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Home My WebLink AboutWINDSONG AT ROCK CREEK - PDP - PDP150024 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE PLANPROPERTY OWNER: HARMONY TECHNOLOGY PARK, LLC CONTACT: MARK S. MELCHI & JEFFERY T. HARSHE SOUTH STATE COMMONS I 2723 SOUTH STATE STREET, SUITE 250 ANN ARBOR, MI 48104 APPLICANT/ARCHITECT: LENITY ARCHITECTURE CONTACT: KRISTI NEZNANSKI, PROJECT MANAGER 3150 KETTLE COURT SE SALEM, OR 97301 PHONE: (503) 399-1090 KRISTINEZ@LENITYARCHITECTURE.COM CIVIL ENGINEER: J.R ENGINEERING CONTACT: TIM HALOPOFF, PE 2900 SOUTH COLLEGE AVE, SUITE 3D FORT COLLINS, CO 44240 PHONE: (970) 491-9888 THALOPOFF@JRENGINEERING.COM SOILS ENGINEER: TERRACON CONSULTANTS, INC. 1901 SHARP POINT DRIVE, SUITE C FORT COLLINS, CO 80525 PHONE: (970) 484-0359 Fort Collins, CO VICINITY MAP PRELIMINARY LEGAL DESCRIPTION: A PARCEL OF LAND LOCATED IN THE SOUTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO, BEING IN THE SOUTHWEST CORNER OF THE PROPERTY OF UNPLATTED RECEPTION NUMBER 20070012825 CONTRACT PUCHASER/PROJECT DEVELOPER: VISTA POINTE DEVELOPMENT CO.,LLC CONTACT: DON HARRIS & MIKE ZINGG 1883 SW VISTA AVENUE PORTLAND, OR 97201 LANDSCAPE: LENITY ARCHITECTURE CONTACT: BRIAN LIND, LANDSCAPE ARCHITECT 3150 KETTLE COURT SE SALEM, OR 97301 PHONE: (503) 399-1090 BRIANL@LENITYARCHITECTURE.COM SURVEYOR: J.R ENGINEERING CONTACT: KEN WITTY 2900 SOUTH COLLEGE AVE, SUITE 3D FORT COLLINS, CO 44240 PHONE: (970) 491-9888 KWITTY@JRENGINEERING.COM TRAFFIC ENGINEER: DELICH ASSOCIATES CONTACT: JOSEPH DELICH 2272 GLEN HAVEN DRIVE LOVELAND, CO 80538 PHONE: (970) 669-2061 DRAWING INDEX: 18' 24' 18' 9' 9' 9' 24' 18' 9' 18' 24' 18' 9' 68'-8" 40'-11" 40'-10" 66'-2" 24' 9' 24' 18' 90'-10" 109'-6" ROCK CREEK DRIVE ZIEGLER ROAD ELEC. MECH. KITCHEN. 64 Bed Memory Care Facility 1 Story REFUSE ENCLOSURE ENTRANCE ENCLOSED YARD ENCLOSED YARD BENCH WALL BENCH WALL BENCH WALL BENCH WALL BIKE RACK RETAINING WALL WITH PROJ. SIGN RETAINING WALL BIKE RACK COLUMN AND TRELLIS COLUMN AND TRELLIS COLUMN AND TRELLIS PERVIOUS FH PAVERS PERVIOUS STAIN, OLYMPIC SEMI-TRANSPERENT STAIN #730 OR EQUAL. SIDEWALK CANTILEVER ELEVATION SECTION CONC. PATIO SLAB PRECAST WALL CAP FIN. LAND- SCAPE GRADE FIN. LAND- SCAPE GRADE 8" CMU WALL W/#4 H. (2) MIN. W/#4 V. 24"o.c. MAX. FTG. DEPTH TO FROST LINE MIN. (PER SOILS REPORT) (2) #4 BARS FULL LENGTH FELT STRIP 20" 24" SCALE: BENCH WALL 1/2" = 1'-0" P:/DON HARRIS/CO-FORT COLLINS/DETAILS/02870014PS PRECAST WALL CAP STONE STONE 1 MOUNTINGS OPTIONS: STANDARD IN-GROUND (AS SHOWN) AND SURFACE MOUNT WITH ROUND FLANGE NOTES: 1. DRAWINGS NOT TO SCALE. DO NOT SCALE DRAWINGS. CONCRETE FOOTINGS ACCORDING TO LOCAL SOIL CONDITIONS GROUND LINE HOLES ARE PRESENT ONLY WHEN GALVANIZED OPTION IS SPECIFIED FORMED FORM 2 3/8" O.D. SCHEDULE 40 STEEL PIPE STEEL ANCHOR ROD IS INSERTED THROUGH THE TUBULAR POST TO HELP SECURE THE ASSEMBLY IN THE CONCRETE FOOTING SCALE: BIKE RACK (CYCLE SENTRY SERIES BRCS-105) NOT TO SCALE T:/02SITEWK/830FENCE/02830025 4'-0" 3'-0" 9 3/4" 1'-2 1/2" 5'-3 3/8" 5'-1 CENTER-TO-CENTER SCALE: TRELLIS BEAM DETAIL 1" = 1'-0" P:/DON HARRIS/CO-FORT COLLINS/DETAILS/02870012 18" SQ. 8 x 8 CEDAR POST, SINK INTO FOOTING 30" 1 x 12 CEDAR TRIM 1 x 3 CEDAR TRIM 2 x 8 SHAPED CEDAR RAFTERS AT 12"O.C. (2) 3 x 10 CEDAR BEAMS (2) 3/4" DIA. MACH. BOLTS PREPARE SOIL UNDER FOOTING PER SOILS REPORT 4" CONC. SLAB w/ #4 BARS 48" o.c. e/w 1" CHAMFER EACH CORNER 4" OF FREE-DRAINING VDCT NO. 57 AGGREGATE OR EQUAL COLUMN AND TRELLIS 1/2" = 1'-0" P:/DON HARRIS/CO-FORT COLLINS/DETAILS/02870031PS COLUMN BASE, SIM TO 1'-107 8" 2 6 4 NOTE: 1) TREAT CMU BLOCK PRIOR TO PAINTING W/ ELASTOMERIC PAINT. 2) VERIFY WALL HEIGHT 1-'0" GREATER THAN TALLEST SERVICE STRUCTURE. 22'-8" ELEVATION - SIDE ELEVATION - FRONT ELEVATION - SIDE ELEVATION - REAR 11'-4" 5'-0" 6'-4" 8'-8" 14'-0" 16" (2) #4 BARS CONT. TOP & BOTTOM 3" CLR. FROM EDGES F.G. #4 BARS AT 32" O.C. BOTH WAYS & CENTER REINFORCING IN WALL PROVIDE MINIMUM 18" EMBEDMENT 12"x4"x16" SLOPED CMU CAP 6" THK. P.C.C. SLAB W/ 6"x6"-10/10 WWM ON 6" AGG. BASE CONCRETE FOOTONG MINIMUM COMPRESSION CONC. STRENGTH AT 28 DAYS SHALL BE 3,000 PSI. JAMB DETAIL 1/2"ɸx8" BARREL BOLT LOCK (ONE GATE) 3/8"ɸ BAR 8"x2" WELDED TO STEEL TUBE AT 16" O.C. 8"x8"x16" CMU WALL 3"x4"x1/4" METAL ANGLE FRAME (4) SIDES EA. GATE W/ (2) PAIR MCKINNEY T4B3781LE HINGES EACH GATE 1/2"ɸx30" CANE BOLT ONE GATE 1 1/2"x1 1/2"x3/16" METAL ANGLE DIAGONAL BRACE 5"x5"x1/4" STEEL TUBE W/ 5"x5"x1/4" CAP PLATE EMBEDDED 3'-0" INTO FOOTING 1"x18 GA. METAL GATE SCALE: ENCLOSURE TRASH & RECYCLING 1/8" = 1'-0" P:/DON HARRIS/CO-FORT COLLINS/DETAILS/ENCLOSURE-TRASH BOLLARD (TYP OF 4) TRANSFORMER PAD, SIZE PER ELEC. GENERATOR PAD, SIZE PER ELEC. TRASH CONTAINER OPEN 4 X 2 T.S. GATE FRAME STONE CAP W/ 1" OVERHANG 8" CMU - PAINT INSIDE 4 X 2 T.S. DIAGONAL BRACE 5"x5"x1/4" STEEL TUBE W/ 5"x5"x1/4" CAP PLATE EMBEDDED 3'-0" INTO FOOTING 1/2"ɸx30" CANE BOLT ONE GATE PROVIDE STL. PIPE RECEIVER IN CONCRETE PAD 1/2"ɸx8" BARREL BOLT LOCK (ONE GATE) USER ENTRY FOOTING DETAIL GRAVEL 6" THICK PCC SLAB W/ 6"x6"-10/10 WWM ON 6" GRAVEL BASE. 1/4" PER FT. A -- B -- CONC. CURB C.M.U. PAINTED TO MATCH STONE VENEER C.M.U. PAINTED TO MATCH STONE VENEER C.M.U. PAINTED TO MATCH STONE VENEER BOLLARD SLOPE RECYCLING CONTAINERS 3 +2'-0" ELEV. MASTIC WATERPROOFING AND PROTECTION BOARD UNDISTURBED OR COMPACTED GRADE 4" PERF. DRAINPIPE IN 8"x8" GRAVEL RUN ENCASED IN FILTER FABRIC CONTINUOUS, CONNECT TO STORM SEWER AMENDED PLANTING SOIL BACKFILL 10" CMU GROUT SOLID #3 TIES AT 24" o.c. SIDEWALK PER PALN 18"± MIN. (2) #4 CONT. BAR IN FOOTING CONT. CONC. FOOTING 21 2" 1" STONE VENEER, COLOR TO MATCH MAIN BUILDING, SET IN MORTAR BED OVER APPROVED METAL LATH AND WEATHER BARRIER, PER MANUF. SPECS. 1/2" GAP BETWEEN CONC. AND STONE SCALE: SECTION (RAISED PLANTER) 1-1/2" = 1'-0" P:/DON HARRIS/CO-FORT COLLINS/DETAILS/02870055 CAST IN PLACE CAP MASTIC WATERPROOFING AND PROTECTION BOARD UNDISTURBED OR COMPACTED GRADE 4" PERF. DRAINPIPE IN 8"x8" GRAVEL RUN ENCASED IN FILTER FABRIC CONTINUOUS, CONNECT TO STORM SEWER AMENDED PLANTING SOIL BACKFILL GRADE LINE WITH GRASS (2) #4 CONT. BAR IN FOOTING CONT. CONC. FOOTING STONE VENEER, COLOR TO MATCH MAIN BUILDING, SET IN MORTAR BED OVER APPROVED METAL LATH AND WEATHER BARRIER, PER MANUF. SPECS. SCALE: SECTION (RAISED PLANTER) 1 1/2" = 1'-0" P:/DON HARRIS/CO-FORT COLLINS/DETAILS/02870056 +2'-0" ELEV. 1" 21 2" 18"± MIN. 10" CMU GROUT SOLID #3 TIES AT 24" o.c. CAST IN PLACE CAP 8 5 75 1/4" OUT TO OUT 18" 31 5/8" 1 1/4" SCH 40 STEEL PIPE NOTE: ALL CONNECTIONS TO SITE PER MANUF. INSTALLATION INSTRUCTIONS SCALE: FAIRWEATHER SITE FURNITURE (MODEL AL-2 OR SIMILAR) 1" = 1'-0" P:/DON HARRIS/CO-FORT COLLINS/DETAILS/LANDSCAPE_BENCH 6' BENCH (SHOWN) - 71 1/2" POWDER-COATED IN A BLACK FINISH TO MATCH CITY STANDARD 7 Fort Collins, CO SCALE: AS NOTED DATE: 18 Nov. 2015 PAVERS PERVIOUS PAVERS BENCH RAISED PLANTER RAISED PLANTER EMPLOYEE AREA GENERATOR TRANSFORMER 422.83' VACANT LAND VACANT LAND 395.47' EMERGENCY ACCESS EASEMENT EMERGENCY ACCESS EASEMENT EMERGENCY ACCESS EASEMENT 351.25' 342.20' PERVIOUS PAVERS LOADING GREASE INTERCEPTOR Fort Collins, CO SCALE: 1" = 30'-0" 0 15 30 60 90 DATE: 18 Nov. 2015 GENERAL NOTES: 1. REFER TO THE CIVIL ENGINEERS UTILITY PLAN SET FOR DETAILED INFORMATION REGARDING EXISTING CONDITIONS AND CONTOURS. 2. REFER TO THE CIVIL ENGINEERS SUBDIVISION PLAT DRAWING SET FOR DETAILED INFORMATION ON PUBLIC, PRIVATE AND EMERGENCY SERVICE EASEMENTS AND PUBLIC RIGHTS OF WAY. PROJECT DESCRIPTION: 64 BED MEMORY CARE FACILITY 24 PRIVATE BEDS 40 SEMI-PRIVATE BEDS 64 BEDS TOTAL BUILDING HEIGHT: ONE STORY GRADE TO MEAN: 15'-2" GRADE TO RIDGE:20'-6" ZONING: HARMONY CORRIDOR DISTRICT (HC) EXISTING LAND USE: VACANT, AGRICULTURAL PROPOSED LAND USE: LONG-TERM CARE FACILITY PROJECT AREA CALCULATIONS: TOTAL AREA: 3.337 ACRES 145,364 SF 100% BUILDING AREA: 38,303 SF 26.3% DRIVES: 34,860 SF 24.0% WALKS & PATIOS: 17,627 SF 12.1% LANDSCAPED OPENSPACE: 54,574 SF 37.6% FLOOR AREA RATIO: 0.26% OFF STREET PARKING: VEHICLE: 47 OPEN SPACES 4 ACCESSIBLE SPACES 51 TOTAL SPACES BICYCLE: 2 OUTDOOR FIXED RACKS 10 TOTAL SPACES COVER SITE PLAN SITE DETAILS LANDSCAPE PLAN LANDSCAPE LEGEND & NOTES LANDSCAPE HYDROZONE PLAN LIGHTING PLAN LIGHTING PHOTOMETRIC PLAN COLOR SITE PLAN FLOOR PLAN EXTERIOR ELEVATIONS COLOR & MATERIALS WALL/BERM DETAIL PROJECT DESCRIPTION: 64 BED MEMORY CARE FACILITY 24 PRIVATE BEDS 40 SEMI-PRIVATE BEDS 64 BEDS TOTAL BUILDING HEIGHT: ONE STORY GRADE TO MEAN: 15'-2" GRADE TO RIDGE:20'-6" ZONING: HARMONY CORRIDOR DISTRICT (HC) EXISTING LAND USE: VACANT, AGRICULTURAL PROPOSED LAND USE: LONG-TERM CARE FACILITY PROJECT AREA CALCULATIONS: TOTAL AREA: 3.337 ACRES 145,364 SF 100% BUILDING AREA: 38,303 SF 26.3% DRIVES: 34,860 SF 24.0% WALKS & PATIOS: 17,627 SF 12.1% LANDSCAPED OPENSPACE: 54,574 SF 37.6% FLOOR AREA RATIO: 0.26% OFF STREET PARKING: VEHICLE: 47 OPEN SPACES 4 ACCESSIBLE SPACES 51 TOTAL SPACES BICYCLE: 2 OUTDOOR FIXED RACKS 10 TOTAL SPACES OWNERS CERTIFICATION: THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE 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. ___________________________________ _____________ SIGNATURE DATE ___________________________________ (PRINT NAME) THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS _____ DAY OF__________, 20____ ___________________________________ (PRINT NAME) MY COMMMISSION EXPIRES: ________________________ WITNESS MY HAND AND OFFICIAL SEAL ___________________________________ NOTARY PUBLIC PLANNING AND ZONING CERTIFICATION: APPROVED BY THE PLANNING AND ZONING BOARD OF THE CITY OF FORT COLLINS, COLORADO THIS _____ DAY OF__________, 20____ _________________________________________________ COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES DIRECTOR