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Home My WebLink AboutZIGGI'S COFFEE - PDP - PDP170021 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE PLAN1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 (O) 303.778.0608 (F) 303.778.0609 (W) www.maharch.com This drawing is to be read in conjunction with structural, mechanical, electrical, and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number ASE JUNE 07, 2017 COVER SHEET & VICINITY PLAN A1.0 ZIGGI'S COFFEE-FT. COLLINS 6533 S. COLLEGE AVENUE FORT COLLINS, CO 80525 FINAL DEVELOPMENT PLAN/SITE DEVELOPMENT PLAN A PARCEL OF LAND SITUATED IN THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT DEVLPMNT PLAN: 06.21.17 1. Before issuance of a Certificate of Occupancy, the Developer shall install all landscape as shown on the approved landscape plans, unless financial security is filed by the Developer with the City to assure installation at a later date acceptable to the City. 2. All landscape shall be maintained in good health and vitality at all times. Any dead, dying or deteriorating landscape shall be rejuvenated or replaced at the beginning of the next available planting season. 3. Before issuance of a Certificate of Occupancy, the Developer shall install all other private improvements or amenities, such as private walks, fences, walls, etc. as shown on the approved plans, unless financial security is filed by the Developer with the City to assure installation at a later date acceptable to the City. 4. All public improvements shall comply with the Larimer County Urban Area Street Standards (LCUASS). 5. A Right-of-Way work permit from the City will be required for any construction activity in the public right-of-way. CONDITIONS Approved this ______ day of __________________, 20____, by the Current Planning Manager of the City of Fort Collins, Colorado. __________________________________________________________________ Current Planning Manager Approved this ________ day of _______________, 20____ by the City Engineer of the City of Fort Collins, Colorado. __________________________________________________________________ City Engineer 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 (O) 303.778.0608 (F) 303.778.0609 (W) www.maharch.com This drawing is to be read in conjunction with structural, mechanical, electrical, and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number ASE JUNE 07, 2017 ARCHITECTURAL SITE PLAN A2.0 ZIGGI'S COFFEE-FT. COLLINS 6533 S. COLLEGE AVENUE FORT COLLINS, CO 80525 FINAL DEVELOPMENT PLAN/SITE DEVELOPMENT PLAN A PARCEL OF LAND SITUATED IN THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT DEVLPMNT PLAN: 06.21.17 10'-0" 10'-0" 29'-10" 33'-4" 15'-0" 20'-0" 18'-0" 26'-1" 18'-0" 10'-0" 8'-0" 10'-0" TRASH/ RECYCLING ENCLOSURE EXISTING 3'-0" WIRE FENCE 1 BICYCLE PARKING 1 3 2 3 4 5 5 6 7 8 1385 S. Colorado Blvd., Penthouse Denver, Colorado 80222 (O) 303.778.0608 (F) 303.778.0609 (W) www.maharch.com This drawing is to be read in conjunction with structural, mechanical, electrical, and/or any other consultants drawings that may be applicable. This drawing is the exclusive property of the Architect and must not be reproduced without his written permission. Notes MAH Architectural Group Stamp Issues: Scale Date Drawn Drawn By Description Sheet Number ASE JUNE 07, 2017 ARCHITECTURAL SITE DETAILS A2.1 ZIGGI'S COFFEE-FT. COLLINS 6533 S. COLLEGE AVENUE FORT COLLINS, CO 80525 FINAL DEVELOPMENT PLAN/SITE DEVELOPMENT PLAN A PARCEL OF LAND SITUATED IN THE SOUTHEAST 1/4 OF SECTION 11, TOWNSHIP 6 NORTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO PROJECT DEVLPMNT PLAN: 06.21.17 4'-0" 2'-0" 1'-0" 2'-0" 5'-0" 4'-0" 5'-0" 3'-0" R 1'-0" R COLOR: WHITE 5'-0" 3" 3'-0" CONCRETE FILLED 6" DIA. STEEL POST FINISH SURFACE 18" DIA. CONCRETE FOOTING OR BELOW LOCAL FROST DEPTH COLOR: DEPARTMENT OF TRANSPORTATION YELLOW 1'-0" 2'-0" 1'-0 4" 1'-0" 1'-6" 8" 3" 5° 23° R=1'-8" R=2'-0" R=6" COLOR TO MATCH LOCAL JURISDICTION REQUIRMENTS CONFORM DIMENSION, CONFIGURATION AND COLORS WITH LOCAL JURISDICTION AND ADA GUIDELINES. SYMBOL COLOR MUST CONTRAST WITH BACKGROUND COLOR CL 7'-0" MINIMUM 1'-6" 1'-6" 1'-0" 1'-0" 2" GALVANIZED PIPE CAP REFLECTIVE SIGN PANEL MIN. OF 16 GAUGE GALVANIZED STEEL WITH PORCELAIN ENAMEL FINISH. BLUE INTERNATIONAL SYMBOL ACCESSIBILITY SIGN WITH GREEN LETTERING ON WHITE BACKGROUND NO LESS THAN 1" HIGH AND GREEN ARROW(S) AS APPROPRIATE. BOLT SIGN TO GALVANIZED STEEL TUBE VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN MOUNTED BELOW THE TOW-AWAY ZONE SIGN 2"X2" GALVANIZED STEEL TUBE OPTIONAL PRESET SLEEVE FILLED SOLID W/ GROUT CONCRETE FOOTING AT POST RESERVED PARKING TOW-AWAY ZONE VAN ACCESSIBLE NOTES: 1. SIGNS SHALL CONFORM TO THE STANDARDS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". 2. SIGNS SHALL BE SET DIRECTLY FACING THE LINE OF TRAVEL FOR THE VEHICLE ENTERING THE STALL (NOT < 45°). 3. SIGNS SHALL BE MOUNTED ON A STURDY POST AT THE HEIGHT SPECIFIED HEREIN. ROUND ALL CORNERS. TYPICAL. 1'-0" 2'-0" 5'-0" MIN. 2'-0" 11" 11" SEE DETAIL ABOVE (4) 1-1/4"x1" DIAMETER HOLES 11" SQUARE STEEL BASE PLATE 1" THICK STEEL BASE PLATE ON A 1/4" STEEL LEVELING PLATE 3" DIA HOLE IN BASE AND LEVELING PLATE FOR CONDUIT ACCESS METAL LIGHT POLE HAND HOLE (4) 1"X36"X4" ANCHOR BOLTS W/ 3 1/2" MIN. BOLT PROJECTION RIGID FIBER FORM (SONOTUBE). EXTEND ABOVE FINISH GRADE TO MATCH HEIGHT OF EXISTING CONCRETE LIGHT POLE BASES & FORM FILL WITH CONCRETE GRADE (4) #5 BARS W/ #3 TIES @ 12" - LOCATE ALTERNATE LOCATIONS FROM ANCHOR BOLTS 3/4" HEAVY WALL CONDUIT EXTEND TO BUILDING ELECTRICAL SERVICE NOTES: 1. FOUNDATION SHOWN IS A TYPICAL DESIGN. WIND LOADS OF MORE THAN 100 MPH AND UNSTABLE SOIL CONDITIONS MAY REQUIRE AN ALTERNATE DESIGN. 2. FOUNDATIONS SHALL EXTEND BELOW FROST DEPTH PER LOCAL CODES MIN. 2'-0" FROM BACK OF CURB CL GROUND LUG #6 BARE CU COILED GROUND WIRE OR BELOW FROST DEPTH SIDEWALK DIMENSION PER PLAN 6"x 6"; 1.4 x 1.4 W.W.F. 4" SAND BASE. 4" THICK CONCRETE WALK. COMPACTED EARTH PER CIVIL AND STRUCTURAL. FINISH GRADE - SEE ALSO CIVIL AND 1/8" PER FT. MIN. (2% MAX) LANDSCAPE CROSS SLOPE SIDEWALK DIMENSION PER PLAN SEE CIVIL 6"x 6"; 1.4 x 1.4 W.W.F. CONCRETE CURB AND GUTTER, SEE CIVIL. 1/2" ASPHALTIC FIBER BOARD EXPANSION JOINT. 4" SAND BASE. 4" THICK CONCRETE WALK. EXTERIOR LINE OF NEW BUILDING. 1/2" ASPHALTIC FIBER BOARD EXPANSION JOINT WITH BUILDING SEALANT. COMPACTED EARTH PER CIVIL AND STRUCTURAL. 1/8" PER FT. MIN. (2% MAX) SLOPE 10" 18" 3'-0" 2'-0" 2'-6" 10" 2'-6" 3'-0" TO NEAREST WALL OR OBSTRUCTION TO NEAREST WALL OR OBSTRUCTION BASE PLATE CL CL CL CL INVERTED "U" BIKE RACK:1 1/2" SCHEDULE 40 PIPE (48.26 mm O.D. x 3.683 mm WALL) BENT TO FORM "U". ONLY THE BASE PLATE SHALL BE WELDED TO THE STEEL PIPE WITH (2) 3mm VENT HOLES - ONE ON THE INSIDE OF EACH UPRIGHT WHERE THE PIPE IS WELDED TO THE BASE PLATE. AFTER FABRICATION, THE RACK SHALL BE COATED WITH A THERMOPLASTIC POWDER COATING 3 MILS MIN. PAINT "BLACK" MOUNT TO CONCRETE WITH 7 1/2" DIA. BASEPLATE 10 mm THICK STEEL WITH (3) 11 mm DIA. MOUNTING HOLES ON EACH BASE PLATE, SPACED EQUIDISTANT BETWEEN THE UPRIGHT PIPE AND EDGE OF BASEPLATE. EXPANSION ANCHOR TO BE CARBON STEEL MUSHROOM HEAD, 10 mm x 76 mm "SPIKE" #5550 AS MANUFACTURED BY RAWL OR APPROVED EQUAL MADE FROM GRADE 8.2 MATERIALS EXHIBITING EQUIVALENT THEFT-PROOF PERFORMANCE. MAX TOLERANCE 1/4" FROM PLUMB. ANY DEPARTURE OF BASE PLATE FROM GRADE BY MORE THAN 3/8" SHALL REQUIRE SEPARATION TO BE FILLED WITH HIGH-STRENGTH EPOXY NON-SHRINKING GROUT AND MADE LEVEL. INVERTED U BIKE RACK INVERTED U BIKE RACK BASE PLATE FRONT / SIDE ELEVATIONS FRONT / SIDE VIEW MIN. MIN. SCALE: 1/2" = 1'-0" 4 TRAFFIC CONTROL DETAILS A2.1 SCALE: 1/2" = 1'-0" 6 BOLLARD DETAIL A2.1 SCALE: 1/2" = 1'-0" 9 ADA SYMBOL DETAIL A2.1 SCALE: 1/2" = 1'-0" 5 ADA PARKING POLE SIGN A2.1 SCALE: 1/2" = 1'-0" 1 LIGHT POLE DETAIL A2.1 SCALE: 1/2" = 1'-0" 2 SIDEWALK SECTION A2.1 SCALE: 1/2" = 1'-0" 3 SIDEWALK SECTION A2.1 SCALE: 1/4" = 1'-0" 8 BICYCLE RACK A2.1 SCALE: 1 1/2"= 1'-0" 7 FIRE LANE SIGN DETAIL A2.1 9 11 11 11 11 12 12 12 12 14 15 16 17 18 18 16 19 3 3 3 14 14 17 5 5 SEED WITH NATIVE GRASSES STOP ENTER LOT 2 (71,022 S.F. / 1.630 ACRES PER COLLEGE AND TRILBY SUBDIVISION PLAT) (6) SPACES (7) SPACES (9) SPACES T DRIVE-THRU ORDER WINDOW WALK-UP ORDER WINDOW EXISTING PARKING LOT 1 EXISTING CHURCH S. COLLEGE AVE. 10'-0" DRIVE THRU LANE FIRE LANE EXISTING DETENTION POND PROPERTY LINE PROPOSED SINGLE STORY BUILDING 492 S.F. 0 10' 20' 40' N SITE PLAN NOTES 1. THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS. 2. REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, 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 ROOFTOP AND GROUND MOUNTED 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. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED TO MATCH SURROUNDING BUILDING SURFACES. 5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 5. ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS. 6. ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION. 7. SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT 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. 8. FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM. 9. ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED. 10. ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSIBLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSIBLE PARKING SPACES. ACCESSIBLE 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. 11. COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY A PROPERTY OWNERS’ ASSOCIATION. THE PROPERTY OWNERS’ ASSOCIATION IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 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. 14. FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY. 15. PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY-FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE, VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX-INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE. 16. FABRICATION AND INSTALLATION OF ALL SITE SIGNAGE UNDER SEPARATE PERMIT. INCLUDING ALL ASSOCIATED FOUNDATIONS AND ATTACHMENT OF MONUMENT SIGNS AND PROJECT IDENTIFICATION SIGN INSTALLED BY SIGN VENDOR. ELECTRICAL CONTRACTOR RESPONSIBLE FOR ALL REQUIRED POWER AND FINAL CONNECTIONS. GENERAL CONTRACTOR RESPONSIBLE FOR COORDINATION ISSUES ARISING DURING SIGN INSTALLATION. 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 1 2 3 4 5 KEYED SITE PLAN NOTES NEW STAMPED CONCRETE PATIO WITH SCORE JOINTS AT 10'-0" O.C. BOTH DIRECTIONS. TYP. LOCATION FOR NEW PAINTED STOP BAR AS INDICATED. LOCATION FOR NEW BICYCLE RACK. SEE DETAIL 7/2.1 NEW 5'-0" WIDE CONCRETE SIDEWALK WITH CONTROL JOINTS AT 5'-0" O.C. TO TIE INTO EXISTING SIDEWALK ALONG S. COLLEGE AVENUE. NEW ADA PARKING STALL. ALL SIGNAGE AND STRIPING TO MEET EXISTING CITY STANDARDS. SEE DETAIL 8/A2.1 NEW ELECTRICAL SWITCHGEAR PAINT TO MATCH ADJACENT WALL. NEW PAINTED TRAFFIC ARROWS. SEE DETAIL 4/A2.1. NEW LANDSCAPING. NEW PAINTED PEDESTRIAN CROSSING STRIPING AS SHOWN. NEW 6" DIA. CONCRETE FILLED STEEL BOLLARD. SEE DETAIL 6/A2.1. NEW ADA PARKING SIGN, SEE DETAIL 5/A2.1. NEW PAINTED LETTERS. NEW STOP SIGN. ALL SIGNAGE AND STRIPING TO MEET EXISTING CITY STANDARDS. NEW FIRE LANE SIGN, SEE 7/A2.1. NEW 750 GALLON GREASE INTERCEPT LOCATION. LOCATION FOR NEW ILLUMINATED MENU BOARD AND ORDERING STATION. PROVIDE POWER FOR LIGHTING AND CONDUIT WITH PULL STRING FOR COMMUNICATIONS CONNECTIONS. LOCATION FOR NEW CMU BLOCK TRASH ENCLOSURE WITH STONE VENEER AT ALL SIDES & PAINTED STEEL GATE. SEE SHEET A2.2 FOR ADDITIONAL INFORMATION. NEW ELECTRICAL TRANSFORMER WITH CONCRETE PAD. PAINT TO MATCH NEW BUILDING FIELD COLOR IF POSSIBLE. COORDINATE AS REQUIRED WITH XCEL ENERGY. NEW ADA SIDEWALK CURB RAMP. SLOPE TO BE 1:12 MAX. EXISTING PARKING LOT LIGHT W/ CONCRETE BASE. SCALE: 1" = 20' 1 SITE PLAN A2.0 1"=20'-0" Approved this ________ day of _______________, 20____ by the City Attorney of the City of Fort Collins, Colorado. __________________________________________________________________ City Attorney SIGNATURE BLOCK OWNERS CERTIFICATION KNOW ALL PERSONS BY THESE PRESENTS THAT:_____________________________ ________________________________________________________________________ Being all the lawful recorded owners of the property shown on this (name of plan) General Development Plan, except any existing public streets, roads, or highways, do hereby certify that I/we accept the conditions and restrictions set forth on said plan and in the conditions of approval by the City of Fort Collins, dated _________________________, and that I/we consent to the recordation of any information pertaining thereto. _______________________________________ Owner’s Signature(s) ________________________________________ Lienholder’s Signature(s) STATE OF COLORADO ) )ss COUNTY OF LARIMER ) The foregoing instrument was acknowledged before me this _______ day of ________________, 20____, by ___________________________________. Witness my hand and official seal. My commission expires: ________________________________ _______________________________________ Notary Public N N PROJECT SUMMARY EXISTING/PROPOSED ZONING I, CITY OF FORT COLLINS LEGAL DESCRIPTION LOT 2, COLLEGE AND TRILBY SUBDIVISION GROSS PROPERTY AREA 1.630 ACRES, 71,022 S.F. (PER COLLEGE AND TRILBY SUBDIVISION PLAT) RIGHT OF WAY DEDICATION SOUTH COLLEGE AVENUE (HIGHWAY 287) R.O.W. REC. NO. 2004002682 CURRENT LAND USE VACANT LAND PROPOSED LAND USE DRIVE-THROUGH COFFEE KIOSK PROPOSED BUILDING OCCUPANCY B PROPOSED TYPE OF CONSTRUCTION VB PROPOSED BUILDING FLOOR AREA ±500 S.F. PROPOSED FLOOR-AREA RATIO 0.007 F.A.R. PROPOSED BUILDING HEIGHT 15.5 FEET PROPOSED NUMBER OF STORIES 1 STORY AUTOMOBILE PARKING REQUIREMENT 7 SPACES / 1,000 S.F. = 4 SPACES MINIMUM AUTOMOBILE PARKING PROVIDED 20 SPACES @ 9' X 18' 2 SPACE @ 10' X 18' (ADA ACCESSIBLE) 22 SPACES PROVIDED BICYCLE PARKING REQUIRMENT 4 SPACES BICYCLE PARKING PROVIDED 8 SPACES SITE DATA BUILDING FOOTPRINT AREA 492 S.F. (0.07% OF SITE) PARKING, DRIVE-THROUGH, AND AISLES ±14,351 S.F. (20.0% OF SITE) LANDSCAPED AREA ±9,840 S.F. (13.9% OF SITE) PROJECT CONTACTS ARCHITECT: MAH ARCHITECTURAL GROUP MICHAEL HUNSINGER 1385 S. COLORADO BLVD. DENVER, CO 80222 PHONE: 303.778.0608 EMAIL: MICHAEL@MAHARCH.COM CIVIL ENGINEER: HCI ENGINEERING COLE HABERER 810 BRICKYARD CIRCLE, UNIT 3 GOLDEN, COLORADO 80403 PHONE: 303.979.3900 EMAIL: COLEH@HABERER.COM DRAWING INDEX ARCHITECTURAL A1.0 COVER SHEET, VICINITY PLAN A2.0 ARCHITECTURAL SITE PLAN A2.1 SITE DETAILS A2.2 TRASH ENCLOSURE DETAILS A2.3 ARCHITECTURAL RENDERINGS A3.0 EXTERIOR ELEVATIONS ENGINEERING S1 FOUNDATION AND ROOF FRAMING PLANS M0.1 GENERAL NOTES M0.2 LIGHTING AND DETAILS M1.1 MECHANICAL PLANS P0.1 PLUMBING SCHEDULE AND DETAILS P1.1 PLUMBING PLANS E0.1 ELECTRICAL GENERAL NOTES AND LEGENDS E1.0 ELECTRICAL SITE PLANS AND PHOTOMETRIC E1.1 ELECTRICAL PLANS E2.1 ONE-LINE AND PANEL SCHEDULES 1 LOCATION PLAN A1.0 2 VICINITY PLAN A1.0 PROJECT LOCATION PROJECT LOCATION