HomeMy WebLinkAboutTHE SAVOY - FDP230012 - SUBMITTAL DOCUMENTS - ROUND 2 - SITE, LANDSCAPE & ELEVATIONS PLANSSP-1 COVER STEET1
NORTH
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 A-19 EXTERIOR MATERIALS BOARD
34 LP1 SITE LIGHTING PHOTOMETRIC
35 LP2 LIGHTING DETAILS
36 E1 ONE LINE DIAGRAM - 24 PLEX A AND 24 PLEX B
37 E2 ONE LINE DIAGRAM - 36 PLEX & 3 PLEX
38 E3 ONE LINE DIAGRAM - CLUBHOUSE
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.
17.AT THE PLANNING AND ZONING COMMISSIONS NOVEMBER 17, 2022 REGULAR MEETING A, MODIFICATION OF STANDARD TO 3.8.30(D)(2) BLOCK SIZE WAS APPROVED TO ALLOW FOR THE PROJECT TO EXCEED THE MAXIMUM MULTI_FAMILY BLOCK
SIZE OF 7-ACRES BY PROVIDING ENHANCED PEDESTRIAN CONNECTIVITY THROUGH THE SITE. ELEMENTS OF THE ENHANCED CONNECTIVITY INCLUDE A 35-FOOT PEDESTRIAN CORRIDOR THAT BISECTS THE SITE EAST/WEST. THE CORRIDOR
FEATURES ENTRY PORTALS, ENHANCED PEDESTRIAN CROSSINGS WITHIN THE PARKING AREA, LANDSCAPING, AMONGST OTHERS. ADDITIONALLY THE PLAN PROVIDED ENHANCED CONNECTIVITY INTO THE CENTRAL FEATURE AND GATHERING
SPACE THROUGH A NORTH/SOUTH CONNECTION.
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.comof 38
EXISTING 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
P:\514-003\Dwg\514-003_COVR_PLANNING.dwg, 7/10/2023 2:18:01 PM, 1:1
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F.O.
C.O.
C.O.
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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' 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' DETACHED SIDEWALK8' DETACHED 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
CROSSING (SEE LANDSCAPE
PLANS FOR DETAILS)
ENHANCED PEDESTRIAN CROSSING
(SEE LANDSCAPE PLANS FOR DETAILS)
LIGHTED
BOLLARD
(TYP.)
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
(54 SPACES)
BIKE RACKS
(20 SPACES)
PEDESTRIAN PORTAL
CAR PORT
CAR PORT
PEDESTRIAN PORTAL
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
7.5' SIDEWALK (TYP.)
7.5' SIDEWALK (TYP.)
7.5' SIDEWALK (TYP.)
CAR PORT
CAR PORT
CAR PORT
6' SIDEWALK
5' SIDEWALK
DRAINAGE
EASEMENT
PEDESTRIAN PORTAL
24 MC-7200
STORMTECH
CHAMBERS
4 SPACES @
9' ≈ 36'
ENHANCED PEDESTRIAN
CROSSING (SEE LANDSCAPE
PLANS FOR DETAILS)
COVERED
BIKE RACKS
(22 SPACES)
COVERED
BIKE RACKS
(26 SPACES)
TRANSFORMER
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
BIKE RACKS
(8 SPACES)
COVERED
BIKE RACKS
(56 SPACES)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
DRAINAGE
EASEMENT
BIKE RACKS
(16 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'
EMERGENCY
ACCESS
EASEMENT
17' (TYP.)
24'
DRIVE
AISLE
23'
7'
23'
7'
24' EMERGENCY
ACCESS AND UTILITY
EASEMENT
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'
5 SPACES @ 9' = 45'
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.)
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
30'
DRAINAGE
AND
UTILITY
EASEMENT
7 SPACES @ 8' = 56'5 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' UTILITY EASEMENT
26'
UTILITY
EASEMENT
10' DRAINAGE
AND UTILITY
EASEMENT
4.5' 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)
COVERED
BIKE RACKS
(20 SPACES)
24'
EMERGENCY ACCESS
EASEMENT
24'
EAE
24' EMERGENCY
ACCESS AND
UTILITY 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.)
SANITARY SERVICE (TYP.)
FOREBAY (TYP.)
30' SETBACK
(MAX.)
2 SPACES @ 8' = 16'
10' DRAINAGE
AND UTILITY
EASEMENT
3' UTILITY
EASEMENT8' UTILITY
EASEMENT
24'
EMERGENCY
ACCESS
AND UTILITY
EASEMENT
10' UTILITY
EASEMENT
15' UTILITY
EASEMENT
10' UTILITY EASEMENT
13' UTILITY EASEMENT 24' EMERGENCY
ACCESS EASEMENT
ENHANCED PEDESTRIAN
CROSSING (SEE LANDSCAPE
PLANS FOR DETAILS)
ENHANCED PEDESTRIAN
CROSSING (SEE LANDSCAPE
PLANS FOR DETAILS)
2' BUFFER
PEDESTRIAN PORTAL
COLOR: POWDER BLUE COLOR: HARVEST GOLDCOLOR: PLYMOUTH GREEN
COLOR: CARIBBEAN CORALCOLOR: HARVEST GOLDCOLOR: PLYMOUTH GREEN
COLOR: HARVEST GOLDCOLOR: POWDER BLUECOLOR: CARIBBEAN CORALCOLOR: HARVEST GOLD
CLUBHOUSE
SP-2 SITE PLAN2
CALL 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
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.
IPROPOSED IRRIGATION SERVICE
PROPOSED STREET LIGHT
CONCRETE PAVING
ASPHALT PAVING
ACCESS DRIVES/ HEAVY DRIVE AREAS
PARKING AREAS
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.comof 38
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F SITEVICINITY MAPOVERALL LANDSCAPE PLANSHEET INDEX:L-1LANDSCAPE COVER SHEET/ OVERALL LANDSCAPE PLANL-2LANDSCAPE PLANL-3LANDSCAPE PLANL-7LANDSCAPE DETAILSL-8LANDSCAPE DETAILSLANDSCAPE AREA CALCULATIONSTOTAL LANDSCAPE AREAL-4PLANT SCHEDULEL-5HYDROZONE PLANL-6AMENITY LAYOUT PLANSPARKING LOT LANDSCAPEAREA# OF PARKING SPACESTREES / SHRUBS PROVIDEDSURFACEPARKING LOT38940 TREES & 389 SHRUBSPUBLIC STREET RIGHT OF WAY LANDSCAPEL-2L-3L-4.1L-4.2Sheetof 38NOT FOR CON
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TL-1THE SAVOYSCALE 1"= 60'60'0'60'120'NORTHL-9LANDSCAPE DETAILSLANDSCAPE NARRATIVESAVOY APARTMENTS HELPS DEFINE THE CITY AS A HIGH QUALITY, CONNECTED RESIDENTIAL DEVELOPMENT. THE LANDSCAPE INTENT FOR THE PROPOSED SAVOYDEVELOPMENT IS TO ENHANCE THE OVERALL SITE PLAN, ARCHITECTURE AND ADJACENT DEVELOPMENTS WHILE ALSO FOCUSING ON LANDSCAPING TECHNIQUES SPECIFIC TORELEVANT CONDITIONS OCCURRING IN COLORADO'S FRONT RANGE.LANDSCAPING SHALL BE USED TO ENCLOSE STREET CORRIDORS HELPING TO CREATE A SENSE OF PLACE, ENHANCE ENTRIES INTO THE SITE, PROVIDE SCREENING FOR PRIVACYAND PARKING, ACCENT AND ANCHOR ARCHITECTURAL FEATURES AND REINFORCE PEDESTRIAN CIRCULATION PATHS.PLANTS WILL BE SELECTED AND ARRANGED ACCORDING TO THE CITY OF FORT COLLINS RECOMMENDED PLANT LIST BASED ON WATER USAGE AND PHYSICAL CONDITIONS OFTHE SITE. WATER USAGE FOR THE ENTIRE SITE WILL NOT EXCEED 15 GAL/S.F./SEASON.1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE –FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY ANDSPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICANASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALLAND BURLAP OR EQUIVALENT.2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUBBEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATIONSYSTEM.THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THECITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCEOF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH ANAUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES,INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATICDRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVEAPPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEMSHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUALPLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITYPARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKSMANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALLOCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THEISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION ANDINSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTIONPROCESS.3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVEDDURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ONAREAS REQUIRING REVEGETATION AND LANDSCAPING.4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTEDIN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPEAREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENEDTO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALLBE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TOA DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLEMETHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENTPER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THEISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATIONMUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BEPLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED,CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLEDACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TOENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPINGFOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BESECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, ORESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS ANDLABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANYBUILDING IN SUCH PHASE.6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLSAND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BECONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER ASPARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT,LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLYRESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPINGELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREEFROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURESSUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACEDPERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISEREMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THEREQUIREMENTS OF THESE PLANS.8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBSAND UTILITIES:40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES4 FEET BETWEEN TREES AND GAS LINES9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROMTHE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a).10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHTDISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NOSTRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BEALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THEEXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS ATLEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OREASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINALPLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, ANDOTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDEINSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN.12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURINGCONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY.OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENTWITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIESINCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BEPROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVEWRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREEINCHES.GENERAL LANDSCAPE NOTES:AREAREQUIREMENTLINEAR FEETTREES REQUIREDTREES PROVIDEDPERIMETERDRIVE1 TREE PER 40LINEAR FEET24006060L-10LANDSCAPE PLAN33459106781112WALKWAY SPINE PERSPECTIVESL-11WALKWAY SPINE PERSPECTIVESL-121314Landscape CoverTOTAL AREA:363,116 SQFT / 8.336 ACRESTOTAL LANDSCAPED AREA PROVIDED:91,833 SQFTTREES PROVIDED:387SHRUBS PROVIDED:1,886GRASSES AND PERENNIALS:2,357STREET TREE NOTES:1.A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFOREANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDESZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHERCITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION ANDSPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS AVIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION(SECTION 27-31) AND MAY ALSO RESULT IN REPLACING ORRELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.2.CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREEPLANTINGS AT THE COMPLETION OF EACH PHASE OF THEDEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THELANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING ISREQUIRED BEFORE FINAL APPROVAL OF EACH PHASE.3.STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BESELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES. ALLTREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY ACITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BYCODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THEDEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR.4.THE DEVELOPER SHALL REPLACE DEAD OR DYING STREETTREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION ANDACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION.ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH ANAPPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TOACCEPTANCE.5.SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREETTREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAYLOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNSAND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLEOF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLANMUST BE INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITYTO MEET SEPARATION STANDARDS.A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES ORSHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLICRIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS ANDOTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TOBE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORTCOLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT INREPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
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TL-2THE SAVOY LEGENDDECIDUOUS TREEORNAMENTAL TREEEVERGREEN TREESHRUBSSOD5' NO IRRIGATIONROCK MULCHNATIVE SEEDWALLFENCEBIKE RACKBENCHTRASH RECEPTACLEDOG WASTE STATIONSEE LP-3SEE LP-3SEE LP-4.1 SEE LP-4.1
4NOTESTHE FOLLOWING SEPARATIONS SHALLBE PROVIDED BETWEEN TREES/SHRUBSAND UTILITIES:·40 FEET BETWEEN CANOPY TREESAND STREET LIGHTS.·15 FEET BETWEEN ORNAMENTALTREES AND STREETLIGHTS.·10 FEET BETWEEN TREES ANDPUBLIC WATER, SANITARY ANDSTORM SEWER MAIN LINES.·6 FEET BETWEEN TREES ANDWATER, SANITARY AND STORMSEWER SERVICE LINES.·4 FEET BETWEEN SHRUBS ANDPUBLIC WATER AND SANITARY ANDSTORM SEWER LINES.·4 FEET BETWEEN TREES AND GASLINES.1.ALL STREET TREES SHALL BEPLACED A MINIMUM EIGHT (8) FEETAWAY FROM THE EDGES OFDRIVEWAYS AND ALLEYS PER LUC3.2.1(D)(2)(a).2.PLACEMENT OF ALL LANDSCAPINGSHALL BE IN ACCORDANCE WITHTHE SIGHT DISTANCE CRITERIA ASSPECIFIED BY THE CITY OF FORTCOLLINS. NO STRUCTURES ORLANDSCAPE ELEMENTS GREATERTHAN 24" SHALL BE ALLOWED WITHINTHE SIGHT DISTANCE TRIANGLE OREASEMENTS WITH THE EXCEPTION OFDECIDUOUS TREES PROVIDED THATTHE LOWEST BRANCH IS AT LEAST6' FROM GRADE. ANY FENCESWITHIN THE SIGHT DISTANCETRIANGLE OR EASEMENT MUST BENOT MORE THAN 42" IN HEIGHT ANDOF AN OPEN DESIGN.3.THE FINAL LANDSCAPE PLAN SHALLBE COORDINATED WITH ALL OTHERFINAL PLAN ELEMENTS SO THAT THEPROPOSED GRADING, STORMDRAINAGE, AND OTHERDEVELOPMENT IMPROVEMENTS DONOT CONFLICT WITH NOR PRECLUDEINSTALLATION AND MAINTENANCE OFLANDSCAPE ELEMENTS ON THISPLAN.Landscape PlanA PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES ORSHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLICRIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS ANDOTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TOBE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORTCOLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT INREPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
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E E E E EEGWWSEEFG1-BRJ4-LDP3-LCN3-OFG1-KOR5-BAG1-CSO3-CSC4-CSC3-GMM6-BLG2-DKL6-PCG7-CSC37-OFG32-KOR1-GMM8-BLG4-LDP3-AAS4-SSG3-CSC1-GLL3-CCJ5-CSC3-GMM4-PCG7-CSC1-ASL1-ASL4-VMG2-AAS3-ASL2-PL4-HBS5-SS22-KFG4-AASPICNIC TABLE2-RFC7-LDP1-CSO4-BRJ5-LDP10-VMG2-CSO1-PSG3-AJN6-KFG7-KFG3-AJN3-MGJ4-MG1-CCJ2-IHD1-FLB1-CGY13-BAG2-SS2-SPJ3-SSG2-BRD3-GMS2-BRD2-DKL5-OFG1-DKL3-SPJ3-LCN5-OFG1-DKL5-OFG3-LCN3-SPJ1-DKL2-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-GRT3-JTL1-GL6-LBG4-SWN17-DFG6-BLG4-CSC2-AJN1-TRO1-GL10-DBU16-VMG1-TRO2-ER4-KFG3-DBC8-DBC1-ER2-IHD3-LBG1-SAC1-RFC6-AWS6-MV21-LBG2-RFC6-AWS1-IHD1-RFC3-AWS1-SAC14-LBG3-IHD3-HC5-MV1-RFC5-MV8-LBG3-ER10-LBG1-SAC12-KFG2-ER12-KFG14-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-LDP9-AWS1-MJ2-AAS9-DFG2-BRJ15-LDP4-AAS5-HC2-CSC3-LCN14-LDP3-AAS4-CSC3-AAS8-DFG4-BRJ6-KFG3-SSG4-CSC7-CSC4-CSC31-FLB5-GMM4-GMMCAR PORT, TYP.DOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATIONENTRY PORTAL2-SWN2-ASL2-PSH19-BLG11-DFG6-VMG1-BP3-LCN1-IHD1-WKH12-AWS20-DFG7-GMS11-BLG7-LDP6-GMS10-BRJ2-SSMGATEWAY PORTALGATEWAY PORTAL1-WKH6-SWN2-TCH3-PCG5-GLL20-LDP41-LBG1-MG2-MV3-SWN30-OFGSTEPPINGSTONES, TYP.6-CSC13-SSG1-GLL3-CSC3-SWN32-FLB5-GLLGATEWAY PORTAL36-OFG29-OFG25-KOR27-OFG4-SWN6-BLG17-KFG7-CSC12-DBU9-KFG18-DBC1-ASL7-AJN4-BRD4-LCN1-GMS3-AAS3-LCN3-AJN1-MGJ20-KOR7-OFG3-OFG1-PFC1-CCJ5-AAS1-AAS4-DKL3-CCJ1-DKL4-OFG1-SPJ1-CCE1-GMS5-OFG4-CCE5-OFG1-PL3-GMS1-HC8-IHD8-IHD3-AWS10-LBG3-AWS1-PSG1-TCH1-PSG4-CSC10-LCN7-IHD8-CGY3-KFG5-KFG3-PCG10-KFG19-OFG2-PCG8-KFG4-TCH6-KFG5-KFG2-PCG4-SSG6-DKL34-LBG27-OFG5-PCG1-GMM4-GLL3-AWS5-DFG5-IHD1-LDP2-BRJ2-GL1-RFC4-BSYGATEWAY PORTALSCALE 1"= 20'20'0'20'40'NORTHLANDSCAPE PLAN - 3Sheetof 38NOT FOR CON
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TL-3THE SAVOY LEGENDDECIDUOUS TREEORNAMENTAL TREEEVERGREEN TREESHRUBSSOD5' NO IRRIGATIONROCK MULCHNATIVE SEEDWALLFENCEBIKE RACKBENCHTRASH RECEPTACLEDOG WASTE STATION5NOTESTHE FOLLOWING SEPARATIONS SHALLBE PROVIDED BETWEEN TREES/SHRUBSAND UTILITIES:·40 FEET BETWEEN CANOPY TREESAND STREET LIGHTS.·15 FEET BETWEEN ORNAMENTALTREES AND STREETLIGHTS.·10 FEET BETWEEN TREES ANDPUBLIC WATER, SANITARY ANDSTORM SEWER MAIN LINES.·6 FEET BETWEEN TREES ANDWATER, SANITARY AND STORMSEWER SERVICE LINES.·4 FEET BETWEEN SHRUBS ANDPUBLIC WATER AND SANITARY ANDSTORM SEWER LINES.·4 FEET BETWEEN TREES AND GASLINES.1.ALL STREET TREES SHALL BEPLACED A MINIMUM EIGHT (8) FEETAWAY FROM THE EDGES OFDRIVEWAYS AND ALLEYS PER LUC3.2.1(D)(2)(a).2.PLACEMENT OF ALL LANDSCAPINGSHALL BE IN ACCORDANCE WITHTHE SIGHT DISTANCE CRITERIA ASSPECIFIED BY THE CITY OF FORTCOLLINS. NO STRUCTURES ORLANDSCAPE ELEMENTS GREATERTHAN 24" SHALL BE ALLOWED WITHINTHE SIGHT DISTANCE TRIANGLE OREASEMENTS WITH THE EXCEPTION OFDECIDUOUS TREES PROVIDED THATTHE LOWEST BRANCH IS AT LEAST6' FROM GRADE. ANY FENCESWITHIN THE SIGHT DISTANCETRIANGLE OR EASEMENT MUST BENOT MORE THAN 42" IN HEIGHT ANDOF AN OPEN DESIGN.3.THE FINAL LANDSCAPE PLAN SHALLBE COORDINATED WITH ALL OTHERFINAL PLAN ELEMENTS SO THAT THEPROPOSED GRADING, STORMDRAINAGE, AND OTHERDEVELOPMENT IMPROVEMENTS DONOT CONFLICT WITH NOR PRECLUDEINSTALLATION AND MAINTENANCE OFLANDSCAPE ELEMENTS ON THISPLAN.Landscape Plan SEE LP-2SEE LP-2SEE LP-4.2SEE LP-4.2A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES ORSHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLICRIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS ANDOTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TOBE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORTCOLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT INREPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
BUILDING 5W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTST
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E E E E E E E E E E E E E E EEEEEEEEEEETFELECFWEEEEEEEE EEEEEEEEEE E E WUDUDUD F7-IHD5-VMG2-MV5-DBC2-RL1-MV3-IHD1-HC51-LBG1-AJN1-IHD3-AJN3-WKH2-DKL3-DBU1-WKH4-DBU1-RL3-DBU5-OFG1-KC3-DBU2-RL10-CSC5-OFG2-DBU2-CSC1-KC5-AAS1-GRT5-OFG1-SAC2-AJN6-KFG1-RL1-CO7-DBC5-VMG1-PFC3-AJN9-DBC2-BRD3-AJN5-KFG6-GMS1-RPO1-WKH1-RPO5-OFG1-KC5-AAS1-RL6-OFG11-KFG4-CSC3-CSCCAR PORT, TYP.2-PSG1-MJ6-DFG2-BRJ2-SSM4-BRJ5-AAS5-IHD3-DBU5-IHD13-DFG3-DBU13-BLG8-DFG27-BAG14-SWN21-VMG3-IHD6-MV3-IHD4-CSC2-GRT2-GRT3-AJN1-WKH1-PFC7-VMG1-SSM5-GMS7-BAG5-AAS3-DBU3-DBU3-GRT3-DBU11-AAS5-OFG3-DBU5-OFG6-CSC6-CSC8-OFG5-AJN4-TF1-BRD3-KFG7-AJN2-RPO2-BP2-PSH1-PL31-DFG6-DBU1-HBS2-DBC1-WKH2-DBU5-OFG1-RL1-PL3-SAC4-LCN1-CSO5-VMG1-PFC6-DFG1-RL4-CSC2-CCJ1-WKH10-KFGSCALE 1"= 20'20'0'20'40'NORTHLANDSCAPE PLAN - 4.1SEE LP-4.2LEGENDDECIDUOUS TREEORNAMENTAL TREEEVERGREEN TREESHRUBSSOD5' NO IRRIGATIONROCK MULCHNATIVE SEEDWALLFENCEBIKE RACKBENCHTRASH RECEPTACLEDOG WASTE STATIONSheetof 38NOT FOR CON
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TL-4THE SAVOY SEE LP-4.1SEE LP-3
SEE LP-2SEE LP-2
LANDSCAPE PLAN - 4.26NOTESTHE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:·40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS.·15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS.·10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES.·6 FEET BETWEEN TREES AND WATER, SANITARY AND STORM SEWER SERVICE LINES.·4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES.·4 FEET BETWEEN TREES AND GAS LINES.1.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OFDRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a).2.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIAAS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATERTHAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THEEXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROMGRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN42" IN HEIGHT AND OF AN OPEN DESIGN.3.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SOTHAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DONOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ONTHIS PLAN.Landscape Plan
SEE LP-3
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES ORSHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLICRIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS ANDOTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TOBE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORTCOLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT INREPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
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TL-5THE SAVOY
7NATIVE SEED MIX FOR BIO-RETENTION RAIN GARDENCOMMON NAME SCIENTIFIC NAME VARIETY PURE LIVE SEED (PLS) POUNDS/ACRESAND BLUESTEM ANDROPOGON HALLII GARDEN 3.5SIDEOATS GRAMA BOUTELOUA CURTIPENDULA BUTTE 3PRAIRIE SANDREED CALAMOVILFA LONGIFOLIA GOSHEN 3INDIAN RICEGRASS ORYZOPSIS HYMENOIDES PALOMA 3SWITCHGRASS PANICUM VIRGATUM BLACKWELL 4WESTERN WHEATGRASS PASCOPYRUM SMITHII ARIBA 3LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM PATURA 3ALKALI SACATON SPOROBOLUS AIROIDES 3SAND DROPSEED SPOROBOLUS CRYPTANDRUS 3UTILIZE PLUGS 12" ON CENTER FOR QUICK ESTABLISHMENT.PLANT LISTQUANTITYSYMBOLCOMMON NAMELATIN NAMEMATURE SIZE(HxW)CONTAINERWATER USEPERENNIALS / ORNAMENTAL GRASSES56BAGBLUE AVENA GRASSHELICTOTRICHON SEMPERVIRENS2.5' x 2'5 GALLONLOW/MOD30BESBLACK EYED SUSANRUDBECKIA FULGIDA 'GOLDSTRUM'2.0' x 2.0'1 GALLONLOW99BLGBLONDE AMBITION GRAMA GRASSBOUTELOUA GRACILIS 'BLONDE AMBITION'2.5' x 2.5'5 GALLONLOW/MOD405DFGDWARF FOUNTAIN GRASSPENNISETUM ALOPECURAIDES 'HAMELIN'1.5' x 1.5'5 GALLONLOW/MOD565KFGKARL FOERSTER FEATHER REED GRASSCALAMAGROSTIS ACUTIFLORA 'KARLFOERSTER'4.5' x 2'5 GALLONLOW/MOD393LBGLITTLE BLUESTEM GRASSSCHIZACHYRIUM SCOPARIUM 'THE BLUES'3' x 1.5'5 GALLONLOW455OFGOVERDAM VARIEGATED FEATHER REEDGRASSCALAMAGROSTIS OVERDAM4' x 2'5 GALLONLOW/MOD22MGMAIDEN GRASSMISCANTHUS SINENSIS 'GRACILLIMUS'4.5' x 4'5 GALLONMOD27PCGPORCUPINE GRASSMISCANTHUS SINENSIS 'STRICTUS'6' x 3.5'5 GALLONLOW/MOD3PMGPINK MUHLY GRASSMUHLENBERGIA REVERCHONII3.5' x 3.5'5 GALLONLOW/MOD105SSGSHENANDOAH SWITCH GRASSPANICUM VIRGATUM 'SHENANDOAH'4.5' x 3.5'5 GALLONLOW/MOD197VMGVARIEGATED MAIDEN GRASSMISCANTHUS SINENSIS 'VARIEGATUS'4.5' x 3.5'5 GALLONLOW/MOD2357QUANTITYSYMBOLCOMMON NAMELATIN NAMEMATURE SIZE(HxW)CONTAINERWATER USESHRUBS137AASAUTUMN AMBER SUMACRHUS TRIOBATA 'AUTUMN AMBER'1.5' x 7'5 GALLONLOW6APLAPACHE PLUMEFALLUGIA PARADOXA5' x 5'5 GALLONVERY LOW86AJNAMBER JUBILEE NINEBARKPHYSOCARPUS OPULIFOLIUS 'JEFAM'5' x 5'5 GALLONLOW/MOD116AWSANTHONY WATERER SPIREASPIRAEA JAPONICA 'ANTHONY WATERER'2.5' x 3'5 GALLONLOW/MOD44BRDBAILEY REDTWIG DOGWOODCORNUS STOLONIFERA 'BAILEYI'8' x 8'5 GALLONLOW61BRJBLUE RUG JUNIPERJUNIPERUS HORIZONTALIS 'WILTONII'.5' x 7'5 GALLONLOW/MOD18BSYBLUE SENTRY YUCCAYUCCA FLACCIDA 'BLUE SENTRY'2.5' x 3'5 GALLONLOW26CCJCALGARY CARPET JUNIPERJUNIPERUS SABINA 'CALGARY CARPET'1' x 7'5 GALLONLOW/MOD35CGYCOLOR GUARD YUCCAYUCCA FILAMENTOSA 'COLOR GUARD'3.5' x 3.5'5 GALLONLOW256CSCCREEPING WESTERN SAND CHERRYPRUNUS BESSEYI PAWNEE BUTTES1.5' x 5'5 GALLONLOW132DBCDWARF BLACK CHOKEBERRYARONIA MELANOCARPA IROQUOIS BEAUTY3' x 3'5 GALLONLOW/MOD68DBUDWARF BURNING BUSHEUONYMUS ALATUS 'COMPACTUS'7' x 7'5 GALLONLOW/MOD45DKLDWARF KOREAN LILACSYRINGA MEYERI 'PALIBIN'4.5' x 6'5 GALLONLOW/MOD82FLBFINE LINE BUCKTHORNRHAMNUS FRANGOLA 'RON WILLIAMS'6 x 2.5'5 GALLONMOD4GBSGLOBE BLUE SPRUCEPICEA PUNGENS 'GLOBOSA'4' x 6'5 GALLONLOW/MOD137GMSGOLD MOUND SPIREASPIRAEA JAPONICA 'GOLDMOUND'3' x 3'5 GALLONLOW21HCHEDGE COTONEASTERCOTONEASTER LUCIDUS7' x 7'5 GALLONLOW/MOD120IHDIVORY HALO DOGWOODCORNUS ALBA 'BAILHALO'5' x 5'5 GALLONLOW/MOD88KORKNOCK OUT ROSEROSA X KNOCK OUT3.5' x 3.5'5 GALLONLOW/MOD122LCNLEMON CANDY NINEBARKPHYSOCARPUS OPULIFOLIUS 'PODARAS 3'3' x 3'5 GALLONLOW/MOD118LDPLODENSE PRIVETLIGUSTRUM VULGARE 'LODENSE'2.5' x 3.5'5 GALLONLOW/MOD12LPLLEADPLANTAMORPHA CANESCENS3' x 3'5 GALLONVERY LOW19MEMANHATTAN EUONYMUSEUONYMUS KIATSCHOVICA 'MANHATTAN'5' x 7'5 GALLONLOW/MOD46MVMOHICAN VIBURNUMVIBURNUM LANTANA 'MOHICAN'5' x 5'5 GALLONLOW22NWRNEARLY WILD ROSEROSA X 'NEARLY WILD'2.5' x 2.5'5 GALLONLOW/MOD17SSSASKATOON SERVICEBERRYAMERLANCHIER ALNIFOLIA8' x 8'5' B&BLOW/MOD48SWNSUMMER WINE NINEBARKPHYSOCARPUS X SUMMER WINE5' x 5'5 GALLONLOW/MOD1886Plant Schedule QUANTITYSYMBOLCOMMON NAMELATIN NAMESIZEMATURE SIZE(HxW)CONTAINERWATER USE% ON SITESHADE TREES20ASLAMERICAN SENTRY LINDENTILIA AMERICANA 'McKSENTRY'2" CAL.35' x 30'B&BLOW/MOD5 %17RPOREGAL PRINCE OAKQUERCUS X WAREI 'LONG'2" CAL.40' x 15'B&BLOW/MOD4 %8CCECITY CHOICE ELMULMUS DAVIDIANA 'CHOICE CITY'2" CAL.30' x 20'B&BMEDIUM2 %1CHWESTERN HACKBERRYCELTIS OCCIDNETALIS 'PRAIRIE SENTINEL'2" CAL.50' x 20'B&BLOW/MOD0 %12COCHINKAPIN OAKQUERCUS MUEHLENBERGII2" CAL.55' x 45'B&BLOW3 %8TROTEXAS RED OAKQUERCUS BUCKLEYI2" CAL.30' x 20'B&BLOW/MOD2 %9GLGREENSPIRE LINDENTILIA CORDATA 'GREENSPIRE'2" CAL.35' x 30'B&BLOW/MOD2 %16GLLGLENLEVEN LINDENTILIA x FLAVESCENS 'GLENLEVEN'2" CAL.40' x 25'B&BMEDIUM4 %18GMMGREEN MOUNTAIN MAPLEACER SACCHARUM 'GREEN MOUNTAIN'2" CAL.40' x 25'B&BMEDIUM5 %11GRTGOLDEN RAIN TREEKOELREUTERIA PANICULATA2" CAL.25' x 25'B&BLOW3 %8KCKENTUCKY COFFEETREEGYMNOCLADUS DIOICA 'ESPRESSO'2" CAL.55' x 45'B&BLOW/MOD2 %8PSGPRINCETON SENTRY GINGKOGINGKO BILOBA 'PRINCETON SENTRY'2" CAL.35' x 15'B&BLOW/MOD2 %11RLREDMOND LINDENTILIA AMERICANA 'REDMOND'2" CAL.35' x 35'B&BLOW/MOD3 %10SHMSHANTUNG MAPLEACER TRUNCATUM2" CAL.20' x 15'B&BLOW/MOD3 %19SSMSTATE STREET MAPLEACER MIYABEI 'MORTON'2" CAL.35' x 25'B&BLOW/MOD5 %16TFTURKISH FILBERTCORYLUS COLUMA2" CAL.35' x 20'B&BLOW4 %19250%ORNAMENTAL TREES5BTMBIGTOOTH MAPLEACER GRANDIDENTATUM2" CAL.20' x 20'B&BLOW/MOD1 %18CSOCRIMSON SPIRE OAKQUERCUS CRIMSON SPIRE2" CAL.35' x 12'B&BLOW5 %8EREASTERN REDBUDCERCIS CANADENSIS2" CAL.20' x 20'B&BMEDIUM2 %3JTLJAPANESE TREE LILACSYRINGA RETICULATA 'IVORY SILK'2" CAL.15' x 15'B&BLOW1 %2MGMMESA GLOW MAPLEACER GRANDIDENTATUM 'jfs-NuMex3'2" CAL.25' x 15'B&BLOW/MOD1 %6RBCRED BARON CRABAPPLEMALUS 'RED BARON'2" CAL.15' x 6'B&BLOW/MOD2 %11RFCRADIANT FLOWERING CRABAPPLEMALUS RADIANT2" CAL.20' x 25'B&BLOW/MOD3 %6PFCPRAIRIE FIRE CRABAPPLEMALUS 'PRAIRIFIRE'2" CAL.20' x 20'B&BMOD2 %9PLCPEKIN LILAC COPPERSYRINGA PEKINENSIS 'COPPER CURLS'2" CAL.20' x 15'B&BMEDIUM2 %9PLPEKIN LILACSYRINGA PEKINENSIS 'CHINA SNOW'2' CAL.20' x 15'B&BMEDIUM2 %14PSHPRAIRIE SENTINEL HACKBERRYCELTIS OCCIDENTALIS 'JFS-KSU1'2" CAL.45' x 12'B&BMED/HIGH4 %21SACSARGENT CRABAPPLEMALUS SARGENTII2" CAL.10' x 10'B&BLOW/MOD5 %17TCHTHORNLESS COCKSPUR HAWTHORN CRATAEGUS CRUS-GALLI VAR. INERMIS2" CAL.20' x 18'B&BLOW/MOD4 %19WKHWINTER KING HAWTHORNCRATAEGUS VIRIDIS2" CAL.18' x 18'B&BLOW/MOD5 %EVERGREEN TREES3APAUSTRIAN PINEPINUS NIGRA6'50' x 35'B&BLOW1 %5BPBOSNIAN PINEPINUS HELDREICHII6'20' x 12'B&BLOW1 %5HBSHOOPSII COLORADO SPRUCEPICEA PUNGENS 'HOOPSII'6'45' x 15'B&BLOW/MOD1 %9MGJMOONGLOW JUNIPERJUNIPERUS SCOPULORUM 'MOONGLOW'6'15' x 5'B&BLOW2 %4MJMEDORA JUNIPERJUNIPERUS SCOPULORUM 'MEDORA'6'10' x 3'B&BLOW1 %21SPJSPARTAN JUNIPERJUNIPERUS CHINENSIS 'SPARTAN'6'15' x 5'B&BLOW/MOD5 %387100 %
BUILDING 2BUILDING 4BUILDING 5BUILDING 6BUILDING 7 BUILDING 8 SUITES &MAIL LOUNGEBUILDING 3BUILDING 1H2OH2OVAULTELECV.P.SSCALE 1"= 40'40'0'40'80'NORTHHYDROZONE PLANSheetof 38NOT FOR CON
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TL-6THE SAVOY SYMBOLSURFACE AREAHYDROZONEGALLONS /SQUARE FOOT /SEASONSQUAREFOOTTOTAL GALLONSPER SEASONWATERNEEDGAL/SF/SEASONHIGH WATERZONE180ENVIROTURF SODMODERATEWATER ZONE1419137SHRUB BEDLOW WATERZONE853192RAIN GARDENVERY LOWWATER ZONE31411NON-IRRIGATEDROCK MULCH0192840TOTAL8Hydrozone Plan
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TL-7THE SAVOYSCALE 1"= 10'PRIVATE PARK LAYOUTSCALE 1"= 10'9RAIN GARDEN LAYOUTSCALE 1"= 10'Amenity Layout Plan OUTDOOR SEATING AREABAJA SHELFSEAT SHELFBIKE RACKSHOT TUBLAP LANESWIMMING POOLSHADE STRUCTUREBBQ GRILLSTRASH RECEPTACLE 5' BREEZEBLOCK WALL75'-0"FIRE PITOUTDOOR SEATING AREASIGNSTEPPING STONESBENCHPOOL GATESHADE TRELLISSHADE TRELLISPOOL GATEBOULDERSCOVERED BIKE RACKSTRASH RECEPTACLETRASH RECEPTACLE1.5' KODAHSEAT WALLBENCHBENCHDRINKING FOUNTAINPORTALENHANCED FINISHAND COLORCONCRETEADATRANSFERSLEEVEBENCHPICNICTABLEOPENLAWNAREA90'-0"61'-0"SHADETRELLISENTRYPORTALDOG WASTESTATIONPEDESTRIANWALK22'-0"BENCHTRASHRECEPTACLEBIKE RACKSBOULDER, TYP.33'-0"62'-0"LIMITS OF RAINGARDEN DEFINEDBY BOULDERSKODAH RETAINING WALL
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' CLEARZONE1.5' +/-*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' +/-*UTILITY BOXES SHALL BE SCREENED FROM VIEW BY LANDSCAPING. ADDITIONAL LARGE EVERGREEN SHRUBS MAY BE INSTALLED, ONCE THE BOXESARE LOCATED, TO ENSURE THAT THE BOXES ARE ADEQUATELY SCREENED.BUILDINGUTILITYBOXWabash 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 LIDSheetof 38NOT FOR CON
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TL-8THE SAVOY 2'0" MIN2 x ROOTBALL DIA.DO 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 SUBGRADE2 x ROOTBALL DIA.PRUNE 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.10Landscape DetailsPLANTERTOP VIEWFRONT VIEW18"36"27.5"SPECIFICATIONSWEIGHT: APPROX. 630 LBSPERSPECTIVE
NATURAL GAS BUILT IN GRILLSCALE: 1/2"=1'-0"STONE VENEER SET ON CMU TOMATCH ARCHITECTURE(SOUTHERN LEDGE CARTONA BYENVIRONMENTAL STONE WORKS).QUARTZ COUNTERTOP TOMATCH ARCHITECTURE.3'-0"36" STAINLESS STEEL GRILLWITH 36" DOOR / CABINET.4'-0"4'-0"NOTE:NATURAL GAS CONNECTIONTO INCLUDE SHUTOFFVALVE AND "1" HOURTIMER/AUTOMATIC GRILLSHUT OFF VALVE.3'-0"3'-0"4'-0"GAS FIRE PITSCALE: 1/2"=1'-0"GAS BURNER WITH FIREGLASS INSTALLED PERMANUFACTURER'SINSTRUCTIONS.6'-0"3'-0"1'-0"3'-4"4"5'-4"4'-0"STONE TO MATCH ARCHITECTURE(FIELDSTONE SLATE BYENVIRONMENTAL STONE WORKS)PRECAST CAP TOMATCH ARCHITECTURE1'-10"
1'-6"CONTRACTOR TO REVIEW FINAL VENEER SIZE AND ADJUST BASEWIDTH AND HEIGHT ACCORDINGLY FOR A MODULAR INSTALLATION.5'-0"3'-0"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 LIGHTSheetof 38NOT FOR CON
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TL-9THE SAVOY
11NOTE: 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 Details
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 ENGINEERSheetof 38NOT FOR CON
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TL-10THE SAVOY LIFEGUARD STANDDESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVAL12SHADE STRUCTUREDESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVALLandscape DetailsENHANCED CONCRETE CROSSWALKDESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVAL4'SAW CUTJOINT, TYP.2'4'
1'INTEGRALCOLOREDCONCRETE
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TL-11THE SAVOY
13WALKWAY 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 Perspectives
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TL-12THE SAVOY
14WALKWAY 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 Perspectives
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2854 CARIBBEAN CORAL
ENVIRONMENTAL STONEWORKS -FIELDSTONE SLATE
MATERIAL LEGEND
CEMENTITIOUS
FASCIA
CEMENTITIOUS SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL PAINTED WHITECEMENTITIOUS SHAKE SIDING
10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"BUILDING HEIGHT38' - 0 7/8"4' - 0"1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"4' - 0"
130' - 0"
SYNTHETIC STONE
BUILDING IDENTIFICATION SIGN BUILDING IDENTIFICATION SIGN
CEMENTITIOUS LAP 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 SET7/12/2023 9:21:21 AMA-124 PLEX A ELEVATIONS03.31.2023100% SD06.16.2023100% DDA-1
2 24-PLEX A PERSPECTIVE
1/8" = 1'-0"A-1
1 24-PLEX A FRONT ELEVATION
CEMENTITIOUS
SHAKE SIDING
METAL RAIL
PAINTED WHITE
CEMENTITIOUS
FASCIA
WHITE VINYL
WINDOW
SYNTHETIC STONE
VENEER4' - 0"10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"38' - 0 7/8"15' - 9"35' - 6"15' - 9"
67' - 0"
UTILITY
EQUIPMENT10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"BUILDING HEIGHT38' - 0 7/8"METAL RAIL
PAINTED WHITE
CEMENTITIOUS
SHAKE SIDING
BOARD AND
BATTEN
WATER
ENTRY ROOM
CEMENTITIOUS
FASCIA
WHITE VINYL WINDOW
4' - 0 1/2"6' - 2"5' - 6 1/2"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
ENVIRONMENTAL STONEWORKS -FIELDSTONE SLATE
MATERIAL LEGEND
8"11' - 7 7/8"11' - 7 7/8"10' - 1 1/8"4' - 0"BUILDING HEIGHT38' - 0 7/8"CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL PAINTED WHITE CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENNER
4' - 0"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 SET7/12/2023 9:21:31 AMA-224 PLEX A ELEVATIONS03.31.2023100% SD06.16.2023100% DD1/8" = 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
11' - 5 1/8"10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"CEMENTITIOUS SIDINGBOARD AND BATTEN
WHITE VINYL
WINDOW
CEMENTITIOUS SHAKE SIDING
4' - 0"1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"
130' - 0"BUILDING HEIGHT45' - 6"METAL RAILING PAINTED WHITE
BUILDING IDENTIFICATION SIGN BUILDING IDENTIFICATION SIGN
CEMENTITIOUS LAP SIDING
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
ENVIRONMENTAL STONEWORKS -FIELDSTONE SLATE
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 SET7/12/2023 9:21:57 AMA-324 PLEX B ELEVATIONS03.31.2023100% SD06.16.2023100% DD1/8" = 1'-0"A-3
1 24-PLEX B FRONT ELEVATION
A-3
2 24-PLEX B PERSPECTIVE
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"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
1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"4' - 0"
130' - 0"
CEMENTITIOUS
SHAKE SIDING
METAL RAIL
PAINTED WHITE
CEMENTITIOUS
FASCIA
WHITE VINYL
WINDOW
BOARD AND
BATTEN10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"15' - 9"35' - 6"5' - 7"6' - 1"4' - 1"
67' - 0"
BOARD AND
BATTEN11' - 5 1/8"BUILDING HEIGHT45' - 6"UTILITY
EQUIPMENT
WATER
ENTRY ROOM
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
ENVIRONMENTAL STONEWORKS -FIELDSTONE SLATE
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 SET7/12/2023 9:22:08 AMA-424 PLEX B ELEVATIONS03.31.2023100% SD06.16.2023100% DD1/8" = 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
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2852 PLYMOUTH GREEN
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
MATERIAL LEGEND
SYNTHETIC
STONE VENEER
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"18' - 11"4' - 0"
169' - 11"
CEMENTITIOUS
SHAKE SIDING
BUILDING IDENTIFICATION SIGN BUILDING IDENTIFICATION SIGN
CEMENTITIOUS LAP SIDING BOARD AND BATTEN CEMENTITIOUS LAP 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 SET7/12/2023 9:22:46 AMA-536 PLEX ELEVATIONS03.31.2023100% SD06.16.2023100% DDA-5
2 36-PLEX PERSPECTIVE
1/8" = 1'-0"A-5
1 36-PLEX FRONT ELEVATION
BOARD AND
BATTEN
WHITE VINYL
WINDOW
DIMENSIONAL
ASPHALT SHINGLES
CEMENTITIOUS
FASCIA
METAL RAIL
PAINTED WHITE
CEMENTITIOUS
SIDING
BOARD AND
BATTEN
WATER
ENTRY ROOM
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
UTILITY
EQUIPMENT
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
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
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
4' - 0"18' - 11"9' - 5"36' - 5 1/2"40' - 3"36' - 5 1/2"9' - 5"19' - 0"BUILDING HEIGHT42' - 7"STREET SIDE PATIO GATESTREET SIDE ENTRY FEATURE
169' - 11"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 SET7/12/2023 9:22:57 AMA-636 PLEX ELEVATIONS03.31.2023100% SD06.16.2023100% DD1/8" = 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
8"12' - 1 1/8"21' - 1 7/8"SYNTHETIC
STONE VENEER
ANODIZED ALUMINUM
STOREFRONT SYSTEM
BOARD AND
BATTEN
METAL FASCIA
ANODIZED ALUMINUM
STOREFRONT SYSTEM
65' - 0"2' - 0"
67' - 0"BUILDING HEIGHT33' - 11"CEMENTITIOUS
SHAKE SIDING
MECHANICAL
SCREENING
CEMENTITIOUS SHAKE SIDING
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
STRUCTURAL STEEL POST
SYNTHETIC STONE VENEER
METAL FASCIA
ANODDIZED ALUMINUM
STOREFRONT SYSTEM
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"BUILDING IDENTIFICATION SIGN
MECHANICAL SCREENING
MECHANICAL SCREENING
EXTERIOR TILE
SYNTHETIC
STONE VENEER
22' - 6"1' - 6"
24' - 0"
METAL FASCIA
ANODIZED ALUMINUM
STOREFRONT SYSTEM
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
MATERIAL LEGEND
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
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 SET7/12/2023 9:23:13 AMA-7CLUBHOUSE ELEVATIONS03.31.2023100% SD06.16.2023100% DD1/8" = 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
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT SYSTEM
STRUCTURAL
STEEL POST
DECORATIVE
BREEZE BLOCK
SYNTHETIC STONE VENEER
METAL 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
DECORATIVE
METAL GATE
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT SYSTEM
METAL 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
MECHANICAL SCREENING
SYNTHETIC STONE VENEER
METAL FASCIA DECORATIVE BREEZE BLOCK
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT SYSTEM
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
MATERIAL LEGEND
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
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 SET7/12/2023 9:23:18 AMA-8CLUBHOUSE ELEVATIONS03.31.2023100% SD06.16.2023100% DD1/8" = 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
ANODIZED ALUMINUM
STOREFRONT SYSTEM
CEMENTITIOUS
SHAKE SIDING
DIMENSIONAL ASPHALT SHINGLES
BOARD AND
BATTEN
WHITE VINYL
WINDOWS
METAL FASCIA
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"
BUILDING IDENTIFICATION SIGN
METAL FASCIA 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"9' - 0 1/2"3' - 6"37' - 0"1' - 6"
42' - 0"
CEMENTITIOUS
SHAKE SIDING
SYNTHETIC
STONE VENEER
CEMENTITIOUS
SHAKE SIDING
ANODIZED ALUMINUM
STOREFRONT SYSTEM9' - 0"9' - 1 1/8"11' - 7 7/8"8"BUILDING HEIGHT30' - 5"20' - 5 1/2"21' - 6 1/2"9' - 0 1/2"
42' - 0"
CANOPY AND STRUCTURAL
STEEL COLUMNS AT PRIMARY
RESIDENTIAL ENTRYMETAL FASCIA
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 METAL FASCIA
BOARD AND
BATTEN
BUILDING 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
ENVIRONMENTAL STONEWORKS -FIELDSTONE SLATE
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 SET7/12/2023 9:23:30 AMA-93 PLEX ELEVATIONS03.31.2023100% SD06.16.2023100% DD1/8" = 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
12' - 0"STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
PAINTED STEEL COLUMN
COLOR DARK GRAYBLACK 12' - 0"STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
PAINTED STEEL COLUMN
COLOR DARK GRAYBLACK12' - 0"34' - 5"
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
PAINTED STEEL COLUMN
COLOR DARK GRAYBLACK
MATERIAL LEGEND
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
8' - 0"8' - 0"2' - 4"7' - 6"4' - 6"3' - 6"1' - 3"4' - 0"2' - 9"10' - 4"8' - 0"STEEL WIRE
TRELLIS
3' - 6"7' - 6"2' - 4"8' - 0"8' - 0"
10' - 4"2' - 9"4' - 0"1' - 3"
STEEL WIRE
TRELLIS
8"2' - 8"4' - 0"3' - 6"3' - 4"
8' - 0"8' - 0"2' - 4"3' - 6"7' - 6"DECORATIVE POT
RE: LANDSCAPE
8' - 0"8' - 0"2' - 4"7' - 6"3' - 6"DECORATIVE POT
RE: LANDSCAPE
4' - 0"3' - 6"3' - 4"
DECORATIVE POT
RE: LANDSCAPE 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 SET7/11/2023 3:22:48 PMA-10CAR PORT / PORTAL ELEVATIONS03.31.2023100% SD06.16.2023100% DD1/8" = 1'-0"A-10
9 SIDE CARPORT ELEVATION
1/8" = 1'-0"A-10
10 REAR CARPORT ELEVATION
1/8" = 1'-0"A-10
11 FRONT CARPORT ELEVATION
A-10
12 CARPORT AXO
A-10
4 3D EXTERIOR PORTAL
3/16" = 1'-0"A-10
3 EXTERIOR PORTAL ELEVATION 3
3/16" = 1'-0"A-10
2 EXTERIOR PORTAL ELEVATION 2
3/16" = 1'-0"A-10
1 EXTERIOR PORTAL ELEVATION 1
A-10
8 3D INTERIOR PORTAL
3/16" = 1'-0"A-10
6 INTERIOR PORTAL ELEVATION 2
3/16" = 1'-0"A-10
7 INTERIOR PORTAL ELEVATION 3
3/16" = 1'-0"A-10
5 INTERIOR PORTAL ELEVATION 1
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 -BASALITE 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 SET7/11/2023 3:22:54 PMA-11TRASH ENCLOSURE ELEVATIONS03.31.2023100% SD06.16.2023100% DD3/16" = 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 AXO
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 SET7/11/2023 1:22:48 PMA-12ARCHITECTURAL PERSPECTIVES03.31.2023100% SD06.16.2023100% DDN/S PEDESTRIAN CONNECTION -LOOKING NORTH PRECISION DRIVE -LOOKING WEST
BROOKFIELD DRIVE -LOOKING NORTH LE FEVER DRIVE -LOOKING SOUTHWEST
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 SET7/11/2023 1:22:49 PMA-13ARCHITECTURAL PERSPECTIVES03.31.2023100% SD06.16.2023100% DDMAIN ENTRY -LOOKING SOUTH LE FEVER DRIVE -LOOKING EAST
CINQUEFOIL LANE -LOOKING SOUTHWEST PRECISION DRIVE -LOOKING NORTHWEST
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 SET7/11/2023 1:22:50 PMA-14ARCHITECTURAL PERSPECTIVES03.31.2023100% SD06.16.2023100% DD36 PLEX -STREET ELEVATION -PLYMOUTH GREEN 36-PLEX -FRONT ELEVATION -PLYMOUTH GREEN
24-PLEX -STREET ELEVATION -HARVEST GOLD 24-PLEX -FRONT ELEVATION -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 SET7/11/2023 1:22:51 PMA-15ARCHITECTURAL PERSPECTIVES03.31.2023100% SD06.16.2023100% DD36-PLEX -FRONT ELEVATION -POWDER BLUE 36-PLEX -STREET ELEVATION -POWDER BLUE
24-PLEX -STREET ELEVATION -CARIBBEAN CORAL 24-PLEX -FRONT ELEVATION -CARIBBEAN CORAL
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 SET7/11/2023 1:22:51 PMA-16ARCHITECTURAL PERSPECTIVES03.31.2023100% SD06.16.2023100% DDMAIL LOUNGE / 3-PLEX MAIL LOUNGE / 3-PLEX
CLUBHOUSE -FRONT CLUBHOUSE -REAR
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 SET7/11/2023 1:22:51 PMA-17ARCHITECTURAL PERSPECTIVES03.31.2023100% SD06.16.2023100% DDBIRDSEYE LOOKING NW
C IN Q U E F O IL L N .P
R
E
C
ISI
O
N
D
R
.
FUTURE LE FEVER DR.
B R O O K F IE L D D R .
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 SET7/11/2023 1:22:51 PMA-18ARCHITECTURAL PERSPECTIVES03.31.2023100% SD06.16.2023100% DDBIRDSEYE LOOKING NE
CIN
Q
U
E
F
OIL L
N.P R E C IS IO N D R .F U T U R E L E F E V E R D R .BROOKFIELD DR.
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 SET7/11/2023 11:55:16 AMA-19EXTERIOR MATERIALS BOARD03.31.2023100% SD06.16.2023100% DD
/ / / / / / / // / / / / / / /GGGGGGGGG G G G G G G
GGGGGGGGCT
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CTVCTVCTVCTV CTV
CTV CTV CTV CTV CTV CTV CTVEE
EEEEE E E E E E E
GAS
GAS
GAS
EE EEEELEC
F.O.F.O.
BUILDING 2
BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8SUITES &MAIL LOUNGEBUILDING 3BUILDING 1
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.1
1.1
0.9
0.7
0.6
0.6
0.5
0.3
0.6
0.6
0.3
0.4
0.8
0.4
0.2
0.3
0.8
0.6
0.3
0.4
1.1
0.5
0.1
0.1
1.2
0.3
0.2
0.9
1.6
1.0
1.8
0.6
0.1
0.1
0.1
0.2
0.5
0.7
0.8
0.5
0.0
0.0
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0.0
1.4
1.2
0.9
0.8
0.8
0.8
0.7
0.1
0.2
0.2
0.1
0.2
0.2
0.2
0.1
0.1
0.2
0.2
0.1
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.3
0.3
0.3
0.2
0.1
0.1
0.1
0.2
0.4
0.8
1.1
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
2.1
1.3
0.9
1.1
1.2
1.2
0.9
0.2
0.2
0.3
0.2
0.1
0.2
0.2
0.2
0.1
0.2
0.2
0.1
0.2
0.2
0.1
0.1
0.1
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.5
0.9
1.7
0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
2.2
1.3
0.9
1.2
1.4
1.6
1.3
0.4
0.4
1.1
0.7
0.3
0.6
1.0
0.4
0.3
0.6
0.5
0.3
0.4
0.5
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.5
1.0
1.9
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
1.3
1.1
0.8
1.2
1.4
1.7
2.1
0.5
0.7
3.4
1.4
0.4
1.4
3.5
0.7
0.5
2.8
1.9
0.6
1.7
2.5
0.5
0.1
0.1
0.1
0.1
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.3
0.3
0.4
0.6
1.1
1.6
0.0
0.0
0.0
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0.7
0.8
0.8
1.2
1.4
1.7
2.1
0.5
0.4
0.8
0.5
0.2
0.5
0.8
0.4
0.4
1.2
1.1
0.7
1.5
1.8
0.5
0.2
0.1
0.1
0.2
0.3
0.3
0.4
0.5
0.5
0.4
0.5
0.5
0.4
0.5
0.7
1.0
1.2
0.0
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0.0
0.7
0.8
0.8
1.2
1.4
1.6
1.2
0.4
0.2
0.2
0.1
0.1
0.1
0.2
0.1
0.2
0.3
0.6
1.6
2.6
1.4
0.5
0.2
0.1
0.2
0.4
0.5
0.5
0.5
0.6
0.7
0.7
0.7
0.6
0.5
0.6
0.7
1.1
1.4
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
1.3
1.1
0.8
1.1
1.2
1.2
0.9
0.2
0.2
0.1
0.1
0.0
0.0
0.1
0.1
0.1
0.2
0.9
4.5
2.9
3.1
0.6
0.2
0.1
0.4
1.7
1.9
0.7
0.7
0.9
1.1
1.1
1.1
0.8
0.6
0.6
0.7
1.1
1.9
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
2.1
1.3
0.8
0.8
0.8
0.8
0.7
0.1
1.5
0.2
0.3
1.8
8.3
9.7
5.3
1.2
0.2
0.2
0.4
1.8
2.0
0.8
0.8
1.1
1.3
1.2
1.3
1.0
0.7
0.6
0.7
1.1
1.9
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
2.2
1.3
0.8
0.6
0.6
0.6
0.5
0.1
4.5
0.9
2.3
3.8
3.8
3.5
1.6
0.3
0.2
0.3
0.7
0.8
0.6
0.7
1.1
1.3
1.2
1.3
1.0
0.7
0.5
0.6
0.9
1.3
0.0
0.0
0.0
0.0
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0.0
0.0
1.4
1.3
0.9
0.6
0.4
0.4
0.3
0.1
3.0
1.3
1.1
2.9
4.7
2.6
1.5
0.6
0.3
0.4
1.6
1.6
0.7
0.7
1.0
1.3
1.3
1.2
0.9
0.7
0.6
0.6
0.6
0.6
0.0
0.0
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0.0
1.2
2.2
1.7
0.8
0.4
0.3
0.2
0.1
0.2
8.2
2.3
0.9
2.5
9.1
4.5
3.4
0.7
0.3
0.5
2.2
2.1
0.7
0.6
0.7
0.9
0.9
0.9
0.7
0.5
0.5
0.4
0.4
0.3
0.0
0.0
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0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.4
2.1
6.2
4.4
1.2
0.4
0.2
0.1
0.0
0.1
0.3
4.2
1.3
0.3
1.6
0.8
2.4
8.1
5.6
2.7
0.6
0.3
0.3
0.6
0.6
0.5
0.5
0.6
0.6
0.6
0.6
0.5
0.5
0.4
0.3
0.2
0.2
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0.1
0.4
0.6
0.6
0.6
0.5
0.3
0.2
0.8
4.2
8.9
10.8
2.2
0.4
0.1
0.1
0.0
0.1
9.6
2.7
1.0
0.4
0.4
0.7
2.1
2.9
1.5
0.8
0.4
0.2
0.2
0.3
0.4
0.4
0.5
0.5
0.5
0.5
0.5
0.5
0.4
0.3
0.3
0.2
0.2
0.1
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1.0
3.0
3.1
3.0
2.1
0.3
0.2
1.1
3.4
3.9
4.0
2.5
0.4
0.1
0.1
0.1
0.1
0.3
0.4
0.3
0.2
0.3
0.8
1.7
1.5
0.9
0.6
0.3
0.2
0.4
4.3
2.3
0.4
0.9
3.0
1.0
0.5
2.2
2.0
0.4
0.4
2.0
2.0
0.7
1.3
0.6
0.0
0.0
0.0
0.1
0.1
0.0
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0.1
0.9
4.5
10.0
9.5
2.0
0.3
0.2
0.5
0.8
0.9
1.0
1.0
0.4
0.2
0.1
0.1
12.4
0.7
0.4
0.2
0.2
0.8
3.6
5.8
3.0
1.2
0.4
0.2
0.3
1.9
0.8
0.4
0.5
4.1
0.5
0.4
1.8
1.3
0.4
0.4
1.3
1.7
0.5
4.0
0.3
0.0
0.0
0.1
20.9
1.6
1.0
0.0
0.0
0.0
0.0
0.0
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0.1
0.5
2.5
3.3
5.0
1.0
0.2
0.1
0.1
0.2
0.2
0.2
0.3
0.3
0.2
0.2
0.1
10.5
4.1
1.3
0.3
0.2
0.7
3.5
8.9
3.4
2.1
0.5
0.3
0.6
2.1
1.3
0.5
0.5
0.6
0.5
0.5
0.6
0.5
0.4
0.4
0.6
0.7
0.6
0.0
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0.1
0.3
1.1
8.9
2.0
2.2
0.3
0.1
0.1
0.1
0.1
0.1
0.4
0.4
0.3
0.2
0.1
0.2
20.2
2.5
0.9
0.2
0.2
0.7
3.2
7.6
3.8
1.2
0.4
0.2
0.6
2.6
1.5
0.6
0.5
0.6
0.7
0.6
0.6
0.5
0.5
0.5
0.6
1.0
1.2
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0.2
0.3
0.7
0.6
2.0
3.1
0.1
0.0
0.2
0.2
0.2
0.6
0.6
0.5
0.3
0.2
0.2
7.1
0.3
0.2
0.1
0.2
0.6
2.0
1.5
0.7
0.4
0.2
0.2
0.3
0.6
0.6
0.6
0.7
0.9
1.1
1.0
0.9
0.7
0.6
0.6
0.7
1.2
2.0
0.0
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1.7
0.6
0.2
0.9
0.9
0.8
0.6
0.2
0.1
0.4
0.1
0.1
0.4
3.1
0.6
2.2
0.6
0.1
0.2
0.1
0.1
0.3
0.6
0.6
0.6
0.8
1.2
1.3
1.3
1.2
0.9
0.6
0.6
0.7
1.2
2.1
0.0
0.0
0.0
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0.0
0.0
3.6
1.0
0.4
1.1
1.4
1.1
0.8
0.2
0.2
17.3
1.2
1.2
0.6
0.1
0.2
0.6
2.4
1.4
0.7
0.8
1.2
1.2
1.2
1.3
0.9
0.6
0.5
0.7
1.0
1.3
0.0
0.0
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1.1
0.6
0.5
1.5
1.6
1.2
0.8
0.2
0.1
8.2
1.4
0.5
1.7
0.1
0.2
0.6
2.3
1.4
0.7
0.8
1.1
1.3
1.3
1.2
0.9
0.6
0.6
0.6
0.7
0.6
0.0
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0.3
0.7
2.3
1.7
1.3
0.8
0.2
0.1
0.4
0.9
4.9
0.2
0.2
0.1
0.0
0.0
0.0
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0.1
0.1
0.4
0.7
0.7
0.6
0.6
0.8
1.0
1.0
0.9
0.7
0.6
0.6
0.6
0.6
0.4
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0.9
1.0
0.3
1.5
0.2
0.1
0.1
0.2
0.5
1.9
1.7
1.3
0.8
0.2
0.1
0.1
0.1
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.6
1.8
0.9
0.5
0.5
0.6
0.6
0.6
0.6
0.5
0.5
0.5
0.6
0.7
0.6
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0.1
0.1
0.1
0.1
0.1
0.1
0.4
1.2
1.5
1.2
0.8
0.3
0.2
0.3
0.2
0.2
0.3
0.2
0.1
0.1
0.3
0.4
0.3
0.4
0.4
0.2
0.1
0.2
0.9
3.4
1.1
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.5
0.7
1.1
1.2
0.0
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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
SC
SA5
SA3
AAA
SA5SA5
CA2
CA2
SC
SC
SC
SC
SC
SC
SC
SCSC
AAA
A
A
A
A
A
A
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
SB SB
SB
C C
C B
CA2
CA2 CA2 CA2 CA2
CA2 CA2
CA2 CA2
CA2
CA2
CA2
CA2
D
D
B
SheetTHE SAVOYNOT FOR CONSTRUCTIONREVIEW SETof 38
STUDIO LIGHTNING
63 SUNSET DR.
BAILEY, CO 80421
303.242.1572
LP1SITE LIGHTING PHOTOMETRIC34
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 SETof 38
STUDIO LIGHTNING
63 SUNSET DR.
BAILEY, CO 80421
303.242.1572
LP2LIGHTING DETAILS35
1 ONE LINE DIAGRAM - 24 PLEX A
NTSSCALE:
ONE LINE DIAGRAM GENERAL NOTES:
1.E.C. TO FIELD VERIFY EXISTING CONDITIONS
2.ALL EQUIPMENT IS NEW.
3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF
4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO
ANY ROUGH-IN.
5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN
ACCORDANCE WITH NEC 110.22:
5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC
110.22(A)
5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM
AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A).
5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED,
PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES
RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER
TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND
110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
ONE LINE DIAGRAM KEYED NOTES:
1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO
UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS.
2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND
RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING
ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER NEC 250 PART III.
#
LEVEL 1
PAD MOUNTED UTILITY
TRANSFORMER 208/120V,
3-PHASE, 4W
600S/4
T
R1 METER STACK
NEMA 3R
65 k AIC
R1
1
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
Aluminum
600A/3P
600JLLN
>800G
N
G
BOND AND GROUND PER NEC 250
·BUILDING STEEL and
COLD WATER PIPE, 3/0Cu
·UFER, #4Cu
·GROUND ROD, #6Cu
2
600 Class T
600A/3P
METER
UTILITY
M
AMERICAN MIDWEST
POWER COMBINATION
C.T. & DISCONNECT
MCT 600A 208/120V,
3PH, 4W, 85kAIC
N
G
>800G
600/4
NEMA 3R
600S/4
Aluminum
H1
PANEL H1
R2
600S/4
Aluminum
R2 METER STACK
NEMA 3R
65 k AIC
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
600A/3P
600JLLN
N
G
>800G
2 ONE LINE DIAGRAM - 24 PLEX B
NTSSCALE:
ONE LINE DIAGRAM GENERAL NOTES:
1.E.C. TO FIELD VERIFY EXISTING CONDITIONS
2.ALL EQUIPMENT IS NEW.
3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF
4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO
ANY ROUGH-IN.
5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN
ACCORDANCE WITH NEC 110.22:
5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC
110.22(A)
5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM
AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A).
5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED,
PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES
RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER
TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND
110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
LEVEL 1
PAD MOUNTED UTILITY
TRANSFORMER 208/120V,
3-PHASE, 4W
600S/4
T
R1 METER STACK
NEMA 3R
65 k AIC
R1
1
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
Aluminum
600A/3P
600JLLN
>800G
N
G
BOND AND GROUND PER NEC 250
·BUILDING STEEL and
COLD WATER PIPE, 3/0Cu
·UFER, #4Cu
·GROUND ROD, #6Cu
2
600 Class T
600A/3P
METER
UTILITY
M
AMERICAN MIDWEST
POWER COMBINATION
C.T. & DISCONNECT
MCT 600A 208/120V,
3PH, 4W, 85kAIC
N
G
>800G
600/4
NEMA 3R
600S/4
Aluminum
H2
PANEL H2
R2
600S/4
Aluminum
R2 METER STACK
NEMA 3R
65 k AIC
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
600A/3P
600JLLN
N
G
>800G
ONE LINE DIAGRAM KEYED NOTES:
1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO
UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS.
2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND
RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING
ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER NEC 250 PART III.
#
Feeder Schedule
3000/W
2000/W
1600/W
1200/W
1000/W
800/W
760/W
600/W
500/W
400/W
380/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
800G
>800G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
8[W-500kcmil, 400kcmil, 3-1/2"C]
6[W-400kcmil, 250kcmil, 3"C]
5[W-400kcmil, 4/0G, 3"C]
4[W-350kcmil, 3/0G, 3"C]
3[W-400kcmil, 2/0G, 3"C]
3[W-300kcmil, 1/0G, 3"C]
2[W-500kcmil, 1/0G, 3-1/2"C]
2[W-350kcmil, #1G, 3"C]
2[W-250kcmil, #2G, 3"C]
2[W-3/0, #3G, 2"C]
W-500kcmil, #3G, 3-1/2"C
W-350kcmil, #4G, 3"C
W-250kcmil, #4G, 3"C
W-4/0, #4G, 2-1/2"C
W-3/0, #6G, 2"C
W-2/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
*60 Degree
W#1, #6G, 1-1/2"C
W#2, #8G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #10G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#6
#4
#2
1/0
2/0
3/0
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#3, #6G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#12
#10
#8
4/0
250kcmil
Feeder Schedule - Aluminum
3000S/W
2000/W
1600/W
1200/W
1000/W
800/W
750/W
600/W
500/W
400/W
350/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
1000G
>1000G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
14[W-350kcmil, 3"C]
7[W-500kcmil, 400kcmil G, 3-1/2"C]
8[W-250kcmil, 350kcmilG, 3"C]
4[W-500kcmil, 250kcmil G, 3-1/2"C]
4[W-350kcmil, 4/0G, 3"C]
3[W-400kcmil, 3/0G, 3"C]
3[W-350kcmil, 2/0G, 3"C]
2[W-500kcmil, 2/0G, 3-1/2"C]
2[W-350kcmil, 1/0G, 3"C]
2[W-250kcmil, #1G, 3"C]
2[W-4/0, #1G, 2-1/2"C]
W-500kcmil, #2G, 3-1/2"C
W-350kcmil, #2G, 3"C
W-300kcmil, #2G, 3"C
W-250kcmil, #4G, 2-1/2"C
W-4/0, #4G, 2"C
W-3/0, #4G, 2"C
W-2/0, #4G, 2"C
W-1/0, #4G, 2"C
*60 Degree
W-1/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 3/4"C
W#10, #10G, 3/4"C
#4
#2
1/0
3/0
4/0
250
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #6G, 1-1/4"C
W#3, #6G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 1" C
W#10, #8G, 3/4"C
W#12, #10G, 3/4"C
#10
#8
#6
350kcmil
400kcmil
ALUMINUM FEEDER BID ALTERNATE: PROVIDE SEPARATE PRICE FOR ALUMINUM
MAIN FEEDERS WHERE INDICATED ON THE ONE LINE DIAGRAM ONLY. ANY USE
OF ALUMINUM CONDUCTORS SHALL BE APPROVED BY THE OWNER.
4000/W 11[W-500kcmil, 500kcmil, 3-1/2"C]4000S/W 13[W-500kcmil, 800kcmil G, 3-1/2"C]
SheetTHE SAVOYNOT FOR CONSTRUCTIONREVIEW SETof 38
Front Range Electrical Engineering
3333 S. Wadsworth Blvd. Suite D210, Lakewood, CO 80227
Fax: 720.638.8870 Ph: 303.985.0548
E1ONE LINE DIAGRAM - 24 PLEX A & 24 PLEX B36
1 ONE LINE DIAGRAM - 36 PLEX
NTSSCALE:
ONE LINE DIAGRAM GENERAL NOTES:
1.E.C. TO FIELD VERIFY EXISTING CONDITIONS
2.ALL EQUIPMENT IS NEW.
3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF
4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO
ANY ROUGH-IN.
5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN
ACCORDANCE WITH NEC 110.22:
5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC
110.22(A)
5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM
AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A).
5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED,
PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES
RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER
TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND
110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
2 ONE LINE DIAGRAM - 3 PLEX
NTSSCALE:
ONE LINE DIAGRAM GENERAL NOTES:
1.E.C. TO FIELD VERIFY EXISTING CONDITIONS
2.ALL EQUIPMENT IS NEW.
3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF
4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO
ANY ROUGH-IN.
5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN
ACCORDANCE WITH NEC 110.22:
5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC
110.22(A)
5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM
AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A).
5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED,
PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES
RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER
TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND
110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
LEVEL 1
PAD MOUNTED UTILITY
TRANSFORMER 208/120V,
3-PHASE, 4W
600S/4
T
R1 METER STACK
NEMA 3R
65 k AIC
R1
1
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
Aluminum
600A/3P
600JLLN
>800G
N
G
BOND AND GROUND PER NEC 250
·BUILDING STEEL and
COLD WATER PIPE, 3/0Cu
·UFER, #4Cu
·GROUND ROD, #6Cu
2
600 Class T
600A/3P
METER
UTILITY
M
AMERICAN MIDWEST
POWER COMBINATION
C.T. & DISCONNECT
MCT 600A 208/120V,
3PH, 4W, 85kAIC
N
G
>800G
600/4
NEMA 3R
600S/4
Aluminum
H3
PANEL H3
R2
600S/4
Aluminum
R2 METER STACK
NEMA 3R
65 k AIC
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
600A/3P
600JLLN
N
G
R3
600S/4
Aluminum
R3 METER STACK
NEMA 3R
65 k AIC
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
600A/3P
600JLLN
N
G
>800G >800G
ONE LINE DIAGRAM KEYED NOTES:
1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO
UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS.
2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND
RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING
ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER NEC 250 PART III.
#
ONE LINE DIAGRAM KEYED NOTES:
1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO
UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS.
2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND
RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING
ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER NEC 250 PART III.
#
LEVEL 1
PAD MOUNTED UTILITY
TRANSFORMER 208/120V,
3-PHASE, 4W
400S/4
T
R4 METER STACK
NEMA 3R
65 k AIC
R4
1
M
M
M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
Aluminum
400A/3P
400JLLN
>800G
N
G
BOND AND GROUND PER NEC 250
·BUILDING STEEL and
COLD WATER PIPE, 3/0Cu
·UFER, #4Cu
·GROUND ROD, #6Cu
2
400 Class T
400A/3P
METER
UTILITY
M
AMERICAN MIDWEST
POWER COMBINATION
C.T. & DISCONNECT
MCT 400A 208/120V,
3PH, 4W, 85kAIC
N
G
>800G
400/4
NEMA 3R
400S/4
Aluminum
H4
PANEL H4
Feeder Schedule
3000/W
2000/W
1600/W
1200/W
1000/W
800/W
760/W
600/W
500/W
400/W
380/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
800G
>800G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
8[W-500kcmil, 400kcmil, 3-1/2"C]
6[W-400kcmil, 250kcmil, 3"C]
5[W-400kcmil, 4/0G, 3"C]
4[W-350kcmil, 3/0G, 3"C]
3[W-400kcmil, 2/0G, 3"C]
3[W-300kcmil, 1/0G, 3"C]
2[W-500kcmil, 1/0G, 3-1/2"C]
2[W-350kcmil, #1G, 3"C]
2[W-250kcmil, #2G, 3"C]
2[W-3/0, #3G, 2"C]
W-500kcmil, #3G, 3-1/2"C
W-350kcmil, #4G, 3"C
W-250kcmil, #4G, 3"C
W-4/0, #4G, 2-1/2"C
W-3/0, #6G, 2"C
W-2/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
*60 Degree
W#1, #6G, 1-1/2"C
W#2, #8G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #10G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#6
#4
#2
1/0
2/0
3/0
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#3, #6G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#12
#10
#8
4/0
250kcmil
Feeder Schedule - Aluminum
3000S/W
2000/W
1600/W
1200/W
1000/W
800/W
750/W
600/W
500/W
400/W
350/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
1000G
>1000G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
14[W-350kcmil, 3"C]
7[W-500kcmil, 400kcmil G, 3-1/2"C]
8[W-250kcmil, 350kcmilG, 3"C]
4[W-500kcmil, 250kcmil G, 3-1/2"C]
4[W-350kcmil, 4/0G, 3"C]
3[W-400kcmil, 3/0G, 3"C]
3[W-350kcmil, 2/0G, 3"C]
2[W-500kcmil, 2/0G, 3-1/2"C]
2[W-350kcmil, 1/0G, 3"C]
2[W-250kcmil, #1G, 3"C]
2[W-4/0, #1G, 2-1/2"C]
W-500kcmil, #2G, 3-1/2"C
W-350kcmil, #2G, 3"C
W-300kcmil, #2G, 3"C
W-250kcmil, #4G, 2-1/2"C
W-4/0, #4G, 2"C
W-3/0, #4G, 2"C
W-2/0, #4G, 2"C
W-1/0, #4G, 2"C
*60 Degree
W-1/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 3/4"C
W#10, #10G, 3/4"C
#4
#2
1/0
3/0
4/0
250
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #6G, 1-1/4"C
W#3, #6G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 1" C
W#10, #8G, 3/4"C
W#12, #10G, 3/4"C
#10
#8
#6
350kcmil
400kcmil
ALUMINUM FEEDER BID ALTERNATE: PROVIDE SEPARATE PRICE FOR ALUMINUM
MAIN FEEDERS WHERE INDICATED ON THE ONE LINE DIAGRAM ONLY. ANY USE
OF ALUMINUM CONDUCTORS SHALL BE APPROVED BY THE OWNER.
4000/W 11[W-500kcmil, 500kcmil, 3-1/2"C]4000S/W 13[W-500kcmil, 800kcmil G, 3-1/2"C]
SheetTHE SAVOYNOT FOR CONSTRUCTIONREVIEW SETof 38
Front Range Electrical Engineering
3333 S. Wadsworth Blvd. Suite D210, Lakewood, CO 80227
Fax: 720.638.8870 Ph: 303.985.0548
E2ONE LINE DIAGRAM - 36 PLEX & 3 PLEX37
1 ONE LINE DIAGRAM - CLUBHOUSE
NTSSCALE:
ONE LINE DIAGRAM GENERAL NOTES:
1.E.C. TO FIELD VERIFY EXISTING CONDITIONS
2.ALL EQUIPMENT IS NEW.
3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF
4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO
ANY ROUGH-IN.
5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN
ACCORDANCE WITH NEC 110.22:
5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC
110.22(A)
5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM
AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A).
5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED,
PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES
RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER
TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND
110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
ONE LINE DIAGRAM KEYED NOTES:
1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO
UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS.
2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND
RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING
ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER NEC 250 PART III.
#
PAD MOUNTED UTILITY
TRANSFORMER 208/120V,
3-PHASE, 4W
T
>800G
N
G
BOND AND GROUND PER NEC 250
·BUILDING STEEL and
COLD WATER PIPE, 3/0Cu
·UFER, #4Cu
·GROUND ROD, #6Cu
1
2
PANEL
C
400A/3P
400/4
1
SWITCHBOARD 'MSB-C, 4000A 208/120V,
3-PHASE, 4W, 85KAIC, NEMA 3R
1-400A/3P
SPACE
4000A/3P
4000KRP
PANEL
P
100A/3P
100/4
3
METER
UTILITYM
4000S/4
COPPER
LEVEL 1
PROVIDE ARC-FLASH REDUCTION REQUIRED PER 2020
NEC. PROVIDE ARC-FLASH HAZARD WARNING PER NEC
110.16(A) AND ARC-FLASH LABEL PER NEC 110.16(B)
PANEL
F
400A/3P
400/4
2
PANEL
EV1
400/4
4
400A/3P
PANEL
EV2
400/4
5
400A/3P
PANEL
EV3
400/4
6
400A/3P
PANEL
EV4
400/4
7
400A/3P
PANEL
EV5
400/4
8
400A/3P
Feeder Schedule
3000/W
2000/W
1600/W
1200/W
1000/W
800/W
760/W
600/W
500/W
400/W
380/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
800G
>800G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
8[W-500kcmil, 400kcmil, 3-1/2"C]
6[W-400kcmil, 250kcmil, 3"C]
5[W-400kcmil, 4/0G, 3"C]
4[W-350kcmil, 3/0G, 3"C]
3[W-400kcmil, 2/0G, 3"C]
3[W-300kcmil, 1/0G, 3"C]
2[W-500kcmil, 1/0G, 3-1/2"C]
2[W-350kcmil, #1G, 3"C]
2[W-250kcmil, #2G, 3"C]
2[W-3/0, #3G, 2"C]
W-500kcmil, #3G, 3-1/2"C
W-350kcmil, #4G, 3"C
W-250kcmil, #4G, 3"C
W-4/0, #4G, 2-1/2"C
W-3/0, #6G, 2"C
W-2/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
*60 Degree
W#1, #6G, 1-1/2"C
W#2, #8G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #10G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#6
#4
#2
1/0
2/0
3/0
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#3, #6G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#12
#10
#8
4/0
250kcmil
Feeder Schedule - Aluminum
3000S/W
2000/W
1600/W
1200/W
1000/W
800/W
750/W
600/W
500/W
400/W
350/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
1000G
>1000G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
14[W-350kcmil, 3"C]
7[W-500kcmil, 400kcmil G, 3-1/2"C]
8[W-250kcmil, 350kcmilG, 3"C]
4[W-500kcmil, 250kcmil G, 3-1/2"C]
4[W-350kcmil, 4/0G, 3"C]
3[W-400kcmil, 3/0G, 3"C]
3[W-350kcmil, 2/0G, 3"C]
2[W-500kcmil, 2/0G, 3-1/2"C]
2[W-350kcmil, 1/0G, 3"C]
2[W-250kcmil, #1G, 3"C]
2[W-4/0, #1G, 2-1/2"C]
W-500kcmil, #2G, 3-1/2"C
W-350kcmil, #2G, 3"C
W-300kcmil, #2G, 3"C
W-250kcmil, #4G, 2-1/2"C
W-4/0, #4G, 2"C
W-3/0, #4G, 2"C
W-2/0, #4G, 2"C
W-1/0, #4G, 2"C
*60 Degree
W-1/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 3/4"C
W#10, #10G, 3/4"C
#4
#2
1/0
3/0
4/0
250
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #6G, 1-1/4"C
W#3, #6G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 1" C
W#10, #8G, 3/4"C
W#12, #10G, 3/4"C
#10
#8
#6
350kcmil
400kcmil
ALUMINUM FEEDER BID ALTERNATE: PROVIDE SEPARATE PRICE FOR ALUMINUM
MAIN FEEDERS WHERE INDICATED ON THE ONE LINE DIAGRAM ONLY. ANY USE
OF ALUMINUM CONDUCTORS SHALL BE APPROVED BY THE OWNER.
4000/W 11[W-500kcmil, 500kcmil, 3-1/2"C]4000S/W 13[W-500kcmil, 800kcmil G, 3-1/2"C]
SheetTHE SAVOYNOT FOR CONSTRUCTIONREVIEW SETof 38
Front Range Electrical Engineering
3333 S. Wadsworth Blvd. Suite D210, Lakewood, CO 80227
Fax: 720.638.8870 Ph: 303.985.0548
E3ONE LINE DIAGRAM - CLUBHOUSE38