HomeMy WebLinkAboutTHE SAVOY - PDP210019 - SUBMITTAL DOCUMENTS - ROUND 3 - 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 36 PLEX ELEVATIONS - PLYMOUTH GREEN
23 - 24 A-9 - A-10 CLUBHOUSE ELEVATIONS
25 A-11 MAIL LOUNGE/3-PLEX ELEVATIONS
26 A-12 CARPORT/PORTAL ELEVATIONS
27 A-13 TRASH ENCLOSURE ELEVATIONS
28 A-14 EXTERIOR MATERIALS BOARD
29 - 33 A-15 - A-19 ARCHITECTURAL PERSPECTIVES
34 - 35 A-20 - A-21 ARCHITECTURAL SITE PERSPECTIVES
36 PH1 SITE PHOTOMETRIC PLAN
37 PH2 SITE LIGHTING FIXTURES
PRELIMINARY DEVELOPMENT PLAN FOR
SITE
SITE PLAN NOTES
1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.
3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING,
THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED
TO MATCH SURROUNDING BUILDING SURFACES.
5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO
AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC
VARIANCE IS GRANTED BY THE CITY.
8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING
SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER OF THE
COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING
MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER.
13.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF
PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS),
ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.
14.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE
REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
15.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED
SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY
WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
16.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS
NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE,
VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE
VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
PLANNING CERTIFICATE
OWNER'S CERTIFICATE
VICINITY MAP
AREA COVERAGE
SCALE: NTS
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL
PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE
CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
______________________________________________________________
OWNER (SIGNED)
______________________________________
DATE
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS ______________ DAY OF ______________ A.D., 20____. BY
_________________________________________________________________________________________________________
(PRINT NAME)
AS __________________________________________________________
MY COMMISSION EXPIRES: _____________________________________
WITNESS MY HAND AND OFFICIAL SEAL.
___________________________________________________
NOTARY PUBLIC
___________________________________________________
ADDRESS
APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND
NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO
ON THIS _______ DAY OF _______, 20__.
____________________________________________________________
Director Signature
GROSS
AREA (SF)%
RESIDENTIAL BUILDING
COVERAGE 83,644 19.80
MIXED-USE BUILDING COVERAGE 7,982 1.89
DRIVES AND PARKING
(EXCLUDES PUBLIC ROW)113,698 26.91
OPEN SPACE AND LANDSCAPE
(EXCLUDES PUBLIC ROW)104,321 24.69
HARDSCAPE
(EXCLUDES PUBLIC ROW)44,388 10.51
PUBLIC STREET RIGHT-OF-WAY 0.00
HARDSCAPE 9,868 2.34
DRIVES AND PARKING 31,813 7.53
LANDSCAPE 26,734 6.33
TOTAL GROSS COVERAGE 422,448 100.00
NET
AREA (SF)%
RESIDENTIAL 83,644 23.63
MIXED-USE 7,982 2.25
DRIVES AND PARKING 113,698 32.12
OPEN SPACE AND LANDSCAPE 104,321 29.47
HARSCAPES (WALKS &
PLAZAS)44,388 12.54
TOTAL NET COVERAGE 354,033 100.00
LAND USE CHART
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
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
BUILDING 2
BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8SUITES &MAIL LOUNGEBUILDING 3BUILDING 1
EVEVEVEVEVE E
TFTFETFGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G
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E E E E E E E E
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EVWF6" W6" W6" W6" W6
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W
6" W 6" W
FWSSWEW FSSF W
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E E E E E E E E E E E E E E E E E E E E EGGGGGGGGGGGGGGGGGGGGGG
EEEEEEEEGGGGGGGEEEEEMONITORIN
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TRAFFIC
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ELEC
GAS
GG G
15" SSWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
WWWWWWWWWW
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWST ST ST
STST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST
ST STSTSTSTSTSTSTSTSTSTSTSTST
SS SS
SS SS SS SS SS SS SS SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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SS
SSGGGGCTVCTV
CTV CTV
EE E
D
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DD
D
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DD
HY DHY DS
S
S S
S
S
S
S
GAS
GAS
E
ELEC
F.O.
C.O.
C.O.
F.O.
LE FEVRE DRIVE
SEE SHEET R1
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.)
7' SIDEWALK
48'8' SIDEWALK7' SIDEWALK
7' SIDEWALK
5' SIDEWALK7' SIDEWALK120'
17' (TYP.)
38'
10' UTILITY
EASEMENT8' SIDEWALKPOCKET PARK
(±4,830 SQ. FT.)
8' SIDEWALK
24'
DRIVE
AISLE9' UTILITY EASEMENT5' SIDEWALK8.5' PARKWAY9' UTILITY EASEMENT5' SIDEWALK8.5' PARKWAY9' UTILITY EASEMENT24'
DRIVE
AISLE
9' UTILITY EASEMENT
9' UTILITY EASEMENT
5' SIDEWALK
5' SIDEWALK
31' FL-FL
7' SIDEWALK
24'
DRIVE
AISLE
9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK7' SIDEWALK 7' SIDEWALK
24'
DRIVE
AISLE
24'
DRIVE
AISLE
17' (TYP.)
7' SIDEWALK 8' SIDEWALK5' SIDEWALK7' SIDEWALK8' LANDSCAPE BUFFER
24'
DRIVE
AISLE
23'
7'
23'
7'9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT7' SIDEWALK24'
EMERGENCY
ACCESS
EASEMENT
17' (TYP.)
17' (TYP.)
5' SIDEWALK 7' SIDEWALK24'
DRIVE
AISLE
24'
DRIVE
AISLE
5'
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' SIDEWALK24'
DRIVE
AISLE
3 SPACES
@ 8' = 24'5 SPACES @ 9' = 45'3 SPACES
@ 8' = 24'5 SPACES @ 9' = 45'1 SPACE
@ 8'
8 SPACES @ 9' = 72'
2 SPACES @ 9' = 18'
1 SPACE
@ 8'
6 SPACES @ 8' = 48'
2 SPACES
@ 9' = 18'
7 SPACES @ 9' = 63'
10' LANDSCAPE BUFFER
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' = 16'10 SPACES @ 9' = 90'7 SPACES @ 9' = 63'3 SPOTS
@ 8' = 24'
3 SPOTS
@ 8' = 24'5 SPACES @ 9' = 45'5 SPACES @ 9' = 45'4 SPACES @ 9' = 36'1 SPACE @8'
1 SPACE @ 8'
8 SPACES @ 8' = 64'
1 SPACE
@ 8'
1 SPACE
@ 8'
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
LE FEVRE DRIVE IMPROVEMENTS
(SEE UTILITY PLANS FOR DESIGN)
8 SPACES @ 9' ≈ 72'
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
TRANSFORMER
TRANSFORMER
TRANSFORMER
DRAINAGE
EASEMENT
RAIN GARDEN
FOREBAY
TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
ENHANCED
PEDESTRIAN
CROSSWALK
ENHANCED
PEDESTRIAN
CROSSWALK
ENHANCED
PEDESTRIAN
CROSSWALK
LIGHTED
BOLLARD
(TYP.)
ENHANCED
PEDESTRIAN
CROSSWALK
BENCH (TYP.)
PEDESTRIAN
PORTAL
PEDESTRIAN
PORTAL (TYP.)
BENCH (TYP.)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' = 81'8 SPACES @ 9' = 72'
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS2 SPACES @ 9' = 18'
3 SPACES @ 9' = 27'
1 SPACE @ 9'
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
24'
DRIVE
AISLE
LE FEVRE DRIVE IMPROVEMENTS
(SEE UTILITY PLANS FOR DESIGN)
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
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)
BIKE RACKS
(8 SPACES)
COVERED
BIKE RACKS
(16 SPACES)
COVERED
BIKE RACKS
(16 SPACES)
COVERED
BIKE RACKS
(20 SPACES)
PEDESTRIAN PORTAL
19'19'
BIKE RACKS
(8 SPACES)
CAR PORT
CAR PORT
13.5' LANDSCAPE BUFFER13.5' LANDSCAPE BUFFER10' LANDSCAPE BUFFER
9' LANDSCAPE BUFFER
9' LANDSCAPE BUFFER
PEDESTRIAN PORTAL8' SIDEWALK8' SIDEWALK8' SIDEWALK 8' SIDEWALK 7' SIDEWALK7' SIDEWALK7' SIDEWALK8' SIDEWALK
6.5' BREEZEWAY (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
TRANSFORMERTRANSFORMER
TRANSFORMER
TRANSFORMER
9 SPACES @ 8' = 72'
1 SPACE @ 8'
1 SPACE @ 8'
8 SPACES @ 8' = 64'
5' SIDEWALK
8.5'
SIDEWALK
5' SIDEWALK
CAR PORT
CAR PORT CAR PORT
CAR PORT
FIRE HYDRANT
6.5' SIDEWALK (TYP.)
6.5' SIDEWALK (TYP.)
6.5' SIDEWALK (TYP.)13.5' LANDSCAPE BUFFERCAR PORT
CAR PORT
CAR PORT
17'
(TYP.)
6' SIDEWALK
6' SIDEWALK
17'
(TYP.)13.5' LANDSCAPE BUFFER10' UTILITY
EASEMENT
10'
UE
DRAINAGE
EASEMENT
20' DRAINAGE
EASEMENT
PEDESTRIAN PORTAL
38 MC-4500
STORMTECH
CHAMBERS
7 SPACES @ 8' = 48'
6 SPACES @ 8' = 48'3 SPACES
@ 9' = 27'6 SPACES @ 8' = 40'2 SPACES @
9' = 18'
5 SPACES @
8' = 40'
5 SPACES @
8' = 40'
4 SPACES
@ 9' = 36'
4 SPACES
@ 9' = 36'5 SPACES @ 8' 40'12 SPACES @ 9' = 108'35'38'
35'
8 SPACES @ 9' = 71'4 SPACES @ 9'=36'
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' = 40'35'
35'
4 SPACES @
9' ≈ 36'
35'
(FENCE LINE)
8' SIDEWALK
30'
2 SPACES @ 9' = 18'
1 SPACE
@ 8'
2 SPACES @ 9' = 18'4 SPACES @ 9' 36'5 SPACES @ 9' = 45'ENHANCED
PEDESTRIAN
CROSSWALK
COVERED
BIKE RACKS
(16 SPACES)
COVERED
BIKE RACKS
(16 SPACES)
7 SPACES @ 9' = 63'
3 SPACES
@ 9' = 27'
1 SPACE
@ 9'
TRANSFORMER
ELECTRIC
METERS (TYP.)
AC UNIT
LOCATIONS
GAS METERS (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
COVERED
BIKE RACKS
(16 SPACES)
BIKE RACKS
(8 SPACES)
COVERED
BIKE RACKS
(16 SPACES)
COVERED
BIKE RACKS
(16 SPACES)
AC UNIT
LOCATIONS
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
10' UE
10'
UE
30'
EAE & UE
10' UE
8' UE
10' UE
24'
DRIVE
AISLE
DRAINAGE
EASEMENT
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
ASPHALT PAVING
CONCRETE PAVING
EXISTING CURB & GUTTER
1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2.ATTACHED WALK WIDTHS ARE FROM FLOWLINE.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
4. 168 COVERED BIKE RACKS AND 96 UNCOVERED BIKE RACKS ARE BEING
PROPOSED.
5. 384 PARKING STALLS PROVIDED EXCLUDING ROW PARKING. 384 PARKING STALLS
REQUIRED.
6.REFER TO UTILITY PLANS FOR CURB TYPES, RAMP TYPES, UTILITY DESIGN, ETC.
7.REFER TO LANDSCAPE SHEETS FOR LANDSCAPING REQUIREMENTS.
ENHANCED CONCRETE PAVING
IPROPOSED IRRIGATION SERVICE
PROPOSED STREET LIGHT
KEYMAP
24'
SP-2
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comof 37
BUILDING 2BUILDING 4BUILDING 5BUILDING 6BUILDING 7 BUILDING 8
SUITES &MAIL LOUNGE24'24'24'30.68'BUILDING 3BUILDING 1EVEVEVEVEVW W W W W W W W W W WWWWWWWWWWWWW WWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTST ST ST ST ST STSSSS
SSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS
SS SS SS SS SS SS SS SS GCTVEDDDDDDDDDDDH2OVENTHYDHYD
HYDHYDSSSSSSSSSGASGASGASEELECF.O.C.O.C.O.F.O.SSSSSSSH2OSWWW W TTTTTTTTTTTTTTTTH2OGASGGGASEVAULTELECWSS
8" WSSCINQUEFOIL LANE(69' WIDE R/W)V.P.SSE GGGG
15" SSEH2OH2OH2OEEEEEEEEEETF TFTFG G GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G GSSSS SWFWFWEEEEE
EE E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEETFWTFTFETF
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UDMONITORING WELL
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FF
ELECELECSITEVICINITY MAPOVERALL LANDSCAPE PLANSHEET INDEX:L-1LANDSCAPE COVER SHEET/ OVERALL LANDSCAPE PLANL-2LANDSCAPE PLANL-3LANDSCAPE PLANL-7LANDSCAPE DETAILSL-8LANDSCAPE DETAILS L-4PLANT SCHEDULEL-5HYDROZONE PLANL-6AMENITY LAYOUT PLANSL-2L-3L-4.1L-4.2SheetTHE SAVOY
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PROJECT DEVELOPMENT PLANSCALE 1"= 60'60'0'60'120'NORTHL-9LANDSCAPE DETAILS –L-10LANDSCAPE PLANLandscape Cover33459106781112WALKWAY SPINE PERSPECTIVESL-11WALKWAY SPINE PERSPECTIVESL-121314
UNIT B1UNITA3UNIT A1UNIT S1UNIT B2-AUNITA2-A18
36 PLEXBUILDING 2BUILDING 8
SUITES &MAIL LOUNGE24'24'24'BUILDING 1UNIT B1UNITA3UNIT A1UNIT S1UNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B2UNIT B2-AUNITA2-A18 36 PLEXEVEVEVEVEV24 PLEXWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSDHYDSSSWW12" W 12" WSEEEEEEEEEEEEEEEEEETFE
TFGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSFEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETF
W FE 6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WFWSSW SFWISSSEEEEEE E E E
UDMONITORING WELLTRAFFIC RATED ELEC11-LCNDOG WASTE STATION15-OFG2-SHM5-AAS7-BES1-SSM1-BRD1-VMG8-KFG1-PFC1-PSG3-AJN11-KFG8-KFG1-BRD1-PSG1-AJN1-PSG1-TCH1-MGJ5-MG1-SSM4-CO2-SPJ4-CCE2-GMS10-AWS4-ASL1-SSM5-CSC3-RL2-SS3-OFG1-CCJ2-GMS2-BRD1-CCJ2-GMS6-SSG2-BRD5-OFG2-DKL1-DKL4-OFG3-SPJ3-LCN5-OFG2-DKL5-OFG2-BRD1-CCJ3-SSG1-SPJ2-GMS1-CCJ2-BRD1-SSG3-TCH3-CSC29-KFG4-ME1-SAC16-SSG2-SLO11-CSC29-LBG9-HC3-MJ5-AAS6-AAS1-SHM7-CSC12-LBG3-DKL1-CO9-DFG6-CSC8-GMS4-AASBIKE RACKS3-BRJ6-DFG2-AWS1-SAC7-AJN1-CO1-BRJ3-LDP17-DFG3-DBC1-HC2-MV3-IHD5-VMGCAR PORT, TYP.DOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATION3-TCH1-CO1-SSM3-CSC4-CSC2-SSM4-AAS4-BRJ1-AAS1-BRJ13-DFG3-SRJ2-PSG6-DFG2-BRJ7-TRO5-ME19-KFG2-TCH2-LCN2-SS8-OFG1-SPJ2-PSG3-SPJ1-CCJ6-SSG4-GMS2-BRD13-OFG2-DKL3-LCN5-OFG1-DKL1-CSC2-SAC1-SLO13-SSG8-AWS2-SLO2-SAC6-SWN1-SHM3-BSY3-CGY21-KFG6-GMS3-GMS3-CGY3-BSY21-KFG6-GMS3-SSM21-KFG3-SSM3-GMS6-GMS1-CSC6-GMS1-HC2-MV51-LBG7-IHD5-DBC1-PSG1-PSG5-SWN6-VMG1-SAC3-AWS3-ASL5-KOR8-LDP2-GBS5-CSO3-NWR4-AWS2-BSY3-NWR14-CGY8-BSY2-MV5-KOR5-LDPENTRY PORTAL21-GMS48-LBG1-GMM6-GMS7-LCN1-GBS3-CSC7-LBG1-CGY3-PMG7-IHD11-KFG3-BES2-GMM8-DBC24-DFG5-KOR8-LDP8-BES4-GMM3-IHD1-CGY13-DBC25-DFG4-LCN6-OFG2-AAS5-DKL10-KFG11-LCN14-OFG2-CSO5-AAS4-DKL9-SS4-VMG12-DBC18-DFG3-BTM1-SHM17-SSG18-FLB2-TCH9-AAS4-LCN18-KFG4-TCH2-CGY15-KFG1-RBC6-KFG5-VMG1-PFC2-VMG2-BRD17-DFG5-LDP1-DKL1-LCN21-KFG1-SSM27-KFG5-ME1-TCH15-KFG4-ME21-BLG8-BLG21-KFG6-GMS1-SHM5-VMG5-DBC9-DFG1-TCH3-MV1-MGJ5-CSO13-NWR14-VMG12-LCN9-VMG1-SAC12-AWS16-SSG1-SLO11-OFG8-LDPSCALE 1"= 20'20'0'20'40'NORTHLANDSCAPE PLAN 2SheetTHE SAVOY
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PROJECT DEVELOPMENT PLANSEE LP-3SEE LP-3SEE LP-4.1 SEE LP-4.1
Landscape Plan4······
24 PLEXUNIT A1UNIT S1UNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B236 PLEXBUILDING 5BUILDING 6BUILDING 7UNIT B1 UNITA3 UNIT A1UNIT S1 UNIT S1UNIT S1 UNITA3UNITA2 UNIT B1UNIT B2UNIT B2-A UNITA2-A18 36 PLEX
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSGGD
DDDHYDHYDSSSSC.O.C.O.SSSW W W W TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTSS SS
SSSSSSSSSSSTE EGGGGGGGGG G EEEEEEEEEEEEEETF GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSWFGFWEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETFWGTFTFEEE EEEEEEEEEEEEEEEEEEEEEEEEEGGGGGGGGGGGGGGGGGGGGGGGGE E E E E E E E E E E E
G G G G G G G G G G GF 1-BRJ3-LDP6-LCN5-OFG1-KOR5-BAG1-CSO3-CSC4-CSC3-GMM6-BLG2-DKL6-PCG7-CSC37-OFG32-KOR2-GMM8-BLG6-LDP3-AAS5-FLB5-SSG3-CSC1-GMM3-CSJ5-CSC3-GMM4-PCG5-PCG7-CSC55-FLB41-OFG1-ASL1-ASL4-VMG2-AAS3-ASL1-CSO4-HBS4-SS9-KFG4-AASPICNIC TABLE1-SS2-RFC7-LDP1-CSO4-BRJ4-CSC11-VMG2-CSO1-PSG3-AJN6-KFG7-KFG3-AJN3-MGJ4-MG1-CCJ2-IHD1-FLB1-CGY12-BAG3-SSG2-SS2-DKL2-SPJ3-SSG2-BRD2-GMS2-BRD2-DKL5-OFG1-DKL3-SPJ3-LCN10-OFG1-AJN1-DKL10-OFG3-LCN3-SPJ1-DKL1-AJN6-BES3-DKL2-GMS3-SSG2-BRD3-SSG1-GL2-SPJ2-BRD1-GMS3-OFG2-SS1-LCN1-BSY1-CGY1-TCH3-MG3-MGJ2-AJN1-PSG8-KFG3-AJN7-KFG1-PSG1-BRD1-PFC4-VMG1-BP4-DBCENTRY PORTAL2-BRJ1-BP1-TRO2-WKH3-JTL1-GL6-LBG3-CCJ4-DBU4-SWN17-OFG6-CSC4-AJN6-BLG1-TRO3-GL10-DBU16-VMG1-TRO2-ER4-KFG3-DBC10-DBC2-ER3-AWS5-IHD9-LBG1-SAC1-RFC6-AWS6-MV21-LBG2-RFC6-AWS1-IHD1-RFC2-AWS1-SAC8-LBG4-IHD3-HC3-MV2-RFC8-AWS8-LBG5-MV3-ER10-LBG1-SAC18-KFG1-ER6-KFG12-DBC1-ER1-GBS2-AJN13-KFG2-WKH24-VMG1-WKH4-AJN1-GL6-BLG1-SAC19-LBG5-IHD3-AWS5-OFG1-LCN1-SS1-CO1-GLDOG WASTESTATIONCOVEREDBIKE RACKSCOVERED BIKE RACKSBIKE RACKS1-BRJ13-DFG1-AAS5-LDP7-AWS3-MJ2-AAS9-DFG2-BRJ15-LDP8-AAS5-HC4-CSC4-AAS14-LDP3-AAS4-CSC3-AAS8-DFG4-BRJ6-KFG5-TCH28-IHD2-CSC11-SSG4-CSC5-CSC4-CSC17-KFG3-GMM2-GMMCAR PORT, TYP.DOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATIONENTRY PORTAL2-SWN2-ASL2-PSG3-CSC10-BLG11-DFG2-BRJ5-CCE6-VMG1-BP1-CAC1-IHD1-WKH2-CSC12-AWS17-DFG7-GMS11-BLG7-LDP6-GMS3-DKL4-BRJ6-BRJ2-SSMGATEWAY PORTALGATEWAY PORTAL6-PCG12-LCN4-TCH3-SWN2-TCH18-KFG8-ASL20-LDP41-LBG14-LCN1-CSO2-MV3-SWN30-OFGSTEPPINGSTONES, TYP.3-CSC10-BLG3-DKL3-SWN6-PCG12-SSG1-GMM4-CSC3-SWN27-OFG5-FLB6-ASLGATEWAY PORTAL36-OFG29-OFG25-KOR27-OFG4-SWN6-BLG17-KFG7-CSC14-DBU5-KFG18-DBCLOW SCREEN, TYP.1-ASL7-AJN4-BRD4-LCN1-GMS3-LCN3-LCN1-HC3-NJA1-MGJ19-KOR8-OFG3-OFG1-PFC2-CCJ2-AAS2-AAS2-DKL3-CCJSCALE 1"= 20'20'0'20'40'NORTHLANDSCAPE PLAN - 3SheetTHE SAVOY
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PROJECT DEVELOPMENT PLAN SEE LP-2SEE LP-4.2
SEE LP-4.2 SEE LP-2Landscape Plan5······
UNIT B1UNITA3UNIT A1UNIT S1UNIT B2-AUNITA2-A1836 PLEXBUILDING 5W W W W W W W W W W W W W W W WWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTST
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSSGGCTVCTVCTVCTVCTVCTVE
E E
EEEDDDHYDSSGASEELECF.O.STF.O.SSWWWTTTTTTTTTTTTTTTH2OGASGGE15" SSH2OGGGGGGGGGGGG G G G G G G G G G G G GUDUDWEEEEEEEEEEE
E E E E E E E E E E E E E ETFEVWF
SEEEEEEEEEEE
EGGGGGGGGGGF 19-LBGBIKE RACKS1-HC1-DBU1-AAS3-BRD3-OFG12-GMS1-DBU1-TCH1-KC1-TF9-OFG4-BRD16-CSC7-IHD1-AAS6-AWS3-RFC6-MV1-SAC19-LBG1-SAC2-AWS3-BTM9-DFG4-DFG11-CSC10-AJN1-GL2-WKH3-BLG4-CSC29-DFG1-WKH7-SWN1-CO7-CSC4-MG6-BRJ6-AWS1-ASL4-BRJ9-OFG2-ASL7-OFG3-BRJ10-GMS1-ASL18-DBC2-DBU5-AAS2-ASL2-ASL25-DFG6-GMS5-KC7-VMG1-CSC1-CO4-AAS2-SSM6-BAG4-CSC2-WKH1-WKH4-CSC3-CSC8-CSC1-COTRASH ENCLOSURE, TYP.DOG WASTE STATION1-TF10-DFG3-MJ2-PSG4-TCH1-TF7-CSC8-CCJ2-SLO4-LDP2-CCJ3-MGJ3-MV1-MV12-DFG1-BRJ1-ASL14-CSC2-BRJ3-AP2-BRD1-BTM5-OFG7-DBU10-OFG6-VMG3-BRD10-VMG7-MV9-AJN7-VMG3-ASL3-MGJ5-VMG3-IHD12-BES5-LCN14-DFG4-BRJ3-BRD9-AWS5-CSC5-MGJ1-AJN1-WKHUNIT A1UNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B236 PLEXBUILDING 2BUILDING 424 PLEX24'30.68'BUILDING 324 PLEXW W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWSS SS SS SS SS SS SS SS SS SS SS SS
SSSSGGG GHYDSSH2OH2OG
G G G G G G G GGGGGGGGGGG G G G G
S
E E E E E E E E E E E E E E EEEEEEEEEEETFGFWEEEE
EGUDUDUDUDELEC7-IHD5-VMG1-HC5-DBC4-RL2-MV3-IHD1-HC51-LBG1-DKL1-AJN2-MV3-AJN1-HBS3-WKH3-DKL10-OFG2-WKH5-DBU2-CH3-DBU5-OFG1-KC3-DBU2-WKH1-KC16-CSC5-OFG3-DBU5-OFG1-KC5-AAS1-KC5-OFG3-AWS6-VMG2-PSG5-SWM1-SAC1-AWS3-DFG1-SAC2-WKH1-CO8-DBC5-VMG1-PFC4-AJN9-DFG1-BP2-BRD3-AJN9-KFG14-KFG1-SLO1-WKH1-SLO5-OFG1-KC1-BRJ5-AAS1-BP6-OFG3-AWS4-CSC3-CSCCAR PORT, TYP.2-PSG3-MJ6-DFG2-BRJ2-SSM4-BRJ5-AAS5-IHD1-BRD5-VMG20-DFG1-PSG3-DBU6-IHD8-DFG11-BAG14-SWN20-VMG3-IHD6-MV3-IHD4-CSC1-KC2-GRT1-WKH3-AJN25-DFG1-WKH1-PFC7-VMG1-SSM5-GMS7-BAG5-AAS3-DBU3-DBU1-KC3-DBU11-AAS5-OFG3-DBU5-OFG6-CSC6-CSC2-CCJ5-AJN7-WKH1-BRD3-KFGSCALE 1"= 20'20'0'20'40'NORTHLANDSCAPE PLAN - 4.1SEE LP-4.2SheetTHE SAVOY
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SEE LP-2SEE LP-2
LANDSCAPE PLAN - 4.2Landscape Plan6······
SheetTHE SAVOY
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PROJECT DEVELOPMENT PLANPlant Schedule7
BUILDING 2BUILDING 4BUILDING 5BUILDING 6BUILDING 7 BUILDING 8 SUITES &MAIL LOUNGEBUILDING 3BUILDING 1EVEVEVEVEVH2OH2OVAULTELECV.P.S6" W6" W6" W6" W6" WSCALE 1"= 40'40'0'40'80'NORTHHYDROZONE PLANSheetTHE SAVOY
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PROJECT DEVELOPMENT PLANHydrozone Plan8
POOL DECK AMENITY LAYOUTSheetTHE SAVOY
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PROJECT DEVELOPMENT PLANSCALE 1"= 10'PRIVATE PARK LAYOUTSCALE 1"= 10'Amenity Layout Plan9OUTDOOR SEATING AREASEATWALLBAJA SHELFSEAT SHELFBIKE RACKSHOT TUBLAP LANESWIMMING POOLSHADE TRELLISBBQ GRILLSCOFFEE SHOP SPECIALTY FENCE DECORATIVEIRON FENCE75'-0"FIRE PITOUTDOOR SEATING AREASEATWALLSIGNSTEPPING STONESBENCHENTRY GATESHADE TRELLISSHADE TRELLISBENCHENTRY GATEBOULDERSBIKE RACKSBIKE RACKSBIKE RACKSTRASH RECEPTACLETRASH RECEPTACLEUNIT B1
BENCHPICNICTABLEOPEN LAWNAREA88'-0"61'-3"SHADETRELLISENTRYPORTALDOG WASTESTATIONPEDESTRIANWALK8'-0"BENCHTRASHRECEPTACLEBIKE RACKS
Wabash Valley Diamond Pattern Bench no. CYD4110, Color: blackCOURTYARD FRAME ISCONSTRUCTED OF 1 1/2"GALVANIZED SQUARETUBING3/4" #9 EXPANDED STEEL MESHWTIH BLACK "PLASTISOL"COATING2'-4"2'-9"1'-4"1'-5"2'-0"6'-3"6'-0"COURTYARD BENCHSCALE: 1/2"=1'-0"TRASH RECEPTACLESCALE: 1/2"=1'-0"INGROUND MOUNT2 1/2"8" OPENING2 1/2"24 3/8"FLAT TOP LID24 3/8"WIRE GRID WITH BLACK "PLASTISOL" COATINGWabash Valley model No. LRD32 with lidNo. FTL32 and inground leg model 10056.by SiteScapesNote: Four AP2-02-SM per concrete pad as shown on the landscape plan.MATERIALS LIST (1) Tubing -Ø2 3/8" x .154" Wall Steel Tubing (2) Surface Plate -Ø7 1/2" x 1/4" Thick Steel Plate with ThreeØ9/16" Mounting Holes (3) Mounted with SixØ1/2" x 4-5" Stainless Steel Anchor Bolts (Customer Supplied)| WEBSITE: www.sitescapesonline.com| E-MAIL: info@sitescapesonline.comPRODUCT NO.ECHOBIKE RACKAP2-02-SMØ714"5"2TOP VIEW2'-101
2"1'-11" O.C.1'-834"1FRONT VIEWØ214"RIGHT SIDE VIEW2'-6"8'-058"APEX BIKE RACKSCALE: 1/2"=1'-0"3' +/-3' CLEAR ZONE1.5' +/-*UTILITY METERS SHALL BESCREENED FROM VIEW BYLANDSCAPING. ADDITIONALLARGE EVERGREEN SHRUBS MAYBE INSTALLED, ONCE THE PANELSARE LOCATED ON THE BUILDINGS,TO ENSURE THAT THE UTILITYAPPURTENANCES AREADEQUATELY SCREENED.UTILITY SCREENINGSCALE: 3/8"=1'-0"BUILDINGUTILITYPANEL2.5' CLEAR ZONE2.5' +/-*AC UNITS SHALL BE SCREENED FROM VIEW BY LANDSCAPING. ADDITIONAL LARGE EVERGREEN SHRUBS MAY BE INSTALLED, ONCE THE ACUNITS ARE LOCATED, TO ENSURE THAT THE AC UNITS ARE ADEQUATELYSCREENED.BUILDINGAC UNITWabash Valley - Round Perforation Pattern - Model no. CA2Q50C, Color: SilverPICNIC TABLESCALE: 1/2"=1'-0"19 3/8
28 3/471 5/8Ø42773
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PROJECT DEVELOPMENT PLAN 2'0" MINDO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD ANDCO-DOMINANT LEADERS AT LANDSCAPE ARCHITECT'S DIRECTION ONLY.12" NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK.1/2" DIAM. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE.14 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED.6' STEEL T-POST (2 MIN.) (4' EXPOSED) REMOVE AFTER ONE YEARWRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH SPECIFIED TREEWRAP MATERIAL SECURED AT TOP AND BOTTOM & AT 2-FT. INTERVALS. RE: SPECSFOR TIMING.SET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW48" CIRCLE OF SHREDDED BARK MULCH (4" DEEP) AROUND BASE OFTREES IN GRASS AREAS.FORM SAUCER AROUND EDGE OF TREE PITFINISH GRADEREMOVE ALL TWINE AND WIRE BASKET ENTIRELY. PULL BURLAP BACK 2/3 MINIMUMSLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING.SPECIFIED BACKFILL MIXTURESTAKE TO EXTEND MIN. 24" INTO UNDISTURBED SOIL.UNDISTURBED SUBGRADEANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVINGTHE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS.CONCRETE CURB OR SIDEWALK HOLD GRADE 1 IN. BELOW EDGESET SHRUB 1 IN. HIGHER THAN THE GRADE AT WHICH IT GREWDIG PLANT PIT TWICE AS WIDE AS THE CONTAINERSPECIFIED MULCH 4" DEEPFINISHED GRADE(ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASSOCCURS AT FINISH GRADE OF MULCH LAYER)LOOSEN SIDES OF PLANT PIT AND ROOTBALLREMOVE CONTAINERSPECIFIED BACKFILL MIXTUREANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVINGTHE CONTAINER WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALL12" NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE1/2" DIA. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIREDO NOT CUT OR DAMAGE LEADER#14 GALVANIZED WIRE, TWISTED DOUBLE STRAND.6' STEEL T-POST (3 SPACED EQUALLY AROUND TREE) - DRIVE MIN. 24"INTO UNDISTURBED SOIL REMOVE AFTER ONE YEARSET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW.APPLY SPECIFIED BARK MULCH 4" DEEP IN 48" DIA. CIRCLE AROUND TREEFINISHED GRADEFORM SAUCER AROUND EDGE OF TREE PITSLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING.SPECIFIED BACKFILL MIXTUREREMOVE BURLAP FROM TOP 2/3 OF ROOTBALL REMOVE WIREBASKET AND TWINE COMPLETELY.UNDISTURBED SUBGRADEPRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTINGPLANT SHRUBS MIN. 4'-0" BEHIND CURB IN FRONT END PARKING SITUATIONS.Shrub Planting DetailN.T.S.Evergreen Tree Planting DetailDeciduous Tree Planting DetailN.T.S.Landscape Details10
GAS FIRE PITSCALE: 1/2"=1'-0"4.5" PRECAST CAP TOMATCH ARCHITECTURE.5'-6"BASE MATERIAL TO MATCHARCHITECTURE SET ON CMU.1'-10"36" PAN AND ROUND GAS BURNERWITH FIRE GLASS INSTALLED PERMANUFACTURER'S INSTRUCTIONS.ELECTRONIC IGNITION SYSTEM TOINCLUDE AUTO IGNITION AND AUTOSHUT OFF.FIRE PIT TO INCLUDEVENTILATION, DRAINAGE, POWERSUPPLY, GAS LINE AND GASSHUTOFF VALVE.HOT TUBSCALE: 1/2"=1'-0"FLAT COPING TO MATCH POOLSEAT COLOR TO BEAPPROVED BY DEVELOPERMOSAIC FLOOR TILES TO BEAPPROVED BY DEVELOPERSTAIRS WITH RAILING TOMEET BUILDING CODESTILES BELOW COPING TO BEAPPROVED BY DEVELOPERLED LIGHTBBQSCALE: 3/4"=1'-0"NOTE:THE GRILL SHALL HAVE A DIRECT GAS LINE.SEAT WALLSCALE: 1"=1'-0"1'-4"3" PRECASTFINISH TO MATCHCLUBHOUSE ARCHITECTURE8X8X16 CMU BLOCKEXPANSION JOINTWALK OR LANDSCAPESURFACE1'-6"2"CONCRETE FOOTERDIMENSIONS ANDREINFORCEMENTSTO BE DETERMINEDBY STRUCTURALENGINEER1'-0"BOULDER, 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 LIDSheetTHE SAVOY
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PROJECT DEVELOPMENT PLANLandscape Details11NOTE: FIRE PIT TO INCLUDE CHILD SAFETY FEATURES.
SHADE TRELLIS SCALE: 3/16"=1'-0"SOLID COMPOSITE WOOD(OWNER APPROVED)8'-0"12'-0"9'-2"8'-6"12'-0"8'-0"6"x6" BLACK POWDERCOATED STEEL ANGLE6" BLACK POWDER COATEDSTEEL FLAT BAR6"x6" BLACK POWDER COATEDSTEEL ANGLE12'-0"NOTES:·DETAIL IS CONCEPTUAL AND SHOWN FOR DESIGN INTENT ONLY.·CONTRACTOR TO SUBMIT SHOP DRAWINGS INCLUDING STRUCTURALENGINEERING FOR CONNECTIONS AND FOOTINGS.·TO BE APPROVED BY OWNER PRIOR TO CONSTRUCTIONHARDSCAPE SURFACE6" BLACK POWDER COATEDSTEEL TUBE POST2"x6"x8' ENGINEERED WOODUNDER MOUNTED WITHCARRIAGE BOLT6" BLACK POWDER COATEDANGLE BEAM2"x6" BOARD6"x6" ANGLE6" FLAT BARCARRIAGE BOLT6"x6" POSTPROJECTOR 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 SURFACE3 5/8"2"CLEAR BETWEEN PICKETSPOST CAPDECORATIVE IRON POOL FENCESCALE: 3/8"=1'-0"6'8'Pre-punched railsfor picket insertionConcrete FootingFinished gradeIron Eagle Industries 2110 SeriesBlack powder coat to match apartment balconies.WATER 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 DRAIN334"LINE OF EXTERIOR FINISHMATERIAL AT WALLLINE OF CONCRETEFINISH SURFACEMETAL LAG PLATEW/ LAG SCREWS1 1/2" x 1 1/2" TUBE STEELTOP RAIL - POWDER-COAT3/4" STEEL HORIZONTALPICKETS, AT 4 1/2" O.C.,POWDER-COATT.O. CONCRETE1 1/2" x 1 1/2" TUBE STEELPOSTS - POWDER-COATLOCATE AT CENTER OF SPAN -6'-0" MAX SPAN412"COFFEE SHOP FENCE (at clubhouse)SCALE: 3/4"=1'-0"2'-934"3'-112"334"334"STONE INLAY IN CONCRETESCALE: 3/16"=1'-0"19'-6"CONCRETE WALK14'-6"13'-6"9'-6"
2'-6"2'-6"
6"
9'-6"
5'-6"6" WIDE BLACK MEXICANBEACH PEBBLE INLAY6'-0"4'-0"UTILITY SCREEN LOW FENCESCALE: 1/2"=1'-0"FINISHED GRADESLOPE TO DRAINCONCRETE FOOTER4"x4" STAINED WOOD2"x4" STAINED WOOD2"x6" STAINED WOODNOTES:1. OWNER APPROVED STAIN COLORTO MATCH ARCHITECTURE.2. WEATHERPROOF FASTENERS.2'-0" Min.
clearance
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PROJECT DEVELOPMENT PLAN LIFEGUARD STANDDESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVALLandscape Details12
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PROJECT DEVELOPMENT PLANLandscape Details13WALKWAY SPINEWEST ENTRY AT CINQUEFOIL LANE - PRIMARY PORTAL WALKWAY SPINEENHANCED CROSSWALK - LOOKING EASTWALKWAY SPINEGATEWAY PORTAL - LOOKING EAST WALKWAY SPINESEATING NODE - LOOKING EASTA-1A-2A-3A-4
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PROJECT DEVELOPMENT PLANLandscape Details14WALKWAY 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-2
3'-8"10'-1 1/8"11'-7 7/8"11'-7 7/8"8"BUILDING HEIGHT37'-8 7/8"1'-4"
17'-8"92'-1"17'-8"
1'-4"
130'-1"
CEMENTITIOUS SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL W/ GLASS,
PAINTED WHITE
CEMENTITIOUS FASCIA CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENEER
DECORATIVE BREEZE BLOCK
CHANGE OF PLANE LOCATIONS 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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comENGI NEER N GIEHTRON RN
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A-1
1/8" = 1'-0"1 FRONT ELEVATION - 24-PLEX
2 24-PLEX SCHEME A
24-PLEX ELEVATIONS CARRIBEAN CORAL
3'-8"10'-1 1/8"11'-7 7/8"11'-7 7/8"8"CEMENTITIOUS SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL W/ GLASS,
PAINTED WHITE
CEMENTITIOUS FASCIA CEMENTITIOUS SHAKE SIDING
BUILDING HEIGHT37'-8 7/8"SYNTHETIC STONE VENEER
1'-4"
17'-8"92'-1"17'-8"
1'-4"
130'-1"
CHANGE OF PLANE LOCATIONS
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL W/ GLASS,
PAINTED WHITE
CEMENTITIOUS FASCIA
CEMENTITIOUS SHAKE SIDING
SYNTHETIC STONE VENEER
CHANGE OF PLANE LOCATIONS
3'-8"10'-1 1/8"11'-7 7/8"11'-7 7/8"8"HEIGHT OF BUILDING37'-8 7/8"15'-9"35'-6"15'-9"
67'-0"
CEMENTITIOUS FASCIA
DECORATIVE BREEZE BLOCK
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL W/ GLASS,
PAINTED WHITE
CEMENTITIOUS FASCIA
CEMENTITIOUS SHAKE SIDING
SYNTHETIC STONE VENEER
CHANGE OF PLANE LOCATIONS
DECORATIVE BREEZE BLOCK UTILITY LOCATIONS
CEMENTITIOUS FASCIA3'-8"10'-1 1/8"11'-7 7/8"11'-7 7/8"8"HEIGHT OF BUILDING37'-8 7/8"15'-9"35'-6"15'-9"
67'-0"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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NEER N GIEHTRON RN
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A-21/8" = 1'-0"1 REAR ELEVATION - 24-PLEX
1/8" = 1'-0"2 LEFT ELEVATION - 24-PLEX
1/8" = 1'-0"3 RIGHT ELEVATION - 24-PLEX
24-PLEX ELEVATIONS CARRIBEAN CORAL
CEMENTITIOUS SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL W/ GLASS,
PAINTED WHITE
CEMENTITIOUS FASCIA CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENEER
DECORATIVE BREEZE BLOCK
CHANGE OF PLANE LOCATIONS
3'-8"10'-1 1/8"11'-7 7/8"11'-7 7/8"8"BUILDING HEIGHT37'-8 7/8"1'-4"
17'-8"92'-1"17'-8"
1'-4"
130'-1"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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NEER N GIEHTRON RN
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A-3
1 24-PLEX SCHEME B
1/8" = 1'-0"2 FRONT ELEVATION - 24-PLEX 24-PLEX ELEVATIONS HARVEST GOLD
CEMENTITIOUS SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL W/ GLASS,
PAINTED WHITE
CEMENTITIOUS FASCIA CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENEER CHANGE OF PLANE LOCATIONS
8"11'-7 7/8"11'-7 7/8"10'-1 1/8"3'-8"BUILDING HEIGHT37'-8 7/8"1'-4"17'-8"92'-1"17'-8"1'-4"
130'-1"
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL W/ GLASS,
PAINTED WHITE
CEMENTITIOUS FASCIA
CEMENTITIOUS SHAKE SIDING
SYNTHETIC STONE VENEER
CHANGE OF PLANE LOCATIONS
3'-8"10'-1 1/8"11'-7 7/8"11'-7 7/8"8"HEIGHT OF BUILDING37'-8 7/8"15'-9"35'-6"15'-9"
67'-0"
CEMENTITIOUS FASCIA
DECORATIVE BREEZE BLOCK
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL W/ GLASS,
PAINTED WHITE
CEMENTITIOUS FASCIA
CEMENTITIOUS SHAKE SIDING
SYNTHETIC STONE VENEER
CHANGE OF PLANE LOCATIONS
DECORATIVE BREEZE BLOCK UTILITY LOCATIONS
CEMENTITIOUS FASCIA3'-8"10'-1 1/8"11'-7 7/8"11'-7 7/8"8"HEIGHT OF BUILDING37'-8 7/8"15'-9"35'-6"15'-9"
67'-0"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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NEER N GIEHTRON RN
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A-41/8" = 1'-0"1 REAR ELEVATION - 24-PLEX
1/8" = 1'-0"2 LEFT ELEVATION - 24-PLEX
1/8" = 1'-0"3 RIGHT ELEVATION - 24-PLEX
24-PLEX ELEVATIONS HARVEST GOLD
10'-3 1/8"10'-1 1/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT42'-4"CEMENTITIOUS SHAKE SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
CEMENTITIOUS FASCIA
19'-0"9'-2"36'-10"1'-1"37'-10"1'-1"36'-10"9'-2"19'-0"
170'-0"
DIMENSIONAL ASPHALT SHINGLES CHANGE IN PLANE LOCATIONS CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER 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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NEER N GIEHTRON RN
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A-5
1/8" = 1'-0"1 FRONT ELEVATION - 36-PLEX
2 36-PLEX SCHEME A
36-PLEX ELEVATIONS POWDER BLUE
10'-3 1/8"10'-1 1/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT42'-4"CEMENTITIOUS SHAKE SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
CEMENTITIOUS FASCIADIMENSIONAL ASPHALT SHINGLESCHANGE IN PLANE LOCATIONSCEMENTITIOUS SIDING
SYNTHETIC STONE VENEER
19'-0"9'-2"36'-10"1'-1"37'-10"1'-1"36'-10"9'-2"19'-0"
170'-0"
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL PAINTED
WHITE
CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER
DIMENSIONAL ASPHALT SHINGLES
SYNTHETIC STONE VENEER
DECORATIVE BREEZE BLOCK
CHANGE OF PLANE LOCATIONS
10'-3 1/8"10'-1 1/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT42'-4"1'-0"14'-9"35'-6"14'-9"1'-0"
67'-0"
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL PAINTED
WHITE
CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER
DIMENSIONAL ASPHALT SHINGLES
SYNTHETIC STONE VENEER
DECORATIVE BREEZE BLOCK
CHANGE OF PLANE LOCATIONS
10'-3 1/8"10'-1 1/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT42'-4"1'-0"14'-9"35'-6"14'-9"1'-0"
67'-0"
UTILITY LOCATIONS 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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NEER N GIEHTRON RN
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A-61/8" = 1'-0"1 REAR ELEVATION - 36-PLEX
1/8" = 1'-0"2 LEFT ELEVATION - 36-PLEX
1/8" = 1'-0"3 RIGHT ELEVATION - 36-PLEX
36-PLEX ELEVATIONS POWDER BLUE
CEMENTITIOUS SHAKE SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
CEMENTITIOUS FASCIA DIMENSIONAL ASPHALT SHINGLES CHANGE IN PLANE LOCATIONS CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER10'-3 1/8"10'-1 1/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT42'-4"19'-0"9'-2"36'-10"1'-1"37'-10"1'-1"36'-10"9'-2"19'-0"
170'-0"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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NEER N GIEHTRON RN
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A-7
1 36-PLEX SCHEME B
1/8" = 1'-0"2 FRONT ELEVATION - 36-PLEX 36-PLEX ELEVATIONS PLYMOUTH GREEN
CEMENTITIOUS SHAKE SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
CEMENTITIOUS FASCIADIMENSIONAL ASPHALT SHINGLESCHANGE IN PLANE LOCATIONSCEMENTITIOUS SIDING
SYNTHETIC STONE VENEER
8"10'-7 7/8"10'-7 7/8"10'-1 1/8"10'-3 1/8"BUILDING HEIGHT42'-4"19'-0"9'-2"36'-10"1'-1"37'-10"1'-1"36'-10"9'-2"19'-0"
170'-0"
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL PAINTED
WHITE
CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER
DIMENSIONAL ASPHALT SHINGLES
SYNTHETIC STONE VENEER
DECORATIVE BREEZE BLOCK
CHANGE OF PLANE LOCATIONS
10'-3 1/8"10'-1 1/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT42'-4"1'-0"14'-9"35'-6"14'-9"1'-0"
67'-0"
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL PAINTED
WHITE
CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER
DIMENSIONAL ASPHALT SHINGLES
SYNTHETIC STONE VENEER
DECORATIVE BREEZE BLOCK
CHANGE OF PLANE LOCATIONS
UTILITY LOCATIONS10'-3 1/8"10'-1 1/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT42'-4"1'-0"14'-9"35'-6"14'-9"1'-0"
67'-0"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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NEER N GIEHTRON RN
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A-81/8" = 1'-0"1 REAR ELEVATION - 36-PLEX
1/8" = 1'-0"2 LEFT ELEVATION - 36-PLEX
1/8" = 1'-0"3 RIGHT ELEVATION - 36-PLEX
36-PLEX ELEVATIONS PLYMOUTH GREEN
65'-0"2'-0"
67'-0"
CEMENTITIOUS SIDING
BOARD & BATTEN
ANODIZED ALUMINUM
STOREFRONT WINDOWS
SYNETHIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
CHANGE OF PLANE LOCATION
8"12'-1 1/8"BUILDING HEIGHT33'-11"34'-3"13'-9"4'-0"17'-6"3'-1"16'-6"54'-0"
143'-1"
CEMENTITIOUS SIDING
BOARD & BATTEN
ANODIZED ALUMINUM
STOREFRONT WINDOWS
SYNETHIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
CEMENTITIOUS SHAKE SIDING
SYNTHETIC STONE VENEER
CHANGE OF PLANE LOCATION
STRUCTURAL STEEL POST8"12'-1 1/8"BUILDING HEIGHT33'-11"23'-0"1'-2"
24'-2"
SYNETHIC STONE VENEER
BOARD & BATTEN
CHANGE OF PLANE LOCATION 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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comENGI NEER N GIEHTRON RN
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A-9
1/8" = 1'-0"3 EAST ELEVATION - CLUBHOUSE
1/8" = 1'-0"1 NORTH ELEVATION - CLUBHOUSE
1/8" = 1'-0"2 INTERIOR COURTYARD EAST - CLUBHOUSE
4 CLUBHOUSE ORTHO
CLUBHOUSE ELEVATIONS
CEMENTITIOUS SIDING FASCIA
DECORATIVE BREEZE BLOCK
SYNETHIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
CEMENTITIOUS SHAKE SIDING
SYNTHETIC STONE VENEER
DECORATIVE BREEZE BLOCK
STRUCTURAL STEEL
POST
12'-1 1/8"8"BUILDING HEIGHT33'-11"124'-7"
29'-9"26'-0"36'-0"57'-0"
148'-9"
CEMENTITIOUS SIDING FASCIA
BOARD & BATTEN
ANODIZED ALUMINUM
STOREFRONT WINDOWS
SYNETHIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
CEMENTITIOUS SIDING FASCIA
SYNTHETIC STONE VENEER
CHANGE OF PLANE LOCATION
8"12'-1 1/8"BUILDING HEIGHT33'-11"59'-3 1/2"
CEMENTITIOUS SIDING FASCIA
SYNETHIC STONE VENEER
DECORATIVE BREEZE BLOCK
SYNTHETIC STONE VENEER
CHANGE OF PLANE LOCATION
ANODIZED ALUMINUM
STOREFRONT WINDOWS DECORATIVE BREEZE BLOCK 8"12'-1 1/8"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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
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A-10
1/8" = 1'-0"3 WEST ELEVATION - CLUBHOUSE
1/8" = 1'-0"1 SOUTH ELEVATION - CLUBHOUSE
1/8" = 1'-0"2 INTERIOR COURTYARD WEST - CLUBHOUSE
CLUBHOUSE ELEVATIONS
SYNTHETIC STONE VENEER
METAL GARAGE DOOR
CEMENTITIOUS SHAKE SIDING CEMENTITIOUS SIDING FASCIA
BOARD AND BATTEN
4' - 4"29' - 10 1/2"6' - 2"29' - 8"3' - 2"
CHANGE OF PLANE LOCATIONSDIMENSIONAL ASPHALT SHINGLES
CEMENTITIOUS SIDING
WHITE VINYL WINDOWS
ANODIZED ALUMINUM
STOREFRONT WINDOWS
73' - 2 1/2"8"11' - 7 7/8"9' - 1 1/8"9' - 0"BUILDING HEIGHT30' - 5"CEMENTITIOUS SHAKE SIDING
CEMENTITIOUS SHAKE
SIDING
CEMENTITIOUS SIDING
FASCIA
ANODIZED ALUMINUM
STOREFRONT WINDOWS
8"11' - 7 7/8"9' - 1 1/8"9' - 0"BUILDING HEIGHT30' - 5"SYNTHETIC STONE VENEER
CHANGE PLANE LOCATIONS CEMENTITIOUS SIDING
19' - 2"
1' - 6"
4' - 1"
1' - 6"
16' - 2"
42' - 5"
ANODIZED ALUMINUM
STOREFRONT WINDOWS
CEMENTITIOUS SIDING
FASCIA
SYNTHETIC STONE VENEER -
BOARD AND BATTEN
1' - 7"22' - 0"43' - 7 1/2"4' - 4"
71' - 6 1/2"
CEMENTITIOUS SHAKE SIDING
CHANGE OF PLANE LOCATIONSDIMENSIONAL ASPHALT SHINGLES
CEMENTITIOUS SIDING
WHITE VINYL WINDOWS 9' - 0"9' - 1 1/8"11' - 7 7/8"8"BUILDING HEIGHT30' - 5"SYNTHETIC STONE VENEER
CEMENTITIOUS SIDING FASCIA
CHANGE OF PLANE LOCATIONS
8"11' - 7 7/8"9' - 1 1/8"9' - 0"BUILDING HEIGHT30' - 5"1' - 6"12' - 10"1' - 6"5' - 10"1' - 6"12' - 10"1' - 6"
37' - 6"
CEMENTITIOUS SHAKE SIDING
CEMENTITIOUS SIDING
WHITE VINYL WINDOWS 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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comENGI NEER N GIEHTRON RN
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A-11
1/8" = 1'-0"1 WEST ELEVATION - MAIL LOUNGE/3-PLEX
1/8" = 1'-0"2 SOUTH ELEVATION - MAIL LOUNGE/3-PLEX
1/8" = 1'-0"3 EAST ELEVATION - MAIL LOUNGE/3-PLEX
1/8" = 1'-0"4 NORTH ELEVATION - MAIL LOUNGE/3-PLEX
5 MAIL LOUNGE/3-PLEX ORTHO
MAIL LOUNGE / 3-PLEX ELEVATIONS
PAINTED STEEL COLUMN
DARK GRAYBLACK
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
51' - 5"11' - 7"PAINTED STEEL COLUMN
DARK GRAYBLACK
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
11' - 7"PAINTED ROUND STEEL
COLUMN COLOR DARK
GRAYBLACK
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
SYNTHETIC STONE VENEER
13' - 3"15' - 0"CEMENTIOUS PANEL
SYNTHETIC STONE VENEER
18' - 5"15' - 0"BENCH
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
SYNTHETIC STONE VENEER 15' - 0"18' - 5"
PAINTED STEEL COLUMN
DARK GRAYBLACK
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
11' - 7"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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
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A-12
1/8" = 1'-0"1 FRONT CARPORT
1/8" = 1'-0"2 REAR CARPORT
1/8" = 1'-0"3 SIDE PORTAL
1/8" = 1'-0"4 FRONT PORTAL
1/8" = 1'-0"5 REAR PORTAL
1/8" = 1'-0"6 SIDE CARPORT
7 PORTAL ORTHO8CARPORT ORTHO
CARPORT / PORTAL ELEVATIONS
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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
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A-13TRASH ENCLOSURE ELEVATIONS
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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
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A-14EXTERIOR MATERIALS BOARD
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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
29 of 37
A-15
N/S PEDESTRIAN CONNECTION - LOOKING NORTH PRECISION DRIVE - LOOKING WEST
BROOKFIELD DRIVE - LOOKING NORTH LE FEVER DRIVE - LOOKING SOUTHWEST
ARCHITECTURAL PERSPECTIVES
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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
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A-16
MAIN ENTRY - LOOKING SOUTH LE FEVER DRIVE - LOOKING EAST
CINQUEFOIL LANE - LOOKING SOUTHWSET PRECISOIN DRIVE - LOOKING NORTHWEST
ARCHITECTURAL PERSPECTIVES
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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
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A-17
36-PLEX - STREET ELEVATION - PLYMOUTH GREEN 36-PLEX - FRONT ELEVATION - PLYMOUTH GREEN
24-PLEX - STREET ELEVATION - HARVEST GOLD 24-PLEX - FRONT ELEVATION - HARVEST GOLD
ARCHITECTURAL PERSPECTIVES
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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
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A-18
36-PLEX - FRONT ELEVATION - POWDER BLUE 36-PLEX - STREET ELEVATION - POWDER BLUE
24-PLEX - STREET ELEVATION - CARIBBEAN CORAL 24-PLEX - FRONT ELEVATION - CARIBBEAN CORAL
ARCHITECTURAL PERSPECTIVES
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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
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A-19
MAIL LOUNGE / 3-PLEX MAIL LOUNGE / 3-PLEX
CLUBHOUSE - FRONT CLUBHOUSE - REAR
ARCHITECTURAL PERSPECTIVES
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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
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A-20
BIRDSEYE LOOKING NW
ARCHITECTURAL SITE PERSPECTIVES
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:S. ThomasDESIGNED BY:DRAWN BY:SCALE:DATE:11/17/21PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEN G I NE ER N GIEHTRON RN
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A-21
BIRDSEYE LOOKING NE
ARCHITECTURAL SITE PERSPECTIVES
SSSGGH2OH2OH2OBUILDING 2BUILDING 4BUILDING 5BUILDING 6BUILDING 7 BUILDING 8
SUITES &MAIL LOUNGEBUILDING 3BUILDING 1EVEVEVEVEVYDHY DHYD
HYD
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PHOTOMETRIC SUMMARYAVERAGE = 0.3 FT. CANDLEMAXIMUM = 8.1 FT. CANDLEMINIMUM = 0.0 FT. CANDLESheetTHE SAVOY
of 2(303) 355-5534 (tel) walter@rgecinc.com8811 E Hampden Ave, Ste 208, Denver, CO 802311PH1SITE PHOTOMETRIC PLAN36 of 37
SheetTHE SAVOY
of 2(303) 355-5534 (tel) walter@rgecinc.com8811 E Hampden Ave, Ste 208, Denver, CO 80231SITE LIGHTING FIXTURESPH2237 of 37