HomeMy WebLinkAboutTHE SAVOY - PDP210019 - 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 (GOLD)
17 - 18 A-3 - A-4 24 PLEX ELEVATIONS (CORAL)
19 - 20 A-5 - A-6 36 PLEX ELEVATIONS (BLUE)
21 - 22 A-7 - A-8 36 PLEX ELEVATIONS (GREEN)
23 A-9 SITE PLAN
24 - 25 A-10 - A-11 OFFICE CLUB
26 A-12 ADDITIONAL AMENITIES
27 A-13 MAIL LOUNGE
28 A-14 CARPORTS AND PEDESTRIAN PORTALS
29 A-15 TRASH ENCLOSURE
30 A-16 MATERIALS BOARD
31 PH1 SITE PHOTOMETRIC PLAN
32 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 83,706 19.82
MIXED-USE BUILDING COVERAGE 8,728 2.07
DRIVES AND PARKING
(EXCLUDES PUBLIC ROW)105,597 25.01
OPEN SPACE AND LANDSCAPE
(EXCLUDES PUBLIC ROW)99,633 23.59
HARDSCAPE
(EXCLUDES PUBLIC ROW)49,911 11.82
PUBLIC STREET RIGHT-OF-WAY 0.00
HARDSCAPE 13,108 3.10
DRIVES AND PARKING 34,881 8.26
LANDSCAPE 26,734 6.33
TOTAL GROSS COVERAGE 422,298 100.00
NET
AREA (SF)%
RESIDENTIAL 83,706 24.08
MIXED-USE 8,728 2.51
DRIVES AND PARKING 105,597 30.38
OPEN SPACE AND LANDSCAPE 99,633 28.67
HARSCAPES (WALKS &
PLAZAS)49,911 14.36
TOTAL NET COVERAGE 347,575 100.00
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 32
EXISTING ZONING H-C
GROSS NET
GROSS AREA 422,298 SF (9.69 AC)NET AREA 347,575 SF (7.97 AC)
TOTAL DWELLING UNITS 240 TOTAL DWELLING UNITS 240
GROSS DENSITY 24.7 DU/AC NET DENSITY 30.1 DU/AC
BUILDING HEIGHT
MULTI-FAMILY BUILDINGS 37’-8” (3 STORIES)
CLUBHOUSE
32-0” (2 STORIES)
POOL ACCESSORY 13’-11 3/4” (1 STORY)
MAIL LOUNGE 13’-8” (1 STORY)
DWELLING UNIT BREAKDOWN
UNIT TYPE DWELLING UNITS TOTAL BEDROOMS PERCENTAGE
STUDIO 36 36 15%
ONE BEDROOM 108 108 45%
TWO BEDROOM 96 192 40%
TOTALS 240 336 100%
PROJECT PARKING
REQUIRED*PROVIDED
STANDARD SPACES 384 SPACES 274 SPACES
COMPACT SPACES 110 SPACES (29% 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
EVEVEVEVEVBUILDING 1
BUILDING 2BUILDING 3BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8MAIL LOUNGE& CAR WASHOFFICE CLUB
ADDITIONALAMENITIESE E E E E E E E E E E E E E E E E E E
E
E EW6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W 6" W
6" W
TFTFE E TFGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G G G G G G G G G G G
G G G GGGGGGGGGGGGGGGGGGEEEEEEEEG
GGGGGGGGGGGGGGGGGGSS
S
S SSSSS S
SSU
D
W F
FWWFW FFW 6" W6" W6" W6" WW
WFW
WFEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E E E E E E E E E E E E E E E E E E
E
E EETFETFFWTFEEETF EEEEEEEETFEEEG G
TFTFEEE E UDUDUDMONITORING WELL
TRAFFIC RATED
MONITORING WELL
TRAFFIC RATED
I
EV
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
SS
SS
SSCTVCTV
CTV CTV
EE E
D
D
D
DD
D
D
DD
HY DHY DS
S
S S
S
S
S
S
E
ELEC
F.O.
C.O.
C.O.
F.O.8' SIDEWALK6' SIDEWALK 6' SIDEWALK
6' SIDEWALK6' SIDEWALK
6' SIDEWALK6' SIDEWALK6' SIDEWALK6' SIDEWALK9.5' LANDSCAPE BUFFER7' LANDSCAPE BUFFER6' SIDEWALK6' SIDEWALK8' SIDEWALK8' SIDEWALK8' SIDEWALK8' SIDEWALK8' SIDEWALK10.75' LANDSCAPE BUFFER10.75' LANDSCAPE BUFFER9.5' LANDSCAPE BUFFER
9.5' LANDSCAPE BUFFER7' LANDSCAPE BUFFER6' SIDEWALK
6' SIDEWALK6' SIDEWALK9' UTILITY EASEMENT
9' UTILITY EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT9' UTILITY EASEMENT9' UTILITY EASEMENTPRECISION DRIVE BROOKFIELD DRIVELE FEVER DRIVE
CINQUEFOIL LANE5' SIDEWALK
5' SIDEWALK
5.5' SIDEWALK 5.5' SIDEWALK5.5' SIDEWALKPOCKET PARK
(SEE LANDSCAPE PLANS
(±4,600 SQ. FT.)
8' SIDEWALK
5' SIDEWALK8' PARKWAY9' UTILITY EASEMENT5' SIDEWALK8' PARKWAY5.5' SIDEWALK
9.5' LANDSCAPE BUFFER
24' DRIVE
AISLE
24'
DRIVE
AISLE
17' TYP.
24'
DRIVE
ASILE
17' TYP.
17' TYP.
122' -
30' WALKWAY
SPINE
19'26'
DRIVE
AISLE24'
DRIVE
AISLE
17' TYP.
24' DRIVE
AISLE17' TYP.
10' LANDSCAPE BUFFER
17'
17' TYP.
24' DRIVE AISLE
17' TYP.
26'
DRIVE
AISLE
17' TYP.
24' DRIVE
AISLE
30' SETBACK
(MAX.)
30' WALKWAY
SPINE
17' TYP.
24'
DRIVE
AISLE
26'
DRIVE
AISLE
24' DRIVE
AISLE
17' TYP
17' TYP.
24' DRIVE
AISLE
53' R.O.W
63' R.O.W
53' R.O.W
36' -
24'
DRIVE
AISLE
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
9 SPACES @ 9' = 81'
8'
8'
8'
6 SPACES @ 9' = 54'
17' TYP
TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
MAX SETBACK
MAX SETBACK
CAR PORT
COVERED BIKE RACKS
(24 SPACES)
CAR PORT
CAR PORT
CAR
PORT
CAR PORT CAR PORT
CAR PORT
COVERED BIKE RACKS
(24 SPACES)
COVERED BIKE RACKS
(48 SPACES)
BIKE RACKS
(12 SPACES)
BIKE RACKS
(12 SPACES)
BIKE RACKS
(18 SPACES)
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
AC UNIT
LOCATIONS
LE FEVRE DRIVE IMPROVEMENTS
(SEE UTILITY PLANS FOR DESIGN)LE FEVRE DRIVE IMPROVEMENTS
(SEE UTILITY PLANS FOR DESIGN)
TRANSFORMER
TRANSFORMER
12 SPACES @ 9' = 108'7 SPACES @ 9' = 63'6 SPACES @ 9' = 54'8'
8'
19'19'8 SPACES @ 9' = 72'8 SPACES @ 9' = 72'19'19'8 SPACES @ 9' = 72'17' TYP.
19'19'
11 SPACES @ 8' = 88'
11 SPACES @ 8' = 88'
17' TYP.
7 SPACES @ 9' = 63'
11 SPACES @ 9' = 99'
6 SPACES @ 9' = 54'7 SPACES @ 9' = 63'
8'
8'
7 SPACES @ 9' = 63'
10 SPACES @ 8' = 80'
17' TYP.
10 SPACES @ 8' = 80'17' TYP.
8 SPACES @ 9' = 72'8 SPACES @ 9' = 72'10 SPACES @ 9' = 90'10 SPACES @ 9' = 90'19'
30' SETBACK
(MAX.)
MAX SETBACK 8 SPACES @ 9' = 72'8 SPACES @ 9' = 72'8 SPACES @ 9' = 72'19'19'8 SPACES @ 9' = 72'17' TYP.4 SPACES @ 9' = 36'8'
8'7 SPACES @ 9' = 63'19'19'
2 SPACES @ 8' = 16'
2 SPACES @ 9' = 18'
1 SPACE @ 9'
MIN SETBACK
BIKE RACKS
(6 SPACES)
BIKE RACKS
(6 SPACES)
BIKE RACKS
(12 SPACES)
BIKE RACKS
(12 SPACES)
COVERED BIKE RACKS
(48 SPACES)
BENCH
(SEE LANDSCAPE
PLANS)
ELECTRIC METERS (TYP.)
MIN SETBACK
BIKE RACKS
(18 SPACES)
RAIN GARDEN
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
ELECTRIC METERS (TYP.)
GAS METERS (TYP.)
MIN SETBACK
MIN SETBACK
MAX SETBACK
BENCH
(SEE LANDSCAPE
PLANS)
37' MAJOR
WALKWAY
SPINE
59' WALKWAY
SPINE
30' WALKWAY
SPINE
50' WALKWAY SPINE
50' MAJOR
WALKWAY
SPINE5 SPACES @ 9' = 45'3 SPACES
@ 8' = 24'
35' MAJOR
WALKWAY
SPINE
35' MAJOR
WALKWAY
SPINE
44' MAJOR
WALKWAY
SPINE
5 SPACES @ 9' = 45'3 SPACES
@ 8' = 24'
5 SPACES @ 8' = 40'13 SPACES @ 9' = 117'7 SPACES @ 8' = 56'2 SPACES
@ 9' = 18'
4 SPACES
@ 9' = 36'
8 SPACES @ 9' = 72'5 SPACES @ 9' = 45'3 SPACES
@ 8' = 24'3 SPACES
@ 8' = 24'5 SPACES @ 9' = 45'5 SPACES
@ 8' = 40'
3 SPACES
@ 9' = 27'
4 SPACES
@ 8' = 32'
7 SPACES @ 9' = 63'
5 SPACES @ 9' = 45'
4 SPACES
@ 8' = 32'
4 SPACES
@ 9' = 36'
3 SPACES
@ 8' = 24'
2 SPACES
@ 8' = 16'5 SPACES @ 9' = 45'2 SPACES @
8' = 16'
12 SPACES
@ 8' = 96'
3 SPACES
@ 9' = 27.02'
5 SPACES
@ 8' = 40'
3 SPACES
@ 9' = 27.02'
5 SPACES
@ 8' = 40'
TRANSFORMER
30' MAX SETBACK
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMER
PEDESTRIAN
PORTAL (TYP.)
PEDESTRIAN
PORTAL (TYP.)
PEDESTRIAN
PORTAL (TYP.)
PEDESTRIAN
PORTAL (TYP.)
PEDESTRIAN
PORTAL (TYP.)
PEDESTRIAN
CROSSWALK
PEDESTRIAN
CROSSWALK
TRANSFORMER
35' MAJOR
WALKWAY
SPINE
40' MAJOR
WALKWAY
SPINE
24' DRIVE AISLE
ENHANCED
PEDESTRIAN
CROSSWALK
ENHANCED
PEDESTRIAN
CROSSWALK
ENHANCED
PEDESTRIAN
CROSSWALK
ENHANCED
PEDESTRIAN
CROSSWALK
5 SPACES @ 9' = 45'24' DRIVE
AISLE
34' WALKWAY
SPINE
5' SIDEWALKPEDESTRIAN
PORTAL (TYP.)
LIGHTED
BOLLARD
(TYP.)
LIGHTED
BOLLARD
(TYP.)
LIGHTED
BOLLARD
(TYP.)
LIGHTED
BOLLARD
(TYP.)
TRANSFORMER
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. 144 COVERED BIKE RACKS AND 108 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
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 32
EVEVEVEVEVBUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5 BUILDING 6
BUILDING 7BUILDING 8
MAIL LOUNGE
& CAR WASHCOFFEE SHOPWORKROOMMGMTR.R.MECHLEASINGLIVING ROOMLOW VOLTAGEMECHBULL PENMEETING ROOMFITNESSMENS RRWOMENS RRYOGAKITCHENLOBBYUNI R.R.UNI R.R.BIKE/SKIDOG WASHSTEAM/SAUNAMASSAGEMECHOFFICE CLUBADDITIONAL
AMENITIES
W 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 GCTVEDDDDDDDDDDDH2OVENTHYDHYDHYD
HYDHYDSSSSSSSSSGASGASGASEELECELECELECELECELECF.O.F.O.F.O.F.O.F.O.F.O.F.O.F.O.F.O.F.O.F.O.F.O.F.O.F.O.F.O.F.O.C.O.C.O.SSSSSSSH2OSWWW W TTTTTTTTTTTTTTTTH2OGASGGGASEVAULTELECEEWSS
8" WSSCINQUEFOIL LANE(69' WIDE R/W)V.P.SSE GGGG
15" SSEH2OH2OH2OEEEEEEEEEEEW6" W6" W6" W6" W6" W6" W6" WTF TFETFGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGG G G G G G G G GEEEEGGGGGGGGGSSSSS
SSSSSSSWFFWWFWFFW 6" W6" WWWFWWFE E E E E E E E E EEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETFTFFW
TFETFEEETFEGTFTFEUD MONITORING
W
EL
L
TRAFFIC R
A
T
ED
MONITORING
W
EL
L
TRAFFIC
R
A
TE
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EVSITEVICINITY 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
EVEVEVEVEVBUILDING 6
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& CAR WASHCOFFEE SHOPWORKROOMMGMTR.R.MECHLEASINGLIVING ROOMLOW VOLTAGEMECHBULL PENMEETING ROOMFITNESSMENS RRWOMENS RRYOGAKITCHENLOBBYUNI R.R.UNI R.R.BIKE/SKIDOG WASHSTEAM/SAUNAMASSAGEMECHOFFICE CLUBADDITIONAL
AMENITIESWW WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWST ST ST ST ST ST ST ST ST ST ST ST ST ST ST ST STSTSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SSSSSSDHYDHYDSSSWW12" W 12" WS
W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" W6" WTFEEEETFGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSSSSSF6" W6" W6" W6" W6" W6" WWWFWWFEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETFEEEEEEEE
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TED I5-KFGDOG WASTE STATION1-SRJ3-VMG3-SRJ1-RFC2-SRJ3-VMG2-SRJ2-LDP5-KFG2-LDP5-KFGDOG WASTE STATION2-LDP1-SRJ3-VMG21-KFG5-MV1-CSC2-NSM3-IHD4-DBC7-LDP2-CSC1-DGN14-KFG1-LDP4-ER5-DGN6-DFG6-BES9-LDP6-DFG4-LDP10-DBC10-KFG3-IHD7-GMS8-GMS3-MV8-VMG3-IHD2-ER3-DBC3-LDP10-KFG6-DFGBENCH, TYP.9-LDP5-DKL6-BES6-DFG10-KFG3-LDP2-ER1-DGN3-IHD2-NSM6-CSC4-MV15-BES4-RMG2-NSM2-LCN2-SSM1-RFC3-WBJ5-NWR5-VMG2-KOR1-SPJ4-BES1-RBC8-KFG6-NWR4-WBJ1-SAC2-VMG2-KOR1-SPJ8-KFG2-RBC8-KFG1-SPJ2-KOR4-VMG2-WBJ3-NWR1-SSM5-SHM2-ER1-ER2-SPJ4-NHE2-GMS7-TRO1-SAC2-RBC3-RBC7-PCG2-RBC1-SSM5-KFG3-CSC27-KFG27-KFG27-KFG27-KFG4-SSM29-DBC12-KFG2-DKL9-KFG18-KFG18-KFG6-CSC2-LDP2-SRJ5-KFG5-KFG1-SRJ3-VMG3-SRJ3-VMG2-LDP2-SRJ5-KFG5-KFG3-VMG1-SRJ12-KFG4-SSM3-RL8-BES2-SS9-OFG2-LCN1-CCJ2-GMS7-SSG2-BRD1-CCJ2-GMS7-SSG2-BRD11-OFG2-DKL1-DKL9-OFG3-SPJ3-LCN9-OFG2-DKL11-OFG2-BRD1-CCJ7-SSG2-SPJ2-GMS1-CCJ2-BRD7-SSG5-TCH2-MGM4-TCH14-GMS14-LDP20-GMS26-CSC45-KFG6-IHD19-DBC5-SS23-KFG6-IHD18-DBC6-HC21-KFG10-CSC61-KFG4-ME25-KFG2-ME12-KFG3-ME39-KFG6-BLG7-BLG13-PCGCHAISE LOUNGEPOOLPICNIC TABLE7-BLG2-CSC16-KFG2-AAS8-DFG1-SSM2-BRJ6-PCG3-PCG13-BLG133-LBG17-HC3-MJ1-AAS2-AAS1-CSO5-THB9-CSC8-CSC5-THB5-AAS10-DFG6-DFG9-VMG9-GMS2-NSM48-DFG14-CSC9-GMS3-AASBIKE RACKS3-BRJ1-BP2-DKL21-KFG1-AAS1-BRJ1-NSM8-DFG8-DFG3-BRJ1-NSM1-AAS1-AAS2-SRJ9-VMG3-AAS9-VMG8-VMG3-AAS12-AAS10-DFG22-DFG6-CSC2-SRJ5-THB1-SRJ3-SRJCAR PORT, TYP.DOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATION2-CSO6-CSOENTRY PORTAL1-NSM1-SSM3-CSC3-DBC4-CSC2-SSM5-AAS4-BRJ1-AAS1-BRJ13-DFG2-NSM2-PSG6-DFG2-BRJSCALE 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
UNIT B1 UNITA3 UNIT A1UNIT S1 UNIT S1UNIT S1 UNITA3UNITA2 UNIT B1UNIT B2UNIT B2-A UNITA2-A18
UNIT A1UNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B2BUILDING 3BUILDING 4BUILDING 5
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EE3-SRJCOVERED BIKE RACK2-BRJ3-LDP1-CSO2-SWN2-CCJ3-BAG1-CSO3-CSC3-CSC1-CSO1-PCG2-DKL11-OFG34-KOR10-WLC9-PCG7-CSC11-WLC13-OFG10-WLC11-OFG8-GMS1-GBS3-GMM10-BAG5-DKL8-GMS1-GBS10-BLG4-CSC3-MV3-MV4-CSC3-JTL3-HC3-JTL6-HC3-HC6-MB3-OFG18-OFG11-MNS3-DBC2-GL3-SRJ9-SSG1-CSO2-CSC2-CCJ3-BAG1-CSO3-CSC1-CSO3-CSC1-PCG2-DKL8-OFG28-KOR9-PCG7-CSC13-OFG11-WLC3-GMM8-OFG7-WLC20-BES10-GMS2-GL8-GMS2-GMM1-ASL1-ASL8-VMG1-RFC2-ASL5-NHE4-HBS4-SS9-KFG3-AASPICNIC TABLEBIKE RACKS2-SS1-RFC1-WBJ2-NWR6-LDP2-IHD1-SSM5-KFG1-BRJ1-SSM8-VMG5-CSO3-WBJ5-NWR5-VMG2-KOR1-SPJ8-KFG4-BES2-RBC3-BES4-KFG3-NWR2-WBJ4-VMG1-SAC2-WBJ3-NWR1-KOR8-KFG8-BES9-OFG2-SS2-LCN2-SPJ2-GMS1-CCJ7-SSG2-BRD7-SSG2-GMS1-CCJ2-BRD2-DKL11-OFG9-OFG1-DKL3-SPJ3-LCN9-OFG1-AJN1-DKL9-OFG3-LCN3-SPJ1-DKL1-AJN8-BES3-DKL2-GMS2-CCJ11-OFG2-BRD7-SSG1-WKH2-SPJ2-BRD1-CCJ2-GMS7-SSG10-OFG2-SS1-LCN8-KFG2-RBC4-NWR6-CSC2-WBJ1-SAC3-NWR2-WBJ1-KOR8-KFG8-BES2-RBC2-KOR1-SPJ5-VMG3-WBJ5-NWRENTRY PORTAL2-AAS1-BP1-GL1-RFC4-BP1-TRO1-WKH4-CCJ1-GL3-MV3-HC3-JTL5-DBU3-SWN5-BLG5-BLG3-SWN5-BLG1-BP5-BLG1-TRO2-GL3-SWN5-DBU1-WKH1-TRO5-KFG1-GL5-KFG2-TCH5-KFG5-KFG5-KFG5-KFG5-CBA7-AWS7-IHD18-LBG1-SAC3-AWS1-RFC3-AWS7-MV18-LBG2-RFC5-AWS18-LBG1-RFC7-IHD3-AWS1-SAC2-CCJ18-PMG3-HC3-MV1-RFC5-AWS18-LBG7-MV6-KFG8-CBA3-AWS21-KOR6-KFG2-MGJ6-KFG6-KFG15-KFG2-IHD5-AJN2-GMS7-BES21-DFG3-AJN2-VMG3-WKH6-SWS7-DBU4-VMG5-SWN1-GL3-AWS1-SAC12-LBG5-IHD1-RFC3-AWS2-JTL18-OFG10-OFG2-SS2-LCN1-CO1-GLDOG WASTESTATIONCOVEREDBIKE RACKSBIKE RACKSCOVERED BIKE RACKSBIKE RACKS1-BRJ13-DFG1-AAS6-DFG2-CSO3-AAS4-DFG2-AAS5-THB3-MJ4-THB5-THB2-AAS12-DFG2-BRJ5-LDP5-LDP3-AAS9-HC1-CSC5-AAS3-LDP3-AAS1-SS4-CSC4-AAS8-DFG3-BRJ4-LDP5-BRD20-KFG1-AAS5-BRD3-AAS3-LDP4-CSC6-CSC2-AAS4-CSC15-DFG23-KFG2-GMM3-GMMCAR PORT, TYP.DOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATION88'-0"61'-3"8'-0"4-CSCENTRY PORTAL8-BRJ5-AGM1-ASL1-GMM2-PSG2-IHD8-CSC14-LDP26-DFG6-DFG2-BRJSCALE 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-A18BUILDING 3W W W W W W W W W W W W W W W WWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTST
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SSWWWTTTTTTTTTTTTTTTH2OGASGGE
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EEEEEE15" SSH2OEEEEEEEEEEEGGGGGGGGGGG G G G G G G G G G G G G GGGGGGGGGGGUDUDFW
E E E E E E E E E E E E E EEEEEEEEEEEETFEEEEEV13-DFG18-LBGBIKE RACKS3-HC1-RFC7-OFG1-LCN3-VMG1-HBS2-SS7-KFG4-SS5-VMG4-HBS1-RFC8-VMG1-KC1-BTM2-WC4-BTM3-AP16-CSC1-HWM7-IHD3-AWS6-AWS3-RFC7-MV1-SAC21-LBG1-SAC3-AWS20-PMG4-ER11-CCJ6-MV3-HC21-DFG7-DBU1-GL2-VMG3-AJN2-WKH6-AWS4-CSC4-VMG1-WKH5-SWN3-AWS1-COCOVERED BIKE RACKS5-AAS5-DFG5-BRJ2-CO3-NHE8-OFG1-ASL6-AAS5-BRJ8-OFG5-ASL5-BRJ28-DBC4-DGN6-GMS3-DGN29-DBC2-BRD3-BRD5-BRD15-CSC2-ASL2-ASL25-DFG7-GMS5-KC3-SS1-ASL1-BRJ1-AAS1-AAS1-CSC5-AAS3-BRJ10-CCJ12-LDP3-AASBIKERACK3-LDP4-CSC32-OFG5-AAS1-AAS4-CSC3-CSC7-CSC1-COTRASH ENCLOSURE, TYP.DOG WASTE STATIONENTRY PORTAL1-TF25-DFG5-DFG3-MJ2-PSG7-AGMUNIT B1UNITA3UNIT A1UNIT S1UNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B2UNIT B2-AUNITA2-A18UNIT B1UNITA3UNIT A1UNIT S1UNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B2UNIT B2-AUNITA2-A18BUILDING 1BUILDING 2W W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWWSS SS SS SS SS SS SS SS SS SS SS SS
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PROJECT DEVELOPMENT PLAN SEE LP-4.1SEE LP-3 SEE LP-3
SEE LP-2SEE LP-2
LANDSCAPE PLAN - 4.2Landscape Plan6
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PROJECT DEVELOPMENT PLANPlant Schedule7‘’
BUILDING 1BUILDING 2BUILDING 3BUILDING 4BUILDING 5 BUILDING 6BUILDING 7BUILDING 8
MAIL LOUNGE
& CAR WASHCOFFEE SHOPWORKROOMMGMTR.R.MECHLEASINGLIVING ROOMLOW VOLTAGEMECHBULL PENMEETING ROOMFITNESSMENS RRWOMENS RRYOGAKITCHENLOBBYUNI R.R.UNI R.R.BIKE/SKIDOG WASHSTEAM/SAUNAMASSAGEMECHOFFICE CLUBADDITIONALAMENITIES
H2OH2OVAULTELECV.P.S6" W6" W6" W6" W6" W6" W6" W6" W6" 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 PLAN SCALE 1"= 10'PRIVATE PARK LAYOUTSCALE 1"= 10'Amenity Layout Plan9COFFEE SHOPWORKROOMMGMTR.R.MECHLEASINGLIVING ROOMLOW VOLTAGEMECHBULL PENMEETING ROOMFITNESSMENS RRWOMENS RRYOGAKITCHENLOBBYUNI R.R.UNI R.R.BIKE/SKIDOG WASHSTEAM/SAUNAMASSAGEMECHOFFICE CLUBADDITIONAL
AMENITIESOUTDOOR SEATING AREASEATWALLBAJA SHELFHOT TUBBIKE RACKSCHAISE LOUNGE CHIAR,TYP.LAP LANEPICNIC TABLETRASHRECEPTACLEPOOL FOUNTAINSCHAISE LOUNGECHAIRSCOMMUNITY POOLBIKE RACKSSTREET LIGHT, TYP.SHADE TRELLISBBQ GRILLSCOFFEE SHOP SPECIALTY FENCEDECORATIVEIRON FENCE74'-0"8'-11"FIRE PITOUTDOOR SEATING AREASEATWALLSIGNUNIT B1 BENCHBENCHBENCHBENCHPICNICTABLEOPEN LAWNAREA88'-0"61'-3"SHADETRELLISWATERFOUNTAINENTRYPORTALDOG WASTESTATIONPEDESTRIANSPINE WALK8'-0"
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 Details11
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 INLAYNOTE: FIRE PIT TO INCLUDE CHILD SAFETY FEATURES.SheetTHE SAVOY
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PROJECT DEVELOPMENT PLAN LIFEGUARD STANDDESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVALLandscape Details12
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PROJECT DEVELOPMENT PLANLandscape Details13MAJOR WALKWAY SPINESOUTH ENTRY AT PRECISION DRIVE - PRIMARY PORTAL MAJOR WALKWAY SPINEENHANCED CROSSWALK - LOOKING NORTHMAJOR WALKWAY SPINESECONDARY PORTAL - LOOKING NORTH MAJOR WALKWAY SPINENORTH ENTRY AT LE FEVER DRIVE - PRIMARY PORTAL A-1A-2A-3B-1
SheetTHE SAVOY
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PROJECT DEVELOPMENT PLANLandscape Details14MAJOR WALKWAY SPINESECONDARY PORTAL - LOOKING SOUTH MAJOR WALKWAY SPINECOURTYARD WITH BUILDING CONNECTIONS - LOOKING SOUTHWALKWAY SPINEWEST ENTRY AT CINQUEFOIL LANE - PRIMARY PORTALWALKWAY SPINEWALKWAY SPINE LOOKING WEST ACROSS SITEB-2B-3C-1C-2
CEMENTITIOUS SHAKE
SIDING
METAL RAILING, PAINTED WHITE
DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL WINDOW
CEMENTITIOUS SHAKE SIDING
CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
BOARD AND BATTEN SYNTHETIC STONE
VENEER9'-2 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"19'-0"44'-6"1'-0"1'-1"1'-0"44'-6"19'-0"BUILDING HEIGHT: 41'-10" FROM AVG. GRADE PLANE130'-1"
CHANGE IN 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.ELEVATIONSARCHITECTURAL 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.comENGINE ER N GIEHTRON RN
15 of 32
A-1
1/8" = 1'-0"1 REAR ELEVATION
2 24-PLEX SCHEME A ORTHO
CEMENTITIOUS SHAKE
SIDING
METAL RAILING,
PAINTED WHITE
DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL WINDOW
CEMENTITIOUS SHAKE
SIDING
CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
BOARD AND
BATTEN
SYNTHETIC STONE VENEERBUILDING HEIGHT: 41'-10" FROM AVG. GRADE PLANE19'-0"9'-6"11'-10"1'-0"22'-2"1'-0"1'-1"1'-0"22'-2"1'-0"11'-10"9'-6"19'-0"9'-2 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"130'-1"
CHANGE OF PLANE
LOCATIONS
SYNTHETIC STONE
VENEER
CEMENTITIOUS FASCIA
CEMENTITIOUS SHAKE SIDING
BOARD AND BATTEN
DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL WINDOW
CEMENTITIOUS SIDING9'-2 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT: 41'-10" FROM AVG. GRADE PLANE15'-9"35'-6"15'-9"
67'-0"
METER LOCATIONS
SYNTHETIC STONE VENEER
CEMENTITIOUS FASCIA CEMENTITIOUS SHAKE
SIDING
BOARD AND BATTEN
DIMENSIONAL ASPHALT
SHINGLES
WHITE VINYL
WINDOWS
CEMENTITIOUS SIDING BUILDING HEIGHT: 41'-10" FROM AVG. GRADE PLANE9'-2 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"15'-9"35'-6"15'-9"
67'-0"
METER LOCATION
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.ELEVATIONSARCHITECTURAL 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 GINEER N GIEHTRON RN
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A-21/8" = 1'-0"1 FRONT ELEVATION
1/8" = 1'-0"2 RIGHT ELEVATION
1/8" = 1'-0"3 LEFT ELEVATION
BOARD AND BATTEN
METAL RAILING, PAINTED WHITE
DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL WINDOW
CEMENTITIOUS SHAKE
SIDING
CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER8"10'-7 7/8"10'-7 7/8"10'-7 7/8"11'-7 3/8"BUILDING HEIGHT: 44'-3" FROM AVG. GRADE PLANE19'-0"92'-1"19'-0"
130'-1"
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.ELEVATIONSARCHITECTURAL 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 GINE ER N GIEHTRON RN
17 of 32
A-3
1 24-PLEX SCHEME B ORTHO
1/8" = 1'-0"2 REAR ELEVATION
CEMENTITIOUS SHAKE
SIDING
METAL RAILING, PAINTED WHITE
DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL WINDOW
CEMENTITIOUS SHAKE
SIDING
CEMENTITIOUS FASCIA
SMOOTH CEMENTITIOUS
SIDING
BOARD AND BATTENSYNTHETIC STONE VENEER11'-7 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT: 44'-3" FROM AVG. GRADE PLANE19'-0"9'-6"11'-10"1'-0"47'-5"1'-0"11'-10"9'-6"19'-0"
CHANGE OF PLANE
LOCATIONS
130'-1"11'-7 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT: 44'-3" FROM AVG. GRADE PLANE15'-9"35'-6"15'-9"
METAL RAILING,
PAINTED WHITE
CEMENTITIOUS SHAKE
SIDING
METER
LOCATIONS
BOARD AND
BATTEN
CEMENTITIOUS
FASCIA
SYNTHETIC STONE
VENEER
CHANGE OF
PLANE LOCATIONS
67'-0"
WHITE VINYL WINDOW 11'-7 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT: 44'-3" FROM AVG. GRADE PLANE15'-9"35'-6"15'-9"
METAL RAILING,
PAINTED WHITE
CEMENTITIOUS SHAKE
SIDING
METER LOCATIONS
METER
LOCATIONS
BOARD AND
BATTEN
CEMENTITIOUS
FASCIA
SYNTHETIC STONE
VENEER
CHANGE OF
PLANE LOCATIONS
67'-0"
WHITE VINYL WINDOW 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.ELEVATIONSARCHITECTURAL 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 GINEER N GIEHTRON RN
18 of 32
A-4
1/8" = 1'-0"1 FRONT ELEVATION
1/8" = 1'-0"2 LEFT ELEVATION - BUILDING TYPE 3 - COLOR FDP
1/8" = 1'-0"3 RIGHT ELEVATION - BUILDING TYPE 3 - COLOR FDP
SYNTHETIC STONE VENEER
CEMENTITIOUS FASCIA
CEMENTITIOUS SHAKE SIDING
BOARD AND BATTEN
DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL WINDOW BUILDING HEIGHT: 42'-4" FROM AVG. GRADE PLANECEMENTITIOUS SIDING
1'-0"18'-0"46'-0"1'-0"38'-0"1'-0"46'-0"18'-0"1'-0"8"10'-7 7/8"10'-7 7/8"10'-7 7/8"9'-8 3/8"170'-0"
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.ELEVATIONSARCHITECTURAL 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 GINE ER N GIEHTRON RN
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A-5
1/8" = 1'-0"1 REAR ELEVATION
2 36-PLEX SCHEME A ORTHO
SYNTHETIC STONE
VENEER
CEMENTITIOUS SHAKE
SIDING
BOARD AND BATTEN
DIMENSIONAL ASPHALT SHINGLES
WHITE VINYL WINDOW
CEMENTITIOUS SHAKE
SIDING
CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
BUILDING HEIGHT: 42'-4" FROM AVG. GRADE PLANE19'-0"9'-6"4'-6"7'-4"1'-0"23'-8"1'-0"14'-8"1'-0"22'-4"1'-0"23'-8"1'-0"7'-4"4'-6"9'-6"19'-0"9'-8 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"CHANGE OF PLANE
LOCATIONS
170'-0"
SYNTHETIC STONE
VENEER
CEMENTITIOUS FASCIA
CEMENTITIOUS SHAKE SIDING
BOARD AND BATTEN
DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL WINDOW
CEMENTITIOUS SIDING
BUILDING HEIGHT: 42'-4" FROM AVG. GRADE PLANE1'-0"14'-9"35'-6"14'-9"1'-0"9'-8 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"METER LOCATIONSMETER LOCATIONS
CHANGE OF PLANE
LOCATIONS
67'-0"
SYNTHETIC STONE VENEER
CEMENTITIOUS FASCIA CEMENTITIOUS SHAKE SIDING
BOARD AND BATTEN
DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL WINDOWS
SMOOTH CEMENTITIOUS SIDING
COLOR #2BUILDING HEIGHT: 42'-4" FROM AVG. GRADE PLANE1'-0"14'-9"35'-6"14'-9"1'-0"9'-8 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"67'-0"
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.ELEVATIONSARCHITECTURAL 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 GINE ER N GIEHTRON RN
20 of 32
A-61/8" = 1'-0"1 FRONT ELEVATION
1/8" = 1'-0"2 RIGHT ELEVATION
1/8" = 1'-0"3 LEFT ELEVATION
SYNTHETIC STONE VENEER
CEMENTITIOUS FASCIA
CEMENTITIOUS SHAKE SIDING
BOARD AND BATTEN
DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL WINDOW BUILDING HEIGHT: 42'-4" FROM AVG. GRADE PLANECEMENTITIOUS SIDING 8"10'-7 7/8"10'-7 7/8"10'-7 7/8"9'-8 3/8"1'-0"18'-0"46'-0"1'-0"38'-0"1'-0"46'-0"18'-0"1'-0"
170'-0"
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.ELEVATIONSARCHITECTURAL 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 GINEER N GIEHTRON RN
21 of 32
A-7
1 36-PLEX SCHEME B ORTHO
1/8" = 1'-0"2 REAR ELEVATION
CEMENTITIOUS SHAKE
SIDING
DIMENSIONAL ASPHALT SHINGLES
WHITE VINYL WINDOW
CEMENTITIOUS SHAKE
SIDING
CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
BUILDING HEIGHT: 42'-4" FROM AVG. GRADE PLANE9'-8 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"1'-0"18'-0"9'-6"4'-6"7'-4"1'-0"23'-8"1'-0"14'-8"1'-0"22'-4"1'-0"23'-8"1'-0"7'-4"4'-6"9'-6"18'-0"1'-0"
170'-0"
CHANGE OF PLANE
LOCATIONS9'-8 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT: 42'-4" FROM AVG. GRADE PLANE15'-9"35'-6"15'-9"
METAL RAILING,
PAINTED WHITE
CEMENTITIOUS SHAKE
SIDING
METER
LOCATIONS
BOARD AND
BATTEN
CEMENTITIOUS
FASCIA
SYNTHETIC STONE
VENEER
CHANGE OF
PLANE LOCATIONS
WHITE VINYL WINDOW
67'-0"9'-8 3/8"10'-7 7/8"10'-7 7/8"10'-7 7/8"8"BUILDING HEIGHT: 42'-4" FROM AVG. GRADE PLANE15'-9"35'-6"15'-9"
METAL RAILING,
PAINTED WHITE
CEMENTITIOUS SHAKE
SIDING
METER
LOCATIONS
BOARD AND
BATTEN
CEMENTITIOUS
FASCIA
SYNTHETIC STONE
VENEER
CHANGE OF
PLANE LOCATIONS
WHITE VINYL WINDOW
METER LOCATIONS
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.ELEVATIONSARCHITECTURAL 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 GINEER N GIEHTRON RN
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A-81/8" = 1'-0"1 FRONT ELEVATION
1/8" = 1'-0"2 LEFT ELEVATION - BUILDING TYPE 4 - COLOR FDP
1/8" = 1'-0"3 RIGHT ELEVATION - BUILDING TYPE 4 - COLOR FDP
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.ELEVATIONSARCHITECTURAL 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.comENGINEER N GIEHTRON RN
23 of 32
A-9
SYNTHETIC STONE VENEER CEMENTITIOUS SIDING
BOARD AND BATTEN
STAIR WITH GLASS PANEL W/ WHITE METAL
RAIL
GLASS PANEL GLAZING W/ WHITE
METAL RAIL
ANODIZED ALUMINUM STOREFRONT
WINDOWS
ANODIZED ALUMINUM
STOREFRONT WINDOWS
CEMENTITIOUS SIDINGCEMENTITIOUS SIDING
BOARD & BATTEN
BUILDING HEIGHT: 32'-8" FROM AVG. GRADE PLANE8"12'-0"20'-0"41'-2"1'-4"1'-4"24'-4"3'-6"
71'-8"
CHANGE OF PLANE
LOCATION
SYNTHETIC STONE VENEER CEMENTITIOUS SIDING
BOARD & BATTENANODIZED ALUMINUM
STOREFRONT WINDOWS
ANODIZED ALUMINUM
STOREFRONT WINDOWS
BUILDING HEIGHT: 32'-8" FROM AVG. GRADE PLANE20'-0"12'-0"8"FUTURE SIGNAGE
CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER
CEMENTITIOUS SIDING
STAIR
GLASS PANEL GLAZING W/ WHITE
METAL RAIL
SYNTHETIC STONE VENEER
43'-0"29'-4"11'-2"1'-0"11'-0"1'-0"11'-0"1'-0"11'-0"1'-0"22'-6"1'-0"11'-0"1'-0"11'-0"1'-0"9'-0"
177'-0"
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.ELEVATIONSARCHITECTURAL 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 GINE ER N GIEHTRON RN
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1/8" = 1'-0"2 SOUTH ELEVATION
3 FRONT LEFT CORNER ISO
SYNTHETIC STONE VENEERCEMENTITIOUS SIDINGBOARD & BATTENANODIZED ALUMINUM
STOREFRONT WINDOWS
ANODIZED ALUMINUM
STOREFRONT WINDOWS
BUILDING HEIGHT: 32'-8" FROM AVG. GRADE PLANE9'-0"1'-0"11'-0"1'-0"11'-0"1'-0"11'-0"1'-0"11'-0"1'-0"69'-0"2'-0"48'-0"
CEMENTITIOUS SIDING
STAIR GLASS PANEL GLAZING W/ WHITE
METAL RAIL
SYNTHETIC STONE VENEER
CEMENTITIOUS SIDING
CEMENTITIOUS SIDING8"12'-0"20'-0"CHANGE OF PLANE
LOCATION
177'-0"
SYNTHETIC STONE VENEER
CEMENTITIOUS SIDING FASCIA
FUTURE SIGNAGE
CEMENTITIOUS SHAKE SIDING
ANODIZED ALUMINUM
STOREFRONT WINDOWSBUILDING HEIGHT: 32'-8" FROM AVG. GRADE PLANEBOARD & BATTEN
CEMENTITIOUS SIDING FASCIA
STRUCTURAL STEEL POST
4'-10"24'-4"40'-4"2'-2"8"12'-0"20'-0"CHANGE OF PLANE
LOCATION
71'-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.ELEVATIONSARCHITECTURAL 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 GINEER N GIEHTRON RN
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1/8" = 1'-0"1 NORTH ELEVATION
1/8" = 1'-0"2 WEST ELEVATION
13'-6 3/4"CEMENTITIOUS SIDING SYNTHETIC STONE VENEER CEMENTITIOUS SIDINGBOARD & BATTEN
2'-6 1/8"11'-0 5/8"65'-0"
BOARD & BATTEN CEMENTITIOUS SIDING
ANODIZED ALUMINUM
STOREFRONT WINDOWS
13'-6 3/4"11'-0 5/8"2'-6 1/8"27'-0"13'-6 3/4"BOARD & BATTEN CEMENTITIOUS SIDING
2'-6 1/8"11'-0 5/8"27'-0"
CEMENTITIOUS SIDING CEMENTITIOUS SIDINGBOARD & BATTEN ANODIZED ALUMINUM
STOREFRONT WINDOWS
13'-6 3/4"11'-0 5/8"2'-6 1/8"65'-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.ELEVATIONSARCHITECTURAL 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 GINE ER N GIEHTRON RN
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NTS2NORTH ELEVATION - ADDITIONAL AMENITIES
1/8" = 1'-0"3 SOUTH ELEVATION - ADDITIONAL AMENITIES
1/8" = 1'-0"4 WEST ELEVATION - ADDITIONAL AMENITIES
FRONT LEFT CORNER ISO
SYNTHETIC STONE VENEER METAL GARAGE DOOR
CEMENTITIOUS SHAKE SIDING
CEMENTITIOUS SIDING FASCIA
BOARD AND BATTEN1' - 10"13' - 1"70' - 6"BUILDING HEIGHT: 14' - 11"1' - 0"16' - 4"32' - 4"20' - 10"
CHANGE OF PLANE LOCATIONS
CEMENTITIOUS SHAKE SIDING
BOARD AND BATTEN CEMENTITIOUS SIDING
FASCIA
ANODIZED ALUMINUM
STOREFRONT WINDOWS13' - 1"1' - 10"42' - 5"BUILDING HEIGHT: 14' - 11"20' - 5"22' - 0"
ANODIZED ALUMINUM
STOREFRONT WINDOWS
CEMENTITIOUS SIDING
FASCIA
SYNTHETIC STONE VENEER -
BOARD AND BATTEN
70' - 6"13' - 1"1' - 10"BUILDING HEIGHT: 14' - 11"2' - 0"23' - 4"45' - 2"
SYNTHETIC STONE VENEER
CEMENTITIOUS SIDING FASCIA
PAINTED STEEL COLUMNS
BOARD AND BATTEN13' - 1"1' - 10"42' - 5"BUILDING HEIGHT: 14' - 11"7' - 2"15' - 4"18' - 1 1/2"1' - 10"
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.ELEVATIONSARCHITECTURAL 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.comENGINEER N GIEHTRON RN
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1/8" = 1'-0"1 EAST ELEVATION - MAIL LOUNGE
1/8" = 1'-0"2 NORTH ELEVATION - MAIL LOUNGE
1/8" = 1'-0"3 WEST ELEVATION - MAIL LOUNGE
1/8" = 1'-0"4 SOUTH ELEVATION - MAIL LOUNGE
5 MAIL LOUNGE ORTHO
PAINTED STEEL
COLUMN DARK
GRAYBLACK
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
11' - 7"51' - 5"
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 15' - 3"13' - 3"
CEMENTIOUS PANEL
SYNTHETIC STONE VENEER 15' - 3"18' - 5"
BENCH
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
SYNTHETIC STONE VENEER 15' - 3"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.ELEVATIONSARCHITECTURAL 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 GINE ER N GIEHTRON RN
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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
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.ELEVATIONSARCHITECTURAL 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.comENGINEER N GIEHTRON RN
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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.ELEVATIONSARCHITECTURAL 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 GINEER N GIEHTRON RN
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YDHYDHYD
HYD
HYD H2OC.O.C.O.KITCHENBIKE/SKIDOG WASHSTOR.MECHROOF COLUMSSECURITY LOCKOFF18
36 PLEX24 PLEX
1836 PLEX
24 PLEX1836 PLEX1836 PLEX24 PLEX 24 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PHOTOMETRIC SUMMARYAVERAGE = 0.9 FT. CANDLEMAXIMUM = 17.4 FT. CANDLEMINIMUM = 0.0 FT. CANDLESheetTHE SAVOY
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of 20(303) 355-5534 (tel) walter@rgecinc.com8811 E Hampden Ave, Ste 208, Denver, CO 8023119PH1SITE PHOTOMETRIC PLAN
SheetTHE SAVOY
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of 20(303) 355-5534 (tel) walter@rgecinc.com8811 E Hampden Ave, Ste 208, Denver, CO 80231SITE LIGHTING FIXTURESPH220