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HomeMy WebLinkAboutHARMONY COMMONS HOTEL - PDP - PDP160027 - PLANS -Precision Dr Le Fever Dr Chinook Ln Steelhead St Cinquefoil Ln Lady Moon Dr Technology Pkwy E Harmony Rd E Harmony Rd © Harmony Commons P.D.P. Hotel 1 inch = 500 feet Site Legal Description: Site Plan Notes: Land-Use Statistics Vicinity Map: NORTH LOT 6 OFF-STREET PARKING: PER LUC SECTION 3.2.2(K)(2)(A): LODGING: MIN = 1 SPACE / 2 UNITS MAX = 1SPACE/ 1 UNIT 106 UNITS REQUIRED: MIN. MAX. 1 PER 2 UNITS 53 106 PROVIDED: STANDARD 63 ACCESSIBLE 4 TOTAL SPACES PROVIDED 67 EXISTING ZONING: HC-HARMONY CORRIDOR GROSS LAND AREA: 77,273 SF 1.774 AC NUMBER OF BUILDINGS: 1 LAND USE: LODGING ESTABLISHMENT TOTAL BUILDING GROSS S.F.: 53,047 S.F. MAX. STORIES: 4 PROJECT LOCATION HANDICAP PARKING STALL EASEMENT LINE PROPERTY LINE TRANSFORMER BIKE RACK Legend: NOT TO SCALE LOT 6 BICYCLE PARKING : REQUIRED: LODGING @ 1 SPACE PER 4 UNITS = 27 SPACES PROVIDED: ENCLOSED (60%) 16 SPACE FIXED RACKS (40%) 11 SPACES TOTAL SPACES PROVIDED 27 SPACES Site Plan LOT 6 , HARMONY COMMONS 1 LOT 6 HARMONY COMMONS Fort Collins, CO Sheet: GROUP landscape architecture|planning|illustration 444 Mountain Ave. Behtroud,CO 80513 TEL WEB 970.532.5891 TBGroup.us PROJECT TITLE REVISIONS ISSUE DATE SHEET TITLE SHEET INFORMATION DATE SEAL August 23, 2016 TIMBERWOOD DRIVE (WATER SUPPLY) (MAIN SEWER LINE) TRASH ENCLOSURE SITE MAINTENANCE STORAGE PROPOSED FUTURE BICYCLE PATH (BY OTHERS) PROPOSED HOTEL FOOTPRINT 106 GUESTROOMS - 4 STORIES (54,375 SQ. FT.) HOTEL OUTDOOR PATIO ARCHITECT'S PROJECT NUMBER COPYRIGHT © 2015 PAUL T. BERGNER, AIA, ARCHITECT, PC/ALL RIGHTS RESERVED SHEET NUMBER SHEET TITLE KEY PLAN CURRENT PHASE ISSUE DATE THESE DRAWINGS ARE INCOMPLETE AND ARE INTENDED FOR CONVEYING DESIGN SYSTEM CONCEPTS. ANY PRICING OR BUDGETING PERFORMED WITH THESE DRAWINGS MUST CARRY A CONTINGENCY TO COVER WHAT ITEMS MAY CHANGE OR BE ADDED AS THE DESIGN PROCESS IS COMPLETED. CLIENT LOGO 12/1/2016 10:51:01 AM A021 ARCHITECTURAL SITE PLAN LOT 6, HARMONY COMMONS TIMBERWOOD DRIVE FORT COLLINS, CO 80528 16106 SCHEMATIC DESIGN NOVEMBER 2016 4836 S. COLLEGE AVE. SUITE 11 FORT COLLINS, CO 80525 ph: 970.226.1686 fx: 970.207.4068 No. Description Date A021 1" = 20'-0" 1 ARCHITECTURAL SITE PLAN N MAXIMUM EXTENT OF MECHANICAL SCREENING, TYP. CRITERIA CRITERIANOTES NOTES ARE SHOW N CATEGORIZED BY DISCIPLINE AND COULD BE INTERPRETED TO APPLY MORE THAN ONE DISCIPLINE. FOR EFFICIENCY, NOTES ARE ONLY SHOW N UNDER ONE PREDOMINANT DISCIPLINE. CONSULTANTS SHOULD FAMILIARIZE THEMSELVES W ITH ALL CRITERIA NOTES. REFER EXTERIOR"BUILDING TO DESIGN CHAPTER STANDARDS FOR MAIN " REQUIREMENTS SITE & RELATED TO THIS SHEET. ARCHITECT IS RESPONSIBLE FOR DESIGNING PROJECT IN ACCORDANCE W ITH THE ENTIRE DESIGN STANDARDS. REFER TO EXTERIOR FINISH INDEX FOR ADDITIONAL INFORMATION . REFERENCE NOTES A. B. ARCHITECTURE: LOW ER LEVEL ROOF AT GROUND FLOOR. DECORATIVE LOUVERED ROOF COVERING AT GROUND FLOOR. PORTE- COCHERE ROOF BELOW . PARAPET W ALLS - SEE EXTERIOR ELEVATIONS FOR HEIGHTS AND FINISHES. INDICATE DECORATIVE EXTENSIONS AS SHOW N FROM ADJACENT W ALL. ELEVATOR OVER RUN ENCLOSURE. ROOF TOP ACCESS HATCH & ACCESS HATCH CURB W HERE REQUIRED. LINEN CHUTE VENT CAP. OPTIONAL SCREENED ENCLOSURE FOR ROOF TOP EQUIPMENT W HERE REQUIRED BY LOCAL J URISDICTIONS. EQUIPMENT ACCESS W ALKW AY. PREFINISHED ALUMINUM FRAMED ROOF SHADE CANOPY. SEE DETAILS THIS SHEET. ROOF SHADE CANOPY TOP PURLINS TO BE 2" X 6" PREFINISHED ALUMINUM TUBES. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. ROOF SHADE CANOPY MAIN BEAMS TO BE 6" X PREFINISHED ALUMINUM TUBES. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. ROOF SHADE CANOPY COLUMNS TO BE 6" X PREFINISHED ALUMINUM TUBES. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. ROOF SHADE CANOPY FRONT FASCIA TO BE 6- 1/4" 3MM PREFINISHED ALUMINUM, W ITH 2" RETURN TOP AND BOTTOM. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. GUEST ROOM OUTDOOR AIR UNIT ENGINEERING: GENERAL THENOTES PROJECT ARCHITECT IS RESPONSIBLE FOR THE COMPLETE ROOF DESIGN INCLUDING BUT NOT LIMITED TO: LOCATION AND NUMBER OF ROOF DRAINS; OVERFLOW SCUPPERS; ROOF SLOPE PER CODE AND COORDINATED W ITH SELECTED STRUCTURLA AND ROOFING SYSTEMS; LOCATION AND DETAILING OF ALL EQUIPMENT AND ACCESS TO THAT EQUIPMENT; ACCESS TO THE ROOF; AND ALL FLASHING. THE PROTOTYPE DESIGN IS BASED UPON A " FLAT ROOF" SYSTEM, W ITH VISUAL FEATURES NOTED ON THIS ROOF PLAN TO MEET THE DESIGN INTENT. T.O. SLAB 100' - 0" R2 - SUBFLOOR 110' - 6" R3 - SUBFLOOR 121' - 0" R4 - SUBFLOOR 131' - 6" T.O. ROOF 142' - 0" STO - EIFS - COLOR - 02 STO - EIFS - COLOR - 03 STO - EIFS - COLOR - 01 PREFINISHED BREAK METAL CORNICE DETAIL STO - EIFS - COLOR - 04 CULTURED LEDGESTONE MASONRY - BRICK - PEWTER MASONRY - BRICK - EBONY BREAK METAL TOWER ROOF MASONRY, BRICK FRIEZE DETAIL KAWNEER STOREFRONT - DARK BRONZE FINISH STEEL SUN SHADING DEVICE, DARK BRONZE, PROVIDE PROTECTION AT ALL ENTRIES T.O. SLAB 100' - 0" R2 - SUBFLOOR 110' - 6" R3 - SUBFLOOR 121' - 0" R4 - SUBFLOOR 131' - 6" T.O. ROOF 142' - 0" A203 4 45' - 6" HEIGHT AT TYPICAL PARAPET STO - EIFS - COLOR - 02 STO - EIFS - COLOR - 03 PREFINISHED BREAK METAL CORNICE DETAIL STO - EIFS - COLOR - 01 CULTURED LEDGESTONE STO - EIFS - COLOR - 04 MASONRY - BRICK - PEWTER MASONRY - BRICK - EBONY STEEL ROOF TRELLIS, DARK BRONZE KAWNEER STOREFRONT - DARK BRONZE FINISH PORTE-COCHERE MASONRY, BRICK FRIEZE DETAIL 52' - 0" ARCHITECT'S PROJECT NUMBER COPYRIGHT © 2016 PAUL T. BERGNER, AIA, ARCHITECT, PC/ALL RIGHTS RESERVED SHEET NUMBER SHEET TITLE KEY PLAN CURRENT PHASE ISSUE DATE 12/1/2016 10:51:19 AM A201 BUILDING ELEVATIONS - NORTH AND SOUTH LOT 6, HARMONY COMMONS TIMBERWOOD DRIVE FORT COLLINS, CO 80528 16106 SCHEMATIC DESIGN NOVEMBER 2016 A201 3/32" = 1'-0" 1 SOUTH ELEVATION A201 3/32" = 1'-0" 2 NORTH ELEVATION T.O. SLAB 100' - 0" R2 - SUBFLOOR 110' - 6" R3 - SUBFLOOR 121' - 0" R4 - SUBFLOOR 131' - 6" T.O. ROOF 142' - 0" STO - EIFS - COLOR - 02 CULTURED STO - EIFS - COLOR - 03 LEDGESTONE STO - EIFS - COLOR - 04 CULTURED LEDGESTONE MASONRY - BRICK - PEWTER MASONRY - BRICK - EBONY BREAK METAL TOWER ROOF STEEL SUN SHADING METAL CANOPY AT PORTE-COCHERE DEVICE, DARK BRONZE EIFS ARTICULATION AT ACCENT BANDING T.O. SLAB 100' - 0" R2 - SUBFLOOR 110' - 6" R3 - SUBFLOOR 121' - 0" R4 - SUBFLOOR 131' - 6" T.O. ROOF 142' - 0" STO - EIFS - COLOR - 02 STO - EIFS - STO - EIFS - COLOR - 03 COLOR - 01 STEEL ROOF TRELLIS, DARK BRONZE STO - EIFS - COLOR - 04 CULTURED LEDGESTONE MASONRY - BRICK - PEWTER MASONRY - BRICK - EBONY BREAK METAL TOWER ROOF KAWNEER STOREFRONT - DARK BRONZE FINISH MASONRY, BRICK FRIEZE DETAIL STEEL SUN SHADING DEVICE, DARK BRONZE APPLIED WINDOW ACCENT FINS, COLOR TO MATCH WINDOW UNIT A204 02 ARCHITECT'S PROJECT NUMBER COPYRIGHT © 2016 PAUL T. BERGNER, AIA, ARCHITECT, PC/ALL RIGHTS RESERVED SHEET NUMBER SHEET TITLE KEY PLAN CURRENT PHASE ISSUE DATE 12/1/2016 10:51:29 AM A202 BUILDING ELEVATIONS - EAST AND WEST LOT 6, HARMONY COMMONS TIMBERWOOD DRIVE 8' - 0" 1' - 6" 8' - 0" 1' - 6" STEEL TRASH ENCLOSURE ROOF TRELLIS, DARK BRONZE BREAK METAL WALL CAP, DARK BRONZE CULTURED LEDGESTONE TO MATCH BUILDING FACADE 1 A203 A203 2 N 1' - 6 1/2" 3' - 4" M.O. 8' - 11 1/2" 13' - 10" 12' - 9 3/8" 4' - 11" 7' - 10 3/8" 13' - 10" T.O. SLAB 100' - 0" R2 - SUBFLOOR 110' - 6" R3 - SUBFLOOR 121' - 0" R4 - SUBFLOOR 131' - 6" T.O. ROOF 142' - 0" STEEL ROOF TRELLIS, DARK BRONZE BREAK METAL CORNICE, RE: CORNICE DETAIL STO, EIFS RAINSCREEN SYSTEM, 1-1/2" FRY REGLET REVEALS, SMOOTH FINISH APPLIED WINDOW ACCENT FIN, COLOR TO MATCH WINDOW UNIT AND PTAC GRILLE, 2 SIDES ONLY ON CENTRAL TOWER ELEMENT METAL PORTE-COCHERE ROOF CLUTURED LEDGESTONE ON PORTE-COCHERE SUPPORT COLUMN STO, EIFS RAINSCREEN SYSTEM, 1-1/2" TALL REVEALS TYPICAL, FINE TEXTURE FINISH KAWNEER STOREFRONT SYSTEM, TRIFAB 451, DARK BRONZE FRAME FINISH, GLASS SELECTION WILL BE MADE BASED ON NECESSARY ACOUSTIC, THERMAL, AND SUN SHIELDING PROPERTIES MASONRY, BRICK, PEWTER, EACH BAND OF ACCENT MASONRY SHALL MAINTAIN 1" PROJECTION FROM PLANE OF FIELD MASONRY (BRICK, T.O. SLAB 100' - 0" R2 - SUBFLOOR 110' - 6" R3 - SUBFLOOR 121' - 0" R4 - SUBFLOOR 131' - 6" T.O. ROOF 142' - 0" CULTURED VENEER LEDGESTONE PREFINISHED BREAK METAL CORNICE, DARK BRONZE. MASONRY, BRICK, PEWTER, EACH BAND OF ACCENT MASONRY SHALL MAINTAIN 1" PROJECTION FROM PLANE OF FIELD MASONRY (BRICK, EBONY) EIFS RAINSCREEN ARTICULATION, 1-1/2" PROJECTION FROM FACE OF CLADDING WITH 1" TALL REVEAL AT TOP AND BOTTOM. ALTERNATE COLOR TO BE USED FOR FURTHER DIFFERENTIATION KAWNEER STOREFRONT SYSTEM, TRIFAB 451, DARK BRONZE FRAME FINISH, GLASS SELECTION WILL BE MADE BASED ON NECESSARY ACOUSTIC, THERMAL, AND SUN SHIELDING PROPERTIES GLAZING AT THE ENDS OF THE CORRIDORS WILL OFFER A VISUAL CONNECTION THROUGHOUT THE BUILDING, GENTLE LIGHTING WILL CREATE A VISUAL LIGHT TOWER ON THE FACADE. KAWNEER STROEFRONT SYSTEM, DARK BRONZE FRY REGLET ALUMINUM EIFS REVEAL, 1-1/2" VERTICAL EXPOSURE. METAL SUN/WEATHER PROTECTION AT CORRIDOR ENTRIES, DARK BRONZE STO, EIFS RAINSCREEN SYSTEM, 1-1/2" TALL REVEALS TYPICAL, FINE TEXTURE FINISH STO, EIFS RAINSCREEN SYSTEM, 1-1/2" TALL REVEALS TYPICAL, SMOOTH TEXTURE FINISH ROOF TRELLIS, RE: ROOF DETAILS A204 01 L DIMENSIONAL WOOD FRAMING, TYPICAL THROUGHOUT 18" FLOOR TRUSS, RE: STRUCTURAL DIMENSIONAL WOOD s 15 14 14 15 15 14 14 14 4912 4915 4914 4913 14 14 13 13.23 13.23 13.74 14.48 13.81 13.81 13.16 13.38 12.88 13.51 13.06 14.49 14.45 13.82 12.77 13.66 14.54 13.93 13.84 13.75 13.93 14.04 14.19 14.04 13.29 13.47 13.20 13.25 13.28 13.50 13.06 13.11 14.26 14.94 14.52 14.65 14.83 14.51 14.03 13.80 13.84 13.76 14.38 14.20 14.10 13.30 13.03 12.73 12.78 12.87 14.03 13.08 13.90 14.31 13.12 13.40 13.97 14.11 13.93 13.94 13.43 13.06 13.45 14.70 13.19 13.55 13.58 13.39 13.33 13.98 14.01 13.94 13.98 13.13 12.95 13.45 13.03 12.94 12.94 13.05 13.14 12.96 13.85 13.63 14.31 14.71 13.93 13.93 14.33 13.16 13.08 13.06 13.09 12.89 13.60 12.85 13.18 12.90 13.71 13.01 13.71 13.07 13.27 13.57 13.18 12.98 13.18 13.05 13.09 13.10 13.11 14.79 14.20 14.14 14.30 14.60 15.02 13.97 13.98 13.92 13.76 13.55 13.50 13.25 12.89 12.95 13.29 13.12 13.45 13.36 13.36 13.60 13.78 13.82 13.76 13.85 13.77 13.85 13.85 14.44 13.73 13.80 13.78 14.13 14.05 14.17 12.95 12.91 13.05 13.26 13.40 12.91 13.05 13.01 13.36 13.66 13.62 14.36 14.32 14.62 14.33 14.37 14.29 14.12 14.02 13.77 13.68 13.85 14.87 14.73 13.32 13.73 13.20 13.07 12.91 13.67 13.07 13.53 14.22 14.48 14.38 14.15 14.32 14.22 14.62 14.00 14.07 14.69 14.59 14.05 13.53 13.93 13.39 14.24 12.64 13.79 13.58 13.78 13.19 13.07 13.47 13.31 12.91 13.07 14.07 12.81 13.47 13.24 13.39 13.81 13.27 13.35 13.96 13.53 13.58 14.28 13.97 13.29 14.31 14.33 14.02 13.63 14.27 14.21 13.81 14.37 13.19 13.12 13.16 13.53 13.73 14.10 13.98 13.93 12.91 13.09 13.38 13.37 12.94 13.59 12.74 13.98 13.82 13.84 14.14 14.09 13.41 9'UE TIMBERWOOD DRIVE (LOCAL) 14 S PA 67 SF 12756 SF 1ST FLOOR 101 LOT 3 LOT 4 LOT 5 LOT 1 LOT 2 AA5AA3AA3AA3 AA2 AA4 AA4 AA4 BB BB BBBB E-VAULT S R 6' WALK VACATED ESMT S12°17'21"W 71.34' S26°30'09"W 110.32' R=600' CH= 64.41' F W FDC HARMONY COMMONS HARMONY COMMONS PHASE 1 T NOTE: SHADOWS SHOWN ARE FOR 12 (NOON) AND 3PM DECEMBER 21ST, IN FORT COLLINS, COLORADO. THE LONGER OF THE 2 SHADOWS REPRESENTS THE 3PM SCENARIO. ONLY ADJACENT PARKING AREAS WILL RECEIVE SHADOWS, NO ADJACENT BUILDINGS WILL RECIEVE SHADOWS CAST BY THE BUILDING. ARCHITECT'S PROJECT NUMBER COPYRIGHT © 2016 PAUL T. BERGNER, AIA, ARCHITECT, PC/ALL RIGHTS RESERVED SHEET NUMBER SHEET TITLE KEY PLAN CURRENT PHASE ISSUE DATE 12/1/2016 10:51:57 AM A205 BUILDING SHADOW ANALYSIS LOT 6, HARMONY COMMONS TIMBERWOOD DRIVE FORT COLLINS, CO 80528 16106 SCHEMATIC DESIGN NOVEMBER 2016 A205 1" = 40'-0" 2 SHADOW ANALYSIS NO. DESCRIPTION DATE FRAMING, TYPICAL THROUGHOUT FRY REGLET ALUMINUM REVEAL, 1-1/2" EXPOSURE TYPICAL. SEE ELEVATIONS FOR LAYOUT AND SPACING STO CORP, POWERWALL ci, EIFS WALL CLADDING SYSTEM 1-1/2" EIFS PROTRUSION FROM MAIN PLANE OF FACADE 1 1/2" 1 1/2" 1' - 4 7/8" 1' - 1 5/8" ARCHITECT'S PROJECT NUMBER COPYRIGHT © 2016 PAUL T. BERGNER, AIA, ARCHITECT, PC/ALL RIGHTS RESERVED SHEET NUMBER SHEET TITLE KEY PLAN CURRENT PHASE ISSUE DATE 12/1/2016 10:51:41 AM A204 ENLARGED ELEVATIONS AND DETAILS LOT 6, HARMONY COMMONS TIMBERWOOD DRIVE FORT COLLINS, CO 80528 16106 SCHEMATIC DESIGN NOVEMBER 2016 NO. DESCRIPTION DATE A204 1/4" = 1'-0" 02 ENLARGED WEST ELEVATION A204 3" = 1'-0" 01 EIFS REVEAL EBONY) EIFS RAINSCREEN ARTICULATION, 1-1/2" PROJECTION FROM FACE OF CLADDING WITH 1-1/2" TALL REVEAL AT TOP AND BOTTOM. ALTERNATE COLOR TO BE USED FOR FURTHER DIFFERENTIATION EIFS RAINSCREEN ARTICULATION AT WINDOW HEAD. ALTERNATE COLOR WILL CREATE VARIATION AND ENHANCE SHADOW LINES INSET WINDOW UNITS SHALL PROVIDE DEPTH AND LAYERING TO THE BUILDING FACADE WHILE CREATING VARIED SHADOW LINES THROUGHOUT THE DAY BUILDING AND FACADE ARTICULATION, PROTRUSIONS AND VARIATIONS ALONG THE BUILDING FACADE WILL ADD DEPTH AND INTRIGUE TO THE BUILDING'S ARCHITECTURE WHILE CREATING VISUALLY APPEALING FACADES ON ALL ELEVATIONS. DIFFERING PARAPET HEIGHTS ENSURE VARIATION ALONG THE TOP OF THE BUILDING WHILE DIFFERENT CORNICE OPTIONS PROVIDE A CLEAN TERMINATION POINT FOR THE CONTEMPORARY DESIGN OF THE BUILDING. FURTHER ARTICULATION, ACCENTS, AND DETAILING WITHIN THE CLADDING SYSTEMS STRENGTHEN THE VARIATION AND TEXTURE OF THE BUILDING FROM ALL VIEW CORRIDORS. CANT STRIP 22 GA. PREFINISHED METAL PARAPET CAP, PROVIDE 4" STRIP COVER WHEN METAL PARAPET CAPS LAP OVER EACH OTHER. PROVIDE FULL BED OF URETHANE SEALANT AT LAPS MECHANICALLY ATTACHED METAL CLEAT (1 GUAGE HEAVIER THAN METAL CAP) FLASHING ATTACHEMENTS, EACH SIDE. SET CLEAT IN SEALANT AT ATTACHEMENTS AND SEAL ATTACHMENTS FULLY ADHERED MEMBRANE ROOFING UP AND OVER PARAPET WALL, 4" MIN. DOWN EXT. FACE 5/8" GLASS MAT GYP SHEATHING, TYP. BOTH SIDES 3 3/4" >15˚ 1" 3" PREFABICATED MTL. BREAK MTL CORNICE, DARK BRONZE 6 1/2" 3 1/2" 8" 1' - 6" 2 1/2" 1 1/2" 2 1/4" 2 1/2" ARCHITECT'S PROJECT NUMBER COPYRIGHT © 2015 PAUL T. BERGNER, AIA, ARCHITECT, PC/ALL RIGHTS RESERVED SHEET NUMBER SHEET TITLE KEY PLAN CURRENT PHASE ISSUE DATE THESE DRAWINGS ARE INCOMPLETE AND ARE INTENDED FOR CONVEYING DESIGN SYSTEM CONCEPTS. ANY PRICING OR BUDGETING PERFORMED WITH THESE DRAWINGS MUST CARRY A CONTINGENCY TO COVER WHAT ITEMS MAY CHANGE OR BE ADDED AS THE DESIGN PROCESS IS COMPLETED. CLIENT LOGO 12/1/2016 10:51:34 AM A203 ENLARGED ELEVATIONS AND DETAILS LOT 6, HARMONY COMMONS TIMBERWOOD DRIVE FORT COLLINS, CO 80528 16106 SCHEMATIC DESIGN NOVEMBER 2016 4836 S. COLLEGE AVE. SUITE 11 FORT COLLINS, CO 80525 ph: 970.226.1686 fx: 970.207.4068 No. Description Date A203 1/4" = 1'-0" 1 TRASH ENCLOSURE - EAST ELEVATION A203 1/4" = 1'-0" 2 TRASH ENCLOSURE - SOUTH ELEVATION A203 1/4" = 1'-0" 3 OVERALL TRASH ENCLOSURE PLAN A203 1/4" = 1'-0" 4 ENLARGED EAST ELEVATION A203 3" = 1'-0" 5 CORNICE DETAIL FORT COLLINS, CO 80528 16106 SCHEMATIC DESIGN NOVEMBER 2016 A202 3/32" = 1'-0" 1 EAST ELEVATION A202 3/32" = 1'-0" 2 WEST ELEVATION NO. DESCRIPTION DATE NO. DESCRIPTION DATE THE ROOF SHADE CANOPY DETAILS ARE PROVIDED ONLY TO SHOW INTENT OF ALUMINUM FRAMING AND LAYOUT. PROJECT ARCHITECT AND CONSULTANTS ARE RESPONSIBLE STRUCTUREQUIREMENTS.ALL FOR THE DESIGN COORDINATE ANDSHALL ROOF VERIFY SHADE CANOPY DETAILS W ITH ADJACENT ROOF CONSTRUCTION AS REQUIRED. 1. 2. 3. A1 A2 A3 E1 A4 A5 A6 A7 A8 A10 A9 A11 A12 A13 A14 ROOF SHADE CANOPY TOP PURLINS TO BE 2" X 6" PREFINISHED ALUMINUM TUBES. SEE EXTERIOR FINISH SCHEDULE FOR FINISH AND MATERIAL SPECIFICATION. ROOF SHADE CANOPY MAIN BEAMS TO BE 6" X 6" PREFINISHED ALUMINUM TUBES. ROOF SHADE CANOPY COLUMNS TO BE 6" X 6" PREFINISHED ALUMINUM TUBES. ROOF SHADE CANOPY FRONT FASCIA TO BE 6-1/4" 3MM PREFINISHED ALUMINUM, WITH 2" RETURN TOP AND BOTTOM. SEE EXTERIOR FINISH SCHEDULE FOR FINISH MATERIAL AND SPECIFICATION 7' - 8 1/8" 1' - 7 1/2" NOTE: PLEASE SEE ADDITIONAL DIMENSIONS ON ROOF PLAN ARCHITECT'S PROJECT NUMBER COPYRIGHT © 2016 PAUL T. BERGNER, AIA, ARCHITECT, PC/ALL RIGHTS RESERVED SHEET NUMBER SHEET TITLE KEY PLAN CURRENT PHASE ISSUE DATE 12/1/2016 10:51:09 AM A101.15 OVERALL PLAN - ROOF LOT 6, HARMONY COMMONS TIMBERWOOD DRIVE FORT COLLINS, CO 80528 16106 SCHEMATIC DESIGN NOVEMBER 2016 NO. DESCRIPTION DATE A101.15 3/32" = 1'-0" 2 CD - T.O. ROOF A101.15 1 SOUTH ENTRY AWNINGS A101.15 1/8" = 1'-0" 3 ROOF CANOPY DETAILING WILLCO XV, LLLP DATE PREPARED FOR Staff Comments 10-5-16 Staff Comments 11-9-16 1. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS OF STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES. 2. REFER TO THE FINAL CIVIL ENGINEERING PLANS FOR DETAILED INFORMATION REGARDING PROPOSED TOPOGRAPHY, UTILITY AND STREET IMPROVEMENTS. 3. REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION. 4. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. IMPROVEMENTS WITHIN THE 80-FOOT BUFFER ARE TO BE CONSTRUCTED BY MAVD. REFER TO BDR150001. 5. ALL ROOFTOP MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING, THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. 6. ALL GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS, PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. GROUND MOUNTED EQUIPMENT INCLUDES BUT IS NOT LIMITED TO CONDENSING UNITS, GAS AND ELECTRICAL METERS, PHONE AND CABLE PEDESTALS. 7. ALL LIGHTING FIXTURE ILLUMINATION LEVELS PROVIDED WITH THE DEVELOPMENT SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE. ALL LIGHTING FIXTURES PROVIDED WITH THE DEVELOPMENT SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE AND SHALL FEATURE SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 8. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THESE FINAL PLANS AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC VARIANCE IS GRANTED BY THE CITY. 9. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 10. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED TO CONCRETE AND NOT INTERFERE WITH WALKWAYS AND LANDSCAPING. 11. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE. 12. PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS), ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS. 13. ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY. GROSS AREA COVERAGE SQUARE FEET ACRES % OF BUILDING FOOTPRINTS 13,942 0.320 18% LANDSCAPE AREA 23,611 0.542 31% PAVED DRIVES AND PARKING 34,134 0.784 44% SIDEWALKS /PATIOS 5,586 0.128 7% TOTAL AREA: 77,273 1.774 100% TRASH/RECYCLING ENCLOSURE TIMBERWOOD DRIVE (LOCAL STREET) Sheet Index: SHEET 1 SITE PLAN SHEET L-1 LANDSCAPE PLAN SHEET L-2 LANDSCAPE NOTES & DETAILS SHEET L-3 IRRIGATION PLAN SHEET A201 BUILDING ELEVATIONS SHEET E1 ELECTRICAL SITE PLAN SHEET E2 CUT SHEETS 24.0' 24.0' 9.0' 18.0' 78.0'' 6.0' 6.0' 137.2' 26.1' 22.6' 79.8' LANDSCAPE AREA 6' SIDEWALK TYPICAL 9.0' MAIN ENTRY PLAZA Site Plan: PROPOSED BUILDING LOT 1 LOT 2 LOT 3 CANOPY UTILITY & DRAINAGE EASEMENT 20' PRIVATE DRIVE 5' TREE LAWN LOT 5 Owner's Certification of Approval: THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF REAL PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN. IN WITNESS WHEREOF, WE HAVE HEREUNTO SET OUR HANDS AND SEALS THIS THE _______ DAY OF _______________________, 20_____. _____________________________________________________________ NOTARIAL CERTIFICATE STATE OF COLORADO) COUNTY OF _________) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME BY________________________ THIS ______ DAY OF ________________________, 20_____. MY COMMISSION EXPIRES:_____________ __________________ NOTARY PUBLIC (SEAL) Planning Approval: BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO THIS__________DAY OF _________________________ A.D., 20_______. _____________________________________________________________________________________ DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES 18.5' 26.0' 17.0' 17.0' 9.0' 226.9' FIXED BIKE RACK (11) FLOORS 2-4 ABOVE FLOORS 2-4 ABOVE PARKING LOT LIGHT POLE COURTYARD LANDSCAPE AREA LANDSCAPE AREA 9 20' ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT BY SEPARATE DOCUMENT 24' EMERGENCY ACCESS EASEMENT 26' EMERGENCY ACCESS EASEMENT BY SEPARATE DOCUMENT 5' SIDEWALK TYPICAL Harmony Commons Primary / Secondary Use Data: PER TRACT S SEVENTH AMENDMENT TO HARMONY TECHNOLOGY PARK OVERALL DEVELOPMENT PLAN OVERALL: 24.71 AC. 75% PRIMARY: 17.14 AC. 25% SECONDARY: 7.57 AC. LOTS 3 & 4: 2.93 AC. LOT 6: 1.77 AC. TOTAL: 4.70 AC. 7.57 - 4.7 = 2.83 AC. REMAIN ON TRACT S FOR SECONDARY USE 13 5 8 8 5.0' 8.0' 12 12 PATH BY OTHERS FLOORS 2-4 ABOVE FLOORS 2-4 ABOVE UTILITY & DRAINAGE EASEMENT 30.0' 30.0' LANDSCAPE AREA