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Home My WebLink AboutAWEIDA - PDP - PDP180008 - SUBMITTAL DOCUMENTS - ROUND 2 - SITE PLANLAND USE STATISTICS LAND AREA SQ. FT. ACRES % OF NET LAND AREA PARCEL TOTAL 19,980 0.456 SITE AREA (GROSS) 19,980 0.456 SITE AREA (NET) 19,980 0.456 100% BUILDING COVERAGE 2,766 0.125 13% DRIVEWAY AND PARKING COVERAGE 6,278 0.144 31% PUBLIC STREET RIGHT-OF -WAY 4,999 0.115 25% LANDSCAPED AREAS 5,862 0.146 29% OPEN SPACE 0 0 0% "ACTIVE RECREATIONAL USE" 0 0 0% BUILDING INTENSITY TYPE - MIX-USE BUILDING SQUARE FOOTAGE 5,425 +/- RESIDENTIAL AREA 4,369 +/- COMMERCIAL/OFFICE AREA 1,056 +/- INTENSITY (FLOOR AREA RATIO-FAR) 0.272 BUILDING HEIGHT < 30' PROPOSED ZONING L-M-N NO. DWELLING UNITS 4 BEDROOMS (2)-3 BR, (2)-2 BR 10 BR TTL. GROSS DENSITY 8.7 du/ac NET DENSITY 11.6 du/ac PARKING VEHICLE PARKING 14 REQUIRED COMMERCIAL PARKING 2 REQUIRED RESIDENTIAL PARKING 8 MAXIMUM PARKING NA PROPOSED PARKING STANDARD PARKING 13 CAR HANDICAP 0 VAN HANDICAP 1 TOTAL PARKING 14 BICYCLE PARKING TOTAL 14 COVERED BIKE PARKING 8 SITE BIKE PARKING 6 JOB # REVISIONS DATE DRAWN CHECKED SHEET 415 E. PITKIN STREET, FORT COLLINS COLORADO 80524 (970) 493-1023 AWEIDA PDP MIX-USE DEVELOPMENT FORT COLLINS, CO 22 AUG, 2018 CGL DWL PRELIMINARY NOT FOR CONSTRUCTION (R) S89°39'W 152.50' (R) N00°07'03"E 132.21' WEST COUNTY ROAD 38E SOUTH TAFT HILL ROAD REC. NO. 20060041951 OHU OHU OHU OHU OHU OHU OHU JOB # REVISIONS DATE DRAWN CHECKED SHEET 415 E. PITKIN STREET, FORT COLLINS COLORADO 80524 (970) 493-1023 AWEIDA PDP MIX-USE DEVELOPMENT FORT COLLINS, CO 22 AUG, 2018 CGL DWL PRELIMINARY NOT FOR CONSTRUCTION R BIKE PARKING STRUCTURE - DETAIL PLAN 1 Scale: 1/4" = 1'-0" NORTH 6'-8" 13'-0" 2'-0" 3'-0" 3'-0" 3'-0" 2'-0" 1'-10" TYP. LINE OF ROOF STRUCTURE ABOVE INVERTED "U" BIKE RACK -SEE DETAIL THIS SHEET 1'-10" 2'-5" 1 2 3 4 5 6 7 8 2" SQUARE TUBE STL. POST 2" SQUARE TUBE STL. POST INVERTED "U" BIKE RACK - TYP 5 Scale: 1/2" = 1'-0" 1-7/8" TUBE STL. STL. BASE PLATE FIXED 1'-10" 3'-0" (R) N00°07'03"E 132.21' X X X X X X X X X X X R HU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU 3-CUBIC YARD RECYCLING T R A S H E N C L O S U R E - DETAIL PLAN 6 Scale: 1/4" = 1'-0" NORTH 8'-0" 5'-4" 4'-8" 13'-4" 8" 13'-4" 8" 19'-4" 13'-4" 4'-0" 8'-8" 6" CONC. CURB 6" CONC. CURB 3-CUBIC YARD WASTE 3'-0" 6" CONC. CURB 7/A1.2 9/A1.2 8/A1.2 10/A1.2 SLOPE 1/4"/FT. MIN. SLOPE SLOPE SLOPE 6" REINF. CONC. APRON SLOPE SLOPE 1/4"/FT. MIN. RAMP STL. FRAMED GATE, W/ CORRUGATED MTL. PROVIDE (2) SLEEVES TO RECEIVE STL. PIN DOOR ANCHOR 6" DIA. STL. PIPE BOLLARD STUCCO VENEER, OVER 8" CMU W/ STL. REINF. - TYP 6" DIA. STL. PIPE BOLLARD 7 1 1/2"X1 1/2"X1/8" SQ. TUBE STL. TYP. @ ENDS 1 1/2"X1 1/2"X1/8" STL. ANGLES TYP. 1 1/2"X1 1/2"X1/8" STL. ANGLE TYP. BOTTOM RAIL CORRUG. GALV. MTL. - TYP. 1 1/2"X1 1/2" STL. ANGLES - TYP. STL. LATCH, ON INT. SIDE OF DOORS STL. PIN ANCHOR, TYP. @ EA. DOOR GATE PIVOT/POST: 4" (OUTER DIAMETER) X 3/16" CONC. FILLED STL. TUBE POST, W/ OUTER STL. TUBE TO HAVE SUFFICIENT INNER DIAMETER TO SLIP OVER GATE POST AND HINGE PROPERLY. PROVIDE MARINE-TYPE BEARING GREASE ON POST TUBE O.D. TO I.D. TOLERANCE NOT TO EXCEED 1/8" 2'-6" 4" 6'-2" 4" 6'-10" 8" 4'-0" TENANT ACCESS 14'-8" 6'-9 1/2" 1" 6'-9 1/2" 4" PRE-CAST CAP - TYP. GRADE REINF. CONC. FDN. STUCCO, OVER 8" CMU W/ STL. REINF. REIN. CONC. FND. T R A S H E N C L O S U R E - FRONT ELEVATION Scale: 1/2" = 1'-0" 4" PRE-CAST CAP - TYP. 8'-0" 5'-4" 13'-4" GATE PIVOT/POST: SEE NOTE 7/A1.2 - TENANT ACCESS THIS SHEET STUCCO (MATCH BLDG COLOR, OVER 8" CMU W/ STL. REINF. RAMP 6'-10" 2'-6" 4" 6'-2" 4" 8 T R A S H E N C L O S U R E - ELEVATIONS Scale: 1/4" = 1'-0" 9 4" PRE-CAST CAP - TYP. STUCCO (MATCH BLDG COLOR, OVER 8" CMU W/ STL. REINF. 19'-4" 2'-6" 4" 6'-2" 4" 6'-10" REIN. CONC. FND GRADE 4" PRE-CAST CAP - TYP. STUCCO (MATCH BLDG COLOR, OVER 8" CMU W/ STL. REINF. REIN. CONC. FND 13'-4" GATE PIVOT/POST: SEE NOTE 7/A1.2 - THIS SHEET RAMP 10 GRADE June 12, 2018 Project Location PROJECT TITLE AUTHOR NAME A 01 7'-0" 6'-9" 3'-0" 3'-0" 3'-0" 3'-0" June 12, 2018 Project Location PROJECT TITLE AUTHOR NAME A 01 7'-0" 6'-9" 3'-0" 3'-0" 3'-0" 3'-0" June 12, 2018 Project Location PROJECT TITLE AUTHOR NAME A 01 3'-0" 3'-0" 3'-0" 3'-0" Project Location PROJECT TITLE AUTHOR NAME A 01 7'-0" 6'-9" 3'-0" 3'-0" B I K E P A R K I N G S T R U C T U R E - ELEVATIONS AND PERSPECTIVES NTS A1.2 SITE DETAILS SITE PLAN METAL ROOF TO MATCH BUILDING AWNING 2" TUBE STEEL -TYP. W/ GALVANIZED FINISH (M) S89°53'33"W 152.83' (M) N00°11'50"E 131.75' OHU OHU OHU OHU OHU OHU OHU C ONE WAY LID N89°44'28"E 20.00' S00°18'24"W 19.98' LINE OF EXIST'G ASPHALT X X X X X X X X X X X X X X X X X X X X X X X X S00°06'18"E 2669.25' E LINE OF SE 1/4 S33-T7N-R69W FULL ACCESS (R) N89°40'E 152.54' (M) N89°45'29"E 133.08' (M) S00°18'24"W 112.14' (R) S00°10'W 132.16' R R R R R R T R S89°44'27"W 2656.32' BASIS OF BEARINGS NORTH LINE OF SE 1/4 S33-T7N-R69W W W W W W SS SS SS SS SS SS SS SS E E E E E E E E E E OHU OHU OHU OHU OHU OHU OHU OHU W G G G G G FIRE LINE R R AC AC SB SB SB SB SB SB R S45°00'34"E 28.13' W W W W W W W W W W W W W W W W W W W W 5153 5154 5155 5154 5156 5155 5156 5157 5158 5156 5154 5155 5154 5154 5154 5154 5155 5154 5'-0" 10'-0" 12'-0" DEDICATED R.O.W. 24'-0" 7'-0" CONC. PATIO 17'-0" TYP. 17'-0" TYP. 8'-0" 8'-0" 9'-0" 9'-0" EASEMENT 28'-0" DEDICATED R.O.W 10' PARKWAY 6' CON.C WALK 6' CONC. WALK TRASH ENCLOSURE CONC. SEE DETAIL PLAN 6/A1.2 LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA LANDSCAPE AREA 30'-0" EXISTING R.O.W. 57'-6" PROPOSED R.O.W. 30'-0" EXISTING R.O.W 42'-0" PROPOSED R.O.W. 16'-0" +/- BLDG SETBACK CONC. WALK 82'-6" CONC. WALK 7'-11" WALK 20'-0" CONC. WALK 50'-0" PARKING SETBACK PER LCUASS 20' EMERGENCY ACCESS EASEMENT (EAE) AND DRAINAGE EASEMENT (DE) BIKE RACK BIKE RACK COVERED BIKE PARKING SEE DETAIL PLAN 1/A1.2 BIKE RACK 50'-0" PARKING SETBACK PER LCUASS PARKING (8 SPACES) PARKING (6 SPACES) PROPOSED BLDG 1ST FLOOR: COMMERCIAL/OFFICE 2ND FLOOR: 3 BEDROOM DWELLING UNIT 1ST FLOOR: 2 BEDROOM DWELLING UNIT 2ND FLOOR: 2 BEDROOM DWELLING UNIT 2 STORY 3 BEDROOM DWELLING UNIT COMMON AREA 76'-10 1/8" (State of ) (County of ) Subscribed and sworn to before me this day of , 20 A.D. by WITNESS my hand and offical seal. Notary Public Address My Commission Expires: AWEIDA PROPERTIES, INC. Approved by the Director of Planning of the City of Fort Collins, Colorado, on this day of , 20 . Director of Community Development and Neighborhood Services 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. OWNER'S CERTIFICATION DAN AWEIDA DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES Date LANDSCAPE AREA LANDSCAPE AREA NEW 4' VINYL FENCE AT PROPERTY LINE -SEE LANDSCAPE PLAN FOR FENCE DETAIL EXIST'G SIBERIAN ELM TO BE REMOVED SEE SHEET L-1 EXIST'G SIBERIAN ELM TO BE REMOVED SEE SHEET L-1 EXIST'G HONEYLOCUST TO REMAIN SEE SHEET L-1 "VAN ACCESSIBLE" HANDICAP SIGN "FIRE LANE NO PARKING" SIGN "FIRE LANE NO PARKING" SIGN "FIRE LANE NO PARKING" SIGN BARRICADE SIGNAGE POTENTIAL SHARED ACCESS TRENCH DRAIN TRENCH DRAIN 5'-0" ELEC. METER END OF VINYL FENCE END OF VINYL FENCE ELEC. TRANSFORMER LANDSCAPE AREA LANDSCAPE CONC. PATIO AREA FIRE HYDRANT 9'-0" EASEMENT S I T E P L A N 1 Scale: 1" = 10 ft NORTH 0 10 20 30 FT PUBLIC ACCESS EASEMENT NEW 4' VINYL FENCE AT PROPERTY LINE -SEE LANDSCAPE PLAN FOR FENCE DETAIL 12'-11" BLDG SETBACK 21'-8" BLDG SETBACK (SB) SPLASH BLOCK - TYP. 20'-0" EAE & DE PROPOSED LOCATION OF STREET LIGHT/SIGNAL STREET LIGHT PER CITY STREET LIGHT PER CITY LIGHT - TYP. STORM WATER BED - REFER TO CIVIL E X X X X X X X X X X X X X X X X X X X (R) S89°39'W 152.50' (R) N00°07'03"E 132.21' WEST COUNTY ROAD 38E SOUTH TAFT HILL ROAD REC. NO. 20060041951 OHU OHU OHU OHU T S (M) S89°53'33"W 152.83' (M) N00°11'50"E 131.75' ELEC VAULT OHU OHU OHU OHU E C LINE OF EXISTING ASPHALT LID EXIST'G CHAIN LINK FENCE TO BE REMOVED E E E E G G G G G G G G ST ST ST ST ST ST FO FO FO FO FO FO FO FO FO FO FO FO ST ST G G G G G G G G G G G G G G G G G EXIST'G WOOD FENCE TO BE REMOVED EX. CHAIN LINK FENCE TO BE REMOVED V.P. E G W W N89°44'28"E 20.00' S00°18'24"W 19.98' S00°06'18"E 2669.25' E LINE OF SE 1/4 S33-T7N-R69W (R) N89°40'E 152.54' (M) N89°45'29"E 133.08' (M) S00°18'24"W 112.14' (R) S00°10'W 132.16' T S89°44'27"W 2656.32' BASIS OF BEARINGS NORTH LINE OF SE 1/4 S33-T7N-R69W OHU OHU OHU OHU S45°00'34"E 28.13' E DECIDUOUS SHRUBBERY DECIDUOUS SHRUBBERY DECIDUOUS DECIDUOUS SHRUBBERY SHRUBBERY 5153 5154 5155 5154 5156 5155 5156 5157 5158 5156 5154 5155 5154 5154 5154 5154 5155 5154 30'-0" EXISTING R.O.W. 30'-0" EXISTING R.O.W E X I S T I N G C O N D I T I O N S 2 Scale: 1" = 20 ft NORTH P R O P E R T Y D E S C R I P T I O N : A PARCEL OF LAND SITUATE IN THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 33, THENCE SOUTH 00° 10' WEST 162.15 FEET, THENCE SOUTH 89° 39' WEST 29.93 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89° 39' WEST 152.50 FEET; THENCE NORTH 00° 07' 03" EAST 132.21 FEET; THENCE NORTH 89° 40' EAST 152.54 FEET, THENCE SOUTH 00° 10' WEST 132.16 FEET TO THE POINT OF BEGINNING, EXCEPT THAT PORTION AS CONVEYED IN DEED RECORDED JUNE 5, 2006 AT RECEPTION NO. 20060041951, COUNTY OF LARIMER, STATE OF COLORADO. A1.1 SITE PLAN SITE PLAN V I C I N I T Y M A P NTS W CR 38 E S TAFT HILL RD W HORSETOOTH RD W HARMONY RD S SHEILDS ST SITE