ga) 5/8" Type 'X' Gyp Bd. 1" Fire Shield Shaft Liner Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:16 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A8.11 Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1 1/2" = 1'-0" Ref: A2.011 Detail @ Mezzanine Floor Connection @ CL 8 Scale: 3/4" = 1'-0" Ref: A3.002Detail @ Canopy Connection Scale: 3/8" = 1'-0" Ref: A3.004Hangar Door Panel Elevation Scale: 3" = 1'-0" Ref: A2.013Detail @ Shaft Wall & Ceiling Scale: 3" = 1'-0" Ref: A5.005Interior HM Window Head Scale: 3" = 1'-0" Ref: A5.006Interior HM Window Jamb Scale: 3" = 1'-0" Ref: A5.007Interior HM Window Sill Scale: 3" = 1'-0"8 Mezzanine Floor @ Shaft Wall BTN-1 06-16-23 BTN-1 BTN-1 Scale: 1 1/2" = 1'-0" Ref: A2.009Detail @ Mezz. Support Beam Scale: 3" = 1'-0" Ref: A4.0010Detail @ Spandrel Beam BTN-1 6 Mezzanine 112' -0" 1' - 5 5/8" 1' - 5 5/8" 6" FRP Wall Panels (FRP-1) -See Finish Legend 5/8" Type 'X' Gyp Bd. Cont. Pour Stop Concrete Slab W/ Mtl. Decking -See Struct Dwgs. 1 1/2" Mtl. Guardrail Assemby -Paint 4" 4" Mtl Kick Plate 3' - 6" Tapeable 5/8" J Casing Bead -Typ. Tapeable 5/8" J Casing Bead -Typ. Floor Plan 100' -0" Mezzanine 112' -0" 4 A8.12 A8.12 8 A8.12 9 Floor Plan 100' -0" 6 Mezzanine 112' -0" O.C. Vert. Rung @ 1' - 0" 15' - 6" 3' - 6" 12' - 0" 7" A8.12 9 A8.12 8 Mezzanine 112' -0" 1 1/2" Mtl Gate Assembly - Paint Cane Bolt Floor Plan 100' -0" 1 1/2" 2' - 8 1/2" 1' - 9"3" 2' - 1 1/2" 2' - 0" 2' - 10" TLW-1 TR1 SS-1 PL-1 Pull-out Trash Drawer Built-In Trash Drawer w/ 6"ø Counter Opening Floor Plan 100' -0" 1 1/2" 6" 1' - 10 1/2" 4" 2' - 1 1/2" 2' - 0" 2' - 10" 1' - 9"3" Adjustable Shelf SS-1 PL-1 TR1 9 TLW-1 Floor Plan 100' -0" 2' - 0" 1 1/2" 6" 1' - 10 1/2" 4" 2' - 0" 2' - 10" Adjustable Shelf TLW-1 P-1 TR1 PL-1 SS-1 Garbage Disposer - See Plumb Dwgs. TLB-1 TR1 CG 3" 3" 3" x 8"x 1/4" Angle Wall Bracket Floor Plan 100' -0" 3" 3" x 3"x 1/4" Angle Floor Bracket Floor Plan 100' -0" M 14 1/2" Tall 16Ga. Galvanized Mtl Flashing -By Mtl Bldg. Mfr. 7 1/4" 7 1/4" 1' - 2 1/2" Pre-Finished Mtl. Drip Edge Trim -By Mtl. Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. (3) 1/2" Beads Of Sealant -Cont. -Typ. Concrete Slab On Grade -See Struct Dwgs. 'Stego Industries' 15 Mil. Under-Slab Vapor Barrier Concrete Foundation - See Struct Dwgs. Collection Pipe With Perforations At 4 And 8 O'clock Positions -See Civil Dwgs And Geotech Report Filter Fabric -See Geotech Report Free Drainage Gravel - See Geotech Report 15 Mil. Stego Wrap Vapor Retarder Fastened To Foundation Wall W/ Stego Tack Tape And A Termination Bar -See Geotech Report 1' - 0" Min. A8.12 11 1/2" Expansion Joint And Sealant Concrete Slab On Grade -See Civil Dwgs. Rebar -See Struct Dwgs. See Civil Dwgs StegoTerm Bar Mechanically Fastened To Foundation Wall StegoTack Tape Adhered To Foundation Wall 15 Mil. Stego Wrap Vapor Retarder Fastened To Foundation Wall W/ Stego Tack Tape And A Termination Bar -See Geotech Report Concrete Foundation - See Struct Dwgs. 12 12 1' - 6" 3" 3" 1' - 7 1/4" Concrete Slab On Grade -See Struct Dwgs. 12 A8.12 Floor Plan 100' -0" 1' - 8" 3' - 6" 2' - 0" 6" Dia. Concrete Filled Steel Bollard -Paint ? Varies Max. 2' - 6" ExteriorInterior 14 1/2" Tall 16Ga. Galvanized Mtl Flashing -By Mtl Bldg. Mfr. 26 Ga. 'Panel Rib' Mtl. Siding (Almond White-AW) -By Mtl. Bldg. Mfr. 8" 'Cee' Girt By Mtl. Bldg. Mfr. Full Cavity Skyliner System Insulation W/ Vapor Barrier In Wall (R-30 Minimum) 28 Ga. 'Panel Rib' Interior White Mtl. Liner Panel (To 8'-0" AFF) - By Mtl. Bldg. Mfr. Concrete Slab On Grade -See Struct Dwgs. Concrete Foundation - See Struct Dwgs. Concrete Slab On Grade -See Civil Dwgs. 'Stego Industries' 15 Mil. Under-Slab Vapor Barrier 1 1/4"8"1 1/4" 2 6" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:18 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A8.12 Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1 1/2" = 1'-0" Ref: A4.001Mezzanine Railing Detail Scale: 3/4" = 1'-0" Ref: A4.003Ladder Elevation Scale: 3/4" = 1'-0" Ref: A4.004Ladder Section Scale: 1 1/2" = 1'-0" Ref: A4.002Gate Detail Scale: 3/4" = 1'-0" Ref: A5.007Casework Section @ Trash Drawer Scale: 3/4" = 1'-0" Ref: A5.006Casework Section @ Base Cabinet Scale: 3/4" = 1'-0" Ref: A5.005Casework Section @ Sink Base Cabinet Scale: 3" = 1'-0" Ref: A8.128Ladder Wall Bracket Scale: 3" = 1'-0" Ref: A8.129Ladder Floor Bracket Scale: 3" = 1'-0" Ref: A4.5014Detail @ Foundation Detail Scale: 6" = 1'-0" Ref: A8.1211Detail @ Stego Termination Bar Scale: 1 1/2" = 1'-0" Ref: A2.0010Typ. Bollard Plan Detail Scale: 1" = 1'-0" Ref: A8.1212Bollard Detail Scale: 1" = 1'-0" Ref: A4.5013Stem Wall Detail BTN-1 06-16-23 BTN-1 C C M M 1 1 12 12 2 2 3 3 44 6 6 99 1010 11 11 D D E E F F G G H H I I J J K K L LA A 55 77 88 B B D.3 D.3 10.510.5 3.2 3.2 2' - 5" 1' - 2" 4" 4' - 8"2' - 5" 9' - 8"4"A9.03 10 A9.03 9 A9.03 8 A9.03 6 A9.03 3 A9.03 2 A9.03 1 A9.02 1 A9.02 2 A9.02 3 A9.03 4 A9.03 5 A9.02 5 A9.02 6 A9.02 7 A9.02 8 A9.02 9 A9.02 4 A9.03 7 A9.01 5 A9.01 4 A9.01 3 A9.01 2 A9.01 14 A9.01 1 A9.01 9 A9.01 8 A9.01 7 A9.01 6 A9.01 10A9.01 11A9.01 12A9.01 13 A9.01 15 A9.01 16A9.01 17 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:19 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A9.00 PEMB Baseplate Floorplan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 Scale: 1/8" = 1'-0" Ref: A1.001Baseplate Floor Plan N BTN-1 M 1 2 L 3' - 8"8" 1' - 0" 2" 2" 4"4"4"3" 8" 3' - 0" Elev: 100' - 0" Elev: 100' - 0" 4"4' - 8" 1' - 6" F 2' - 5" 5' - 0" A5 A 2"2" 2" 2" 10" 6"3"4" Elev: 100' - 0" M 3 L 3' - 4 3/4"8" 1' - 0" 2" 2" 4"4"4"3" 8" G Elev: 100' - 0" 5' - 0" 2' - 0 " Elev: 100' - 0" Elev: 100' - 0" M 4 2' - 2 1/4"8" J 6"6"3" 1' - 2" 2' - 0" 3' - 6" Elev: 100' - 6" 3" 3" Elev: 100' - 0" M M 5 2' - 2 1/4"8" 6"6"3" 2' - 0" 3' - 6" 1' - 2" 3" 3" 2' - 2 1/4" J Elev: 101' - 0" Elev: 100' - 0" M 6 J 6"6"3"8" 1' - 2" 2' - 2 1/4" 3" 3" Elev: 100' - 0" Elev: 101' - 0" 2' - 0" 3' - 6" M 7 6"6"3"8" 2' - 2 1/4" 1' - 2" 3" 3" Elev: 100' - 0" J Elev: 101' - 0" 2' - 0" 3' - 6" Elev: 101' - 0" M 9 K 6"6"3"8" 2' - 0 1/8" 1' - 2" 3" 3" Elev: 100' - 0" Elev: 101' - 6" 3' - 6" 2' - 0" Elev: 101' - 6" M 10 Elev: 101' - 6" 6"6"3"8" 2' - 0 1/8" 1' - 2" 3" 3" K Elev: 101' - 6" Elev: 100' - 0" 2' - 0" 3' - 6" M 12 11 1' - 2" 8" 3" 4" 6" 10" 2"2" Elev: 102' - 6" B 2' - 0" 2' - 0" Elev: 100' - 0" 12 11 K Elev: 102' - 6" C 8" 3" 4" 1' - 6" 6" 2"2" 2' - 6" Elev: 100' - 0" 2' - 0" 12 11 J C 8" 3" 4" 2"2" 1' - 6" 6" Elev: 102' - 0" Elev: 100' - 0" 2' - 6" 2' - 0" 12 11 I C 8" 3" 4" 1' - 6" 6" 2"2" Elev: 102' - 0" 2' - 6" Elev: 100' - 0" 2' - 0" 12 11 H C 8" 3" 4" 2"2" 1' - 6" 6" Elev: 101' - 6" 2' - 6" 2' - 0" Elev: 100' - 0" 12 11 G 8" 3" 4" 1' - 6" 6" 2"2" Elev: 101' - 6" C 2' - 6" Elev: 100' - 0" 2' - 0" 12 11 F 8" 3" 4" 2"2" 6" 1' - 6" Elev: 101' - 0" C 2' - 6" 2' - 0" Elev: 100' - 0" 12 11 E 8" 3" 4" 6" 1' - 2" 2"2" D Elev: 100' - 6" 2' - 0" 2' - 0" Elev: 100' - 0" 12 11 D.3 8" 3" 4" 1' - 2" 6" 2"2" D Elev: 100' - 0" 2' - 0" 2' - 0" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:20 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A9.01 PEMB Baseplate Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 Scale: 1" = 1'-0" Ref: A9.005Baseplate Detail @ M/1 Scale: 1" = 1'-0" Ref: A9.004Baseplate Detail @ M/3 Scale: 1" = 1'-0" Ref: A9.003Baseplate Detail @ M/4 Scale: 1" = 1'-0" Ref: A9.002Baseplate Detail @ M/5 Scale: 1" = 1'-0" Ref: A9.001Baseplate Detail @ M/6 Scale: 1" = 1'-0" Ref: A9.009Baseplate Detail @ M/7 Scale: 1" = 1'-0" Ref: A9.008Baseplate Detail @ M/9 Scale: 1" = 1'-0" Ref: A9.007Baseplate Detail @ M/10 Scale: 1" = 1'-0" Ref: A9.006Baseplate Detail @ M/12 Scale: 1" = 1'-0" Ref: A9.0010Baseplate Detail @ K/12 Scale: 1" = 1'-0" Ref: A9.0011Baseplate Detail @ J/12 Scale: 1" = 1'-0" Ref: A9.0012Baseplate Detail @ I/12 Scale: 1" = 1'-0" Ref: A9.0013Baseplate Detail @ H/12 Scale: 1" = 1'-0" Ref: A9.0014Baseplate Detail @ G/12 Scale: 1" = 1'-0" Ref: A9.0015Baseplate Detail @ F/12 Scale: 1" = 1'-0" Ref: A9.0016Baseplate Detail @ E/12Scale: 1" = 1'-0" Ref: A9.0017Baseplate Detail @ D.3/12 BTN-1 C 12 11 1' - 0" 8"10" 3"4" 6" E2' - 0" 2' - 0" 2" 2" Elev: 100' - 0" Elev: 100' - 0" C 10 8"3"6"6" 1' - 2" 2' - 0 1/8" 3" 3" Elev: 100' - 0" K1 3' - 6" 2' - 0" C 9 1' - 2" 2' - 0 1/8" 3" 3" K1 8"3"6"6" Elev: 100' - 0" 1' - 0" 8" 4" 3" 8" 1' - 8" 2"2" M 3' - 6" 3' - 6" C 7 8"3"6"6" 2' - 2 1/4" 1' - 2" 3" 3" 1' - 0" 8" 4" 3" 8" 1' - 8" 2"2" Elev: 100' - 0" J1 M 3' - 6" 3' - 6" C 6 8"3"6"6" 2' - 2 1/4" 1' - 2"3" 3" 8" 3" 4" 8" 1' - 8" 2"2" 1' - 0" Elev: 100' - 0" J1 M Elev: 100' - 6" 3' - 6" 3' - 6" C 5 3"6"6" 1' - 0" 8" 8" 3" 3" 4" 3" 1' - 2" 2' - 2 1/4" 8" 1' - 8" 2"2" 1' - 8" 3" 4" 2"2" 8" 8"J1 M M Elev: 100' - 0" Elev: 100' - 6" 6' - 0" 3' - 6" C 4 2' - 2 1/4" 1' - 2" 3" 3" 4" 3" 8" 1' - 8" 2"2" J1 M 8"3"6"6" 8" 1' - 0" Elev: 100' - 0" 3' - 6" 3' - 6" C C 3 8"3' - 4 3/4" 1' - 0" 6" 6" 8"3"4"4"4" 2" 2" 5' - 0" G1 2' - 0" Elev: 100' - 0" C C 1 1 2 2 8"3' - 8" 1' - 0" 1' - 0" 2" 2" 3"4"4"4" 3' - 0" 5' - 0" Elev: 100' - 0" 8"8" F1 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:21 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A9.02 PEMB Baseplate Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 Scale: 1" = 1'-0" Ref: A9.001Baseplate Detail @ C/11 Scale: 1" = 1'-0" Ref: A9.002Baseplate Detail @ C/10 Scale: 1" = 1'-0" Ref: A9.003Baseplate Detail @ C/9 Scale: 1" = 1'-0" Ref: A9.004Baseplate Detail @ C/7 Scale: 1" = 1'-0" Ref: A9.005Baseplate Detail @ C/6 Scale: 1" = 1'-0" Ref: A9.006Baseplate Detail @ C/5 Scale: 1" = 1'-0" Ref: A9.007Baseplate Detail @ C/4 Scale: 1" = 1'-0" Ref: A9.008Baseplate Detail @ C/3 Scale: 1" = 1'-0" Ref: A9.009Baseplate Detail @ C/1 BTN-1 12 11 A 2' - 0" 8"3"4" N 6" 10" 1' - 0" 2" 2" Elev: 100' - 0" 2' - 0" Elev: 99' - 0" A 10.5 8"3"4" 10" 6" 2" 2" P Elev: 100' - 0" Elev: 99' - 0" 2' - 0" 2' - 0" 10 A 8"3"4" 10 1/2" 6" 2' - 0" 2' - 0" Elev: 99' - 0" Elev: 100' - 0" R2" 2" 9 A 8"3"4" 1' - 6 1/2" 6" 2" 2" 6" S Elev: 100' - 0" 2' - 0" 2' - 6" Elev: 99' - 0" A 7 8"3"4" 1' - 6 1/2" 6" 2" 2" Elev: 100' - 0" S 0" 2' - 0" 2' - 6" Elev: 99' - 6" Elev: 100' - 0" Elev: 99' - 0" 6 A 8"3"4" 1' - 6 1/2" 6" 2" 2" Elev: 100' - 0" Elev: 99' - 0" S 2' - 6" 2' - 0" A 5 8"3"4" 10 1/2" 6" 2" 2" 2' - 0" 10" 1' - 5" 8" 4" 3" 6" V R Elev: 99' - 0" Elev: 100' - 0" Elev: 100' - 0" 2' - 6" 4 A V R 3" 4" 8"10 1/2" 3"4" 2" 2" 6" 1' - 5" 6" 2"2" 8" 2' - 0" 2' - 6" Elev: 100' - 0"Elev: 99' - 0" A 3.2 P 8"10" 6"2" 2" 3"4" 2' - 0" 2' - 0" Elev: 100' - 0" Elev: 99' - 0" 1 2 A 8"3"4" 1' - 6" 6" 10 1/2" Elev: 100' - 0" Elev: 99' - 0"Q 2' - 0" 2' - 0" 2" 2" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Kevin Larson Drawn By FJ, NW, JR6/16/2023 11:30:22 AM C:\Users\jpascarella\Documents\202209 AAS-RIL, Hgr 6 (2021)_jratner2532.rvt A9.03 PEMB Baseplate Details 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 Scale: 1" = 1'-0" Ref: A9.001Baseplate Detail @ A/11 Scale: 1" = 1'-0" Ref: A9.002Baseplate Detail @ A/10.5 Scale: 1" = 1'-0" Ref: A9.003Baseplate Detail @ A/10 Scale: 1" = 1'-0" Ref: A9.004Baseplate Detail @ A/9 Scale: 1" = 1'-0" Ref: A9.005Baseplate Detail @ A/7 Scale: 1" = 1'-0" Ref: A9.006Baseplate Detail @ A/6 Scale: 1" = 1'-0" Ref: A9.007Baseplate Detail @ A/5 Scale: 1" = 1'-0" Ref: A9.008Baseplate Detail @ A/4 Scale: 1" = 1'-0" Ref: A9.009Baseplate Detail @ A/3.2 Scale: 1" = 1'-0" Ref: A9.0010Baseplate Detail @ A/1 BTN-1 A A C C D E F G H I J K L M M 11 22 33 4 4 5 5 66 7 7 9 9 10 10 1111 1212 1' - 6 " 6' - 6 " 14 ' - 1 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAMPEMB COL -P797.00'PEMB COL -P4F3 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P3F2 -97.00'PEMB COL -P1F1 -97.00'PEMB COL -P1F1 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P2F1 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P2F1 -97.00'PEMB COL -P3F2 -98.00'PEMB COL -P5F6 -98.00'PEMB COL -P5F2 -98.00'PEMB COL -P5F2 -98.00'PEMB COL -P6F2 -98.00'PEMB COL -P5F6 -98.00'PEMB COL -P797.00'PEMB COL -P4F3 -97.00'PEMB COL -P1F1 -97.00'PEMB COL -P1F1 -97.00'PEMB COL -P2F1 -97.00'PEMB COL -P2F1 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P2F5 -97.00'PEMB COL -P1F1 -97.00'30' - 0"15' - 11 1/2"17' - 2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"26' - 11 1/2"1' - 2" 230' - 0" 1' - 6 " 6' - 6 " 2' - 6 " 11 ' - 7 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 14 ' - 4 " 8' - 7 " 1' - 0 " 15 0 ' - 0 " CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ 2 S2.02 3 S2.02 4 S2.02 CJ 6 S2.02 1 S2.03 7 S2.03 1 S2.02 2 S2.03 TYPE 3 FLOOR SLAB TYPE 2 FLOOR SLAB TYPE 1 FLOOR SLAB TYPE 2 FLOOR SLAB 3 S2.03 S2.04 1 S2.04 3 S2.04 4 S2.04 6 S2.04 5 S2.04 7 S2.04 11 S2.04 8 S2.04 9 S2.04 10 S2.04 12 5 S2.03 4 S2.03 6 S2.03 PE M B P O R T A L F R A M E PE M B P O R T A L F R A M E PE M B P O R T A L F R A M E TY P E 1 S L A B TY P E 2 S L A B TYPE 2 SLABTYPE 1 SLAB PE M B X -BR A C I N G PE M B X -BR A C I N G PE M B X -BR A C I N G 3 S2.02 SIM 1 S2.02 SIM SEE PLUMBING FOR FLOOR DRAINS (TYP) RE-ENTRANT REINF SEE 6/S2.01 RE-ENTRANT REINF SEE 6/S2.01 (TYP) RE-ENTRANT REINF SEE 6/S2.01 (TYP) 10 S2.01 Sim SLOPE LINE DO NOT CUT 99' - 9" 6' - 8 3 / 4 " 2' - 0 " 2 5 / 8 " 3' - 4 1 / 4 " HAIRPIN TIE (TYP) SEE 9/S2.01 S2.03 8 AREA DRAIN, SEE PLUMB 8 S2.02 7 S2.02 8 S2.02 SIM 8 S2.02 SIM 1 S2.02 SIM 2 S2.02 SIM 2 S2.02 SIM 1 S2.03 SIM 7 S2.02 SIM 1 S2.03 SIM RE-ENTRANT REINF SEE 6/S2.01 SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT 99'-10"99'-10" AREA DRAIN, SEE PLUMB PEMB X-BRACINGPEMB X-BRACINGPEMB COL -P1F1 -97.00'D.3PEMB COL -P1F1 -97.00'10.5PEMB COL -P1F1 -97.00'PEMB COL -P2F1 -97.00'PEMB COL -P1F1 -97.00'5' - 0" 1 1 1 1 1 1 1 1 6" 6" 4' - 8" 30' - 0" 9' - 8"4" 1 1 1 1 1 1 1 1 1 1 1 111 1 11 1 1PEMB COLPEMB COL -P81 1 1 1 1 1 1 1 1 1 1 1 1 5 S2.02 1 NOTES: 1. FIN. FLOOR EL. = VARIES (SEE PLAN) 2. TYPE 1 -(OFFICE / STORAGE AREA) 4" NORMAL WT CONCRETE ON 15 MIL VAPOR BARRIER OVER 4" GRANULAR FILL. REINF w/ 6x6-W2.9xW2.9 WWF PLACED ON CHAIRS. CUT 50% OF REINF AT CONTROL JOINTS AND PROVIDE BOLSTERS TO SUPPORT REINF. PLACE VAPOR BARRIER DIRECTLY BELOW CONCRETE SOG. TYPE 2 -(NON-SHADED HANGAR / CAR WASH) 6" NORMAL WT CONCRETE ON 15 MIL VAPOR BARRIER OVER 4" GRANULAR FILL. REINF w/ 6x6- W2.9xW2.9 WWF PLACED ON CHAIRS. CUT 50% OF REINF AT CONTROL JOINTS AND PROVIDE BOLSTERS TO SUPPORET REINF. PLACE VAPOR BARRIER DIRECTLY BELOW CONCRETE SOG. TYPE 3 -(SHADED HANGAR) 10½" NORMAL WT CONCRETE ON 15 MIL VAPOR BARRIER OVER 4" GRANULAR FILL. REINF w/ 12x12-W16xW16 WWF (OR #4 BARS @ 12" OC, EA WAY @ CONTRACTORS OPTION) PLACED ON CHAIRS. CUT 50% OF REINF AT CONTROL JOINTS AND PROVIDE BOLSTERS TO SUPPORT REINF. PLACE VAPOR BARRIER DIRECTLY BELOW CONCRETE SOG. 3. CJ -INDICATES CONTROL JOINTS. SEE 3 & 4 /S2.01. 4. SEE SHEET S2.01 FOR FOOTING SCHEDULE AND ANCHOR BOLT DETAILS. 5. VERIFY ALL DIMENSIONS w/ ARCH DRAWINGS. 6. COAT EXTERIOR EXPOSED STEEL BELOW GRADE WITH BITUMASTIC PAINT TO PROTECT FROM MOISTURE.PEMB COL -P1F1 -99.00'TOP OF FOOTING FOOTING MARK PEDESTAL MARK COLUMN SIZE COLUMN TAG LEGEND Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 4 5 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S1.01 FOUNDATION PLAN 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 1/8" = 1'-0"1 FOUNDATION PLAN BTN-1 06-16-23 A A B B C C D E F G H I J K L M M 11 22 33 4 4 5 5 66 7 7 9 9 10 10 1111 1212 1' - 6 " 6' - 6 " 14 ' - 1 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 22 ' - 1 1 " 1' - 0 " TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM TIE BEAM 15' - 0"15' - 0"15' - 11 1/2"17' - 2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"23' - 1 1/2"28' - 1 1/2" 230' - 0" 1' - 6 " 6' - 6 " 2' - 6 " 11 ' - 7 " 20 ' - 7 " 20 ' - 7 " 17 ' - 0 " 22 ' - 1 1 " 22 ' - 1 1 " 14 ' - 4 " 8' - 7 " 1' - 0 " 15 0 ' - 0 " CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJ CJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJCJ TYPE 3 FLOOR SLAB TYPE 2 FLOOR SLAB TYPE 1 FLOOR SLAB TYPE 2 FLOOR SLAB PE M B P O R T A L F R A M E PE M B P O R T A L F R A M E PE M B P O R T A L F R A M E TY P E 1 S L A B TY P E 2 S L A B TYPE 2 SLABTYPE 1 SLAB PE M B X -BR A C I N G PE M B X -BR A C I N G PE M B X -BR A C I N G SEE PLUMBING FOR FLOOR DRAINS (TYP) RE-ENTRANT REINF SEE 6/S2.01 RE-ENTRANT REINF SEE 6/S2.01 (TYP) RE-ENTRANT REINF SEE 6/S2.01 (TYP) SLOPE LINE DO NOT CUT 99' - 9"B.O.F. = 95.75'DL = 2 KTL = 7.8 KB.O.F. = 95.00'DL = 41.9 KTL = 135.6 KB.O.F. = 95.00'DL = 41.9 KTL = 135.6 KB.O.F. = 95.00'DL = 37.5 KTL = 119.9 KB.O.F. = 95.00'DL = 37.5 KTL = 119.9 KB.O.F. = 95.00'DL = 37.5 KTL = 119.9 KB.O.F. = 95.00'DL = 37.5 KTL = 119.9 KB.O.F. = 95.00'DL = 57.9 KTL = 118.2 KB.O.F. = 95.75'DL = 4.5 KTL = 19.2 KB.O.F. = 95.75'DL = 3.4 KTL = 14.4 KB.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'DL = 3.2 KTL = 13.4 KB.O.F. = 95.75'DL = 3.4 KTL = 11.1 KB.O.F. = 95.75'DL = 2.4 KTL = 10.1 KB.O.F. = 96.00'DL = 45.5 KTL = 139.2 KB.O.F. = 96.00'DL = 45.5 KTL = 139.2 KB.O.F. = 96.00'DL = 58.2 KTL = 140.5 KB.O.F. = 96.00'DL = 58.2 KTL = 140.5 KB.O.F. = 96.00'DL = 58.2 KTL = 140.5 KB.O.F. = 96.00'DL = 58.2 KTL = 140.5 KB.O.F. = 96.00'DL = 60.9 KTL = 125.1 KDL = 4.6 KTL = 27.4 KDL = 4.6 KTL = 27.4 KDL = 4.6 KTL = 27.4 KDL = 27.7 KTL = 72.8 KDL = 27.7 KTL = 72.8 KDL = 27.7 KTL = 72.8 KDL = 4.6 KTL = 27.4 KDL = 3.8 KTL = 17.7 KDL = 3.7 KTL = 15.2 KDL = 3.7 KTL = 16.8 KDL = 3.8 KTL = 15.6 KB.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'B.O.F. = 95.75'SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT SLOPE LINE DO NOT CUT D.3 10.5DL = 0.6 KTL = 6.6 KB.O.F. = 95.75'B.O.F. = 95.75'DL = 2.6 KTL = 11.2 K1 1DL = 0.7 KTL = 8.7 KB.O.F. = 95.75'1 1 1 1 1 1 1 1 1 1111111 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 AGGREGATE PIER. SIZE & SPACING TO BE DETERMINED BY AGGREGATE PIER DESIGNER. 4" DRAINAGE FILL CONC SLAB ON GRADE STEGO VAPOR BARRIER SEE PLAN VA R I E S 4" AGGREGATE PIER. SIZE & SPACING TO BE DETERMINED BY AGGREGATE PIER DESIGNER. 4" DRAINAGE FILL CONC SLAB ON GRADE STEGO VAPOR BARRIER SEE PLAN VA R I E S 4" AGGREGATE PIER. SIZE & SPACING TO BE DETERMINED BY AGGREGATE PIER DESIGNER. CONC PAD FOOTING @ COLUMN CONCRETE COLUMN PEDESTAL EQ EQB.O.F. = XX.XX'DL = XXX KTL = XXX KDEAD LOAD BOTTOM OF FOOTING ELEVATION FOOTING TAG LEGEND TOTAL LOAD NOTES: 1. FIN. FLOOR EL. = 100.00' (ASSUMED) 2. COMPACTED AGGREGATE PIERS: WORK SHALL CONSIST OF IMPROVING SOIL BY USE OF COMPACTED AGGREGATE PIERS AND PROVIDING SUPPORT TO INDIVIDUAL COLUMN CONCRETE ISOLATED FOOTINGS. WORK SHALL INCLUDE ALL EQUIPMENT, MATERIAL, LABOR, SUPERVISION, AND DESIGN REQUIRED TO INSTALL PIER ELEMENTS. DESIGN SHALL RELY ON SUBSURFACE INFORMATION PRESENTED IN THE PROJECT GEOTECHNICAL REPORT. DESIGN SHALL PROVIDE FOR A MINIMUM ALLOWABLE BEARING PRESSURE OF 4,000 PSF, TOTAL LONG TERM SETTLEMENT LESS THAN OR EQUAL TO 1", AND LONG TERM DIFFERENTIAL SETTLEMENT BETWEEN ADJACENT FOOTINGS OF ¾" OR LESS, AND A MODULUS OF SUBGRADE REACTION OF 150 PSI / IN OR HIGHER. 3. TL - MAX REACTIONS AT COLS (ASD). DL -SUSTAINED DEAD LOAD AT COLUMNS NOT INCLUDING FOOTING + SOIL WEIGHT (ASD). BOF -BOTTOM OF FOOTING. COLUMN TAGS ON SHEET S1.01 INDICATE TOP OF FOOTING. 4. PLANE LOADING (ON 10½" SOG) -40.4 KIPS ON DUAL TIRES. 5. TUG TIRE LOADING (ON 6" SLAB IN HANGAR ONLY) -4.5 KIPS ON SINGLE TIRE. 6. CJ -LOCATIONS ARE APPROXIMATE, CONTROL JOINTS SHALL COINCIDE WITH AGGREGATE PIER LOCATIONS. COORDINATE CJ LOCATIONS w/ AGGREGATE PIER PLAN. 7. VERIFY ALL REACTIONS w/ PEMB. 1 1 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 4 7 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S1.02 AGGREGATE PIER PLAN 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 1" = 10'-0"1 AGGREGATE PIER PLAN NOT TO SCALE2DETAIL - COMPACTED AGGREGATE PIERS @ SLABS NOT TO SCALE3DETAIL - COMPACTED AGGREGATE PIERS @ COLUMNS BTN-1 06-16-23 COMPACTED DRAINAGE FILL SEE PLAN FOR REINF FIN FLR EL (SEE PLAN) SEALANT SEALANT VAPOR RETARDER SAWCUT CONTROL JOINT KEYED CONST JOINT (PLACEMENT OF CONSTRUCTION JOINT AT CONTRACTOR OPTION) EQ EQ EQ FOR DIST BETWEEN JOINTS SEE PLAN D / 4 VA R I E S ⅛"¾" NOTES: 1. SAWCUT CONC SLAB AS SOON AS PROCEDURE CAN BE COMPLETED WITHOUT SPALLING OR DAMAGING EDGE, SAWCUTTING MUST BE COMPLETED WITHIN 8 HOURS OF CONCRETE PLACEMENT. 2. 50% OF REINFORCEMENT MUST STOP 3" EACH SIDE OF JOINT. 3. CONTRACTOR MAY PROVIDE EITHER SAWCUT CONTROL JOINT OR KEYED CONSTRUCTION JOINT WHERE "CJ" SHOWN ON DRAWINGS. 4. COORDINATE EXACT LOCATION OF CONTROL JOINTS WHERE ARCH DRAWINGS INDICATE CERAMIC TILE, STONE FLOORING OR TERAZZO. COORDINATE WITH ARCH. COMPACTED SAND FILL SEE PLAN FOR REINF FIN FLR EL (SEE PLAN) SEALANT SEALANT VAPOR RETARDERSAWCUT CONTROL JOINT NOTES: 1.SAWCUT CONC SLAB AS SOON AS PROCEDURE CAN BE COMPLETED WITHOUT SPALLING OR DAMAGING EDGE, SAWCUTTING MUST BE COMPLETED WITHIN 8 HOURS OF CONCRETE PLACEMENT. 2.50 % OF REINFORCEMENT MUST STOP 3" EACH SIDE OF JOINT. 3.CONTRACTOR MAY PROVIDE EITHER SAWCUT CONTROL JOINT OR KEYED CONSTRUCTION JOINT WHERE "CJ" SHOWN ON DRAWINGS. 4.COORDINATE EXACT LOCATION OF CONTROL JOINTS WHERE ARCH DRAWINGS INDICATE CERAMIC TILE, STONE FLOORING OR TERAZZO. COORDINATE WITH ARCH. EQ EQ EQ FOR DIST BETWEEN JOINTS SEE PLAN D / 4 ⅛" ¾" 1 1/4" ROUND DOWELS @ 12"OC, OR PNA DIAMOND DOWELS (3/4" x 4 1/2" x 4 1/2"-20" OC) AT CONTRACTORS OPTION EXP. CAP W/ 1" CLR @ END 3" 3"OF DOWEL GREASE THIS HALF 3" 3" 10 ½ " CONSTRUCTION JOINT PLAN VIEW @ INTERSECTIONPLAN VIEW @ CORNER CORNER BARS TO BE SAME SIZE & NUMBER AS HORIZ BARS NOTE: TYP AT ALL CONTINUOUS FOOTINGS AND THICKENED SLABS. 36 Db 36 D b 36 Db TOP OF CONC.LEVELING NUT TACK WELD PR O J EM B E D L1 NOTES: 1. OMIT NON SHRINK GROUT ON PRE-ENGINEERED METAL BUILDINGS AND WHERE NOTED ON DRAWINGS. 2. AT CONTRACTOR'S OPTION LEVELING NUT UNDER BASE PLATE MAY BE OMITTED WHERE STEEL SHIM PACKS ARE USED. 3. USE ASTM F1554 GRADE 55 THREADED ROD W/ A563 HEAVY HEX NUT AT BOTTOM. IF TACK WELDING NUT, ALWAYS DO SO ON UNDERSIDE & NOT ON TOP. A JAMMED DOUBLE NUT OR DEFORMED THREADS ABOVE AND BELOW THE NUT ARE ALSO ACCEPTABLE. 4. WHERE OVERSIZED OR SLOTTED HOLES ARE USED PROVIDE PLATE WASHERS AS INDICATED IN TABLE 2 W/ CIRCULAR OR SQUARE WASHERS MEETING MIN SIZE REQUIREMENTS. FIELD WELD WASHERS IN PLACE W/ WASHER FILLET WELD UNLESS NOTED OTHERWISE. IF OVERSIZED OR SLOTTED HOLES ARE NOT USED OMIT PLATE WASHERS. BOLT DIA 3/4" TABLE 2 -HOLE SIZE IN BASE PL & WASHER REQUIREMENTS MAX HOLE DIAMETER BASE PL. MIN WASHER SIZE MIN WASHER THICKNESS 7/8" 1" 1 1/4" 1 5/16" 1 9/16" 1 7/8" 2 1/8" 2" 2 1/2" 3" 3 1/2" 1/4" 5/16" 3/8" 1/2" ANCHOR DIA "EMBED""PROJ" 3/4"1'-2"5" 1'-3"5" 1'-3"6" 1'-4"6 1/2" 7/8" / 1" 1 1/4" 1 1/2" TABLE 1 -SCHEDULE 1 1/2"2 3/8"4"1/2" 1'-6"8 1/2"2" 2"3 1/4"5"3/4" MIN WASHER WELD 3/16" 3/16" 3/16" 5/16" 1/4" 1/4" 1 3/4"2 7/8"4 1/2"5/8"5/16" "L1" 1'-4" 1'-5" 1'-5" 1'-6" 1'-9" 1'-5"7 1/2"1 3/4"1'-8" FIN. FLR 45° TO 90° DRY PACK OR FLOWABLE GROUT FIN. FLR ANGLE AT 45° OR TO EDGE OF PEDESTAL DRY PACK ONLY EXIST WALL OR EDGE OF CONCRETE GROUT NOT EXPOSED GROUT EXPOSED AT FIN. FLR NOTES: 1.PROVIDE NON-SHRINK, NON-METALLIC GROUT COMPLYING WITH ASTM C1107. DRY PACK GROUT UNDER COLUMN BASE PLATES. FLOWABLE GROUT WILL BE ALLOWED FOR EQUIPMENT BASES AND WHERE GROUT IS NOT EXPOSED. FOLLOW MANUFACTURERS DIRECTIONS ON MIXING GROUT. 2.MINIMUM COMPRESSIVE STRENGTH OF GROUT SHALL BE 6,000 PSI. COLUMN BASE PLATE: 3.WHERE GROUT IS EXPOSED TO VIEW USE DRY PACK METHOD ONLY, PROVIDE SLOPED EDGE UNLESS OBSTRUCTION OR EDGE OF PEDESTAL PREVENTS SLOPED EDGE. COOL BASE PLATE W/ LIGHT WATER SPRAY AND PLACE GROUT BY DRY PACK METHOD. COVER GROUT WITH WET BURLAP FOR 72 HRS AFTER PLACEMENT. 4.SEE MANUFACTURERS RECOMMENDATIONS FOR DRY PACKING. IN GENERAL DRY PACKING REQUIRES A THICK CONSISTENCY. THERE SHOULD ONLY BE ENOUGH WATER MIXED INTO THE GROUT SO THAT WHEN GROUT IS SQUEEZED BY GLOVED HAND THE GLOVE IS SLIGHTLY DAMPENED. 5.GROUT SHOULD NOT EXTEND ABOVE BOTTOM OF BASE PLATE NOR HAVE AN UNCHAMFERED SHOULDER. EQUIPMENT BASES & BASE PLATES NOT EXPOSED: 6.FOR FLOWABLE GROUT FORMS MUST BE USED. COAT FORMS WITH PASTE WAX, FORM OIL OR OTHER APPROVED RELEASE AGENT. FORMS MUST BE LARGER THAN BASE PLATE ON ALL SIDES. 7.MAINTAIN HEAD ON GROUT WHILE POURING. WHEN GROUT HAS STIFFENED TO THE POINT IT WILL HOLD SHAPE REMOVE FORMS AND CUT SHOULDERS BACK AT 45° FROM BOTTOM OF BASE PLATE TO FOUNDATION. SEE NOTE 3 ABOVE FOR CURING. ACCEPTABLE UNACCEPTABLE PAD FOOTING SCHEDULE FOOTING SIZE F1 MARK REINFORCEMENT 4'-6"x4'-6"x1'-3" F2 9'-6"x9'-6"x2'-0" #5 @ 12" OC EW TOP & BOT #6 @ 12" OC EW TOP & BOT #6 @ 12" OC EW TOP & BOTF39'-6"x14'-0"x2'-0" (3) #4 EW TOP & BOTF42-6"x2'-6"x1'-0" #5 @ 12" OC EW TOP & BOTF56'-6"x6'-6"x1'-3" #6 @ 12" OC EW TOP & BOTF610-6"x10'-6"x2'-0" TIE PLACEMENT FI L L P E R S C H E D . 4" 2" SUPPLEMENTAL REINF. PLACEMENT 2"SUPPLEMENTAL REINF. ANCHOR BOLTS ANCHOR BOLTS PRIMARY PEDESTAL REINFORCING SECONDARY PEDESTAL REINFORCING. PROVIDE 90° OR 180° HOOKS @ TOP #4 TIES PEDESTAL REINFORCING SCHEDULE 8-#6 VERT REINF P1 MARK 24" x 24"#4 @ 10" OC TIES"X" x "Y" 10-#6P224" x 30"#4 @ 10" OC 12-#6P324" x 42"#4 @ 10" OC 2" PEDESTAL "P1" "Y" "X " 26-#6P436" x 60"#4 @ 10" OC 20-#6P542" x 42"#4 @ 10" OC 36-#6P642" x 72"#4 @ 10" OC PEDESTAL "P2" "X " "Y" PEDESTAL "P3" "X " "Y" PEDESTAL "P4" "X " "Y" PEDESTAL "P5" "X " "Y" PEDESTAL "P6" "X " "Y" NOTE:SUPPLEMENTAL REINF NOT REQUIRED EVERYWHERE. SEE ENLARGED PLANS ON S2.04 FOR SUPPLEMENTAL REINF LOCATIONS & SIZE. 2" CLR TYP 2" CLR TYP 2" CLR TYP 2" CLR TYP 2" CLR TYP 2" CLR TYP 2" CLR 18-#6P724" x 60"#4 @ 10" OC 4-#6P818" x 18"#4 @ 10" OC PEDESTAL "P7"PEDESTAL "P8" "X " "Y" "X " "Y" 1 1 EQ EQ EQ EQ M IN . 3" EQ VA R I E S E/ S L A B EQ EQ CJ CJ CJ CJ COLUMN BASE PLATE BOND BREAKER OR EXPANSION JOINT MATERIAL CJ COLUMN BASE PLATE BOND BREAKER OR EXPANSION JOINT MATERIAL M I N .3 " DIAMOND PENTAGON INTERIOR SLAB OBSTRUCTION OR OPENING SLAB EDGE @ RE ENTRANT CORNER PROVIDE 3-#4 x 3'-6" @ MID- DEPTH IN SLAB, CENTERED AT CORNERS TYP. CJ CJ CJ SLAB ON GRADE PROVIDE 3-#4 x 3'-6" @ MID- DEPTH IN SLAB, CENTERED AT DISCONTINUOUS JOINTS NOTES: 1. DO NOT CROSS CONTROL JOINTS WITH REINFORCING 2. PROVIDE SIMILAR REINFORCING AT ALL SLAB RE- ENTRANT CORNERS AND COLUMN ISOLATION JOINTS (BLOCK-OUTS) THAT DO NOT HAVE CONTROL JOINTS AT CORNERS GRID 1' - 6" 9"9" 10 1 / 2 " 8" CLR 3" (4) #8 CONT CONTINUE VAPOR RETARDER OVER CONC TIE BEAM 2'-0" 2'-0" MECHANICAL BAR COUPLERS BY ZAP SCREWLOCK OR APPROVED EQUAL VA R I E S , S E E P L A N . T/ TIE BEAM 4"SEE SCHEDULE PE D E S T A L CL SE E S C H E D U L E EQ EQ 1-#7 3 0 . 0 0 0 0 ° 30.0000° 10'-0" (N O T TO S C ALE) TYPICAL 1 1/2" CLR. MECHANICAL COUPLING #5 x1'-0" DRILL BOLLARD TO ACCEPT RODS & FIELD WELD TO FACE OF BOLLARD 6" SCHED 40 POST FILL W/ CONC & MOUND ON TOP MIN 6" PE R A R C H 2' - 0 " 8" 2" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 4 9 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S2.01 TYP FOUNDATION DETAILS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 NOT TO SCALE3TYP SOG CONTROL JOINT DETAIL NOT TO SCALE4TYP SOG CONTROL JOINT DETAIL NOT TO SCALE7TYP. CORNER BARS @ FOOTINGS NOT TO SCALE1TYP. ANCHOR ROD DETAIL NOT TO SCALE2BASE PLATE GROUTING DETAIL NOT TO SCALE11TYPICAL PAD FOOTING SCHEDULE NOT TO SCALE13TYP. PEDESTAL REINF W/ SUPPLEMENTAL REINF. NOT TO SCALE8DETAIL - COLUMN ISOLATION JOINTS NOT TO SCALE6REINF @ RE-ENTRANT CORNERS NOT TO SCALE5REINFORCING @ JOINTS NOT TO SCALE10TYP TIE BEAM NOT TO SCALE9TYP. HAIRPIN RESTRAINT NOT TO SCALE12TYPICAL BOLLARD DETAIL BTN-1 06-16-23 1 FFE 100' -0" A 2' - 0" 3' - 0 " 1' - 0 " CLR 3" 8"8"8" 15 MIL STEGO VAPOR BARRIER ¼x4½x4½ PNA DIAMOND DOWELS @ 18" OC TROWEL FINISH TOP OF WALL WWF SEE CIVIL #4 @ 12" OC CENTERED ALONG WALL (4) #4 CONT STD HOOK 3' -7" CL R 3" CL R2"CLR 3" SEE 1/S2.02 FOR REINF * NOTE: DIMENSION VARIES. SEE PLAN NOTES FOR SOG THICKNESS ½" EXPANSION JOINT MATERIAL 6" * 2" WATERPROOFING, SEE ARCH FOR DETAILS FFE 100' -0" A 15 MIL STEGO VAPOR BARRIER SEE CIVIL #4 @ 12" OC CENTERED ALONG WALL (3) #4 CONT STD HOOK 3' -1" * NOTE: DIMENSION VARIES. SEE PLAN NOTES FOR SOG THICKNESS ¼x4½x4½ PNA DIAMOND DOWELS @ 18" OC #4 CONT½" EXPANSION JOINT MATERIAL STOP @ TOP OF DOWEL #4 BENT DOWELS @ 16" OC THRU DOORWAY (24" x 24") 2" SEE 1/S2.02 FOR REINF 8"8"8" 2' - 0" 3' - 0 " 1' - 0 " 4" * 2" * 2' - 6 " WINDOW / DOOR. SEE ARCH 1/ 2 " SLOPE WATERPROOFING, SEE ARCH FOR DETAILS FFE 100' -0" A FOR SIZE & REINFORCING SEE FOUNDATION SCHEDULE SEE CIVIL ½" EXPANSION JOINT MATERIAL PER PEMB COL BY PEMB OPTIONAL CONCRETE BLOCKOUT #7 HAIRPIN TIE SEE PLAN 15 MIL STEGO VAPOR BARRIER CONC STEM WALL BEYOND 4" 8"1' - 0 " 2' - 0 " SE E S C H E D EQUAL FOR SIZE & REINFORCING SEE PEDESTAL SCHEDULE EQUAL CL R3" CL R2" CLR 3" WATERPROOFING, SEE ARCH FOR DETAILS 2" C L R 6" FFE 100' -0" C FOR SIZE & REINFORCING SEE FOOTING SCHEDULE 10 1 / 2 " 1' - 1 1 / 2 " 2' - 0 " SE E S C H E D EQUAL FOR SIZE & REINFORCING SEE PEDESTAL SCHEDULE EQUAL TIE BEAM. SEE 10/S2.01 15 MIL STEGO VAPOR BARRIER COL BY PEMB WWF BY PEMB TYPE 1 FLOOR SLAB TYPE 2 FLOOR SLAB FFE 100' -0" 1 2 15 MIL STEGO VAPOR BARRIER ¼x4½x4½ PNA DIAMOND DOWELS @ 18" OC #4 CONT SEE CIVIL #4 @ 12" OC CENTERED ALONG WALL (3) #4 CONT STD HOOK 3' -1" (3) #4 CONT BARS TOP & BOTTOM #4 BARS @ 12" OC TOP & BOTTOM ½" EXPANSION JOINT MATERIAL STOP @ TOP OF DOWEL 3' - 0 " 1' - 0 " 8"8"8" 2' - 0" OVERHEAD DOOR #4 BENT DOWELS @ 16" OC THRU DOORWAY (24" x 24") 1' - 6" 1/ 2 " 8" 6" 1 1 / 2 " WWF WATERPROOFING, SEE ARCH FOR DETAILS 1 FFE 100' -0" 1112 VA R I E S , S E E S 2 . 0 5 6" 2' - 6 " 1' - 0 " #4 @ 12" OC, CENTERED ALONG WALL #4 CONT, SPACED AT 12" OC MAXSTD HOOK VA R I E S SEE 1/S2.02 FOR REINF 15 MIL STEGO VAPOR BARRIER ¼x4½x4½ PNA DIAMOND DOWELS @ 18" OC TROWEL FINISH TOP OF WALL WWF SEE CIVIL ½" EXPANSION JOINT MATERIAL WATERPROOFING, SEE ARCH FOR DETAILS 1' - 0" CL R2" 11"8"11" 2' - 6" CL R2" CL R2" CLR3" CLR 3" NOTE: BACKFILL AND PLACE INTERIOR SLAB ON GRADE PRIOR TO BACKFILLING EXTERIOR SIDE OF STEM WALL FFE 100' -0" 1112 #4 @ 12" OC, CENTERED ALONG WALL #4 CONT, SPACED AT 12" OC MAXSTD HOOK VA R I E S SEE 1/S2.02 FOR REINF CL R2" 8"8"8" 2' - 0" 1' - 0 " 2' - 6 " 6" VA R I E S , S E E S 2 . 0 5 15 MIL STEGO VAPOR BARRIER ¼x4½x4½ PNA DIAMOND DOWELS @ 18" OC TROWEL FINISH TOP OF WALL WWF SEE CIVIL ½" EXPANSION JOINT MATERIAL WATERPROOFING, SEE ARCH FOR DETAILS CL R2" CLR2" CL R3" CLR 3" 1' - 0" NOTE: BACKFILL AND PLACE INTERIOR SLAB ON GRADE PRIOR TO BACKFILLING EXTERIOR SIDE OF STEM WALL FFE 100' -0" 12 SEE CIVIL 3' - 6 " FOR REINF SEE PED SCHED T/ CONC GRADE BEAM BEYOND CONT GRADE BEAM REINF THRU PEDESTAL COL BY PEMB 6" Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 5 0 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S2.02 FOUNDATION SECTIONS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"6 SECTION 3/4" = 1'-0"1 SECTION 3/4" = 1'-0"8 SECTION 3/4" = 1'-0"7 SECTION BTN-1 06-16-23 1 3/4" = 1'-0"5 SECTION VAPOR RETARDER OPTIONAL CONTROL JOINT PRE-MANUFACTURED TRENCH DRAIN. VERIFY SIZE w/ PLUMB WWF (8) #4 CONT BARS 8"8" #4 @ 12" OC 24"24" 20" VERIFY DEPTH 8" SLOPE SLOPE FFE 100' -0" PLACE CONTROL JOINT AT SLAB TRANSITION 6" 10 1 / 2 " 15 MIL STEGO VAPOR BARRIER TYPE 2 FLOOR SLAB TYPE 3 FLOOR SLAB NOTE: VERIFY EXACT LOCATION OF DUMPSTER ENCLOSURE w/ ARCH. STEEL TO BE PAINTED/GALVANIZED SEE ARCH FOR FINAL FINISH. 9 S2.03HSS4X4X¼F4HSS4X4X¼F4HSS4X4X¼F4HSS4X4X¼F4HSS4X4X¼F4HSS4X4X¼F49' - 8"9' - 8" 10 ' - 0 " EQ EQ FOR SIZE & REINF SEE FOOTING SCHED CLR 3" CL R 3" CL R 2" 8" E M B E D SC H E D SE E 2' - 6 " PAVING. SEE CIVIL FOR ELEVATION EQ EQ FOR SIZE & REINF SEE FOOTING SCHED CLR 3" CL R 3" CL R 2" 8" E M B E D EQ EQ FOR SIZE & REINF SEE FOOTING SCHED CLR 3" CL R 3" CL R 2" 8" E M B E D ¼" CAP PL TYP AT ALL POSTS HSS4X4 POST (TYP) C6X10.5 TYP AT REAR & EA SIDE OF ENCLOSURE SEE ARCH FOR WOOD FENCE & GATE DETAILS TYP3/16 3/16 SEE ARCH FOR WOOD FENCE & GATE DETAILS 1 1/2"7"1 1/2" 1 1 / 2 " 7" 1 1 / 2 " 10" 5" 5" 5"5" 10 " BASE PL ½"x10"x0'-10" w/ (4) ¾"Ø ANCHOR BOLTS w/ 8" EMBED 1½" NON-SHRINK GROUT TYP @ DUMPSTER ENCLOSURE NOTE: COAT EXTERIOR EXPOSED STEEL BELOW GRADE w/ BITUMASTIC PAINT TO PROTECT FROM MOISTURE SC H E D SE E 2' - 6 " SE E S C H E D 2' - 6 " VE R I F Y w / A R C H 5' - 1 1 " 3' - 5 " 2' - 6 " FFE 100' -0" 1 2 3 MIN 1' - 0" ½" EXPANSION JOINT MATERIAL TIE BEAM REINF SEE 10/S2.01 (5) CONT #5 BARS TOP & BOTTOM #6 @ 18" OC TOP & BOTTOM PROVIDE STD HOOKS ON TOP REINFORCING ONLY 7'-6" 180° STD HOOK 90° STD HOOK #5 DOWELS @ 9" OC 1'-6" 1'-6" 1' -3" 2' - 0 " 1' - 6 " 1' - 6"5' - 1 1/2"1' - 9" (3) #6 BARS TOP & BOTTOM (HOOK ENDS) w/ #4 TIES @ 18" OC #5 DOWEL @ 12" OC HOOK TOP & BOTTOM CONT #6 SEE CIVIL ½" EXP JOINT MATERIAL. STOP @ TOP OF DOWEL ¾x4½x4½ PNA DIAMOND DOWELS @ 18" OC (2) #4 CONT(5) #6 CONT 2" 1' - 0" ½ S LO PE 1' - 6" 2 1/2" 1' - 5"1' - 5"1' - 5"8"1' - 4 1/2" 8" 10 1 / 2 " 1' - 1 1 / 2 " FFE 100' -0" #5 BARS @ 12" OC (3) #4 CONT 4" 8"1' - 0 " CL R3" 600S162-43 STUDS @ 16" OC 2' - 0" CL WALL 1' - 0"1' - 0" FFE 100' -0" A SEE CIVIL ½" EXPANSION JOINT MATERIAL #4 DOWELS @ 18" OC FOR SIZE & REINFORCING SEE FOOTING SCHEDULE SEE 2/S2.02 FOR REINF 7" 1'-6" CONT #4 BAR WWF VAPOR RETARDER ¼x4½x4½ PNA DIMAOND DOWELS @ 18" OC WATERPROOFING, SEE ARCH FOR DETAILS 2' - 3"8" 4 1/2"8 1/2" 6" 6" FFE 100' -0" C #4 DOWELS @ 18" OC 7" 1'-6" WWF VAPOR RETARDER CONTROL JOINT CONT #4 BAR 4 1/2"1/2" 6" FFE 100' -0" 1112 6" 2' - 6 " 3' - 0 " SE E S C H E D EQUAL FOR SIZE & REINFORCING SEE PEDESTAL SCHEDULE EQUAL FOR SIZE & REINFORCING SEE FOOTING SCHEDULE CL R3" CLR2" 3" SEE CIVIL ½" EXPANSION JOINT MATERIAL COL BY PEMB WWF 15 MIL STEGO VAPOR BARRIER PER PEMB 1' - 0" VA R I E S , S E E S 2 . 0 5 6" WHERE STEM WALL PRESENT, EXTEND PEDESTAL VERT REINF TO WITHIN 2" FROM T/ STEM WALL CL R2" CONC STEM WALL BEYOND OPTIONAL CONSTRUCTION JOINT, PROVIDE WATERSTOP RX WATERPROOFING, SEE ARCH FOR DETAILS NOTE: BACKFILL AND PLACE INTERIOR SLAB ON GRADE PRIOR TO BACKFILLING EXTERIOR SIDE OF STEM WALL Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 5 2 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S2.03 FOUNDATION SECTIONS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 3/4" = 1'-0"6 SECTION 3/4" = 1'-0"7 SECTION 3/8" = 1'-0"8 DUMPSTER ENCLOSURE PLAN 1/2" = 1'-0"9 SECTION 3/4" = 1'-0"2 SECTION 3/4" = 1'-0"3 SECTION 3/4" = 1'-0"4 SECTION 3/4" = 1'-0"5 SECTION 3/4" = 1'-0"1 SECTION BTN-1 06-16-23 1 A 11 12 EQ EQ EQ 2' - 0"EQ EQ 2' - 0 " EQ 8" 8" 8" 2' - 0 " E/ STRIP FOOTING E/ STRIP FOOTING E/ PAD FOOTING 8" STEM WALL T/ CONC PEDESTAL = 99.00' 6" STEM WALL T/ CONC STEM WALL = 100.00' 6" 6" 2' - 0" 8"8"8" A 4 E/ STRIP FOOTING E/ PAD FOOTING T/ CONC PEDESTAL = 99.00' 8" CONC STEM WALL 6" CONC STEM WALL T/ CONC STEM WALL = 100.00' EQ SCHED SE E P E D E S T A L EQ EQ 2' - 0"EQ 6" C 11 12 8" 8" 8" EQ 1' - 0 " 1' - 0 " EQ E/ STRIP FOOTING E/ PAD FOOTING 8" STEM WALLT/ CONC STEM WALL = 100.00' T/ CONC PEDESTAL = 100.00' TYPE 2 SLAB CONTROL JOINT TYPE 1 SLAB T/ CONC STEM WALL = 100.00' T/ CONC STEM WALL = 99.50' EQ 2' - 0"EQ 8" 8" 8" 1 C 10 EQ 3' - 6"EQ EQ 2' - 0 " EQ EQ EQ E/ PAD FOOTING E/ TIE BEAM CONTROL JOINT T/ CONC PEDESTAL = 100.00' TYPE 2 SLABTYPE 1 SLAB (6) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT THICKENED SLAB C 9 2' - 6 " 1' - 0 " EQ 3' - 6 " EQ EQ 3' - 6"EQ E/ PAD FOOTING E/ TIE BEAM CONTROL JOINT T/ CONC PEDESTAL = 100.00' TYPE 2 SLABTYPE 1 SLAB (6) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT NOTE:THIS PLAN TYP @ C/9 AND C/6. OPP HAND @ C/7 AND C/4 (4) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT 1 C 5 EQ 3' - 6"EQ EQ 6' - 0 " EQ E/ PAD FOOTING E/ TIE BEAM T/ CONC PEDESTAL = 100.00' CONTROL JOINT TYPE 2 SLABTYPE 1 SLAB (6) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT 2' - 0 " CONCRETE CURB T/ CONC CURB = 100.50' EQ EQ (4) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT H 11 12 EQ SCHED SEE PED EQ EQ SE E P E D S C H E D EQ EQ 8" EQ EQ 8" EQ E/ STRIP FOOTING 8" CONC STEM WALL E/ PAD FOOTING T/ CONC PEDESTAL = 100.00' T/ CONC STEM WALL EL = VARIES, SEE S2.05 1' - 0 " 6" CONC STEM WALL NOTE: THIS DETAIL SIM BETWEEN E/11 THRU K/11. SEE S2.05 FOR T/ STEM WALL ELEVATIONS 1 1 1 M 11 12 EQ 2' - 0"EQ EQ 1' - 0 " 1' - 0 " EQ 11"8"11" 11 " 8" 11 " 2' - 6 " E/ STRIP FOOTING E/ PAD FOOTING T/ CONC PEDESTAL = 100.00' T/ CONC STEM WALL = 102.50' 8" CONC STEM WALL 6" 6" CONC STEM WALL 2' - 6" 6" 1 M 5 E/ TIE BEAM EQ 3' - 6"EQ EQ 2' - 0 " EQ EQ EQ E/ PAD FOOTING E/ STRIP FOOTING EQ 8"EQ T/ CONC PEDESTAL = 100.00' 8" CONC STEM WALL T/ CONC STEM WALL = 101.00' (6) #5 SUPPLEMENTAL REINF SEE 13/S2.01 FOR PLACEMENT NOTE:THIS PLAN SIM @ M/4 THRU M/10. SEE S2.05 FOR T/ STEM WALL ELEV. T/ CONC STEM WALL = 100.50' 6" CONC STEM WALL C 1 2 3 EQ 5' - 0"EQ 2' - 6 " 1' - 6 " 6' - 6 " 3' - 6 " 2' - 3"7' - 3" E/ PAD FOOTING E/ TIE BEAM CONTROL JOINT T/ CONC PEDESTAL = 100.00' T/ CONC PEDESTAL = 100.00' 8" CONC STEM WALL T/ CONC STEM WALL = 100.00' T/ CONC STEM WALL = 99.50' SEE 1/S2.02 1 M 1 2 3 2' - 6 " 1' - 6 " 6' - 6 " 3' - 6 " EQ 5' - 0"EQ E/ PAD FOOTING E/ TIE BEAM E/ CONT FOOTING 7' - 3"2' - 3" T/ CONC STEM WALL = 99.50' SEE 1/S2.02 T/ CONC STEM WALL = 100.00' 8" CONC STEM WALL T/ CONC PEDESTAL = 100.00' T/ CONC PEDESTAL = 100.00' 8"8"8" 1 4' - 8" 1 1 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Todd Robbins Drawn By SR6/ 9 / 2 0 2 3 8 : 2 3 : 5 4 A M BI M 3 6 0 : / / R i f l e C o l o r a d o H a n g a r 6 / R i f l e H a n g a r 6 S TR U C T R 2 1 . r v t S2.04 ENLARGED FOUNDATION DETAILS 100% Construction Documents 202199 01/20/2023 At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 1/2" = 1'-0"1 ENLARGED PLAN 1/2" = 1'-0"3 ENLARGED PLAN 1/2" = 1'-0"4 ENLARGED PLAN 1/2" = 1'-0"5 ENLARGED PLAN 1/2" = 1'-0"6 ENLARGED PLAN 1/2" = 1'-0"7 ENLARGED PLAN 1/2" = 1'-0"8 ENLARGED PLAN 1/2" = 1'-0"9 ENLARGED PLAN 1/2" = 1'-0"10 ENLARGED PLAN 1/2" = 1'-0"11 ENLARGED PLAN 1/2" = 1'-0"12 ENLARGED PLAN BTN-1 06-16-23 1 1 Global 7500 HB HB HB CA CA CA FIRST FLOOR HVAC KEYNOTES: 1 HORIZONTAL FURNACE WITH ASSOCIATED COOLING COIL. SET UNIT ABOVE CEILING. ENSURE SPACE BELOW UNIT IS SUITABLE FOR CONDENSATE DRAIN CONNECTIONS. REFER TO SCHEDULES AND DETAILS. 2 VERTICAL FURNACE WITH ASSOCIATED COOLING COIL. REFER TO SCHEDULES AND DETAILS. 3 INLINE EXHAUST FAN SUPPORTED FROM STRUCTURE. REFER TO SCHEDULES AND DETAILS. 4 OUTSIDE AIR DUCTWORK UP. REFER TO MEZZANINE PLAN. 5 EXHAUST DUCTWORK OF SIZE INDICATED TO SIDEWALL TERMINATION. TERMINATE WITH MANUFACTURER'S APPROVED SIDEWALL CAP. 6 CPVC FLUE/COMBUSTION AIR OF SIZE INDICATED TO SIDEWALL CONCENTRIC VENT. TERMINATE PER MANUFACTURER'S REQUIREMENTS. 7 DUCTLESS FAN COIL MOUNTED ON WALL ABOVE DOOR AS INDICATED. REFER TO SCHEDULE. 8 GRADE MOUNTED CONDENSING UNIT MOUNTED ON 4" CONCRETE HOUSEKEEPING PAD. INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS AND MAINTAINING MANUFACTURER'S CLEARANCE REQUIREMENTS. ROUTE MANUFACTURER'S REFRIGERANT LINESETS CONCEALED TO ASSOCIATED FURNACE/FAN COIL UNIT. REFER TO SCHEDULE. 9 ROUTE 4"ø SINGLE WALL GALVANIZED EXHAUST THROUGH WALL. TERMINATE IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 10 VENT PIPING EXPOSED WITHIN HANGAR TO BE WRAPPED WITH 1-1/2" THICK FIBERGLASS INSULATION WITH VAPOR JACKET. 11 INSTALL RADIANT HEATER WITH MANUFACTURER'S WIND CLIPS AND PER MANUFACTURER'S WINDY CONDITION INSTALLATION INSTRUCTIONS. REFER TO SECTION ON M2.01 FOR ELEVATIONS. 12 HVLS FAN CONTROLLER. 13 14 ZONE MANIFOLD MOUNTED LOW ON WALL. PROVIDE LOCKABLE SURFACE MOUNTED MANIFOLD CABINET. REFER TO DETAIL. BOILER EMERGENCY POWER OFF SWITCH. 15 APPROXIMATE LOCATION OF SLAB/MOISTURE SENSOR. 16 DIMENSION INDICATED BASED ON APPROXIMATE DISTANCE REQUIRED TO PROVIDE SNOWMELT UNDER THE DOOR TRACK SYSTEM. REFER TO DETAIL. 17 DIMENSION INDICATED BASED ON APPROXIMATE DISTANCE REQUIRED FROM THE EXTERIOR OF THE BUILDING FOR ALL RADIANT LOOPS TO ROUTE OVER TO LARGER SNOWMELT ZONE 18 GAS MONITORING CONTROL PANEL MOUNTED ON WALL. PROVIDE ARMSTRONG AMC-1AD OR EQUIVALENT. PROVIDE 120V POWER TO PANEL. PANEL SHALL RECEIVE INPUTS FROM CO/NO2 SENSOR AND OVERRIDE ASSOCIATED EXHAUST FAN TO FULL AIRFLOW IN PURGE MODE. 19 ADJUSTABLE SPIN TIMER MOUNTED ON WALL TO CONTROL INDICATED EXHAUST FAN. SPIN TIMER SHALL BE IN PARALLEL WITH GAS DETECTION CONTROL PANEL. 21 PROVIDE NEMA WATERPROOF ENCLOSURE FOR EQUIPMENT INDICATED. 22 TRANSFER AIR OPENING WITH FIRE DAMPER AS INDICATED. INSTALL WITH BOTTOM OF TRANSFER GRILL AT 29'-0" AFF. 20 COMBINATION CO/NO2 GAS SENSOR MOUNT ON WALL AS INDICATED. PROVIDE ARMSTRONG AMC-12222 OR EQUIVALENT. MOUNT SENSORS AT ELEVATION IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR THE SPECIFIC GAS DETECTION AND APPLICATION. INTERLOCK SENSORS TO GAS DETECTION CONTROL PANEL. 23 CPVC FLUE/COMBUSTION AIR OF SIZE INDICATED UP TO MEZZANINE. REFER TO MEZZANINE FLOOR PLAN FOR CONTINUATION. 24 PROVIDE EXPANSION LOOP IN HYDRONIC PIPING IN APPROXIMATE LOCATION INDICATED. 25 6"ø AL29-4C BOILER FLUE. TERMINATE WITH MANUFACTURER'S APPROVED SIDEWALL TERMINATION CAP AS INDICATED. ENSURE ALL MANUFACTURER'S MINIMUM CLEARANCE REQUIREMENTS ARE MAINTAINED. 26 6"ø GALVANIZED BOILER COMBUSTION AIR. INSULATE PER THE SPECIFICATIONS AND TERMINATE WITH DOWNWARD GOOSENECK AS INDICATED. 27 SNOWMELT SUPPLY AND RETURN PIPING ROUTED HIGH ACROSS MEZZANINE. REFER TO MEZZANINE FLOOR PLAN FOR CONTINUATION. 28 MANUFACTURER'S APPROVED SIDEWALL TERMINATION CAP. 29 COORDINATE EXACT SNOWMELT EXTENTS WITH ARCHITECTURAL AND CIVIL SITE PLANS AND CONTROL JOINT SPACING. 30 INSTALL RADIANT HEATER WITH MANUFACTURER'S WIND CLIPS AND PER MANUFACTURER'S WINDY CONDITION INSTALLATION INSTRUCTIONS. INSTALL WITH 45° REFLECTOR ANGLE ANGLED INTO GSE SPACE. REFER TO SECTION ON M2.01 FOR ELEVATION. 31 SNOWMELT SUPPLY AND RETURN PIPING RACKED ON WALL AND DOWN FROM MEZZANINE ABOVE. ROUTE INTO MECHANICAL ROOM AND TO ZONE MANIFOLDS AS INDICATED. CONNECT 2" PIPING TO ZM-4 AND 1-1/4" PIPING TO ZM-5 REFER TO DETAIL FOR MANIFOLD CONNECTION. 32 LINE VOLTAGE THERMOSTAT PROVIDED FOR EACH RADIANT HEATER. PROVIDE A THERMOSTAT WITH AN "OFF" POSITION TO ALLOW FOR EACH HEATER TO BE TURNED OFF, TYPICAL. 33 NOT USED. 34 ELECTRIC UNIT HEATER MOUNTED ON WALL FOR SUPPLEMENTAL HEAT AT WATER AND FIRE ENTRY LOCATION. DIRECT UNIT AT WATER AND FIRE ENTRY. LOCATE THE ASSOCIATED WALL MOUNTED THERMOSTAT PAST FURTHEST WATER ENTRY INTO BUILDING. BTN-1 BTN-1 T GRH-2 T GRH-6 TGRH-7 12 CF-1 11GRH-1 11GRH-2 11GRH-3 11GRH-4 GRH-511 GRH-611 GRH-711 GRH-811 9 9 4"ø FLUE 4"ø FLUE 10 10 EWH-1 13EPO F-11 RG-1 8"ø CD-1 175 CFM TYP. (4) 12x12 RA 12x12 SA 12 x 1 2 S A T Hangar 100 Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 Suite C 107 GSE 108 GSE Office 110 IT 109 Boiler 112 EUH-2 T T DFC-17 4"ø FLUE 9 4"ø FLUE10 9 4"ø FLUE10 4"ø FLUE 9 4"ø FLUE10 4"ø FLUE 9 4"ø FLUE 10 4"ø FLUE 9 4"ø FLUE 10 4"ø FLUE 9 4"ø FLUE 10 4"ø FLUE 12CF-2 T GRH-3 1 M2.01 8DCU-1 F-21 RG-1 8"ø CD-1 175 CFM TYP. (4) 12x12 RA 12x12 SA 12 x 1 2 S A F-31 RG-1 8"ø CD-1 175 CFM TYP. (4) 12x12 RA 12x12 SA 12 x 1 2 S A EF-13 EF-23 2F-4 8"ø CD-1A 125 CFM 8"ø CD-1A 125 CFM 12 x 1 2 R A 12 x 1 2 S A 10 x 8 E A 22x8 EA 8x8 EG-2 75 CFM EG-1 150 CFM EG-1 150 CFM 8x8 SG-1 50 CFM 10 x 8 E A 8x 8 E A 5 10x8 EA 8x8 EA 5 62-1/2"ø FLUE & CA TYP. (3) 15 SNOWMELT ZONE 1 SNOWMELT ZONE 3A SNOWMELT ZONE 2 SNOWMELT ZONE 3B 20 ' - 0 " 70' - 0 1/32" 27' - 0" 12 ' - 0 " 20 ' - 0 " 5' - 6 " 5' - 6 " 16 17 30x24 TG-1 TYP.(2) 22 18 $ TO EF-3 Hangar 100 EF-33 9 10 4"ø FLUE 4"ø FLUE 4"ø FLUE 4"ø FLUE EUH-1 T 1921 CO/NO2 CO/NO2 20 20 18"ø EA 18 " ø E A 32x16 LVR-1 T T T EG-1 125 CFM RG-2 RG-2 8"ø CD-1 150 CFM 10"ø CD-1B 250 CFM REFER TO DETAILS FOR PIPING IN THIS ROOM. T 3'-0" MIN. GWH-1 RE: PLBG 232-1/2" CA 2-1/2" FLUE 23 23 23 3"ø CA 3"ø FLUE 6"ø OA UP 30' - 0" 81 ' - 6 " SNOWMELT ZONE 4 SNOWMELT ZONE 5 15 C M 1 12 2 3 4 6 9 10 11 D E F G H I J K LA 5 7 8 B B-1 24 132' - 6" ET-1 GF-1 P-1 AS-1 14ZM-5 14ZM-4 ZM-114 ZM-314 2" SMS 2" SMR 2 1/2" SMS 2 1/2" SMR 2" SMS 2" SMR TO ZM-4 & ZM-5 10' - 0" 25 ' - 6 " 5' - 4" 10' - 0" 25 26 6"ø FLUE 6"ø CA 27 28 18x10 ER-1 450 CFM TYP.(4) GRH-930 29 29 14ZM-2 2" SMR 1" SMS DN. 1" SMR DN. 2" SMR DN. 2" SMS DN. 2" SMS TO EUH-2 S S CF-1 CF-2 T GRH-1 T GRH-4 TGRH-8 T GRH-5 10' - 0" 12CF-3 CF-3 31 2 M2.01 8CU-4 8CU-3 8CU-2 8CU-1 34 32 32 32 32 32 $ 6"ø OA 6"ø OA UP 6"ø OA 6"ø OA UP 6"ø OA UP 4 4 4 4 BTN-1 BTN-1 BTN-1 BTN-1 BTN-1 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 4 / 2 0 2 3 3 : 3 3 : 5 6 P M C: \ U s e r s \ p f a i l l a \ D o c u m e n t s \ 2 2 0 7 9 _ H V A C _ R 2 1 _ P F a i l l a . r vt M2.00 First Floor HVAC Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 PWF JJG N SCALE: 1/8" = 1'-0" HVAC Floor Plan - Level 1 BTN-1 06-16-23 6/16/2023 C 1 12 2 3 4 6 9 10 11 A 5 7 8 B REFER TO M2.00 FOR WORK IN THIS AREA. T ECUH-14 12 " ø S A 3"ø FLUE 3"ø CA 2" SMS 2" SMR 2" SMS 2" SMR 2" SMS 2" SMR 2-1/2" CA 2-1/2" FLUE 1 1 1 1 2 2 3 3 5 6x40 SA 24x18 TG-1 TYP.(2) 7 6 24x18 TA Mezzanine Storage 113 12x6 SG-2 125 CFM TYP.(4) 8 6"ø OA DN. M 8 M M 8 8 M 9 9 9 9 6"ø RA DN. 6"ø OA DN. 6"ø OA DN. BTN-1 BTN-1 BTN-1 BTN-1 MEZZANINE HVAC KEYNOTES: CPVC FLUE/COMBUSTION AIR OF SIZE INDICATED TO UP THROUGH ROOF. INSTALL AND TERMINATE PER MANUFACTURER'S RECOMMENDATIONS AND MAINTAINING MANUFACTURER'S REQUIRED CLEARANCES. ENSURE THE TERMINATIONS ARE A MINIMUM OF 24" ABOVE THE ROOF LEVEL. 1 ROUTE PIPING HIGH ACROSS MEZZANINE. RACK PIPING ON WALL NEAR FLUE AND COMBUSTION AIR AND DOWN. REFER TO M2.00 FOR CONTINUATION. 2 ELECTRIC CABINET UNIT HEATER MOUNTED ON MEZZANINE FLOOR. REFER TO SCHEDULE FOR SIZE AND CAPACITY. DUCT FROM CABINET UNIT HEATER DISCHARGE INTO PLENUM SPACE ABOVE OFFICES AND HVAC EQUIPMENT SERVING THE OFFICES AS INDICATED. 4 THERMOSTAT FOR ELECTRIC CABINET UNIT HEATER, ECUH-1, MOUNTED ABOVE OFFICE CEILING. MOUNT A MAXIMUM OF 2'-0" ABOVE THE CEILING SO IT IS ACCESSIBLE FROM THE CEILING BELOW. 5 ROUTE PIPING HIGH ACROSS MEZZANINE AND INTO HANGAR. REFER TO M2.00 FOR CONTINUATION.3 TRANSFER GRILLE OF SIZE INDICATED MOUNTED WITH BOTTOM AT 8'-0" AFF.6 TRANSFER DUCTWORK OF SIZE INDICATED OPEN ENDED INTO PLENUM SPACE. PROVIDE WITH 1/2" BIRDSCREEN OVER OPEN END. 7 ALUMINUM WALL CAP WITH BIRDSCREEN AND NO BACKDRAFT DAMPER. SET JUST ABOVE AWNING.8 120V MOTORIZED DAMPER. REFER TO SEQUENCE OF OPERATION FOR CONTROL. 9 BTN-1 Floor Plan 100' -0" Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" Low Eave 136' -9 1/16" Ridge 142' -5 1/16" B.O. Hangar Door Opening 128' -6" MDEFGHIJKL GRH-1 CF-1 GRH-2 GRH-3 CF-2 GRH-4 31 ' - 0 " 32 ' - 6 " 31 ' - 0 " 31 ' - 0 " 32 ' - 6 " 31 ' - 0 " Hangar 100 Floor Plan 100' -0" Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Mezzanine 112' -0" Low Eave 136' -9 1/16" Ridge 142' -5 1/16" B.O. Hangar Door Opening 128' -6" CAB CF-3 18"ø EA GRH-9 18x10 ER-1 450 CFM TYP.(4) 28 ' - 0 " 28 ' - 0 " GSE 108 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 4 / 2 0 2 3 3 : 3 3 : 5 8 P M C: \ U s e r s \ p f a i l l a \ D o c u m e n t s \ 2 2 0 7 9 _ H V A C _ R 2 1 _ P F a i l l a . r vt M2.01 Mezzanine HVAC Plan & Sections 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 PWF JJG BTN-1 06-16-23 SCALE: 1/8" = 1'-0" HVAC Floor Plan - Mezzanine SCALE: 1/8" = 1'-0"M2.01 1 HANGAR SECTION N SCALE: 1/8" = 1'-0"M2.01 2 GSE SECTION 6/16/2023 AIR/DIRT/HYDRAULIC SEPARATOR SCHEDULE PLAN MANUFACTURER SYSTEM GPM WPD STRAINER PIPE DIMENSIONS (NOTE: 2) WEIGHT REMARKS CODE & MODEL NO. (FT) CONN. SIZE HEIGHT DIA. LENGTH (LBS) AS-1 SPIROTHERM VDN300 SNOWMELT 96.0 5.0 YES 3.0'' 32'' 9''21'' 250 NOTE: 1,2,3 NOTES: 1. SYSTEM UTILIZES 50% PROPLYENE GLYCOL. 2. LENGTH DIMENSION IS FLANGE TO FLANGE CONNECTION DISTANCE. 3. PROVIDE WITH REMOVABLE LOWER HEAD FOR CLEANING. 96.01,150 15:1 110.0 140.0 CONDENSING WATER BOILER SCHEDULE MBH HEATNG WATER ASME WATER SIZE (IN) OPER PLAN MANUFACT. SERVICE INPUT OUTPUT TURN VOLUME (PSIG) OPER VOLT/ FLA EWT LWT FLOW % WPD L W H FLUE/CA WT. REMARKS CODE & MODEL NO. S.L. (5,300') DOWN (GAL) RATING PSIG ø/HZ (°F) (°F) (GPM) P.G. (FT) (ø) (LBS) B-1 RIELLO ARRAY 1500 HEATING 1,500 18 75.0 50.0 120/1/60 23.3 50 5.0 61'' 34'' 68'' 6" / 6" 1,600 NOTES: 1,2,3,4,5,6 NOTES: 1. BOILER SHALL BE MODULATED BY FACTORY SUPPLIED BOILER PLANT CONTROL PANEL. 5. MOUNT BOILER ON MASON INDUSTRIES SUPER W WAFFLE PAD. REFER TO DETAIL. 2. FM GAS TRAIN RATED FOR 3.5" TO 13.5" GAS INLET PRESSURE. 6. PROVIDE BOILER WITH HIGH ALLTITUDE KIT. 3. PROVIDE CONDENSING BOILER WITH FACTORY CONDENSATE NEUTRALIZATION KIT. 4. PROVIDE WITH 50 PSI RELIEF VALVE MOUNTED ON HEATING WATER RETURN PIPING. EXPANSION TANK SCHEDULE PLAN MANUFACTURER SERVICE TANK ACCEPT. SYSTEM MAX. AVERAGE MIN. OPER. MAX. OPER. TANK SIZE OPER. CODE & MODEL NO. VOLUME VOLUME VOLUME EWT TEMPERATURE PRESSURE PRESSURE DIA. HT. WEIGHT REMARKS ET-1 ARMSTRONG A300-L SNOWMELT 80.0 80.0 500.0 40.0 140.0 18.0 45.0 24'' 53'' 1,000 NOTE: 1,2,3 NOTES: 1.SNOWMELT SYSTEMS CONTAINS 50% PROPLYENE GLYCOL.3.ASME PRESSURE RATING EQUALS 125 PSI. 2.SYSTEM VOLUME IS TOTAL VOLUME. GLYCOL FEEDER SCHEDULE SYSTEM PUMP TANK UNIT "ON" UNIT "OFF" SYSTEM TANK OPER. PLAN MANUF. & FLOW HEAD MOTOR SIZE PRESSURE PRESSURE ELECTRICAL P.G. UNIT SIZE WT. CODE MODEL NO. SERVICE (GPM) (PSI) WATTS (GAL) (PSI) (PSI) REQUIREMENTS (%) L W H (LBS) REMARKS GF-1 AXIOM MF-200 SNOWMELT 0.7 25.0 50 W 6.6 10.0 25.0 NOTE: 1 50.0 12'' 12'' 16" 160 NOTE: 2,3,4,5 NOTES: 1. PROVIDE A DEDICATED 120/1/60 20 AMP CIRCUIT WITH A GFI RECEPTACLE LOCATED 3. SYSTEM PUMP SHALL BE BRONZE ROTARY GEAR TYPE. WITHIN 3 FEET OF AND BEHIND UNIT. 4. PROVIDE FLOAT SWITCH FOR LOW LEVEL PUMP SHUTOFF AND AUDIBLE ALARM. 2. TANK SHALL BE POLYETHYLENE MOUNTED IN A STEEL FRAME. 5. PROVIDE NEMA 4X UNIT CONTROL PANEL. PUMP SCHEDULE ELECTRICAL PLAN MANUFACTURER HP WEIGHT CODE & MODEL NO. TYPE SERVICE GPM HEAD (BHP) VOLTS Ø RPM CONTROL (LBS) REMARKS P-1 ARMSTRONG 4300 - 2x2x8 INLINE SNOWMELT 96.0 60.0 5.0 (2.4) 208 3 1,800 NOTE: 1 300 NOTE: 2 NOTES: 1. PUMP SHALL BE STARTED THROUGH THE SNOWMELT CONTROLLER. REFER TO SEQUENCE. 2. VFD PROVIDED FOR BALANCING AND SOFT START ONLY. PUMP SHALL RUN AT CONSTANT SPEED. SNOWMELT SYSTEM HEATING SCHEDULE TOTAL HTG OUTPUT HTG OUTPUT TUBING TUBE LEADER AVG. TUBE FLOW/ TOTAL MAX PRESSURE ZONE NAME AREA AREA HTG OUTPUT TOTAL UPWARD SIZE SPACING LENGTH NUMBER OF LENGTH/LOOP LOOP ZONE FLOW LOSS W/MANIFOLD (ZONE MANIFOLD) SERVED (SF) (BTUH/SF) (BTUH) (BTUH) (IN) (IN) (FT) LOOPS (FT) (GPM) (GPM) (FT HEAD) REMARKS ZONE 1 (ZM-1) SNOWMELT 2,610 137 388,800 357,800 3/4 9 10 11 331 2.6 29.0 30.0 NOTE: 1,2,3 ZONE 2 (ZM-2) SNOWMELT 510 137 75,500 69,700 3/4 9 10 4 195 1.5 6.0 30.0 NOTE: 1,2,4 ZONE 3A (ZM-3) SNOWMELT 1,670 137 249,300 229,300 3/4 9 10 7 340 2.7 19.0 30.0 NOTE: 1,2,3 ZONE 3B (ZM-3) SNOWMELT 510 136 75,300 69,500 9 10 4 200 1.5 6.0 ZONE 4 (ZM-4) SNOWMELT 2,445 137 365,000 335,600 3/4 9 10 11 320 2.5 28.0 30.0 NOTE: 1,2,3 ZONE 5 (ZM-5) SNOWMELT 820 137 121,812 112,000 3/4 9 10 4 270 2.5 10.0 30.0 NOTE: 1,2,4 NOTES: 1. HEAT OUTPUT BASED ON 140°F EWT, 110°F LWT, 50% PROPYLENE GLYCOL. 0°F AMBIENT, 10 MPH WIND SPEED, 36°F SLAB TEMPERATURE. 4. MANIFOLD TO BE UPONOR TRUFLOW CLASSIC WITH BALL AND BALANCING VALVES OR PRIOR APPROVED EQUAL. 2. RIGID INSULATION UNDER AND AT PERIMETER OF HEATED SLAB (MINIMUM R-10) BY GC. 3. MANIFOLD TO BE UPONOR 2" COPPER PROPEX WITH BALL AND BALANCING VALVES OR PRIOR APPROVED EQUAL. BTN-1 The Ballard Group, Inc. Mechanical Consulting Engineers 2525 S. Wadsworth Blvd, Suite 200 Lakewood, CO 80227 (303) 988-4514 Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 4 / 2 0 2 3 3 : 3 3 : 5 8 P M C: \ U s e r s \ p f a i l l a \ D o c u m e n t s \ 2 2 0 7 9 _ H V A C _ R 2 1 _ P F a i l l a . r vt M5.01 HVAC Schedules 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 PWF JJG BTN-1 06-16-23 6/16/2023 Gas CA CA CA Global 7500 J J E1 CT-1 UTIL-1 MSD-1 E16 EVC EVC LNL1-82,84 LNL1-78,80 E26 1 GENERAL NOTES **REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS** 1. ELECTRICAL AND DATA DEVICES SHALL BE GREY IN COLOR WITH STAINLESS STEEL COVERPLATES. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 5 / 2 0 2 3 3 : 4 8 : 0 1 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E1.01 ELECTRICAL SITE PLAN 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW N 0 32'32' 16' 1/32" = 1'-0" 1 ELECTRICAL SITE PLAN WORK NOTES E1 PROPOSED UTILITY TRANSFORMER LOCATION. COORDINATE FINAL REQUIREMENTS WITH UTILITY PROVIDER (HOLY CROSS ENERGY), CIVIL, AND ARCHITECT. E16 PROVIDE (2) 2 INCH CONDUITS BELOW GRADE FOR BUILDING IT INTERCONNECTION. EXTEND OUT FROM BUILDING INTO TURF AREA, CAP, AND LABEL. TURN UP INTO IT ROOM AND EXTEND 12 INCHES ABOVE FINISHED FLOOR. COORDINATE FINAL REQUIREMENTS AND LOCATIONS WITH ARCHITECT AND CIVIL. E26 PROVIDE (2) 208V CIRCUITS TO CAR CHARGING PEDESTAL WITH (2) LEVEL 2 CHARGERS, EVC. PROVIDE (2#4 +1#10G)1"C BRANCH CIRCUIT FOR EACH OF (2) CHARGERS/CIRCUITS. PROVIDE (2) LEVITON #EV480 CHARGERS WITH RFID CAPABILITIES, (1) LEVITON #EPCM1 PEDESTALS WITH MOUNTING TEMPLATES AND RETRACTABLE CORD MANAGEMENT SYSTEM, AND (6) LEVITON #ERFID CARDS. COORDINATE EXACT LOCATION WITH ARCHITECT PRIOR TO ROUGH-IN. PEDESTAL SHALL BE LOCATED BEHIND CURB OUT OF BUMPER REACH. BTN-1 06-16-23 1 06/15/23 HB HB HB CA CA CA Global 7500 MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ MQ J J J J J J J J J J J J J J J S S S S S S S S S S S MQ J J J J J S J MQ MQ MQ MQ JJ J MQ GENERAL NOTES **REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS** 1. ELECTRICAL AND DATA DEVICES SHALL BE GREY IN COLOR WITH STAINLESS STEEL COVERPLATES. 1 2 3 4 5 6 9 10 11 12 A C D E F G H I J K L M Hangar 100 Suite A 105 Suite B 106 Toilet 102 Toilet 103 Jan/Storage 104 Mech 111 Hall 101 Suite C 107 GSE 108 GSE Office 110 IT 109 Boiler 112 7 8 B EF-3 GRH-9 T-GRH-5 T-GRH-9 GDP-1 DCU-1 CU-4 CU-3 EF-2 EF-1 48" 48" 48"48" F-3 F-2 F-1 MD-1 MD-1 MD-1 CU-1 CU-2 T-GRH-1 GRH-5 GRH-6 GRH-7 GRH-1 GRH-2 GRH-3 GRH-8 GRH-1 GRH-4 T-GRH-5 T-GRH-7 T-GRH-3 EUH-1 E5.01 1 CF-1 CF-2 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR AC AC EWC 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR 48" WP/WR HT HT HT HT HT HT HT HT HT HT 48" WP/WR HGD HGD 480/3/60A 48" 48" WP/WR 480/3/60A48"480/3/60A48" 480/3/60A 48" OHD OHD OHD CR CR CR CR CR 2D 2D 2D 2D LNL1 T-LNL1 INV-1MDP-1 E5 E6 CR WS-1 E5.01 2 E5.01 3 GD GD S E11 E10 LCP-1 LNL3 SIGN SIGN E12 E12 E3 OHD E4 ELECTRICAL AREA E15E14 E18 LNL3-4 LNL3-6 LNL3-6 LNL3-8 LNL3-10 LNL3-32 LNL3-28 LNL3-26 LNL3-30 E4 E4 E4 LNL3-16 LNL3-14 LNL3-20 LNL3-22 MDP-1-7 MDP-1-8 MDP-1-9 MD P -1-10 MD P -1-11 LN L 1 -36 LN L 1 -38 LNL1-46 MDP-1-12 LNL1-30 MDP-1-14 MDP-1-14 MDP-1-16 MDP-1-16 MDP-1-15 MDP-1-15 HT HT MDP-1-17 MDP-1-17 MDP-1-18 MDP-1-18 MDP-1-19 MDP-1-19 LNL1-3 LNL1-3 LNL1-7 LNL1-23 LNL1-19 LNL1-19 LNL1-35 LNL1-35 LNL1-39 LNL2-1 LNL2-1 LNL2-3 LNL2-3 LNL2-5 LNL2-5 LNL2-11 LNL2-19LNL2-19 LNL2-23 LNL2-23 LNL2-21 LNL2-21 LNL2-21 LN L 2 -17 LN L 2 -15 LN L 2 -13 E19 E20 LN L 1 -41 LN L 1 -37 LN L 1 -37 LN L 1 -25 LN L 1 -21 LN L 1 -9 LN L 1 -21 LN L 1 -5 LN L 1 -5 LNL1-28 LNL1-26 LNL2 LNL1-40 LNL1-42 LNL1-44 E22 LNL1-48 INV-2 INV-3 E23 CR CR SIGN E12 LNL1-50 T-GRH-2 T-GRH-6 T-GRH-8 T-GRH-4 LNL2-3LNL2-1 E24 E24 E25 CF-3 1 CLASS 1, DIVISION 1 BOUNDARY (BELOW FLOOR LEVEL) CLASS 1, DIVISION 2 BOUNDARY (TO 18" ABOVE FLOOR LEVEL) CLASS 1, DIVISION 2 BOUNDARY (TO 18" ABOVE FLOOR LEVEL) CLASSIFICATION AREA - LINE TYPE LEGEND NOTE: ALL MATERIALS AND INSTALLATION WITHIN ONE OF THE ABOVE OUTLINED AREAS, INCLUDING BUT NOT LIMITED TO DEVICES, JUNCTION BOXES, CONDUIT, FITTINGS, ETC. ARE TO BE RATED FOR INSTALLATION WITHIN THE CORRESPONDING HAZARDOUS LOCATION, U.O.N. REFER TO NEC ARTICLE 513 -AIRCRAFT HANGARS FOR INSTALLATION REQUIREMENTS IN HAZARDOUS LOCATIONS. © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 5 / 2 0 2 3 3 : 4 8 : 0 3 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E2.00 FIRST FLOOR POWER PLAN 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW WORK NOTES E22 PROVIDE MAIN GROUND BAR MOUNTED BEHIND TRANSFORMER. REFER TO SINGLE LINE AND SPEC FOR ADDITIONAL INFORMATION. E23 PROVIDE CAMERA HIGH ABOVE BOILER ROOM OVERLOOKING HANGAR. COORDINATE WITH ARCHITECT. E24 PROVIDE 120V CONNECTION TO LAVATORY FAUCET SENSOR. WIRING SHALL BE CONCEALED NEATLY ABOVE AND UNDER SINK. COORDINATE FINAL REQUIREMENTS WITH PLUMBING CONTRACTOR. E25 PROVIDE WEATHERPROOF JUNCTION BOX 6 INCHES BELOW EAVE RECESSED INTO EXTERIOR WALL WITH 1 INCH CONDUIT STUBBED TO INTERIOR FOR POINT TO POINT SYSTEM. COORDINATE FINAL REQUIREMENTS WITH OWNER. WORK NOTES E12 PROVIDE 120V POWER TO BUILDING MOUNTED SIGN HIGH ON WALL NEAR EAVE. COORDINATE FINAL REQUIREMENTS AND LOCATIONS WITH ARCHITECT. E14 PROVIDE 2 INCH WIDE STRIP AND LETTERING PAINTED ON FLOOR IN SAFETY YELLOW ENAMEL PAINT TO DESIGNATE ELECTRICAL WORKING CLEARANCE AREA 4FT FROM FACE OF TRANSFORMER. PAINT LETTERING AS INDICATED IN 6 INCH HIGH BLOCK LETTERS INSIDE BOUNDARY. E15 ALL ELECTRICAL EQUIPMENT SHALL BE ELEVATED ON UNISTRUT OR APPROVED EQUAL STANDS SUCH THAT BOTTOM OF EQUIPMENT IS MINIMUM 18 INCHES AFF. E18 DEVICES SHALL BE INSTALLED ON WEST (DRY) SIDE OF CURTAIN. COORDINATE WITH MECHANICAL CONTRACTOR. E19 GARBAGE DISPOSAL BELOW SINK. COORDINATE WITH PLUMBING CONTRACTOR. PROVIDE GFCI RECEPTACLE SWITCHED FROM SWITCH ABOVE COUNTER 6 INCHES TO LEFT OF SINK EDGE. E20 ELECTRIC WATER COOLER. PROVIDE RECEPTACLE CONCEALED BEHIND ENCLOSURE SHROUD WITH GFCI PROTECTION BY DEAD-FRONT GFCI MODULE MOUNTED HORIZONTALLY 6 INCHES BELOW BOTTOM OF SHROUD READILY ACCESSIBLE. WORK NOTES E3 PROVIDE 480V,3-PHASE, 40A CONNECTION TO EACH HANGAR DOOR (HGD). 15HP ASSUMED. CIRCUIT SHALL BE 3#10,1#10G IN 3/4"C. E4 PROVIDE 120V,1-PHASE, 20A CONNECTION TO OVERHEAD DOOR. COORDINATE FINAL REQUIREMENTS WITH EQUIPMENT SUPPLIER. PROVIDE WIRING TO CONTROLLER AS REQUIRED. E5 PROVIDE 480V, 4-POLE, 4W, 60A RECEPTACLE CROUSE HINDS #AR641, WITH SPRING DOOR AND ARRH46 BACKBOX, BRANCH CIRCUIT SHALL BE 4#4,1#10G IN 1-1/4"C. PROVIDE NON-FUSED DISCONNECT SWITCH AHEAD OF SPECIALTY OUTLET. TYPICAL OF ALL 60A OUTLETS IN HANGAR. ALL 60A OUTLETS ARE CALCULATED AT 33216VA EACH AND DEMANDED AT 100%. E6 PROVIDE 277V CONNECTION TO GUTTER AND DOWNSPOUT HEAT TRACE (HT) 12W PER LINEAR FOOT, WITH 30MA GFCI CIRCUIT BREAKER. CONTROL SHALL BE AUTOMATIC MOISTURE AND TEMPERATURE SENSING BY RAYCHEM OR APPROVED EQUAL. COORDINATE FINAL REQUIREMENTS WITH ARCHITECT. E10 PROVIDE ROUGH-IN FOR CARD READER (TAGGED 'CR') STUBBED INTO WALL AND UP TO SECURED SIDE OF CEILING SPACE ABOVE. PROVIDE PULL-STRING IN CONDUIT AND BUSHING FOR CONDUIT END. VERIFY EXACT LOCATION OF CARD READER WITH SECURITY ACCESS CONTRACTOR PRIOR TO ROUGH-IN. TYPICAL E11 PROVIDE ROUGH-IN FOR SECURITY CAMERA. PROVIDE PULL-STRING IN CONDUIT AND BUSH FOR CONDUIT END. VERIFY EXACT LOCATION WITH SECURITY CONTRACTOR PRIOR TO ROUGH-IN. TYPICAL. N 0 8'8' 4' 1/8" = 1'-0" 1 FIRST FLOOR POWER PLAN BTN-1 06-16-23 06/15/23 LC 1T LC 1T GENERAL NOTES **REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS** 1. ELECTRICAL AND DATA DEVICES SHALL BE GREY IN COLOR WITH STAINLESS STEEL COVERPLATES. 1 2 3 4 5 6 9 10 11 12 A C Mezzanine Storage 113 7 8 B FIXTURES IN AREA OUTLINED BY DASHED LINE ARE I CONTROLLED FROM BELOW. L2 C1 C1E C1 C1 C1 C1 C1 C1E C1 D1 D1E D1 D1 D1E D1 D1 D1E D1 INV-3-1 INV-3-1 C8 MDP-1-30 MDP-1-30 L2 1 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 5 / 2 0 2 3 3 : 4 8 : 0 5 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E3.01 MEZZANINE LEVEL LIGHTING PLAN 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW WORK NOTES L2 PROVIDE MULTI-WAY LOW VOLTAGE TIMER WITH 2-4-6-8HR INTERVALS WITH 5 MIN WARNING FLASH FOR CONTROL OF MEZZANINE LIGHTING. N 0 8'8' 4' 1/8" = 1'-0" 1 MEZZANINE LIGHTING PLAN LIGHTING CONTROL NOTES C8 MEZZANINE LIGHTING CONTROLLED BY LOCAL LOW VOLTAGE TIMER SWITCH WITH WARNING FLASH AS NOTED. BTN-1 06-16-23 1 06/15/23 Ca m e r a 20 ' MQ MQ MQ MQ MQ MQ N G T SP D M SE 4WG600 LEVEL 1 LEVEL 1 GE C 2 GE C 1 GE C 1 GE C 1 GE C 1 GE C 1 GE C 1 LNL1 T6 GE C PR I SE C LNL2 LNL3 SE 4WG400 MDP1 (HGR) 4WG225 MQ MQ MQ MQ J MQ MQ J MQ GENERAL NOTES **REFER TO ELECTRICAL PROJECT NOTES SHEET FOR ADDITIONAL REQUIREMENTS** 1. ELECTRICAL AND DATA DEVICES SHALL BE GREY IN COLOR WITH STAINLESS STEEL COVERPLATES. 1 2 3 44 D EWH-1 P-1 B-1 GF-1 48" 48" 48" EPO E2 SMCP-1 LNL3-1 LNL3-3 LNL3-3 LNL3-3 GDP-1 HOLY CROSS ENERGY UTILITY TRANSFORMER CT-1 NEMA 3R GROUND ROD UFER GROUND BUILDING STEEL COLD WATER PIPE GROUND RING TECHNOLOGY GROUND BAR HANGAR T-LNL1 MSD-1 600AF 600AT NEMA 3R JANITOR GSE MGB 1 6 BAS 2D 48" F-4 PW-1 EUH-2 GWH-1 PP-1 E8 FACP E7 MD-1 LNL2-20 LNL2-16 LNL2-22 6 C DFC-1E9 E17 LNL2-2 LNL2-2 LNL2-4 LNL2-6,8 E21 © Copyright BCER Engineering ALL DRAWINGS, SPECIFICATIONS, AND OTHER WORK PRODUCT PREPARED BY BCER ENGINEERING FOR THIS PROJECT ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE PROPERTY OF BCER ENGINEERING. BCER ENGINEERING SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO. Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . Drawn By 6/ 1 5 / 2 0 2 3 3 : 4 8 : 1 0 P M C: \ U s e r s \ a w i n n i n g \ D o c u m e n t s \ 6 6 8 2 2 0 5 5 - 2 0 2 1 9 9 A A S - R I L , H g r X _ E l e c _ R 2 1 _ a w i n n i n g B C E R . r v t E5.01 ELECTRICAL ONE-LINE DIAGRAM 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BCER PROJECT 66822055 JTV AAW D. CONDUIT SIZES BASED ON EMT OR PVC TYPE AS SHOWN AND THW/THHW/THW-2/TW WIRE INSULATION. C. ALL CONDUCTORS ARE COPPER WITH 60°C TERMINATIONS UP TO #1 AWG AND 75°C TERMINATIONS FOR LARGER CONDUCTORS PER NEC 110.14. B. WIRE SIZES CORRELATING TO OVERCURRENT DEVICE SETTING ARE NOT SIZED FOR VOLTAGE DROP. CONTRACTOR IS RESPONSIBLE FOR INCREASING WIRE AND CONDUIT SIZE TO MAINTAIN NO MORE THAN 3% VOLTAGE DROP FOR FEEDERS BASED ON MAX ALLOWABLE LOAD. A. EQUIPMENT GROUNDING CONDUCTOR SIZED PER TABLE 250.122 OF 2020 NEC. NOTES: - MECH REFER TO MECHANICAL EQUIPMENT SCHEDULE GEC2 #6 - SE 2(4#350)3"C-PVC GEC1 #3/0 3000 3WG3000 8[(3#500KCMIL + 1#400KCMILG)3"C] 4WG3000 8[(4#500KCMIL + 1#400KCMILG)3-1/2"C] 2500 3WG2500 7[(3#500KCMIL + 1#350KCMILG)3"C] 4WG2500 7[(4#500KCMIL + 1#350KCMILG)3-1/2"C] 2000 3WG2000 6[(3#500KCMIL + 1#250KCMILG)3"C] 4WG2000 6[(4#500KCMIL + 1#250KCMILG)3-1/2"C] 1600 3WG1600 5[(3#500KCMIL + 1#4/0G)3"C] 4WG1600 5[(4#500KCMIL + 1#4/0G)3-1/2"C] 1200 3WG1200 4[(3#350KCMIL + 1#3/0G)2-1/2"C] 4WG1200 4[(4#350KCMIL + 1#3/0G)3"C] 1000 3WG1000 4[(3#250KCMIL + 1#2/0G)2-1/2"C] 4WG1000 4[(4#250KCMIL + 1#2/0G)3"C] 800 3WG800 2[(3#500KCMIL + 1#1/0G)3"C] 4WG800 2[(4#500KCMIL + 1#1/0G)3-1/2"C] 600 3WG600 2[(3#350KCMIL + 1#1G)2-1/2"C] 4WG600 2[(4#350KCMIL + 1#1G)3"C] 500 3WG500 2[(3#250KCMIL + 1#2G)2-1/2"C] 4WG500 2[(4#250KCMIL + 1#2G)2-1/2"C] 400 3WG400 (3#500KCMIL + 1#3G)3"C 4WG400 (4#500KCMIL + 1#3G)3-1/2"C 350 3WG350 (3#500KCMIL + 1#3G)3"C 4WG350 (4#500KCMIL + 1#3G)3-1/2"C 300 3WG300 (3#350KCMIL + 1#4G)2-1/2"C 4WG300 (4#350KCMIL + 1#4G)3-1/2"C 250 3WG250 (3#250KCMIL + 1#4G)2-1/2"C 4WG250 (4#250KCMIL + 1#4G)2-1/2"C 225 3WG225 (3#4/0 + 1#4G)2"C 4WG225 (4#4/0 + 1#4G)2-1/2"C 200 3WG200 (3#3/0 + 1#6G)2"C 4WG200 (4#3/0 + 1#6G)2"C 175 3WG175 (3#2/0 + 1#6G)2"C 4WG175 (4#2/0 + 1#6G)2"C 150 3WG150 (3#1/0 + 1#6G)1-1/2"C 4WG150 (4#1/0 + 1#6G)2"C 125 3WG125 (3#1 + 1#6G)1-1/2"C 4WG125 (4#1 + 1#6G)2"C 100 3WG100 (3#1 + 1#8G)1-1/4"C 4WG100 (4#1 + 1#8G)1-1/2"C 70 3WG70 (3#4 + 1#8G)1"C 4WG70 (4#4 + 1#8G)1-1/4"C 60 3WG60 (3#4 + 1#10G)1"C 4WG60 (4#4 + 1#10G)1-1/4"C 50 3WG50 (3#6 + 1#10G)3/4"C 4WG50 (4#6 + 1#10G)1"C 40 3WG40 (3#8 + 1#10G)3/4"C 4WG40 (4#8 + 1#10G)3/4"C 30 3WG30 (3#10 + 1#10G)3/4"C 4WG30 (4#10 + 1#10G)3/4"C 20 3WG20 (3#12 + 1#12G)1/2"C 4WG20 (4#12 + 1#12G)3/4"C FEEDER IDENTIFIER COPPER CONDUCTORS IN EMT FEEDER IDENTIFIER COPPER CONDUCTORS IN EMT OC DEVICE SETTING THREE WIRE + GROUND FOUR WIRE + GROUND FEEDER TABLE E. CONDUIT SIZES BASED ON EMT TYPE AND THW/THHW/THW-2/TW WIRE INSULATION. D. CONDUCTORS ARE COPPER WITH 60° C TERMINATIONS UP TO #1 AWG AND 75° C TERMINATIONS FOR LARGER CONDUCTORS PER N.E.C. 110.14. C. SUPPLY SIDE BONDING JUMPER SIZED PER TABLE 250.102(C)(1) OF 2020 N.E.C. B. EQUIPMENT BONDING JUMPER SIZED PER TABLE 250.102(C)(1) OF 2020 N.E.C. A. GROUNDING ELECTRODE CONDUCTOR SIZED PER TABLE 250.66 OF 2020 N.E.C. NOTES: T9 500 600 750 2[(3#500KCMIL & 1#1/0G)3"C] 1388 1600 5[(4#400KCMIL & 1#250KCMIL-G)4"C] #3/0 T8 300 360 450 2[(3#4/0 & 1#2G)2"C] 833 1000 4[(4#250KCMIL & 1#2/0G)2-1/2"C] #2/0 T7 225 270 350 (3#500KCMIL & 1#3G)3"C 625 700 2[(4#500KCMIL & 1#2/0G)3-1/2"C] #2/0 T6 150 180 225 (3#4/0 & 1#4G)2"C 416 500 2[(4#250KCMIL & 1#1/0G)3-1/2"C] #1/0 T5 112.5 135 175 (3#2/0 & 1#6G)2"C 312 350 (4#500KCMIL & 1#1/0G)3-1/2"C #1/0 T4 75 90 125 (3#1 & 1#6G)1-1/2"C 208 225 (4#4/0 & 1#2G)2-1/2"C #2 T3 45 54 70 (3#4 & 1#8G)1"C 125 150 (4#1/0 & 1#6G)2"C #6 T2 30 36 45 (3#6 & 1#10G)1"C 84 100 (4#1 & 1#6G)2"C #6 T1 15 18 25 (3#10 & 1#10G)3/4"C 42 50 (4#6 & 1#8G)1"C #8 FLA OCP (A) FEEDER (PRI) SEE NOTES: B, D, E FLA OCP (A) FEEDER (SEC) SEE NOTES: B, C, D, E KEY KVA 480 VOLT, 3 PHASE DELTA - PRIMARY 208Y/120 VOLT, 3 PHASE, 4W - SECONDARY GROUND ELECTRODE CONDUCTOR (GEC) SEE NOTE: A DRY TYPE TRANSFORMER SCHEDULE WORK NOTES E2 PROVIDE RED-MUSHROOM STYLE PUSH BUTTON EMERGENCY POWER OFF WITH FLIP COVER LABELED 'BOILER SHUTDOWN'. PROVIDE WIRING TO BOILER CONTROL PANELS FOR SHUTDOWN PURE MANUFACTURER REQUIREMENTS. PROVIDE WETTING VOLTAGE FROM CIRCUIT INDICATED AS REQUIRED. E7 PROVIDE 120V CONNECTION TO FIRE ALARM CONTROL PANEL. COORDINATE FINAL REQUIREMENTS AND LOCATION WITH SYSTEM PROVIDER. E8 PROVIDE 120V CIRCUIT FOR BUILDING AUTOMATION/CONTROLS. COORDINATE FINAL REQUIREMENTS AND LOCATIONS WITH SYSTEM PROVIDER AND MECHANICAL CONTRACTOR. E9 PROVIDE 208V,1-PHASE, NEMA 6-30R FOR SERVER RACK. CIRCUIT SHALL BE 3#10,1#10G IN 3/4"C. COORDINATE FINAL REQUIREMENTS AND LOCATIONS WITH OWNER. E17 (2) 2 INCH CONDUITS TURNED UP THROUGH SLAB AND CAPPED 12 INCHES AFF. FINAL STUB UP LOCATION SHALL BE CONFIRMED WITH OWNER AND BE WITHIN 6 INCHES FROM WALL FACE. REFER TO SITE PLAN FOR ADDITIONAL INFORMATION. E21 PROVIDE TECHNOLOGY GROUND BAR PER OWNER REQUIREMENTS. EXTEND GROUND BACK TO MAIN BUILDING GROUND. REFER TO SINGLE LINE FOR ADDITIONAL INFORMATION. 0 4'4' 2' 1/4" = 1'-0" 1 ENLARGED POWER PLAN - BOILER ROOM NOT TO SCALE 4 ELECTRICAL ONE-LINE 1 - PROVIDE AS BOTTOM-MOUNT SUB-FEED BREAKER. CIRCUIT NOTES (NTS) PANEL CAPACITY:500 A SPARE CAPACITY:201 A Appliance - Commercial 1200 VA 100.00% 1200 VA DEMAND CURRENT:299 A Equipment 33668 VA 100.00% 33668 VA Receptacle 33720 VA 64.83% 21860 VA DEMAND LOAD:107643 VA Motor 49340 VA 103.19% 50915 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTALS TOTAL CONNECTED LOAD:40852 VA 36742 VA 40334 VA 83 -- -- -- -- 19020 4992 -- -- -- -- 84 81 -- -- -- -- 20100 4992 60 2 EVC-B 82 79 1 LNL2 3 400 23550 4992 -- -- -- -- 80 77 SPARE 1 20 0 4992 60 2 EVC-A 78 75 SPARE 1 20 0 -- -- 1 SPACE 76 73 SPARE 1 20 0 -- -- 1 SPACE 74 71 SPARE 1 20 0 -- -- 1 SPACE 72 69 SPARE 1 20 0 0 20 1 SPARE 70 67 SPARE 1 20 0 0 20 1 SPARE 68 65 SPARE 1 20 0 0 20 1 SPARE 66 63 SPARE 1 20 0 0 20 1 SPARE 64 61 SPARE 1 20 0 0 20 1 SPARE 62 59 SPARE 1 20 0 0 20 1 SPARE 60 57 SPARE 1 20 0 0 20 1 SPARE 58 55 SPARE 1 20 0 0 20 1 SPARE 56 53 SPARE 1 20 0 0 20 1 SPARE 54 51 SPARE 1 20 0 0 20 1 SPARE 52 49 SPARE 1 20 0 500 20 1 SIGN SOUTH 50 47 TENANT A SPARE 1 20 0 500 20 1 SIGN WEST 48 45 TENANT A SPARE 1 20 0 1500 20 1 HANGAR SOUTH 46 43 TENANT A SPARE 1 20 0 180 20 1 EXT HANGAR SW 44 41 A-EAST 1 20 180 1500 20 1 HANGAR NORTH 42 39 A-SOUTH 1 20 180 1500 20 1 HANGAR OHD NORTH 40 37 A-EAST 1 20 360 1500 20 1 HANGAR EAST ELEC 38 35 A-NORTH/EXT 1 20 360 1500 20 1 HANGAR EAST 36 33 A-F-3 / MD 1 20 1570 34 31 TENANT B SPARE 1 20 0 1800 20 1 WS-1 32 29 TENANT B SPARE 1 20 0 180 20 1 EXT SE / H20 ENTRY 30 27 TENANT B SPARE 1 20 0 500 20 1 EXT EAST SIGN 28 25 B-WEST 1 20 180 180 20 1 EXT EAST 26 23 B-SOUTH 1 20 180 1000 20 1 GRH-1/2 / THERM 24 21 B-EAST 1 20 360 1000 20 1 GRH-3/4 / THERM 22 19 B-NORTH / EXT 1 20 360 1000 20 1 GRH-7/8 / THERM 20 17 B-F-2 / MD 1 20 1570 1000 20 1 GRH-5/6 / THERM 18 15 TENANT C SPARE 1 20 0 1500 -- -- -- -- 16 13 TENANT C SPARE 1 20 0 1500 20 2 CU-4 14 11 TENANT C SPARE 1 20 0 1500 -- -- -- -- 12 9 C-WEST 1 20 180 1500 20 2 CU-3 10 7 C-SOUTH 1 20 180 1500 -- -- -- -- 8 5 C-EAST 1 20 360 1500 20 2 CU-2 6 3 C-NORTH/EXT 1 20 360 1500 -- -- -- -- 4 1 C-F-1 / MD 1 20 1570 1500 20 2 CU-1 2 CKT NTS DESCRIPTION P CB A B C CB P DESCRIPTION NTS CKT PANEL NOTES:PROVIDE AS 26 INCH WIDE VERTICAL ENCLOSURE WITH SUB-FEED BREAKER. MCB RATING:500 A LOCATION:Hangar 100 VOLTAGE:208Y/120V, 3-PH MAINS TYPE:MCB FED FROM:T-LNL1 AIC RATING:10,000 GROUNDING BUS:Yes ENCLOSURE:NEMA 1 AMPACITY:600 A NEUTRAL BUS:100%MOUNTING:SURFACE PANEL: LNL1 0 4'4' 2' 1/4" = 1'-0" 2 ENLARGED POWER PLAN - MECHANICAL ROOM 0 4'4' 2' 1/4" = 1'-0" 3 ENLARGED POWER PLAN - IT ROOM CIRCUIT NOTES (NTS) PANEL CAPACITY:225 A SPARE CAPACITY:125 A DEMAND CURRENT:100 A Equipment 4500 VA 100.00% 4500 VA Receptacle 15840 VA 81.57% 12920 VA DEMAND LOAD:35895 VA Motor 16900 VA 109.32% 18475 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTALS TOTAL CONNECTED LOAD:15840 VA 11880 VA 9520 VA 59 SPACE 1 -- -- 0 20 1 SPARE 60 57 SPACE 1 -- -- 0 20 1 SPARE 58 55 SPACE 1 -- -- 0 20 1 SPARE 56 53 SPACE 1 -- -- 0 20 1 SPARE 54 51 SPACE 1 -- -- 0 20 1 SPARE 52 49 SPACE 1 -- -- 0 20 1 SPARE 50 47 SPACE 1 -- -- 0 20 1 SPARE 48 45 SPACE 1 -- -- 0 20 1 SPARE 46 43 SPACE 1 -- -- 0 20 1 SPARE 44 41 SPARE 1 20 0 1700 20 1 CF-3 42 39 SPARE 1 20 0 200 20 1 RD-1 40 37 SPARE 1 20 0 540 20 1 MEZZ NORTH 38 35 SPARE 1 20 0 360 20 1 MEZZ EAST 36 33 SPARE 1 20 0 540 20 1 MEZZ SOUTH 34 31 SPARE 1 20 0 1500 20 1 WASH OHD 32 29 SPARE 1 20 0 1500 20 1 R-WASH 30 27 SPARE 1 20 0 1500 20 1 R-WASH 28 25 SPARE 1 20 0 1500 20 1 R-WASH 26 23 SPARE 1 20 0 500 20 1 GSE GDP-1 24 21 BOILER GDP-1 1 20 500 1500 20 1 R-GSE 22 19 B-1 1 50 2500 1500 20 1 R-GSE 20 17 -- -- -- -- 500 1500 20 1 GSE HANGAR OHD 18 15 EWH-1 2 20 500 1500 20 1 R-GSE 16 13 -- -- -- -- 2100 1500 20 1 R-GSE 14 11 -- -- -- -- 2100 500 20 1 GRH-9 / T-GRH-9 12 9 P-1 3 35 2100 1500 20 1 R-GSE 10 7 GF-1 1 20 1500 1500 20 1 GSE EXT OHD 8 5 SMCP-1 1 20 500 360 20 1 R-GSE EXT MD 6 3 R-BOILER ROOM 1 20 540 1500 20 1 R-GSE 4 1 BOILER EPO VOLT 1 20 0 1700 20 1 EF-3 2 CKT NTS DESCRIPTION P CB A B C CB P DESCRIPTION NTS CKT PANEL NOTES: MCB RATING:225 A LOCATION:GSE 108 VOLTAGE:208Y/120V, 3-PH MAINS TYPE:MCB FED FROM:LNL2 AIC RATING:10,000 GROUNDING BUS:Yes ENCLOSURE:NEMA 4X STAINLESS AMPACITY:225 A NEUTRAL BUS:100%MOUNTING:SURFACE PANEL: LNL3 1 - COORDINATE FINAL BREAKER SIZE WITH EQUIPMENT PROVIDED BEFORE SUBMITTAL. 2 - PROVIDE 30mA GFCI CIRCUIT BREAKER. PANEL CAPACITY:600 A Appliance - Commercial 1200 VA 100.00% 1200 VA SPARE CAPACITY:198 A Lighting 15293 VA 125.00% 19116 VA DEMAND CURRENT:402 A Equipment 205532 VA 100.00% 205532 VA Receptacle 33720 VA 64.83% 21860 VA DEMAND LOAD:334048 VA Motor 83840 VA 102.98% 86340 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTALS TOTAL CONNECTED LOAD:339585 VA 42 200A BUSSED SPACE -- -- 3 -- 41 200A BUSSED SPACE -- -- 3 -- 40 200A BUSSED SPACE -- -- 3 -- 39 SPARE 20 A 20 A 1 0 38 SPARE 20 A 20 A 1 0 37 SPARE 60 A 60 A 3 0 36 SPARE 60 A 60 A 3 0 35 SPARE 60 A 60 A 3 0 34 ECUH-1 20 A 20 A 3 10000 33 CF-2 20 A 20 A 3 1800 32 CF-1 20 A 20 A 3 1800 31 AC-1 20 A 20 A 3 6300 30 L-GSE / WASH BAY 20 A 20 A 1 849 29 L-SUITES 20 A 20 A 1 714 28 L-SUPPORT 20 A 20 A 1 572 27 L-APRON 20 A 20 A 1 900 26 L-EXTERIOR HIGH WALLPACKS 20 A 20 A 1 644 25 HGR SOUTH-B 20 A 20 A 1 1940 24 HGR SOUTH-A 20 A 20 A 1 1940 23 HGR CENTER 20 A 20 A 1 1940 22 HGR NORTH-B 20 A 20 A 1 1940 21 EUH-2 20 A 20 A 3 3300 20 PW-1 20 A 20 A 3 6300 19 HT NORTH 20 A 20 A 1 4000 2 18 HT NORTH 20 A 20 A 1 4000 2 17 HT NORTH 20 A 20 A 1 4000 2 16 HT SOUTH 20 A 20 A 1 4000 2 15 HT SE 20 A 20 A 1 4000 2 14 HT SW 20 A 20 A 1 4000 2 13 EUH-1 20 A 20 A 3 5000 12 HGR SPECIAL SOUTH 60 A 60 A 3 33216 11 HGR SPECIAL EAST 60 A 60 A 3 33216 10 HGR SPECIAL EAST ELEC 60 A 60 A 3 33216 9 HGR SPECIAL NORTH 60 A 60 A 3 33216 8 HGD-2 30 A 40 A 3 7500 7 HGD-1 30 A 40 A 3 7500 6 T-LNL1 225 A 225 A 3 117928 5 INV-3 - INT 20 A 20 A 1 882 4 INV-2 EXT 20 A 20 A 1 108 3 INV-1 HANGAR 20 A 20 A 1 924 2 HGR NORTH-A 400 A 20 A 1 1940 1 EXTERNAL SDP 30 A 30 A 1 0 1 CKT DESCRIPTION FRAME RATING POLES Load REMARKS PANEL NOTES:DISTRIBUTION PANEL STYLE. MCB RATING:-LOCATION:Hangar 100 VOLTAGE:480Y/277V, 3-PH MAINS TYPE:MLO FED FROM:UTIL-1 AIC RATING:35,000 GROUNDING BUS:Yes ENCLOSURE:NEMA 1 AMPACITY:600 A NETURAL BUS:100%MOUNTING:SURFACE PANEL: MDP-1 1 - PROVIDE RED, LOCKABLE CIRCUIT BREAKER. 2 - PROVIDE AS BOTTOM MOUNTED SUB-FEED CIRCUIT BREAKER. CIRCUIT NOTES (NTS) PANEL CAPACITY:225 A SPARE CAPACITY:66 A Appliance - Commercial 1200 VA 100.00% 1200 VA DEMAND CURRENT:159 A Equipment 10700 VA 100.00% 10700 VA Receptacle 23940 VA 70.89% 16970 VA DEMAND LOAD:57275 VA Motor 26830 VA 105.87% 28405 VA LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR DEMAND LOAD TOTALS TOTAL CONNECTED LOAD:23550 VA 20100 VA 19020 VA 41 SPARE 1 20 0 9520 -- -- -- -- 42 39 SPARE 1 20 0 11880 -- -- -- -- 40 37 SPARE 1 20 0 15840 225 3 LNL3 2 38 35 SPARE 1 20 0 0 20 1 SPARE 36 33 SPARE 1 20 0 0 20 1 SPARE 34 31 SPARE 1 20 0 0 20 1 SPARE 32 29 SPARE 1 20 0 0 20 1 SPARE 30 27 SPARE 1 20 0 0 20 1 SPARE 28 25 SPARE 1 20 0 0 20 1 SPARE 26 23 NORTH EXT 1 20 360 1000 20 1 PP-1 24 21 GSE OFFICE 1 20 720 1500 20 1 MECH ROOM 22 19 HALL 1 20 360 500 20 1 BAS/CONT PWR 20 17 HALL DISPOSAL 1 20 1200 1800 20 1 GWH-1 18 15 HALL CNTR 1 20 1500 500 20 1 FACP 1 16 13 HALL CNTR 1 20 1500 1570 20 1 F-4 / MD 14 11 EWC 1 20 1200 2080 -- -- -- -- 12 9 EF-2 1 20 700 2080 30 2 DCU-1 10 7 EF-1 1 20 700 1500 -- -- -- -- 8 5 JAN CLST 1 20 360 1500 30 2 IT SERVER RACK 6 3 TLT 103 1 20 860 360 20 1 IT RACK QUAD 4 1 TLT 102 1 20 860 720 20 1 IT QUADS 2 CKT NTS DESCRIPTION P CB A B C CB P DESCRIPTION NTS CKT PANEL NOTES:FED FROM BOTTOM-MOUNT BREAKER. MCB RATING:-LOCATION:Jan/Storage 104 VOLTAGE:208Y/120V, 3-PH MAINS TYPE:MLO FED FROM:LNL1 AIC RATING:10,000 GROUNDING BUS:Yes ENCLOSURE:NEMA 3R AMPACITY:400 A NEUTRAL BUS:100%MOUNTING:SURFACE PANEL: LNL2 X10 PW-1 90 480 12 C S 600 S 617 1 30,565 16.0878 0.0585 1,789 X10 X9 EUH-2 130 480 12 C S 600 S 617 1 30,565 23.2380 0.0413 1,261 X9 X8 EUH-1 170 480 12 C S 600 S 617 1 30,565 30.3881 0.0319 974 X8 X7 LNL3 60 208 4X C S 600 S 16673 1 7,839 0.2349 0.8098 6,348 X7 X6 LNL2 65 208 500 C S 600 S 26706 2 8,516 0.0863 0.9206 7,839 X6 X5 LNL1 5 208 500 C S 600 S 26706 2 8,572 0.0067 0.9934 8,516 X5 X4 T-LNL1 480 208 112.5 T S 600 S 3.2 1 30,565 7.2280 0.1215 8,572 X4 X3 MDP-1 5 480 350 C S 600 S 22737 2 30,940 0.0123 0.9879 30,565 X3 X2 MSD-1 5 480 350 C S 600 S 22737 2 31,324 0.0124 0.9877 30,940 X2 X1 CT-1 25 480 350 C S 600 S 22737 2 33,400 0.0663 0.9379 31,324 X1 X0 UTILITY (500KVA, 1.8%Z) 33,400 X0 VOLTAGE VOLTAGE KVA RATING (C OR A) T=XFRMR (V) RUNS UPSTREAM PRIMARY SECONDARY XFRMR TRANSFORMER (S OR N) CLASS (S OR T) VALUE PARALLEL AVAILABLE DESCRIPTION LENGTH/ VOLTAGE/ WIRE SIZE/ WIRE MATERIAL/ CONDUIT VOLTAGE WIRES C OR Z # OF Isc f M I(sc Fault) PROJECT NAME:ATLANTIC AVIATION RIFLE PROJECT NO: 66822055 BY: AAW SHORT CIRCUIT SCHEDULE BTN-1 06-16-23 1 1 1 1 1 1 1 1 1 06/15/23 SCOPE OF WORK THE SCOPE OF WORK SHALL INCLUDE THE FOLLOWING: 1.THE LAYOUT, INSTALLATION AND TESTING OF THE NEW FIRE PROTECTION AUTOMATIC WET-PIPE SPRINKLER SYSTEMS, FOR PROTECTION THROUGHOUT THE NEW FACILITY. IT IS ANTICIPATED THAT A FIRE PUMP WILL NOT BE REQUIRED BASED ON THE LARGEST AMOUNT OF WATER FLOW AND PRESSURE IN THE HANGAR BAY. 2.SCOPE OF WORK BEGINS AT ABOVE FINISHED FLOOR IN THE NEW BUILDING . GENERAL NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS AND LABOR NECESSARY FOR THE INSTALLATION OF THE NEW FIRE PROTECTION SYSTEMS/COMPONENTS PURSUANT TO THESE DOCUMENTS. WORK SHALL BE COMPLETED IN EVERY RESPECT RESULTING IN A COMPLETE AND FULLY OPERATIONAL SYSTEM INSTALLED ENTIRELY IN ACCORDANCE WITH THE APPLICABLE CODES, STANDARDS, MANUFACTURER'S RECOMMENDATIONS AND UNDERWRITERS LABORATORIES, INC. (UL) LISTING. 2. DRAWINGS (PLANS, 3D COORDINATION MODEL, SCHEMATICS, AND DIAGRAMS) INDICATE THE GENERAL SIZE, LOCATION AND ARRANGEMENT OF PIPING SYSTEMS. SO FAR AS PRACTICAL, INSTALL PIPING AS INDICATED. DRAWINGS ARE DIAGRAMMATIC IN CHARACTER AND DO NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, VALVE, FITTING, ETC. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THAT THE WORK IS BUILDABLE AS SHOWN. 3. FIRE PROTECTION CONTRACTOR SHALL DETERMINE FINAL SIZING OF PIPING THROUGH HYDRAULIC CALCULATION DURING SHOP DRAWINGS PHASE IN ACCORDANCE WITH REQUIRED CODES AND STANDARDS. SUPPLY MAIN SIZE SHALL NOT BE REDUCED WITHOUT ENGINEERING ACCEPTANCE. 4. LOCALLY ADOPTED CODES A. INTERNATIONAL BUILDING CODE (IBC), 2015 EDITION AS AMENDED BY GARFIELD COUNTY B.INTERNATIONAL FIRE CODE (IFC), 2018 EDITION AS AMENDED BY GARFIELD COUNTY 5.INSTALL FIRE SUPPRESSION SYSTEM PER THE FOLLOWING STANDARDS: A. NFPA 13, STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS, 2016 EDITION B. NFPA 24, STANDARD FOR INSTALLATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES, 2016 EDITION C. NFPA 25, STANDARD FOR THE INSPECTION, TESTING AND MAINTENANCE OF WATER-BASED FIRE PROTECTION SYSTEMS, 2017 EDITION D. NFPA 291, RECOMMENDED PRACTICE FOR FIRE FLOW TESTING AND MARKING OF HYDRANTS, 2016 EDITION E. NFPA 409, STANDARD ON AIRCRAFT HANGARS, 2016 EDITION, 2022 EDITION WITH APPROVAL BY THE AHJ 6.THE NEW FIRE PROTECTION HANGERS AND BRACING SHALL BE SUPPORTED IN ACCORDANCE WITH NFPA 13, 2016 EDITION. ALL HANGERS SHALL BE INSTALLED SQUARE AND PLUMB AND RESIST UPWARD MOVEMENT OF THE PIPING. 7.ALL CONTROL VALVES ON THE FIRE PROTECTION SYSTEM TO BE ELECTRICALLY SUPERVISED (WIRING BY OTHERS). 8.PENETRATIONS THROUGH FIRE AND/OR SMOKE RATED WALLS, BARRIERS, PARTITIONS OR FLOORS SHALL BE SEALED. PROVIDE UL 1479 LISTED PRODUCTS AND ASSEMBLIES CONFORMING TO ASTM E 814 FOR SEALING ALL OPENINGS. SELECTED ASSEMBLIES SHALL BE UP TO DATE AND CURRENTLY LISTED WITHIN THE LISTING AGENCIES CATALOG OF ASSEMBLIES. 9.CUTTING OF STRUCTURAL MEMBERS TO BE DONE (BY OTHERS) ONLY WITH THE WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER. 10.ACCESS PANELS SHALL BE PROVIDED TO ALL VALVES ABOVE NON-ACCESSIBLE CEILINGS AND CHASES. 11.CONTRACTOR SHALL PROVIDE VALVES AND FITTINGS RATED FOR THE MAXIMUM ANTICIPATED SYSTEM PRESSURE. 12.ALL EQUIPMENT SHALL BE LOCATED SUCH THAT IT DOES NOT INTERFERE WITH THE PATH OF EGRESS. 13.ADD AN AUTOMATIC AIR VENT AT THE HIGHEST POINT OF SYSTEM. 14.FINAL INSPECTION AND APPROVAL SHALL BE BY LOCAL FIRE DEPARTMENT AND ARCHITECT/ENGINEER. DESIGN CRITERIA 1. DESIGN AND INSTALLATION ARE IN ACCORDANCE WITH 2016 NFPA 13, "STANDARD FOR THE INSTALLATION OF SPRINKLER SYSTEMS", 2022 NFPA 409 "STANDARD ON AIRCRAFT HANGARS", AND AUTHORITIES HAVING JURISDICTION. 2. THE PROTECTION OF THE STORAGE HANGAR BAY WILL CONFORM TO NFPA 409 SECTION 9.2.5 WHICH LISTS THE CRITERIA FOR THE PROTECTION OF STORAGE AIRCRAFT HANGARS USING A CLOSED-HEAD WATER SPRINKLER SYSTEM. 3. LIGHT HAZARD (LH) AREAS ARE HYDRAULICALLY CALCULATED AT A DENSITY OF 0.10 GPM/SQ.FT. OVER A REMOTE AREA OF 1,500 SQ.FT. INCLUDING 100 GPM FOR OUTSIDE HOSE. LIGHT HAZARD AREAS SHALL INCLUDE OFFICE, BREAK, AND OTHER SIMILAR AREAS. 4. ORDINARY HAZARD GROUP I (OH1) AREAS ARE HYDRAULICALLY CALCULATED AT A DENSITY OF 0.15 GPM/SQ.FT. OVER A REMOTE AREA OF 1,500 SQ.FT. AND INCLUDE 250 GPM FOR OUTSIDE HOSE. ORDINARY GROUP I HAZARD AREAS SHALL INCLUDE: ELECTRICAL, MECHANICAL, AND OTHER SIMILAR AREAS. 5. ORDINARY HAZARD GROUP II (OH2) DESIGN AREA WILL CONSIST OF STORAGE ROOMS, METAL WORKING, REPAIR GARAGES, AND SHOP AREAS. THESE AREAS WILL BE CALCULATED AT A DENSITY OF 0.20 GPM/FT². OVER REMOTE AREA OF 1,500 FT² AND INCLUDE 250 GPM FOR OUTSIDE HOSE STREAM. TO STAY WITHIN OH2 DESIGN CRITERIA, MATERIAL SHALL BE STORED AS FOLLOWING: A. MATERIALS AND EQUIPMENT PRIMARILY CONSTRUCTED OF NONCOMBUSTIBLE MATERIALS, AND COMBUSTIBLES, SUCH AS WOOD, CARDBOARD, PAPER AND NON-MELTING, UNEXPANDED PLASTICS (E.G., SILICONE RUBBER, PVC, PTFE, MELAMINE, ETC.) MAY BE STORED IN THE FOLLOWING MANNERS: a. IN PILES OR ON PALLETS UP TO 12 FT HIGH OR TO A HEIGHT THAT IS WITHIN 18 INCHES OF THE PLANE CREATED BY THE SPRINKLER DEFLECTORS, WHICHEVER IS LOWER. b. ON SHELVES OR RACKS, SINGLE OR BACK-TO-BACK, UP TO 10 FT HIGH OR TO A HEIGHT THAT IS WITHIN 18 INCHES OF THE PLANE CREATED BY THE SPRINKLER DEFLECTORS, WHICHEVER IS LOWER. B. MATERIALS AND EQUIPMENT PRIMARILY CONSTRUCTED OF MELTING PLASTICS (E.G., POLYSTYRENE, POLYPROPYLENE, POLYURETHANE, ETC.), EXPANDED PLASTICS OF ANY TYPE OR RUBBER AND MATERIALS/EQUIPMENT STORED ON PLASTIC PALLETS SHALL BE STORED NO MORE THAN 5 FT HIGH, REGARDLESS OF STORAGE CONFIGURATION (I.E., PILED, PALLETIZED, SHELVES, RACKS, ETC.). C. WOOD PALLETS MAY BE STORED IN STACKS NO MORE THAN 6 FT HIGH IN GROUPS OF NO MORE THAN FOUR STACKS. WHERE ADDITIONAL STACK GROUPS ARE NEEDED, THEY SHALL BE SEPARATED BY EITHER 8 FT OF CLEAR SPACE OR 25 FT OF OTHER STORAGE TYPES. D. EMPTY PLASTIC PALLETS SHALL NOT BE STORED IN ANY OF THE NOTED AREAS. THEY SHALL BE REMOVED FROM THE FACILITY AREA. 6. HANGAR BAY (HANG) IS HYDRAULICALLY CALCULATED AT A DENSITY OF 0.17 GPM/SQ.FT. OVER 5,000 SQ.FT. IN ACCORDANCE WITH NFPA 409-22, 9.2.5. STANDARD RESPONSE SPRAY SPRINKLERS WITH K-FACTOR OF 5.6 OR 8.0 THAT ARE LISTED FOR STORAGE APPLICATION SHALL BE USED.THE PROJECTION AREA ON THE FLOOR SHALL BE LIMITED TO 130 SQ.FT. PER SPRINKLER. THE MAXIMUM DISTANCE BETWEEN SPRINKLER OR BRANCHLINES SHALL BE 12 FEET AS PRESCRIBED BY NFPA 409-22, 8.2.2.3. WITH APPROVAL FROM THE AHJ. INCLUDE 500 GPM FOR OUTSIDE HOSE STREAM PER NFPA 409-22, 9.8.6. 7. HYDRAULIC CALCULATIONS SHALL INCLUDE A MINIMUM OF 10-PSI OR 10% SAFETY MARGIN,WHICHEVER IS GREATER, AT THE BASE OF RISER. INSTALLATION NOTES 1. THE WELDING OF PIPE OR FITTINGS ON THE JOB SITE PREMISES IS PROHIBITED. 2. ALL SPRINKLERS SHALL BE INSTALLED ACCORDING TO THEIR LISTING SPACING AND OBSTRUCTION REQUIREMENTS. 3. SPRINKLER DEFLECTORS SHALL BE INSTALLED PARALLEL TO ROOF/CEILING SLOPE PER NFPA 13; 8.6.4.2.1, UNLESS OTHERWISE NOTED. 4. PIPE OR FITTINGS, AND COMPONENTS, INSTALLED IN CORROSIVE ATMOSPHERES, SUCH AS DRAIN PIPE OR HANGER ALL-THREAD ROD EXPOSED TO WEATHER CONDITIONS, SHALL BE GALVANIZED OR OTHER APPROVED CORROSION-RESISTIVE MATERIAL. 5. LOCATE SPRINKLER HEADS IN A CONSISTENT PATTERN WITH CEILING GRID, LIGHTS, AND SUPPLY AND RETURN AIR DIFFUSERS. FOR SPACES WITH LAY-IN TYPE CEILINGS, LOCATE SPRINKLERS IN CENTER OF TILE. THE DESIGN SHALL GIVE FULL CONSIDERATION TO BLIND SPACES, OTHER SYSTEM PIPING, ELECTRICAL EQUIPMENT, HVAC DUCTWORK, AND ALL OTHER TYPES OF OBSTRUCTIONS WHICH COULD PREVENT THE PROPER INSTALLATION AND OPERATION OF THE SPRINKLER SYSTEM. 6.SPRINKLERS INSTALLED IN HANGAR BAY SHALL HAVE A TEMPERATURE RATING OF NO LESS THAN 325 DEGREES FAHRENHEIT PER NFPA 409-22, 9.2.7. 7.PROVIDE SECOND LEVEL OF SPRINKLER PROTECTION UNDER HANGAR DOOR HEAD IF OVERHEAD CEILING SPRINKLERS CANNOT PROVIDE COVERAGE TO MEET THE SPRINKLER OBSTRUCTION REQIRMENTS PER NFPA 13. FLOW TEST SUMMARY STATIC PSI RESIDUAL PSI PITOT PSI ORIFICE DIAMETER COEFFICIENT OF DISCHARGE GPM (122 OBSERVED) -10% = (114 OBSERVED) -10% = 110 PSI 102 PSI 85 PSI XX" 0.90 1,547 GPM DATE 5/05/2021: TIME 12:30 PM LOCATION TESTED BY Parking Lot South of Hangar 5 Colorado River Fire Rescue ELEVATION XX FEET STATIC HYDRANT ELEVATION XX FEET HAZARD CLASSIFICATION LIGHT HAZARD SPRINKLER SYSTEM ORDINARY HAZARD GROUP 1 SPRINKLER SYSTEM HANGAR BAY LH OH1 HANG OH2 ORDINARY HAZARD GROUP 2 SPRINKLER SYSTEM JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 2 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F0.00 Sprinkler Cover Sheet 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 BTN-1 06-16-23 BTN-1 16/Jun/2023 Hangar 30,000 SF Lean-To 4,530 SF 8" SPRINKLER SUPPLY COORDINATE LOCATION WITH CIVIL DRAWINGS FIRE DEPARTMENT CONNECTION OIL/WATER SEPARATOR DUMPSTER ENCLOSURE BETTY CLARK ROAD PA T S U L L I V A N R O A D EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT SPRINKLER RISERS JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 2 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F1.00 Sprinkler Site Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1" = 20'-0" Ref: F3.001Sprinkler Site Plan N 0'10'20'40'80' SCALE: 1" = 20'-0" BTN-1 06-16-23 SHEET NOTES 1. THIS SHEET IS FOR REFERENCE ONLY. SPRINKLER SCOPE OF WORK BEGINS AT ABOVE FINISH FLOOR IN THE NEW BUILDING. SEE CIVIL DRAWINGS FOR MORE INFORMATION. BTN-1 BTN-1 16/Jun/2023 Ga s HB HB HB CA CA CA C M 1 12 2 3 4 6 9 10 11 D E F G H I J K LA 5 7 8 B Hangar Suite A Suite B Toilet Toilet Jan/Storage Mech Hall Suite C GSE GSE Office IT Boiler LH LH LH LH OH1 OH1 OH1 OH1 OH1 OH1 OH2 OH1 HANG F4.00 1 1 F3.00 2 F3.00 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 4 1 3 7 5 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 8 10 6 6 6 6 Wash Bay KEY NOTE LEGEND 1 HANGAR WET SYSTEM SUPPLY MAIN 2 HANGAR WET SYSTEM BRANCH LINE 3 HANGAR WET SYSTEM FLOATER MAIN 4 SUPPORT SPACES WET SYSTEM SUPPLY MAIN 5 SUPPORT SPACES WET SYSTEM CROSS MAIN 6 PIPE CAP (TYP.) 7 LOW POINT DRAIN 8 FIRE DEPARTMENT CONNECTION (FDC) 9 FIRE DEPARTMENT CONNECTION PIPING 10 OPEN TO ABOVE 11 OPEN TO BELOW 12 NON COMBUSTIBLE - NON SPRINKLERED SPACE JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 3 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F2.00 First Floor Sprinkler Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0" Ref: F3.001Level 1 Sprinkler Plan N 0'4'8'16'32' SCALE: 1/8" = 1'-0" SHEET NOTES 1. SPRINKLERS IN HANGAR BAY ARE TO BE SPACED SO THEY ARE NOT OBSTUCTED BY CEILING FANS. FAN IS TO BE CENTERED BETWEEN FOUR ADAJECT SPRINKLERS. SEE NFPA 13 (2016) 11.1.7. BTN-1 06-16-23 16/Jun/2023 C 1 12 2 3 4 6 9 10 11 A 5 7 8 B 1 F3.00 Mezzanine Storage OH1 11 12 4 5 KEY NOTE LEGEND 1 HANGAR WET SYSTEM SUPPLY MAIN 2 HANGAR WET SYSTEM BRANCH LINE 3 HANGAR WET SYSTEM FLOATER MAIN 4 SUPPORT SPACES WET SYSTEM SUPPLY MAIN 5 SUPPORT SPACES WET SYSTEM CROSS MAIN 6 PIPE CAP (TYP.) 7 LOW POINT DRAIN 8 FIRE DEPARTMENT CONNECTION (FDC) 9 FIRE DEPARTMENT CONNECTION PIPING 10 OPEN TO ABOVE 11 OPEN TO BELOW 12 NON COMBUSTIBLE - NON SPRINKLERED SPACE JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 4 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F2.01 Mezzanine Sprinkler Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0"1 Mezzanine N 0'4'8'16'32' SCALE: 1/8" = 1'-0" BTN-1 06-16-23 SHEET NOTES 1. SPRINKLERS IN GSE ARE TO BE SPACED SO THEY ARE NOT OBSTUCTED BY CEILING FANS. FAN IS TO BE CENTERED BETWEEN FOUR ADAJECT SPRINKLERS. SEE NFPA 13 (2016) 11.1.7. BTN-1 16/Jun/2023 Level 1 Sprinkler Plan 100' -0" Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Low Eave 136' -9 1/16" Ridge 142' -5 1/16" B.O. Hangar Door Opening 128' -6" CMDEFGHIJKL AB 2 F3.00 6 1 3 2 6 5 Hangar GSE Level 1 Sprinkler Plan 100' -0" Eave Height 138' -0" T.O. Hangar Door Joint 130' -0" Low Eave 136' -9 1/16" Ridge 142' -5 1/16" B.O. Hangar Door Opening 128' -6" 112234691011578 1 F3.00 1 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 6 Hangar 8 4 11 KEY NOTE LEGEND 1 HANGAR WET SYSTEM SUPPLY MAIN 2 HANGAR WET SYSTEM BRANCH LINE 3 HANGAR WET SYSTEM FLOATER MAIN 4 SUPPORT SPACES WET SYSTEM SUPPLY MAIN 5 SUPPORT SPACES WET SYSTEM CROSS MAIN 6 PIPE CAP (TYP.) 7 LOW POINT DRAIN 8 FIRE DEPARTMENT CONNECTION (FDC) 9 FIRE DEPARTMENT CONNECTION PIPING 10 OPEN TO ABOVE 11 OPEN TO BELOW 12 NON COMBUSTIBLE - NON SPRINKLERED SPACE JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 5 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F3.00 Hangar Sprinkler Sections 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1/8" = 1'-0" Ref: F2.001Hangar Section N-S Scale: 1/8" = 1'-0" Ref: F2.002Hangar Section E-W 0'4'8'16'32' SCALE: 1/8" = 1'-0" 0'4'8'16'32' SCALE: 1/8" = 1'-0" SHEET NOTES 1. HANGAR SUPPLY MAIN AND FLOATER MAIN TO BE LOCATED ABOVE 30'-0" HANGAR DOOR OPENING BTN-1 06-16-23 16/Jun/2023 M M 12 12 11 11 1 F4.01 2 F4.01 FIRE DEPARTMENT CONNECTION TEST HEADER SUPPORT AREA SPRINKLER RISER HANGAR SPRINKLER RISER FIRE DEPARTMENT CONNECTION AND TEST HEADER PIPING 8" INCOMING FIRE WATER SUPPLY MAIN DRAIN PIPE JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 7 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F4.00 Sprinkler Riser Enlarged Plan 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 Scale: 1" = 1'-0" Ref: F2.001Enlarged Plan - Water Entry Scale:2 Isometric Water EntryN 0'6"1'2'4' SCALE: 1" = 1'-0"N.T.S. BTN-1 06-16-23 16/Jun/2023 Level 1 Sprinkler Plan 100' -0" 12 11 1 2 3 45 6 77 9 14 13 9 12 8 10 12 15 15 15 15 15 6 Level 1 Sprinkler Plan 100' -0" 1211 1 2 3 4 5 6 7 7 9 14 13 9 12 8 10 1515151515 11 6 12 KEY NOTE LEGEND 1 8" INCOMING SUPPLY 2 6" X 8" CONOCENTRIC REDUCER 3 BACKFLOW PREVENTER 4 WET-SPRINKLER RISER FOR HANGAR BAY 5 WET-SPRINKLER RISER FOR SUPPORT AREAS 6 COMMERCIAL RISER ASSEMBLY WITH FLOW SWITCH AND TEST DRAIN 7 SUPERVISED NORMALLY OPEN CONTROL VALVE 8 SUPERVISED NORMALLY CLOSED CONROL VALVE 9 MAIN DRAIN PIPING 10 FDC AND TEST HEADER SUPPLY PIPING 11 TEST HEADER SUPPLY PIPING 12 FDC SUPPLY PIPING 13 2-OUTLET FIRE DEPARTMENT CONNECTION 14 CHECK VALVE 15 PIPE STAND JENSEN HUGHES Consultant Seal Project Title Project Description Revision Log Issue Date Tectonic Project Number Issue Title Sheet Title Sheet Number Approved By Revision Date Al l D r a w i n g s A n d W r i t t e n M a t e r i a l A p p e a r i n g H e r e i n Co n s t i t u t e O r i g i n a l A n d Un p u b l i s h e d W o r k O f T h e D e s i g n e r A n d M a y N o t B e D u p li c a t e d , U s e d , O r Di s c l o s e d W i t h o u t W r i t t e n C o n s e n t F r o m T e c t o n i c M a n ag e m e n t G r o u p , I n c . SRB Drawn By AJK 10170 Church Ranch Way, Suite 200 Westminster, Co 80021 6/ 1 5 / 2 0 2 3 9 : 3 2 : 5 8 A M BI M 3 6 0 : / / A t l a n t i c A v H a n g a r - R I L / 2 0 2 2 0 9 A A S - R I L , Hg r 6 - F I R E . r v t F4.01 Sprinkler Riser Section Views 100% Construction Documents 202199 01/20/2023 AAS-RIL, Hgr 6 Rifle Garfield County Airport Rifle, CO At l a n t i c A v i a t i o n - Ri f l e H a n g a r 6 0'6"1'2'4' SCALE: 1" = 1'-0" 0'6"1'2'4' SCALE: 1" = 1'-0"Scale: 1" = 1'-0"1 Sprinkler Riser Section - Front Scale: 1" = 1'-0" Ref: F4.002Sprinkler Riser Section - Back BTN-1 06-16-23 16/Jun/2023