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THE SAVOY - FDP230012 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE, LANDSCAPE & ELEVATIONS PLANS
SP-1 COVER STEETNORTH THE SAVOY SHEET INDEX A REPLAT OF TRACT A, BROOKFIELD FIRST REPLAT, LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO 1 SP-1 COVER SHEET 2 SP-2 SITE PLAN 3 L-1 LANDSCAPE COVER SHEET / OVERALL LANDSCAPE PLAN 4 - 6 L-2 - L-4 LANDSCAPE PLAN 7 L-5 PLANT SCHEDULE 8 L-6 HYDROZONE PLAN 9 L-7 AMENITY LAYOUT PLANS 10 - 12 L-8 - L-10 LANDSCAPE DETAILS 13 - 14 L-11 - L-12 WALKWAY SPINE PERSPECTIVES 15 - 16 A-1 - A-2 24 PLEX ELEVATIONS - CARRIBEAN CORAL 17 - 18 A-3 - A-4 24 PLEX ELEVATIONS - HARVEST GOLD 19 - 20 A-5 - A-6 36 PLEX ELEVATIONS - POWDER BLUE 21 - 22 A-7 - A-8 CLUBHOUSE ELEVATIONS 23 A-9 3 PLEX ELEVATIONS 24 A-10 CARPORT/PORTAL ELEVATIONS 25 A-11 TRASH ENCLOSURE ELEVATIONS 26 - 30 A-12 - A-16 ARCHITECTURAL PERSPECTIVES 31 - 32 A-17 - A-18 ARCHITECTURAL PERSPECTIVES 33 PH1 SITE PHOTOMETRIC PLAN 34 PH2 SITE LIGHTING FIXTURES FINAL DEVELOPMENT PLAN FOR SITE SITE PLAN NOTES 1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS. 2.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. 3.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. 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. 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. 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. 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 THE PROPERTY OWNER OF THE COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS. 12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER. 13.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. 14.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. 15.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. 16.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. PLANNING CERTIFICATE OWNER'S CERTIFICATE VICINITY MAP AREA COVERAGE SCALE: NTS THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE 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 (SIGNED) ______________________________________ DATE THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME THIS ______________ DAY OF ______________ A.D., 20____. BY _________________________________________________________________________________________________________ (PRINT NAME) AS __________________________________________________________ MY COMMISSION EXPIRES: _____________________________________ WITNESS MY HAND AND OFFICIAL SEAL. ___________________________________________________ NOTARY PUBLIC ___________________________________________________ ADDRESS APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO ON THIS _______ DAY OF _______, 20__. ____________________________________________________________ Director Signature GROSS AREA (SF)% RESIDENTIAL BUILDING COVERAGE 83,644 19.80 MIXED-USE BUILDING COVERAGE 7,982 1.89 DRIVES AND PARKING (EXCLUDES PUBLIC ROW)113,698 26.91 OPEN SPACE AND LANDSCAPE (EXCLUDES PUBLIC ROW)104,321 24.69 HARDSCAPE (EXCLUDES PUBLIC ROW)44,388 10.51 PUBLIC STREET RIGHT-OF-WAY 0.00 HARDSCAPE 9,868 2.34 DRIVES AND PARKING 31,813 7.53 LANDSCAPE 26,734 6.33 TOTAL GROSS COVERAGE 422,448 100.00 NET AREA (SF)% RESIDENTIAL 83,644 23.63 MIXED-USE 7,982 2.25 DRIVES AND PARKING 113,698 32.12 OPEN SPACE AND LANDSCAPE 104,321 29.47 HARSCAPES (WALKS & PLAZAS)44,388 12.54 TOTAL NET COVERAGE 354,033 100.00 LAND USE CHART SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEXISTING ZONING H-C GROSS NET GROSS AREA 422,448 SF (9.69 AC)NET AREA 354,003 SF (8.13 AC) TOTAL DWELLING UNITS 243 TOTAL DWELLING UNITS 243 GROSS DENSITY 25.1 DU/AC NET DENSITY 29.9 DU/AC BUILDING HEIGHT 36 PLEX 42’-4” (3 STORIES) 24 PLEX 37'-9” (3 STORIES) CLUBHOUSE 33’-11” (1.5 STORIES) 3 PLEX/MAIL LOUNGE 30’-5” (2 STORIES) DWELLING UNIT BREAKDOWN UNIT TYPE DWELLING UNITS TOTAL BEDROOMS PERCENTAGE STUDIO 39 39 16% ONE BEDROOM 108 108 44% TWO BEDROOM 96 192 40% TOTALS 243 339 100% PROJECT PARKING REQUIRED*PROVIDED STANDARD SPACES 389 SPACES 258 SPACES COMPACT SPACES 155 SPACES (39.9% OF TOTAL) ACCESSIBLE SPACES**8 SPACES 8 SPACES *REQUIRED SPACES CALCULATED AS FOLLOWS: STUDIO/1 BED:144 DU X 1.5 SPACES = 216 SPACES 2 BED: 96 X 1.75 SPACES = 168 SPACES **ACCESSIBLE SPACES ARE INCLUDED IN THE OVERALL PROVIDED TOTAL 1 of 34 BUILDING 2 BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8SUITES &MAIL LOUNGEBUILDING 3BUILDING 1 TFTFTFGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G G G G GGGGGGGGGGGGGSS S S SW E E E E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE E E E E E E E E E E TFWTFTFTF GTFTFE EVW6" W6" W6" W6" W6" W 6" W 6" WSSW ESSISSSG G E E E E E E E G G G G G G G G GEEEEEEELEC ELEC EEEEW F FWFFWF EEEEE E E EEEEEE EEEEEEEE E EE EGGEFW GGMONITOR I N G W E LLTRAFFIC R A T ED WFFWGAS GG G 15" SSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW WWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWST ST ST STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSTSTSTSTSTSTSTSTSTSTST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SSGGGGCTVCTV CTV CTV EE E D D D DD D D DD HY DHY DS S S S S S S S GAS GAS E ELEC F.O. C.O. C.O. F.O. LE FEVER DRIVE SEE SHEET R1 7' SIDEWALK 8' SIDEWALK7' SIDEWALK 7' SIDEWALK 5' SIDEWALK7' SIDEWALK8' SIDEWALKPOCKET PARK (±4,830 SQ. FT.) 8' SIDEWALK9' UTILITY EASEMENT5' SIDEWALK8.5' PARKWAY9' UTILITY EASEMENT5' SIDEWALK8.5' PARKWAY9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT 5' SIDEWALK 5' SIDEWALK 7' SIDEWALK 9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK7' SIDEWALK 7' SIDEWALK7' SIDEWALK 8' SIDEWALK5' SIDEWALK7' SIDEWALK10' LANDSCAPE BUFFER 9' UTILITY EASEMENT9' UTILITY EASEMENT 9' UTILITY EASEMENT7' SIDEWALK5' SIDEWALK 7' SIDEWALK5' S I D E W A L K 7' S I D E W A L K 5' SIDEWALK5' SIDEWALK 5' SIDEWALKPRECISION DRIVE BROOKFIELD DRIVECINQUEFOIL LANE5' SIDEWALK10' LANDSCAPE BUFFER 13.5' LANDSCAPE BUFFER13.5' LANDSCAPE BUFFER9' LANDSCAPE BUFFER 9' LANDSCAPE BUFFER8' SIDEWALK8' SIDEWALK8' SIDEWALK 8' SIDEWALK 7' SIDEWALK7' SIDEWALK7' SIDEWALK8' SIDEWALK 13.5' LANDSCAPE BUFFER13.5' LANDSCAPE BUFFER8' SIDEWALK 5' LE FEVRE DRIVE IMPROVEMENTS (SEE UTILITY PLANS FOR DESIGN) 8 SPACES @ 9' ≈ 72' GAS METERS (TYP.) ELECTRIC METERS (TYP.) TRANSFORMER TRANSFORMER DRAINAGE EASEMENT RAIN GARDEN FOREBAY (TYP.) TRASH ENCLOSURE (SEE ARCH. PLANS) TRASH ENCLOSURE (SEE ARCH. PLANS) TRASH ENCLOSURE (SEE ARCH. PLANS) ENHANCED PEDESTRIAN CROSSWALK ENHANCED PEDESTRIAN CROSSWALK ENHANCED PEDESTRIAN CROSSWALK LIGHTED BOLLARD (TYP.)ENHANCED PEDESTRIAN CROSSWALK BENCH (TYP.) PEDESTRIAN PORTAL PEDESTRIAN PORTAL (TYP.) BENCH (TYP.) GAS METERS (TYP.) ELECTRIC METERS (TYP.) LE FEVRE DRIVE IMPROVEMENTS (SEE UTILITY PLANS FOR DESIGN) 6' SIDEWALK COVERED BIKE RACKS (16 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES)BIKE RACKS (8 SPACES) BIKE RACKS (8 SPACES) COVERED BIKE RACKS 32 (SPACES) COVERED BIKE RACKS (32 SPACES) COVERED BIKE RACKS (20 SPACES) PEDESTRIAN PORTAL BIKE RACKS (8 SPACES) CAR PORT CAR PORT PEDESTRIAN PORTAL 6.5' BREEZEWAY (TYP.) 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.) ELECTRIC METERS (TYP.) GAS METERS (TYP.) GAS METERS (TYP.) ELECTRIC METERS (TYP.) TRANSFORMER TRANSFORMER TRANSFORMER TRANSFORMER 5' SIDEWALK 8.5' SIDEWALK 5' SIDEWALK CAR PORT CAR PORT CAR PORT CAR PORT FIRE HYDRANT 6.5' SIDEWALK (TYP.) 6.5' SIDEWALK (TYP.) 6.5' SIDEWALK (TYP.) CAR PORT CAR PORT CAR PORT 6' SIDEWALK 6' SIDEWALK DRAINAGE EASEMENT PEDESTRIAN PORTAL 24 MC-7200 STORMTECH CHAMBERS 4 SPACES @ 9' ≈ 36' ENHANCED PEDESTRIAN CROSSWALK COVERED BIKE RACKS (16 SPACES) COVERED BIKE RACKS (32 SPACES) TRANSFORMER ELECTRIC METERS (TYP.) GAS METERS (TYP.) ELECTRIC METERS (TYP.) BIKE RACKS (8 SPACES) COVERED BIKE RACKS (44 SPACES) GAS METERS (TYP.) ELECTRIC METERS (TYP.) ELECTRIC METERS (TYP.) GAS METERS (TYP.) GAS METERS (TYP.) ELECTRIC METERS (TYP.) DRAINAGE EASEMENT BIKE RACKS (8 SPACES) BIKE RACKS (16 SPACES) BIKE RACKS (16 SPACES) BIKE RACKS (8 SPACES) 5' 63' R.O.W 53' R.O.W 36' - 30' FL-FL 5' CRUSHER FINES MAINTENANCE PATH 53' R.O.W 53' R.O.W 30' MAX SETBACK 30' FL-FL 30' FL-FL 7'23' 24' DRIVE AISLE 17' (TYP.) 17' (TYP.) 17' (TYP.) 17' (TYP.) 48' 120' FL-FL 17' (TYP.) 38' 16' UTILITY& DRAINAGE EASEMENT 24' DRIVE AISLE 24' DRIVE AISLE 37' FL-FL 24' DRIVE AISLE 24' DRIVE AISLE 24' DRIVE AISLE 17' (TYP.) 24' DRIVE AISLE 23' 7' 23' 7' 24' EAE 17' (TYP.) 17' (TYP.) 24' DRIVE AISLE 24' DRIVE AISLE 24' DRIVE AISLE 3 SPACES @ 8' = 24'5 SPACES @ 9' = 45'3 SPACES @ 8' = 24'5 SPACES @ 9' = 45'9 SPACES @ 9' = 81' 2 SPACES @ 9' = 18' 1 SPACE w/ 5' HANDICAP LANDING@ 14' 6 SPACES @ 8' = 48' 1 SPACE w/ HANDICAP @ 9' = 13' 7 SPACES @ 9' = 63' 5 SPACES @ 9' = 45'4 SPACES @ 8' = 32' 7 SPACES @ 9' = 63' 9 SPACES @ 8' = 80' 10 SPACES @ 8' = 80'13 SPACES @ 8' = 104' 4 SPACES @ 9' = 36'8 SPACES @ 8' = 64'5 SPACES 9' = 45'2 SPACES @ 8' = 16' 2 SPACES @ 8' = 16'7 SPACES @ 9' = 63'5 SPACES @ 9' = 45'3 SPOTS @ 8' = 24' 3 SPOTS @ 8' = 24'5 SPACES @ 9' = 45'5 SPACES @ 9' = 45'4 SPACES @ 9' = 36'11 SPACES @ 8' = 88'8 SPACES @ 9' = 72'2 SPACES @ 8' = 16'9 SPACES @ 9' = 81'7 SPACES @ 9' = 63'2 SPACES @ 8' = 16' 17' (TYP.)7 SPACES @ 9' = 63'19'19' 2 SPACES @ 9' = 18'5 SPACES @ 8' = 40'2 SPACES @ 9' = 18'5 SPACES @ 8' = 40'9 SPACES @9' = 81'5 SPACES @ 9' = 45' 8 SPACES @ 9' = 72' 24' DRIVE AISLE 30' SETBACK (MAX.) 30' SETBACK (MAX.) 30' SETBACK (MAX.) 30' SETBACK (MAX.) 19'19' 9 SPACES @ 8' = 72' 1 SPACE @ 8' w/ 8' VAN HANDICAP LANDING = 16' 9 SPACES @ 8' = 72' 17' (TYP.) 17' (TYP.) 10' UTILITY EASEMENT 10' UE 20' DRAINAGE EASEMENT 6 SPACES @ 8' = 40'2 SPACES @ 9' = 18' 5 SPACES @ 8' = 40' 5 SPACES @ 8' = 40' 4 SPACES @ 9' = 36' 4 SPACES @ 9' = 36'5 SPACES @ 8' 40'9 SPACES @ 9' = 81'35'38' 35' 7 SPACES @ 9' = 63'4 SPACES @ 9'=27' 3 SPACES @ 9' = 27' 3 SPACES @ 9' = 27'5 SPACES @ 8' = 40'5 SPACES @ 8' = 40'7 SPACES @ 9' = 63'3 SPACES @ 9' = 27'5 SPACES @ 8' = 40'40' FL-FL 35' 35' (FENCE LINE) 30' 2 SPACES w/ 5' HANDICAP LANDING @ 9' = 23' 1 SPACE @ 8' 9'5 SPACES @ 9' = 45'7 SPACES @ 9' = 63' 11 SPACES @ 9' = 99' 1 SPACE @ 9' 10' UE 10' UE 30' EAE & UE 10' UE 8' UE 10' UE 24' DRIVE AISLE 5' SIDEWALK 9' 8' 1 SPACE @ 8' w/ 8' VAN HANDICAP LANDING = 16' 9' 1 SPACE @ 9' w/ 5' HANDICAP LANDING = 14' 9' 9' 1 SPACE @ 9' w/ 5' HANDICAP LANDING = 14' 11 SPACES @ 9' = 99' 3 SPACES @ 8' = 24' 1 SPACE @ 9' w/ 5' HANDICAP LANDING = 14' BENCH (TYP.) ELECTRIC METERS (TYP.) GAS METERS (TYP.) GAS METERS (TYP.) BIKE RACKS (8 SPACES) BIKE RACKS (20 SPACES) 24' EMERGENCY ACCESS EASEMENT 24' EAE 24' UTILITY & EMERGENCY ACCESS EASEMENT SANITARY SERVICE (TYP.) WATER SERVICE AND METER (TYP.) FIRE SERVICE (TYP.) SANITARY SERVICE (TYP.) SANITARY SERVICE (TYP.) SANITARY SERVICE (TYP.) SANITARY SERVICE (TYP.) SANITARY SERVICE (TYP.) SANITARY SERVICE (TYP.) SANITARY SERVICE (TYP.) SANITARY SERVICE (TYP.) WATER SERVICE AND METER (TYP.) WATER SERVICE AND METER (TYP.) FIRE SERVICE (TYP.) WATER SERVICE AND METER (TYP.) FIRE SERVICE (TYP.) WATER SERVICE AND METER (TYP.) FIRE SERVICE (TYP.) WATER SERVICE AND METER (TYP.) FIRE SERVICE (TYP.)WATER SERVICE AND METER (TYP.) FIRE SERVICE (TYP.) WATER SERVICE AND METER (TYP.) FIRE SERVICE (TYP.) WATER SERVICE AND METER (TYP.) FIRE SERVICE (TYP.) SANITARY SERVICE (TYP.) WATER SERVICE AND METER (TYP.) FIRE SERVICE (TYP.) SANITARY SERVICE (TYP.) FOREBAY (TYP.) IRRIGATION SERVICE AND METER (TYP.) SP-2 SITE PLANCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES. CALL UTILITY NOTIFICATION CENTER OF COLORADO Know what'sbelow. before you dig.Call R NORTH ( IN FEET ) 0 1 INCH = 30 FEET 30 30 60 90 NOTES: EASEMENT LINE SPROPOSED SEWER SERVICE WPROPOSED WATER SERVICE 6" W EXISTING WATER MAIN PROPOSED WATER MAIN PROPOSED STORM SEWER LEGEND: G T EXISTING STORM SEWER EXISTING TELEPHONE EXISTING GAS EXISTING SANITARY SEWER PROPOSED STORM INLET PROPOSED CURB & GUTTER PROPOSED SANITARY SEWER PROPOSED FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING TELEPHONE PEDESTAL PROPOSED LIGHTED BOLLARD ST W SS PROPOSED R.O.W EXISTING CABLE CTV PROPOSED UNDERDRAIN UD PROPOSED GAS G PROPOSED ELECTRIC E EXISTING ELECTRIC E FPROPOSED FIRE SERVICE PROPOSED GAS METER PROPOSED ELECTRIC METER ASPHALT PAVING CONCRETE PAVING EXISTING CURB & GUTTER 1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK. 2.ATTACHED WALK WIDTHS ARE FROM FLOWLINE. 3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS, UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION. 4. 168 COVERED BIKE RACKS AND 96 UNCOVERED BIKE RACKS ARE BEING PROPOSED. 5. 384 PARKING STALLS PROVIDED EXCLUDING ROW PARKING. 384 PARKING STALLS REQUIRED. 6.REFER TO UTILITY PLANS FOR CURB TYPES, RAMP TYPES, UTILITY DESIGN, ETC. 7.REFER TO LANDSCAPE SHEETS FOR LANDSCAPING REQUIREMENTS. ENHANCED CONCRETE PAVING IPROPOSED IRRIGATION SERVICE PROPOSED STREET LIGHT KEYMAP 24' SP-2 SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.com2 of 34 BUILDING 2BUILDING 4BUILDING 5BUILDING 6BUILDING 7 BUILDING 8 SUITES &MAIL LOUNGEBUILDING 3BUILDING 1W W W W W W W W W W WWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST STSSSS SSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS GCTVEDDDDDDDDDDDH2OVENTHYDHYD HYDHYDSSSSSSSSSGASGASGASEELECF.O.C.O.C.O.F.O.SSSSSSSH2OSWWW W TTTTTTTTTTTTTTTTH2OGASGGGASEVAULTELECWSS 8" WSSCINQUEFOIL LANE(69' WIDE R/W)V.P.SSE GGGG 15" SSEH2OH2OH2OEEEEEEEEETF TFTFG G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G GSSSS SWEEEEE EE E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEETFWTFTFTFTFTFEVW 6" W6" W6" W6" WSSW SS ISSSGEEEGGGGEE ELECELECEEWFFWFFWFEEEEEEE E EG FWUDMONITORING WELL TRAFFIC RATEDWFFW SITEVICINITY MAPOVERALL LANDSCAPE PLANSHEET INDEX:L-1LANDSCAPE COVER SHEET/ OVERALL LANDSCAPE PLANL-2LANDSCAPE PLANL-3LANDSCAPE PLANL-7LANDSCAPE DETAILSL-8LANDSCAPE DETAILSL-4PLANT SCHEDULEL-5HYDROZONE PLANL-6AMENITY LAYOUT PLANSL-2L-3L-4.1L-4.2SheetNOT FOR CON S T R U C T I O N REVIEW SE TL-1THE SAVOYSCALE 1"= 60'60'0'60'120'NORTHL-9LANDSCAPE DETAILS –L-10LANDSCAPE PLAN3459106781112WALKWAY SPINE PERSPECTIVESL-11WALKWAY SPINE PERSPECTIVESL-121314Landscape Cover 3 of 34 UNIT B1UNITA3UNIT A1UNIT S1UNIT B2-AUNITA2-A18 36 PLEXUNIT B1UNITA3UNIT A1UNIT S1UNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B2UNIT B2-AUNITA2-A18 36 PLEX24 PLEX BUILDING 2BUILDING 8 SUITES &MAIL LOUNGEBUILDING 1WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSDHYDSSSWW12" W 12" WSEEEEEEEEEEEEEETFE GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETFW 6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WSSW SISSSEEEEEE E E E E ELECEEEEEEEEEEEEEG G GEE UDMONITORING WELLTRAFFIC RATEDFW14-LCNDOG WASTE STATION14-OFG2-SHM5-AAS7-BES1-SSM1-BRD3-MG8-KFG1-PFC1-PSG3-AJN8-KFG1-BRD1-PSG11-KFG1-TCH1-PSG5-MG1-SSM6-SSG2-SPJ2-GMS10-AWS9-HC1-SSM5-CSC2-RL5-OFG1-SS1-CCJ2-GMS2-BRD5-OFG2-DKL1-DKL4-OFG3-SPJ3-LCN5-OFG3-DKL5-OFG2-BRD1-CCJ3-SSG1-SPJ2-GMS1-CCJ2-BRD1-SSG3-TCH5-CSC34-KFG4-ME1-SAC16-SSG2-SLO16-CSC29-LBG3-MJ5-AAS6-AAS1-SHM7-CSC12-LBG3-DKL6-CSC9-DFG13-GMS4-AASBIKE RACKS3-BRJ3-LDP1-BRJ3-DBC5-VMG2-MV3-IHDCAR PORT, TYP.DOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATION3-TCH1-CO1-SSM3-CSC4-CSC2-SSM4-AAS4-BRJ1-AAS1-BRJ13-DFG3-SPJ2-PSG2-BRJ6-DFG4-TRO5-ME19-KFG2-TCH2-SS2-SS8-OFG1-SPJ1-PSG3-SPJ1-CCJ2-BRD4-GMS1-BRD13-OFG2-DKL3-LCN5-OFG1-DKL1-CSC2-SAC1-SLO13-SSG8-AWS2-SLO2-SAC6-SWN1-SHM3-BSY3-CGY21-KFG6-GMS3-GMS3-CGY3-BSY21-KFG6-GMS4-SSM21-KFG4-SSM3-GMS6-GMS1-CSC5-GMS1-HC7-IHD5-DBC2-PSG2-SLO4-AWS6-DFG3-ASL5-KOR8-LDP1-GBS5-CSO3-NWR2-AWS2-BSY6-CGY8-BSY8-CGY5-LDP5-KOR2-MVENTRY PORTAL21-GMS48-LBG1-GMM6-GMS7-LCN1-GBS3-CSC18-LBG3-LMG6-IHD9-KFG14-DFG1-CGY2-GMM9-DBC14-DFG8-BES4-GMM11-DBC1-CGY5-DBC23-DFG4-LCN6-OFG2-AAS6-OFG5-KFG4-DKL6-MG1-CSO5-AAS9-DBC13-DFG9-VMG5-PLC1-SHM17-SSG18-FLB7-TCH9-AAS4-LCN18-KFG4-TCH2-CGY1-RBC6-KFG1-PFC2-VMG4-CO17-DFG5-LDP1-LCN21-KFG31-KFG6-ME1-MGM15-KFG4-ME21-KFG2-AWS8-KFG6-GMS3-DBC2-VMG4-DFG3-MV1-PSG7-CSO16-NWR18-VMG12-LCN9-VMG1-SAC9-AWS12-SSG1-SLO11-OFG4-AWS4-AAS3-ASL5-LDP2-AWS1-GBS3-NWR6-AJN1-TRO2-MV3-SAC1-PL48-LBG2-PSG1-SAC7-KFG16-DFG4-CO1-DKL2-PL1-BTM8-DBC7-IHD1-MGJ1-AJN1-MGJ3-BES6-IHD3-DKL2-AAS5-LCN16-KFG1-CSO5-OFG5-LCN29-KFG8-LCN5-LCN9-KFG2-BRD1-CCJ1-CCJ3-CCE6-SSG4-SS1-SHM6-LCN5-ACJ2-SHM2-SHM3-DBU5-RBC2-PLCSCALE 1"= 20'20'0'20'40'NORTHLANDSCAPE PLAN 2SheetNOT FOR CON S T R U C T I O N REVIEW SE TL-2THE SAVOYSEE LP-3SEE LP-3SEE LP-4.1 SEE LP-4.1 ······Landscape Plan4 of 34 24 PLEXUNIT A1UNIT S1UNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B236 PLEXUNIT B1 UNITA3 UNIT A1UNIT S1 UNIT S1UNIT S1 UNITA3UNITA2 UNIT B1UNIT B2UNIT B2-A UNITA2-A18 36 PLEX BUILDING 5BUILDING 6BUILDING 7 WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSSSSSSSSSSSSSSSSSS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSGGD DDDHYDHYDSSSSC.O.C.O.SSSW W W W TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTSS SS SSSSSSSSSSSTE EGGGGGGGGG G EEEEEEEEEEEEEEETF GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSGWEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETFWGTFTFEEE SEEEEEEEEEEGGGGGGGGGGGGGGFWFFE E E E E EEEEGGWF1-BRJ4-LDP5-LCN5-OFG1-KOR5-BAG1-CSO3-CSC4-CSC3-GMM6-BLG2-DKL6-PCG7-CSC37-OFG32-KOR2-GMM8-BLG6-LDP3-AAS4-SSG3-CSC1-GMM3-CSJ5-CSC3-GMM4-PCG7-CSC1-ASL1-ASL4-VMG2-AAS3-ASL2-PL4-HBS4-SS9-KFG4-AASPICNIC TABLE1-SS2-RFC7-LDP1-CSO4-BRJ5-LDP10-VMG2-CSO1-PSG3-AJN6-KFG7-KFG3-AJN3-MGJ4-MG1-CCJ2-IHD1-FLB1-CGY13-BAG3-SSG2-SS2-DKL2-SPJ3-SSG2-BRD3-GMS2-BRD2-DKL5-OFG1-DKL3-SPJ3-LCN5-OFG1-AJN1-DKL10-OFG3-LCN3-SPJ1-DKL1-AJN6-BES3-DKL1-GMS3-SSG2-BRD3-SSG1-GL2-SPJ2-BRD1-GMS3-OFG2-SS1-LCN1-BSY1-CGY1-TCH3-MG3-MGJ2-AJN1-PSG8-KFG3-AJN7-KFG1-BRD1-PFC4-VMG1-BP4-DBCENTRY PORTAL2-BRJ1-BP1-TRO2-WKH3-JTL1-GL6-LBG4-SWN17-DFG3-BLG6-CSC4-AJN3-BLG1-TRO3-GL10-DBU16-VMG1-TRO2-ER4-KFG3-DBC9-DBC2-ER5-IHD3-LBG1-SAC1-RFC6-AWS6-MV21-LBG2-RFC6-AWS1-IHD1-RFC2-AWS1-SAC14-LBG4-IHD3-HC3-MV2-RFC2-MV8-LBG3-MV3-ER10-LBG1-SAC18-KFG1-ER6-KFG12-DBC1-GBS2-AJN13-KFG2-WKH24-VMG1-WKH4-AJN1-GL6-BLG1-SAC9-LBG5-IHD3-AWS5-OFG1-LCN1-SS1-CO1-GLCOVEREDBIKE RACKSCOVERED BIKE RACKSBIKE RACKS1-BRJ16-DFG1-AAS5-LDP12-AWS3-MJ2-AAS9-DFG2-BRJ15-LDP8-AAS5-HC2-CSC4-AAS14-LDP3-AAS4-CSC3-AAS8-DFG4-BRJ6-KFG1-CSC11-SSG4-CSC7-CSC4-CSC31-FLB3-GMM2-GMMCAR PORT, TYP.DOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATIONENTRY PORTAL2-SWN2-ASL2-PSH19-BLG11-DFG6-VMG1-BP3-LCN1-IHD1-WKH12-AWS25-DFG7-GMS11-BLG7-LDP6-GMS10-BRJ2-SSMGATEWAY PORTALGATEWAY PORTAL2-TCH6-SWN2-TCH3-PCG8-GLL20-LDP41-LBG1-MG1-CSO2-MV3-SWN30-OFGSTEPPINGSTONES, TYP.6-CSC13-SSG1-GLL3-CSC3-SWN32-FLB5-GLLGATEWAY PORTAL36-OFG29-OFG25-KOR27-OFG4-SWN6-BLG17-KFG7-CSC13-DBU5-KFG18-DBC1-ASL7-AJN4-BRD4-LCN1-GMS3-LCN3-LCN3-NJA1-MGJ20-KOR8-OFG3-OFG1-PFC2-CCJ2-AAS2-AAS2-DKL3-CCJ1-DKL4-OFG1-SPJ1-CCE2-SS5-OFG4-CCE5-OFG1-PL3-IHD1-HC3-IHD3-IHD8-IHD2-MV10-LBG5-AWS1-PSG1-TCH1-PSG4-CSC10-LCN2-IHD8-CGY3-KFG5-KFG3-PCG10-KFG16-KFG11-OFG2-PCG8-KFG4-TCH6-KFG5-KFG2-PCG4-SSG6-DKL34-LBG27-OFG5-PCGSCALE 1"= 20'20'0'20'40'NORTHLANDSCAPE PLAN - 3SheetNOT FOR CON S T R U C T I O N REVIEW SE TL-3THE SAVOY SEE LP-2SEE LP-4.2 SEE LP-4.2 SEE LP-2······Landscape Plan5 of 34 UNIT B1UNITA3UNIT A1UNIT S1UNIT S1UNIT S1UNIT B2-AUNITA2-A1836 PLEXBUILDING 5W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTST SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSGGCTVCTVCTVCTVCTVCTVE E E EEEDDDHYDSSGASEELECF.O.STF.O.SSWWWTTTTTTTTTTTTTTTH2OGASGGE15" SSH2OGGGGGGGGGGGG G G G G G G G G G G G GUDUDEEEEEEEEEEE E E E E E E E E E E E E E ETFEVSEEEEEEWFE E EG10-LBGBIKE RACKS1-HC3-IHD1-AAS3-BRD3-OFG5-VMG1-KC1-TF4-BRD16-CSC4-IHD1-AAS6-AWS3-RFC6-MV1-SAC19-LBG1-SAC2-AWS3-BTM7-DFG6-DFG11-CSC10-AJN1-GL2-WKH3-BLG4-CSC29-DFG1-WKH7-SWN1-CO4-BRJ2-AAS5-CSC5-OFG3-AWS1-BRJ3-TF7-OFG3-BRJ10-GMS1-TF18-DBC12-OFG5-AAS2-TF2-TF25-DFG6-GMS5-KC8-VMG1-CSC1-CO3-AWS2-SSM4-BAG4-CSC2-WKH1-WKH4-CSC3-CSC8-CSC1-COTRASH ENCLOSURE, TYP.DOG WASTE STATION1-TF10-DFG3-MJ2-PSH4-TCH1-TF7-CSC8-CCJ2-SLO4-LDP2-CCJ1-TCH3-MV1-MV12-DFG1-BRJ1-ASL14-CSC2-BRJ3-AP2-BRD1-BTM12-OFG5-VMG3-BRD10-VMG2-AAS7-VMG3-ASL3-MGJ5-VMG3-IHD6-BES5-KFG14-DFG4-BRJ3-BRD9-AWS4-CSC5-MGJ1-WKH9-LBG3-AWS2-IHD21-BLG5-CSC3-OFG6-APL1-CSC12-LPL10-AAS3-IHD1-SLO5-OFG9-KFG1-DBUUNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B236 PLEX24 PLEX24 PLEXBUILDING 2BUILDING 4BUILDING 3W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWSS SS SS SS SS SS SS SS SS SS SS SS SSSSGGG GHYDSSH2OH2OTFG G G G G G G G GGGGGGGGGGG G G G G S E E E E E E E E E E E E E E E EEEEEEEEEETFGGGELECFWEEEEEEEEEEEEEEE EE E FWUDUDUD 7-IHD5-VMG2-MV5-DBC2-RL2-MV3-IHD1-HC51-LBG1-AJN2-MV3-AJN3-WKH4-DKL3-OFG1-WKH5-DBU1-CH3-DBU5-OFG1-KC3-DBU1-KC16-CSC5-OFG3-DBU5-OFG1-KC5-AAS1-KC5-OFG1-SAC1-AJN4-KFG1-KC1-CO7-DBC5-VMG1-PFC3-AJN9-DBC1-BP2-BRD3-AJN9-KFG14-KFG1-SLO1-WKH1-SLO5-OFG1-KC5-AAS1-BP6-OFG11KFG4-CSC3-CSCCAR PORT, TYP.2-PSG3-MJ6-DFG2-BRJ2-SSM4-BRJ5-AAS6-IHD3-DBU4-IHD13-DFG2-DBU15-BLG8-DFG27-BAG14-SWN21-VMG3-IHD6-MV3-IHD4-CSC2-GRT1-WKH3-AJN1-WKH1-PFC7-VMG1-SSM5-GMS7-BAG5-AAS3-DBU3-DBU1-KC3-DBU11-AAS5-OFG3-DBU5-OFG6-CSC6-CSC2-CCJ5-AJN7-WKH1-BRD3-KFG8-AJN2-SLO2-JTL2-PSH1-PL31-DFG6-DBU1-HBS2-DBC1-WKH3-DBU5-OFG1-RL1-PLSCALE 1"= 20'20'0'20'40'NORTHLANDSCAPE PLAN - 4.1SEE LP-4.2SheetNOT FOR CON S T R U C T I O N REVIEW SE TL-4THE SAVOY SEE LP-4.1SEE LP-3 SEE LP-3 SEE LP-2SEE LP-2 LANDSCAPE PLAN - 4.2······Landscape Plan6 of 34 SheetNOT FOR CON S T R U C T I O N REVIEW SE TL-5THE SAVOY Plant Schedule7 of 34 BUILDING 2BUILDING 4BUILDING 5BUILDING 6BUILDING 7 BUILDING 8 SUITES &MAIL LOUNGEBUILDING 3BUILDING 1H2OH2OVAULTELECV.P.S6" W6" W6" W6" W6" W6" WSCALE 1"= 40'40'0'40'80'NORTHHYDROZONE PLANSheetNOT FOR CON S T R U C T I O N REVIEW SE TL-6THE SAVOY Hydrozone Plan8 of 34 POOL DECK AMENITY LAYOUTSheetNOT FOR CON S T R U C T I O N REVIEW SE TL-7THE SAVOYSCALE 1"= 10'PRIVATE PARK LAYOUTSCALE 1"= 10'RAIN GARDEN LAYOUTSCALE 1"= 10'Amenity Layout Plan OUTDOOR SEATING AREABAJA SHELFSEAT SHELFBIKE RACKSHOT TUBLAP LANESWIMMING POOLSHADE TRELLISBBQ GRILLSCOFFEE SHOP SPECIALTY FENCE 5' BREEZEBLOCK WALL75'-0"FIRE PITOUTDOOR SEATING AREASIGNSTEPPING STONESBENCHENTRY GATESHADE TRELLISSHADE TRELLISBENCHENTRY GATEBOULDERSBIKE RACKSBIKE RACKSTRASH RECEPTACLETRASH RECEPTACLE1.5' KODAHSEAT WALLSTEPPING STONESBENCHBENCHUNIT B1 BENCHPICNICTABLEOPENLAWNAREA88'-0"61'-3"SHADETRELLISENTRYPORTALDOG WASTESTATIONPEDESTRIANWALK22'-0"BENCHTRASHRECEPTACLEBIKE RACKSBOULDER, TYP.33'-0"62'-0"LIMITS OF RAINGARDEN DEFINEDBY BOULDERSKODAH RETAINING WALL9 of 34 Wabash Valley Diamond Pattern Bench no. CYD4110, Color: blackCOURTYARD FRAME ISCONSTRUCTED OF 1 1/2"GALVANIZED SQUARETUBING3/4" #9 EXPANDED STEEL MESHWTIH BLACK "PLASTISOL"COATING2'-4"2'-9"1'-4"1'-5"2'-0"6'-3"6'-0"COURTYARD BENCHSCALE: 1/2"=1'-0"TRASH RECEPTACLESCALE: 1/2"=1'-0"INGROUND MOUNT2 1/2"8" OPENING2 1/2"24 3/8"FLAT TOP LID24 3/8"WIRE GRID WITH BLACK "PLASTISOL" COATINGWabash Valley model No. LRD32 with lidNo. FTL32 and inground leg model 10056.by SiteScapesNote: Four AP2-02-SM per concrete pad as shown on the landscape plan.MATERIALS LIST (1) Tubing -Ø2 3/8" x .154" Wall Steel Tubing (2) Surface Plate -Ø7 1/2" x 1/4" Thick Steel Plate with ThreeØ9/16" Mounting Holes (3) Mounted with SixØ1/2" x 4-5" Stainless Steel Anchor Bolts (Customer Supplied)| WEBSITE: www.sitescapesonline.com| E-MAIL: info@sitescapesonline.comPRODUCT NO.ECHOBIKE RACKAP2-02-SMØ714"5"2TOP VIEW2'-101 2"1'-11" O.C.1'-834"1FRONT VIEWØ214"RIGHT SIDE VIEW2'-6"8'-058"APEX BIKE RACKSCALE: 1/2"=1'-0"3' +/-3' CLEAR ZONE1.5' +/-*UTILITY METERS SHALL BESCREENED FROM VIEW BYLANDSCAPING. ADDITIONALLARGE EVERGREEN SHRUBS MAYBE INSTALLED, ONCE THE PANELSARE LOCATED ON THE BUILDINGS,TO ENSURE THAT THE UTILITYAPPURTENANCES AREADEQUATELY SCREENED.UTILITY SCREENINGSCALE: 3/8"=1'-0"BUILDINGUTILITYPANEL2.5' CLEAR ZONE2.5' +/-*AC UNITS SHALL BE SCREENED FROM VIEW BY LANDSCAPING. ADDITIONAL LARGE EVERGREEN SHRUBS MAY BE INSTALLED, ONCE THE ACUNITS ARE LOCATED, TO ENSURE THAT THE AC UNITS ARE ADEQUATELYSCREENED.BUILDINGAC UNITWabash Valley - Round Perforation Pattern - Model no. CA2Q50C, Color: SilverPICNIC TABLESCALE: 1/2"=1'-0"19 3/8 28 3/471 5/8Ø42773 4734341 8 10141714BOULDER, MIN. 18"ABOVE GROUND.MULCH OR SOD,SEE PLAN.UNDISTURBED SOIL2/3 ABOVE GRADE1/3 BELOW GRADEBOULDER IN LANDSCAPE AREASCALE: NTSDOG WASTE STATIONSCALE: NTSSUPERIOR PET WASTE ELIMINATOR STATION (E3)PET WASTE ELIMINATOR6701 CONCORD PARK DRHOUSTON, TX 77040-9802PHONE: (800)790-8896www.petwasteeliminator.comCommercial Pet Waste Disposal SystemTMSELECT DESIRED COLOR:BLACKGREEN18"1"17"12"24"SUPERIOR KIT INCLUDES:1. 12" X 18" ALUMINUM SIGN.2. DISPENSER BOX.3. 10GAL WASTE RECEPTACLE WITH ATTACHED LID.4. 3-MOUNTING HARDWARE SETS EACH SET INCLUDES 2 NUTS, BOLTS AND WASHERS.5. 80 PET WASTE BAGS.6. 50 WASTE RECEPTACLE LINERS.PERSPECTIVESELECT DESIRED FINES ON SIGN:$75.00 TO $500.00 FINENO FINE6"12"18" BELOW GRADE GRADEDISPENSER BOX (E1)8' STEEL SIGN POST (E18)10-GAL WASTE RECEPTACLEWITH ATTACHED LIDSheetNOT FOR CON S T R U C T I O N REVIEW SE TL-8THE SAVOY 2'0" MINDO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD ANDCO-DOMINANT LEADERS AT LANDSCAPE ARCHITECT'S DIRECTION ONLY.12" NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK.1/2" DIAM. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE.14 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED.6' STEEL T-POST (2 MIN.) (4' EXPOSED) REMOVE AFTER ONE YEARWRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH SPECIFIED TREEWRAP MATERIAL SECURED AT TOP AND BOTTOM & AT 2-FT. INTERVALS. RE: SPECSFOR TIMING.SET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW48" CIRCLE OF SHREDDED BARK MULCH (4" DEEP) AROUND BASE OFTREES IN GRASS AREAS.FORM SAUCER AROUND EDGE OF TREE PITFINISH GRADEREMOVE ALL TWINE AND WIRE BASKET ENTIRELY. PULL BURLAP BACK 2/3 MINIMUMSLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING.SPECIFIED BACKFILL MIXTURESTAKE TO EXTEND MIN. 24" INTO UNDISTURBED SOIL.UNDISTURBED SUBGRADEANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVINGTHE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS.CONCRETE CURB OR SIDEWALK HOLD GRADE 1 IN. BELOW EDGESET SHRUB 1 IN. HIGHER THAN THE GRADE AT WHICH IT GREWDIG PLANT PIT TWICE AS WIDE AS THE CONTAINERSPECIFIED MULCH 4" DEEPFINISHED GRADE(ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASSOCCURS AT FINISH GRADE OF MULCH LAYER)LOOSEN SIDES OF PLANT PIT AND ROOTBALLREMOVE CONTAINERSPECIFIED BACKFILL MIXTUREANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVINGTHE CONTAINER WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALL12" NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE1/2" DIA. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIREDO NOT CUT OR DAMAGE LEADER#14 GALVANIZED WIRE, TWISTED DOUBLE STRAND.6' STEEL T-POST (3 SPACED EQUALLY AROUND TREE) - DRIVE MIN. 24"INTO UNDISTURBED SOIL REMOVE AFTER ONE YEARSET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW.APPLY SPECIFIED BARK MULCH 4" DEEP IN 48" DIA. CIRCLE AROUND TREEFINISHED GRADEFORM SAUCER AROUND EDGE OF TREE PITSLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING.SPECIFIED BACKFILL MIXTUREREMOVE BURLAP FROM TOP 2/3 OF ROOTBALL REMOVE WIREBASKET AND TWINE COMPLETELY.UNDISTURBED SUBGRADEPRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTINGPLANT SHRUBS MIN. 4'-0" BEHIND CURB IN FRONT END PARKING SITUATIONS.Shrub Planting DetailN.T.S.Evergreen Tree Planting DetailDeciduous Tree Planting DetailN.T.S.Landscape Details10 of 34 3'-4"10"2'-6"3'-2"8"3'-6" 3'-0"STONE VENEER SET ON CMU TOMATCH ARCHITECTURE.2" COUNTERTOP TO MATCH ARCHITECTURE.3'-0"36" STAINLESS STEEL GRILL WITH36" DOOR / CABINET.2'-0"2'-0"0'-6"NOTE:NATURAL GAS CONNECTIONTO INCLUDE SHUTOFF VALVEAND "1" HOURTIMER/AUTOMATIC GRILLSHUT OFF VALVE.3'-0"4'-0"2'-0"2'-0"3'-0"OUTDOOR KITCHEN - ELEVATION AND CROSS SECTIONSSCALE: 3/8"=1'-0"GAS FIRE PITSCALE: 1/2"=1'-0"4.5" PRECAST CAP TOMATCH ARCHITECTURE.5'-6"BASE MATERIAL TO MATCHARCHITECTURE SET ON CMU.1'-10"36" PAN AND ROUND GAS BURNERWITH FIRE GLASS INSTALLED PERMANUFACTURER'S INSTRUCTIONS.ELECTRONIC IGNITION SYSTEM TOINCLUDE AUTO IGNITION AND AUTOSHUT OFF.FIRE PIT TO INCLUDEVENTILATION, DRAINAGE, POWERSUPPLY, GAS LINE AND GASSHUTOFF VALVE.HOT TUBSCALE: 1/2"=1'-0"FLAT COPING TO MATCH POOLSEAT COLOR TO BEAPPROVED BY DEVELOPERMOSAIC FLOOR TILES TO BEAPPROVED BY DEVELOPERSTAIRS WITH RAILING TOMEET BUILDING CODESTILES BELOW COPING TO BEAPPROVED BY DEVELOPERLED LIGHTSheetNOT FOR CON S T R U C T I O N REVIEW SE TL-9THE SAVOY NOTE: FIRE PIT TO INCLUDE CHILD SAFETY FEATURES.· This drawing is for reference only.· Final designs for construction for walls subject to any loading must be prepared by a registered Professional Engineer.Exposed Height Varies(24" (0.6 m) max)Coping Block(Wet Cast FlagstoneSlabs Shown)Wall BlockAdhere All Blocks and Caps with Heavy DutyConstruction Adhesive or One-Component,High Performance, Elastomeric PolyurethaneSealantBury Depth(Varies per Design)Leveling Pad(Varies per Design)TYPICAL FREESTANDING KODAH WALL SECTIONDRAWN BY:DRAWING FILE:SHEET NO. :DATE:05481 US 31 SOUTH CHARLEVOIX, MI 49720877-777-6558 ● 231-237-9656 Fax ● www.discoverrosetta.comTITLE:APPROVED BY:Typical Kodah Freestanding Cross Section 012518.dwgN.Lindwall01/25/2018TYPICAL SECTION(NO SCALE)This drawing is for reference only. Determination of the suitability and/or manner of use of any details contained in this document is the sole responsibility ofthe design engineer of record. Final project designs, including all construction details, shall be prepared by a licensed professional engineer using the actualconditions of the proposed site.1 of 1J. JohnsonLeveling PadTYPICAL NON-REINFORCED (GRAVITY)KODAH WALL SECTIONDRAWN BY:DRAWING FILE:SHEET NO. :DATE:05481 US 31 SOUTH CHARLEVOIX, MI 49720877-777-6558 ● 231-237-9656 Fax ● www.discoverrosetta.comTITLE:APPROVED BY:Typical Kodah Gravity Cross Section 012518.dwgN.Lindwall01/25/2018Crushed StoneLeveling PadExposed Height(Varies)2'-0" (0.61 m) Max Heightw/o ReinforcementCrushed Stone Backfill(ASTM No. 57)11Drain (4" (102 mm) Perforated)(Gravity Flow to Outlet Under WallEvery 50' (15 m) On-Center and/orAround Ends of Wall)Foundation Soil as Specified by Engineer(Compact to a Min. of 95% Max. Dry Density)Non-WovenGeotextile FabricSetback Wall Blocks 3/4"(19 mm) Every 6" (152 mm)of Height (7° Wall Batter)Grade to DrainAway From WallBury Depth(Varies per Design, 6" (152 mm) min)Leveling Pad(Varies per Design, 6" (152 mm) min)TYPICAL SECTION(NO SCALE)· Block sizes and placement shown are for reference only. Individual Rosetta blocks willvary with installation pattern.· This drawing is for reference only.· Final designs for construction must be prepared by a registered ProfessionalEngineer using the actual conditions of the proposed site.· Final wall design must address both internal and external drainage and shall beevaluated by the Professional Engineer who is responsible for the wall design.This drawing is for reference only. Determination of the suitability and/or manner of use of any details contained in this document is the sole responsibility ofthe design engineer of record. Final project designs, including all construction details, shall be prepared by a licensed professional engineer using the actualconditions of the proposed site.J. Johnson1 of 1Landscape Details11 of 34 PROJECTOR SCREEN8'-8"12'-0"1/2" EYELET, BLACKPOWDER COAT, 24" O.C.POWER OUTLET FORPROJECTOR6" BLACK POWDERCOATED STEEL POST10'-8"6'-8"SCALE: 1/4"=1'-0"DIVE IN THEATER - PROJECTOR SCREEN FRAME6" BLACK POWDERCOATED STEEL BEAMNOTES:·DETAIL IS CONCEPTUAL AND SHOWN FOR DESIGN INTENT ONLY.·CONTRACTOR TO SUBMIT SHOP DRAWINGS INCLUDING STRUCTURALENGINEERING FOR CONNECTIONS AND FOOTINGS.HARDSCAPE SURFACEWATER FOUNTAINSCALE: 3/4"=1'-0"MODEL 10155SM10155SM SHOWN WITH OPTIONAL 10" SS SURFACE CARRIERFRONT VIEWMOST DEPENDABLEFOUNTAINS,INC.MOST DEPENDABLE FOUNTAINS, INC.5705 COMMANDER DR. P.O. BOX 587ARLINGTON, TN 38002-0587PHONE: (901) 867-0039www.mostdependable.comFILTER10" PIPEOPTIONAL 10" STAINLESSSTEEL CARRIERWATER SUPPLY BY OTHERSACCESS DOORBY MDF5"18"27"PF ON OPPOSITE SIDEWATER2",3" OR 4"OPEN HUBDRAINC/LBOTTOM FILLERTOP VIEWWE RECOMMEND A 2", 3" OR 4" OPEN HUB DRAINNOTES:1.OPTIONAL STAINLESS STEEL SURFACE CARRIER RECOMMENDED.2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.3. DO NOT SCALE DRAWING.4. THIS DRAWING IS INTENDED FOR USE BY ARCHITECTS, ENGINEERS, CONTRACTORS, CONSULTANTS AND DESIGN PROFESSIONALSFOR PLANNING PURPOSES ONLY. THIS DRAWING MAY NOT BE USED FOR CONSTRUCTION.5. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BYTHE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.54"11 3/4"34"PET FOUNTAIN(WATER SUPPLY FROM ADJACENT BUILDING OR CLUBHOUSE)CUT OFF VALVE ANDLOW POINT DRAINBREEZE BLOCK WALLSCALE: 1"=1'-0"5'-0"REINFORCEMENTS AND CONCRETEFOOTER TO BE DETERMINED BYSTRUCTURAL ENGINEERSheetNOT FOR CON S T R U C T I O N REVIEW SE TL-10THE SAVOY LIFEGUARD STANDDESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVALSHADE STRUCTUREDESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVALLandscape Details12 of 34 SheetNOT FOR CON S T R U C T I O N REVIEW SE TL-11THE SAVOY WALKWAY SPINEWEST ENTRY AT CINQUEFOIL LANE - PRIMARY PORTAL WALKWAY SPINEENHANCED CROSSWALK - LOOKING EASTWALKWAY SPINEGATEWAY PORTAL - LOOKING EAST WALKWAY SPINESEATING NODE - LOOKING EASTA-1A-2A-3A-4Walkway Spine Perspectives13 of 34 SheetNOT FOR CON S T R U C T I O N REVIEW SE TL-12THE SAVOY WALKWAY SPINEEAST ENTRY AT BROOKFIELD DRIVE - PRIMARY PORTAL WALKWAY SPINEENHANCED CROSSWALK - LOOKING WESTWALKWAY SPINESOUTH ENTRY AT PRECISION DRIVE - PRIMARY PORTAL WALKWAY SPINEENHANCED CROSSWALK - LOOKING NORTHB-1B-2C-1C-2Walkway Spine Perspectives14 of 34 CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN TRIM -SW 0054 TWILIGHT GRAY PANEL -SW 7673 PEWTER CAST CEMENTITIOUS SHAKE SIDING -SW 2854 CARIBBEAN CORAL STONE MATERIAL LEGEND CEMENTITIOUS FASCIA CEMENTITIOUS SIDING BOARD AND BATTEN WHITE VINYL WINDOW METAL RAIL PAINTED WHITE CEMENTITIOUS SHAKE SIDING 10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"BUILDING HEIGHT37' - 8 7/8"3' - 8"1' - 4"17' - 8"92' - 0"17' - 8"1' - 4" 130' - 0" SYNTHETIC STONE These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:15:01 PMA-124 PLEX A ELEVATIONSA-1 2 24-PLEX A PERSPECTIVE 1/8" = 1'-0"A-1 1 24-PLEX A FRONT ELEVATION 15 of 34 CEMENTITIOUS SHAKE SIDING METAL RAIL PAINTED WHITE CEMENTITIOUS FASCIA WHITE VINYL WINDOW SYNTHETIC STONE VENEER3' - 8"10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"HEIGHT OF BUILDING37' - 0 7/8"15' - 9"35' - 6"15' - 9" 67' - 0" BOARD AND BATTEN10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"BUILDING HEIGHT37' - 8 7/8"METAL RAIL PAINTED WHITE CEMENTITIOUS SHAKE SIDING BOARD AND BATTEN UTILITY EQUIPMENT CEMENTITIOUS FASCIA WHITE VINYL WINDOW 15' - 9"35' - 6"15' - 9" 67' - 0" CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN TRIM -SW 0054 TWILIGHT GRAY PANEL -SW 7673 PEWTER CAST CEMENTITIOUS SHAKE SIDING -SW 2854 CARIBBEAN CORAL STONE MATERIAL LEGEND 8"11' - 7 7/8"11' - 7 7/8"10' - 1 1/8"3' - 8"BUILDING HEIGHT37' - 8 7/8"CEMENTITIOUS FASCIA CEMENTITIOUS SIDING BOARD AND BATTEN WHITE VINYL WINDOW METAL RAIL PAINTED WHITE CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENNER 1' - 4"17' - 8"92' - 0"17' - 8"1' - 4" 130' - 0" STREET SIDE PATIO GATESTREET SIDE ENTRY FEATURE These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:15:07 PMA-224 PLEX A ELEVATIONS1/8" = 1'-0"A-2 2 24-PLEX A RIGHT ELEVATION 1/8" = 1'-0"A-2 3 24-PLEX A LEFT ELEVATION 1/8" = 1'-0"A-2 1 24-PLEX A REAR ELEVATION 16 of 34 11' - 5 1/8"10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"CEMENTITIOUS FASCIA CEMENTITIOUS SIDINGBOARD AND BATTEN WHITE VINYL WINDOW CEMENTITIOUS SHAKE SIDING 3' - 0 1/2"1' - 4"17' - 8"92' - 0"17' - 8"1' - 4" 130' - 0"BUILDING HEIGHT45' - 6"METAL RAILING PAINTED WHITE CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN TRIM -SW 0054 TWILIGHT GRAY PANEL -SW 7673 PEWTER CAST STONE MATERIAL LEGEND CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:15:27 PMA-324 PLEX B ELEVATIONS1/8" = 1'-0"A-3 1 24-PLEX B FRONT ELEVATION A-3 2 24-PLEX B PERSPECTIVE 17 of 34 11' - 5 1/8"10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"METAL RAIL PAINTED WHITE CEMENTITIOUS SHAKE SIDING BOARD AND BATTEN SYNTHETIC STONE VENEER CEMENTITIOUS FASCIA WHITE VINYL WINDOW 15' - 9"35' - 6"15' - 9" 67' - 0"BUILDING HEIGHT45' - 6"1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"3' - 0 1/2" 130' - 0"8"11' - 7 7/8"11' - 7 7/8"10' - 1 1/8"11' - 5 1/8"BUILDING HEIGHT45' - 6"CEMENTITIOUS FASCIA CEMENTITIOUS SIDING BOARD AND BATTEN WHITE VINYL WINDOW METAL RAIL PAINTED WHITE CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENNER CEMENTITIOUS SHAKE SIDING STREET SIDE PATIO GATESTREET SIDE ENTRY FEATURE CEMENTITIOUS SHAKE SIDING METAL RAIL PAINTED WHITE CEMENTITIOUS FASCIA WHITE VINYL WINDOW SYNTHETIC STONE VENEER10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"15' - 9"35' - 6"5' - 7"6' - 1"4' - 1" 67' - 0" BOARD AND BATTEN11' - 5 1/8"BUILDING HEIGHT45' - 6"UTILITY EQUIPMENT CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN TRIM -SW 0054 TWILIGHT GRAY PANEL -SW 7673 PEWTER CAST STONE MATERIAL LEGEND CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:15:34 PMA-424 PLEX B ELEVATIONS1/8" = 1'-0"A-4 3 24-PLEX B LEFT ELEVATION 1/8" = 1'-0"A-4 1 24-PLEX B REAR ELEVATION 1/8" = 1'-0"A-4 2 24-PLEX B RIGHT ELEVATION 18 of 34 CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN TRIM -SW 0054 TWILIGHT GRAY PANEL -SW 7673 PEWTER CAST CEMENTITIOUS SHAKE SIDING -SW 2852 PLYMOUTH GREEN STONE MATERIAL LEGEND SYNTHETIC STONE VENEER CEMENTITIOUS SIDING DIMENSIONAL ASPHALT SHINGLES BOARD AND BATTEN CEMENTITIOUS FASCIA CEMENTITIOUS SHAKE SIDING WHITE VINYL WINDOW11' - 6 1/8"9' - 1 1/8"10' - 7 7/8"10' - 7 7/8"8"BUILDING HEIGHT42' - 7"19' - 0"9' - 5"36' - 5 1/2"40' - 3"36' - 5 1/2"9' - 5"19' - 0" 170' - 0" CEMENTITIOUS SHAKE SIDING These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:07 PMA-536 PLEX ELEVATIONSA-5 2 36-PLEX PERSPECTIVE 1/8" = 1'-0"A-5 1 36-PLEX FRONT ELEVATION 19 of 34 SYNTHETIC STONE VENEER WHITE VINYL WINDOW DIMENSIONAL ASPHALT SHINGLES CEMENTITIOUS FASCIA METAL RAIL PAINTED WHITE CEMENTITIOUS SIDING BOARD AND BATTEN SYNTHETIC STONE VENEER 15' - 9"35' - 6"5' - 7"6' - 1"4' - 1" 67' - 0"11' - 6 1/8"9' - 1 1/8"10' - 7 7/8"10' - 7 7/8"8"BUILDING HEIGHT42' - 7"UTILITY EQUIPMENT SYNTHETIC STONE VENEER BOARD AND BATTEN CEMENTITIOUS SIDING METAL RAIL PAINTED WHITE CEMENTITIOUS FASCIA DIMENSIONAL ASPHALT SHINGLES WHITE VINYL WINDOW SYNTHETIC STONE VENEER 15' - 9"35' - 6"15' - 9" 67' - 0"8"10' - 7 7/8"10' - 7 7/8"9' - 1 1/8"11' - 6 1/8"BUILDING HEIGHT42' - 7"CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN TRIM -SW 0054 TWILIGHT GRAY PANEL -SW 7673 PEWTER CAST CEMENTITIOUS SHAKE SIDING -SW 2852 PLYMOUTH GREEN STONE MATERIAL LEGEND 8"10' - 7 7/8"10' - 7 7/8"9' - 1 1/8"11' - 6 1/8"WHITE VINYL WINDOW CEMENTITIOUS SHAKE SIDING CEMENTITIOUS FASCIA BOARD AND BATTEN DIMENSINONAL ASPHALT SHINGLES CEMENTITIOUS SIDING SYNTHETIC STONE VENEER 19' - 0"9' - 5"36' - 5 1/2"40' - 3"36' - 5 1/2"9' - 5"19' - 0" 170' - 0"BUILDING HEIGHT42' - 7"STREET SIDE PATIO GATESTREET SIDE ENTRY FEATURE These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:14 PMA-636 PLEX ELEVATIONS1/8" = 1'-0"A-6 2 36-PLEX RIGHT ELEVATION 1/8" = 1'-0"A-6 3 36-PLEX LEFT ELEVATION 1/8" = 1'-0"A-6 1 36-PLEX REAR ELEVATION 20 of 34 8"12' - 1 1/8"21' - 1 7/8"SYNTHETIC STONE VENEER ANODIZED ALUMINUM STOREFRONT WINDOWS BOARD & BATTEN CEMENTITIOUS SIDING ANODIZED ALUMINUM STOREFRONT WINDOWS 65' - 0"2' - 0" 67' - 0"BUILDING HEIGHT33' - 11"CEMENTITIOUS SHAKE SIDING CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENEER ANODIZED ALUMINUM STOREFRONT WINDOWS STRUCTURAL STEEL POST SYNTHETIC STONE VENEER CEMENTITIOUS SIDING ANODDIZED ALUMINUM STOREFRONT WINDOWS 34' - 3"15' - 4"2' - 4"17' - 7 1/2"3' - 1"16' - 3 1/2"6' - 5"47' - 8" 143' - 0"21' - 1 7/8"12' - 1 1/8"8"BUILDING HEIGHT33' - 11"BOARD & BATTEN SYNTHETIC STONE VENEER 22' - 6"1' - 6" 24' - 0" CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN TRIM -SW 0054 TWILIGHT GRAY PANEL -SW 7673 PEWTER CAST CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD STONE MATERIAL LEGEND These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:25 PMA-7CLUBHOUSE ELEVATIONS1/8" = 1'-0"A-7 3 CLUBHOUSE EAST ELEVATION 1/8" = 1'-0"A-7 1 CLUBHOUSE NORTH ELEVATION 1/8" = 1'-0"A-7 2 CLUBHOUSE COURTYARD WEST ELEVATION A-7 4 CLUBHOUSE PERSPECTIVE 21 of 34 SYNTHETIC STONE VENEER ANODIZED ALUMINUM STOREFRONT WINDOWS STRUCTURAL STEEL POST DECORATIVE BREEZE BLOCK SYNTHETIC STONE VENEER CEMENTITIOUS SIDING FASCIA DECORATIVE BREEZE BLOCK 111' - 5 1/2"1' - 10"7' - 1"2' - 3" 120' - 4 1/2"12' - 1 1/8"8"MECHANICAL SCREENING BUILDING HEIGHT33' - 11"UTILITY EQUIPMENT SYNTHETIC STONE VENEER ANODIZED ALUMINUM STOREFRONT WINDOWS CEMENTITIOUS SIDING FASCIA BOARD & BATTEN SYNTHETIC STONE VENEER CEMENTITIOUS SIDING FASCIA ANODIZED ALUMINUM STOREFRONT SYSTEM 20' - 0"29' - 6 1/2"44' - 4 1/2"49' - 1"21' - 1 7/8"12' - 1 1/8"8"BUILDING HEIGHT33' - 11"143' - 0" MECHANICAL SCREENING SYNTHETIC STONE VENEER CEMENTITIOUS SIDING FASCIA DECORATIVE BREEZE BLOCK SYNTHETIC STONE VENEER ANODIZED ALUMINUM STOREFRONT WINDOWS 59' - 1"8"12' - 1 1/8"DECORATIVE BREEZE BLOCK CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN TRIM -SW 0054 TWILIGHT GRAY PANEL -SW 7673 PEWTER CAST CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD STONE MATERIAL LEGEND These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:30 PMA-8CLUBHOUSE ELEVATIONS1/8" = 1'-0"A-8 3 CLUBHOUSE WEST ELEVATION 1/8" = 1'-0"A-8 1 CLUBHOUSE SOUTH ELEVATION 1/8" = 1'-0"A-8 2 CLUBHOUSE COURTYARD EAST ELEVATION 22 of 34 ANODIZED ALUMINUM STOREFRONT WINDOWS CEMENTITIOUS SHAKE SIDING DIMENSIONAL ASPHALT SHINGLES BOARD & BATTEN WHITE VINYL WINDOWS CEMENTITIOUS SIDING SYNTHETIC STONE VENEER9' - 0"9' - 1 1/8"11' - 7 7/8"8"BUILDING HEIGHT30' - 5"CANOPY AND STRUCTURAL STEEL AT PRIMARY RESIDENTIAL ENTRY 1' - 6"18' - 6"49' - 10" 69' - 10" CANOPY AND STRUCTURAL STEEL COLUMNS AT PRIMARY RESIDENTIAL ENTRY CEMENTITIOUS SIDING CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENEER9' - 0"9' - 1 1/8"11' - 7 7/8"8"BUILDING HEIGHT30' - 5"WHITE VINYL WINDOWS 9' - 0 1/2"3' - 6"37' - 0"1' - 6" 42' - 0" CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENEER CEMENTITIOUS SHAKE SIDING ANODIZED ALUMINUM STOREFRONT WINDOWS9' - 0"9' - 1 1/8"11' - 7 7/8"8"BUILDING HEIGHT30' - 5"WHITE VINYL WINDOWS 20' - 5 1/2"21' - 6 1/2"9' - 0 1/2" 42' - 0" CANOPY AND STRUCTURAL STEEL COLUMNS AT PRIMARY RESIDENTIAL ENTRY 8"11' - 7 7/8"9' - 1 1/8"9' - 0"METAL GARAGE DOOR SYNTHETIC STONE VENEER WHITE VINYL WINDOWS CEMENTITIOUS SHAKE SIDING DIMENSIONAL ASPHALT SHINGLES CEMENTITIOUS SIDING FASCIA BOARD & BATTEN ANODIZED ALUMINUM STOREFRONT WINDOWSBUILDING HEIGHT30' - 5"20' - 0"12' - 10"3' - 0"34' - 0" 69' - 10" UTILITY EQUIPMENT CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN TRIM -SW 0054 TWILIGHT GRAY PANEL -SW 7673 PEWTER CAST CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD STONE MATERIAL LEGEND These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:41 PMA-93 PLEX ELEVATIONS1/8" = 1'-0"A-9 3 3-PLEX EAST ELEVATION 1/8" = 1'-0"A-9 1 3-PLEX NORTH ELEVATION 1/8" = 1'-0"A-9 2 3-PLEX SOUTH ELEVATION 1/8" = 1'-0"A-9 4 3-PLEX WEST ELEVATION A-9 6 3-PLEX PERSPECTIVE 23 of 34 CEMENTITIOUS PANEL SYNTHETIC STONE VENEER 18' - 5"15' - 0"15' - 0"SYNTHETIC STONE VENEER STANDING SEAM METAL ROOFING COLOR DARK GRAYBLACK PAINTED ROUND STEEL COLUMN COLOR DARK GRAYBLACK13' - 3" SYNTHETIC STONE VENEER STANDING SEAM METAL ROOFING COLOR DARK GRAYBLACK BENCH 18' - 5"15' - 0"11' - 7"STANDING SEAM METAL ROOFING COLOR DARK GRAYBLACK PAINTED STEEL COLUMN COLOR DARK GRAYBLACK 11' - 7"STANDING SEAM METAL ROOFING COLOR DARK GRAYBLACK PAINTED STEEL COLUMN COLOR DARK GRAYBLACK11' - 7"51' - 5" STANDING SEAM METAL ROOFING COLOR DARK GRAYBLACK PAINTED STEEL COLUMN COLOR DARK GRAYBLACK SUNSET STONE -BLACK RUNDLE FIELD STONE MATERIAL LEGEND These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:45 PMA-10CAR PORT / PORTAL ELEVATIONS1/8" = 1'-0"A-10 3 FRONT PORTAL ELEVATION 1/8" = 1'-0"A-10 1 SIDE PORTAL ELEVATION 1/8" = 1'-0"A-10 2 REAR PORTAL ELEVATION 1/8" = 1'-0"A-10 5 SIDE CARPORT ELEVATION 1/8" = 1'-0"A-10 6 REAR CARPORT ELEVATION 1/8" = 1'-0"A-10 7 FRONT CARPORT ELEVATION A-10 8 CARPORT AXO A-10 4 PORTAL AXO 24 of 34 PRECAST STONE CAP CMU BLOCK WALL 6' - 0"CMU BLOCK WALL METAL GATE 6' - 0"CMU BLOCK WALL METAL GATE 6' - 0"11' - 0"6' - 0"METAL GATE PRECAST STONE CAP CMU BLOCK WALL 32' - 0"32' - 0"5' - 10 3/4" 8' - 5 3/8" 11' - 0"CONCRETE SERVICE PAD 3 YARD TRASH95 GALLON TRASH CONTAINER CONCRETE SERVICE PAD 95 GALLON RECYCLE CONTAINER 4' - 10"3 YARD TRASHCMU BLOCK -STACK BOND -BASELITE 807 WR -GROUND FACE MATERIAL LEGEND These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:50 PMA-11TRASH ENCLOSURE ELEVATIONS3/16" = 1'-0"A-11 1 REAR ELEVATION 3/16" = 1'-0"A-11 2 SIDE 02 ELEVATION 3/16" = 1'-0"A-11 3 SIDE 01 ELEVATION 3/16" = 1'-0"A-11 4 FRONT ELEVATION 3/16" = 1'-0"A-11 5 PLAN VIEW A-11 6 Trash Enclosure Planning Axo 25 of 34 These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:50 PMA-12ARCHITECTURAL PERSPECTIVES26 of 34 These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:50 PMA-13ARCHITECTURAL PERSPECTIVES27 of 34 These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:50 PMA-14ARCHITECTURAL PERSPECTIVES28 of 34 These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:50 PMA-15ARCHITECTURAL PERSPECTIVES29 of 34 These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:50 PMA-16ARCHITECTURAL PERSPECTIVES30 of 34 These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:51 PMA-17ARCHITECTURAL PERSPECTIVES31 of 34 These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:51 PMA-18ARCHITECTURAL PERSPECTIVES32 of 34 / / / / / / / // / / / / / / /GGGG G G6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" WGG G G G G G GGGGGGGGGGGGGGGGG0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 SCALE:1 SITE LIGHTING PHOTOMETRIC 1" = 50'-0" PHOTOMETRY PLAN GENERAL NOTES: 1.VALUES SHOWN ARE MAINTAINED HORIZONTAL ILLUMINANCE VALUES MEASURED AT GRADE. 2.SITE LIGHTING DESIGN HAS BEEN COMPLETED TO PRODUCE EVEN ILLUMINATION OF PARKING AND PAVED AREAS. 3.ALL LIGHT FIXTURES SHALL BE FULLY SHIELDED AND DIRECT LIGHT DOWNWARDS. 4.THERE WILL BE NO OFF-SITE GLARE ALLOWED. 5.ALL EXTERIOR LIGHTING, TO BE PHOTOCELL CONTROLLED. PROVIDE IECC COMPLIANT CONTROLS AND VERIFY ALL CONTROLS WITH OWNERSHIP PRIOR TO PURCHASE AND INSTALL. SITE LIGHTING DESIGN HAS BEEN COMPLETED TO CONFORM TO CITY OF FORT COLLINS EXTERIOR LIGHTING STANDARDS PROPERTY LINE 10' BEYOND PROPERTY LINE A A A A B B C CA2 CA2 SB SB A A A A A A A A CA2 CA2 SC SA5 SA3 AAA SA5SA5 CA2CA2 SC SC SC SC SC SC SC SCSC AAA A A A A A A CA2 CA2 D D D D D D D D D D D DD D D SA3 SA3 D D D D D D D DB B B B SB SB SB C C C B CA2 CA2 CA2 CA2 CA2 CA2 CA2 CA2 CA2 CA2 CA2 CA2 CA2 D D SheetTHE SAVOYNOT FOR CONSTRUCTIONREVIEW SETSTUDIO LIGHTNING 63 SUNSET DR. BAILEY, CO 80421 303.242.1572 LP1SITE LIGHTING PHOTOMETRIC33 of 34 LUMINAIRE SCHEDULE Symbol Label LLFWattsCatalog NumberGeneral Description LampMounting Height Color Lumens SHIELDING 1.00 1.00 1.00 1.00 1.00 1.00 1.00 LED LED LED LED LED LED LED A B C CA2 D SA3 SA5 1.00LED SB 1.00LED SC 18'-0" AFG 7'-6" AFG 11'-0" AFG 9'-0" AFG 10'-0" AFG 20'-0" AFG 20'-0" AFG 12'-0" AFG 3'-6" AFG BRONZE BLACK BLACK BLACK BLACK BRONZE BRONZE BRONZE WHITE 24W 12W 12W 13W 15W 54W 54W 67W 16W FULL CUT-OFF FULL CUT-OFF FULL CUT-OFF FULL CUT-OFF FULL CUT-OFF FULL CUT-OFF FULL CUT-OFF FULL CUT-OFF FULL CUT-OFF LITHONIA WPX1-LED-P2-30K- MVOLT-DDBXD PROGRESS LIGHTING P563000-143-30K LUMARK XTOR1B-Y-BZ ELITE LIGHTING B6IX-LED-RL630-900L- 120-30K-W-WH JUNO JSF-7IN-30K-90CRI- MVOLT-ZT-JSFTRIM- 7IN-BZ LITHONIA DSX1-LED-P1-30K-T3M- MVOLT-SPA-DBLXD-HSS LITHONIA DSX1-LED-P1-30K-T5M- MVOLT-SPA-DBLXD SELUX SACL-R4-1-LG3105-30- 12-BK-208-S635BK INVUE ABB-B1-8030-LED-42-D1- S-BK 2748 907 1327 900 1000 6468 6711 4900 717 A B C CA2 DSA3/SA5 SBSC WALL MOUNT ENTRIES WALL SCONCE ENTRIES WALL MOUNT ENTRIES DOWNLIGHT OVERHANGS DOWNLIGHT OVERHANGS SITE POLE PARKING & DRIVES SITE POLE PARKING & DRIVES PEDESTRIAN POLE WALKWAYS BOLLARD WALKWAYS BUG RATING B1-U0-G1 B1-U0-G0 B1-U0-G0 B1-U0-G1 B1-U0-G0 B1-U0-G1 B1-U0-G1 B1-U0-G1 B1-U0-G1 Kelvin 3000 3000 3000 3000 3000 3000 3000 3000 3000 CALCULATED SITE AREA: HARDSCAPE (WALKWAYS AND PLAZAS) = 49,911SF DRIVEWAYS AND PARK = 105,597 SF TOTAL AREA = 155,508SF TOTAL INITIAL LUMINAIRE LUMENS LIGHTING CONTEXT AREA LC1 FIXTURE TYPE LUMENS PER FIXTURE NO. OF FIXTURES TOTAL LUMENS A 2,748 24 65,952 B 907 7 6,349 C 1,327 4 5,308 CA2 900 21 18,900 D 1,000 26 26,000 SA3 6,468 3 19,404 SA5 6,711 3 20,133 SB 4,900 5 24,500 SC 717 10 7,170 TOTAL 193,716 TOTAL ALLOWED LUMENS PER SITE LIGHTING CONTEXT AREA LC1: HARDSCAPE SQ. FT = 155,508 LUMEN PER SQ. FT = 1.25 TOTAL ALLOWED LUMENS = 194,385 SheetTHE SAVOYNOT FOR CONSTRUCTIONREVIEW SETSTUDIO LIGHTNING 63 SUNSET DR. BAILEY, CO 80421 303.242.1572 LP2LIGHTING DETAILS34 of 34