HomeMy WebLinkAboutTHE SAVOY - FDP230012 - DOCUMENT MARKUPS - ROUND 2 - SITE, LANDSCAPE & ELEVATIONS PLANSSP-1 COVER STEETNORTH
THE SAVOY
SHEET INDEX
A REPLAT OF TRACT A, BROOKFIELD FIRST REPLAT, LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1 SP-1 COVER SHEET
2 SP-2 SITE PLAN
3 L-1 LANDSCAPE COVER SHEET / OVERALL LANDSCAPE PLAN
4 - 6 L-2 - L-4 LANDSCAPE PLAN
7 L-5 PLANT SCHEDULE
8 L-6 HYDROZONE PLAN
9 L-7 AMENITY LAYOUT PLANS
10 - 12 L-8 - L-10 LANDSCAPE DETAILS
13 - 14 L-11 - L-12 WALKWAY SPINE PERSPECTIVES
15 - 16 A-1 - A-2 24 PLEX ELEVATIONS - CARRIBEAN CORAL
17 - 18 A-3 - A-4 24 PLEX ELEVATIONS - HARVEST GOLD
19 - 20 A-5 - A-6 36 PLEX ELEVATIONS - POWDER BLUE
21 - 22 A-7 - A-8 CLUBHOUSE ELEVATIONS
23 A-9 3 PLEX ELEVATIONS
24 A-10 CARPORT/PORTAL ELEVATIONS
25 A-11 TRASH ENCLOSURE ELEVATIONS
26 - 30 A-12 - A-16 ARCHITECTURAL PERSPECTIVES
31 - 32 A-17 - A-18 ARCHITECTURAL PERSPECTIVES
33 PH1 SITE PHOTOMETRIC PLAN
34 PH2 SITE LIGHTING FIXTURES
FINAL DEVELOPMENT PLAN FOR
SITE
SITE PLAN NOTES
1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.
3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING,
THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED
TO MATCH SURROUNDING BUILDING SURFACES.
5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO
AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC
VARIANCE IS GRANTED BY THE CITY.
8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING
SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER OF THE
COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING
MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER.
13.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF
PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS),
ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.
14.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE
REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
15.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED
SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY
WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
16.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS
NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE,
VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE
VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
PLANNING CERTIFICATE
OWNER'S CERTIFICATE
VICINITY MAP
AREA COVERAGE
SCALE: NTS
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL
PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE
CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
______________________________________________________________
OWNER (SIGNED)
______________________________________
DATE
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS ______________ DAY OF ______________ A.D., 20____. BY
_________________________________________________________________________________________________________
(PRINT NAME)
AS __________________________________________________________
MY COMMISSION EXPIRES: _____________________________________
WITNESS MY HAND AND OFFICIAL SEAL.
___________________________________________________
NOTARY PUBLIC
___________________________________________________
ADDRESS
APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND
NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO
ON THIS _______ DAY OF _______, 20__.
____________________________________________________________
Director Signature
GROSS
AREA (SF)%
RESIDENTIAL BUILDING
COVERAGE 83,644 19.80
MIXED-USE BUILDING COVERAGE 7,982 1.89
DRIVES AND PARKING
(EXCLUDES PUBLIC ROW)113,698 26.91
OPEN SPACE AND LANDSCAPE
(EXCLUDES PUBLIC ROW)104,321 24.69
HARDSCAPE
(EXCLUDES PUBLIC ROW)44,388 10.51
PUBLIC STREET RIGHT-OF-WAY 0.00
HARDSCAPE 9,868 2.34
DRIVES AND PARKING 31,813 7.53
LANDSCAPE 26,734 6.33
TOTAL GROSS COVERAGE 422,448 100.00
NET
AREA (SF)%
RESIDENTIAL 83,644 23.63
MIXED-USE 7,982 2.25
DRIVES AND PARKING 113,698 32.12
OPEN SPACE AND LANDSCAPE 104,321 29.47
HARSCAPES (WALKS &
PLAZAS)44,388 12.54
TOTAL NET COVERAGE 354,033 100.00
LAND USE CHART
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comEXISTING ZONING H-C
GROSS NET
GROSS AREA 422,448 SF (9.69 AC)NET AREA 354,003 SF (8.13 AC)
TOTAL DWELLING UNITS 243 TOTAL DWELLING UNITS 243
GROSS DENSITY 25.1 DU/AC NET DENSITY 29.9 DU/AC
BUILDING HEIGHT
36 PLEX 42’-4” (3 STORIES)
24 PLEX 37'-9” (3 STORIES)
CLUBHOUSE
33’-11” (1.5 STORIES)
3 PLEX/MAIL
LOUNGE 30’-5” (2 STORIES)
DWELLING UNIT BREAKDOWN
UNIT TYPE DWELLING UNITS TOTAL BEDROOMS PERCENTAGE
STUDIO 39 39 16%
ONE BEDROOM 108 108 44%
TWO BEDROOM 96 192 40%
TOTALS 243 339 100%
PROJECT PARKING
REQUIRED*PROVIDED
STANDARD SPACES 389 SPACES 258 SPACES
COMPACT SPACES 155 SPACES (39.9% OF TOTAL)
ACCESSIBLE SPACES**8 SPACES 8 SPACES
*REQUIRED SPACES CALCULATED AS FOLLOWS:
STUDIO/1 BED:144 DU X 1.5 SPACES = 216 SPACES
2 BED: 96 X 1.75 SPACES = 168 SPACES
**ACCESSIBLE SPACES ARE INCLUDED IN THE OVERALL PROVIDED TOTAL
1 of 34
These do not match the sheet numbering & titles on these sheets.
4/25/2023
BUILDING 2
BUILDING 4BUILDING 5BUILDING 6BUILDING 7BUILDING 8SUITES &MAIL LOUNGEBUILDING 3BUILDING 1
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F.O.
C.O.
C.O.
F.O.
LE FEVER DRIVE
SEE SHEET R1
7' SIDEWALK
8' SIDEWALK7' SIDEWALK
7' SIDEWALK
5' SIDEWALK7' SIDEWALK8' SIDEWALKPOCKET PARK
(±4,830 SQ. FT.)
8' SIDEWALK9' UTILITY EASEMENT5' SIDEWALK8.5' PARKWAY9' UTILITY EASEMENT5' SIDEWALK8.5' PARKWAY9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT
5' SIDEWALK
5' SIDEWALK
7' SIDEWALK
9' UTILITY EASEMENT5' SIDEWALK5' SIDEWALK7' SIDEWALK 7' SIDEWALK7' SIDEWALK 8' SIDEWALK5' SIDEWALK7' SIDEWALK10' LANDSCAPE BUFFER
9' UTILITY EASEMENT9' UTILITY EASEMENT
9' UTILITY EASEMENT7' SIDEWALK5' SIDEWALK 7' SIDEWALK5'
S
I
D
E
W
A
L
K
7'
S
I
D
E
W
A
L
K
5' SIDEWALK5' SIDEWALK 5' SIDEWALKPRECISION DRIVE BROOKFIELD DRIVECINQUEFOIL LANE5' SIDEWALK10' LANDSCAPE BUFFER
13.5' LANDSCAPE BUFFER13.5' LANDSCAPE BUFFER9' LANDSCAPE BUFFER
9' LANDSCAPE BUFFER8' SIDEWALK8' SIDEWALK8' SIDEWALK 8' SIDEWALK 7' SIDEWALK7' SIDEWALK7' SIDEWALK8' SIDEWALK
13.5' LANDSCAPE BUFFER13.5' LANDSCAPE BUFFER8' SIDEWALK
5'
LE FEVRE DRIVE IMPROVEMENTS
(SEE UTILITY PLANS FOR DESIGN)
8 SPACES @ 9' ≈ 72'
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
TRANSFORMER
TRANSFORMER
DRAINAGE
EASEMENT
RAIN GARDEN
FOREBAY (TYP.)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
ENHANCED
PEDESTRIAN
CROSSWALK
ENHANCED
PEDESTRIAN
CROSSWALK
ENHANCED
PEDESTRIAN
CROSSWALK
LIGHTED
BOLLARD
(TYP.)ENHANCED
PEDESTRIAN
CROSSWALK
BENCH (TYP.)
PEDESTRIAN
PORTAL
PEDESTRIAN
PORTAL (TYP.)
BENCH (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
LE FEVRE DRIVE IMPROVEMENTS
(SEE UTILITY PLANS FOR DESIGN)
6' SIDEWALK
COVERED
BIKE RACKS
(16 SPACES)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)
COVERED
BIKE RACKS
32 (SPACES)
COVERED
BIKE RACKS
(32 SPACES)
COVERED
BIKE RACKS
(20 SPACES)
PEDESTRIAN PORTAL
BIKE RACKS
(8 SPACES)
CAR PORT
CAR PORT
PEDESTRIAN PORTAL
6.5' BREEZEWAY (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMER
5' SIDEWALK
8.5'
SIDEWALK
5' SIDEWALK
CAR PORT
CAR PORT CAR PORT
CAR PORT
FIRE HYDRANT
6.5' SIDEWALK (TYP.)
6.5' SIDEWALK (TYP.)
6.5' SIDEWALK (TYP.)
CAR PORT
CAR PORT
CAR PORT
6' SIDEWALK
6' SIDEWALK
DRAINAGE
EASEMENT
PEDESTRIAN PORTAL
24 MC-7200
STORMTECH
CHAMBERS
4 SPACES @
9' ≈ 36'
ENHANCED
PEDESTRIAN
CROSSWALK
COVERED
BIKE RACKS
(16 SPACES)
COVERED
BIKE RACKS
(32 SPACES)
TRANSFORMER
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
BIKE RACKS
(8 SPACES)
COVERED
BIKE RACKS
(44 SPACES)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
DRAINAGE
EASEMENT
BIKE RACKS
(8 SPACES)
BIKE RACKS
(16 SPACES)
BIKE RACKS
(16 SPACES)
BIKE RACKS
(8 SPACES)
5'
63' R.O.W
53' R.O.W
36' -
30'
FL-FL
5' CRUSHER FINES
MAINTENANCE PATH
53' R.O.W
53' R.O.W
30' MAX SETBACK
30'
FL-FL
30'
FL-FL
7'23'
24'
DRIVE
AISLE
17' (TYP.)
17' (TYP.)
17' (TYP.)
17' (TYP.)
48'
120'
FL-FL
17' (TYP.)
38'
16' UTILITY&
DRAINAGE EASEMENT
24'
DRIVE
AISLE
24'
DRIVE
AISLE
37' FL-FL
24'
DRIVE
AISLE
24'
DRIVE
AISLE
24'
DRIVE
AISLE
17' (TYP.)
24'
DRIVE
AISLE
23'
7'
23'
7'
24'
EAE
17' (TYP.)
17' (TYP.)
24'
DRIVE
AISLE
24'
DRIVE
AISLE
24'
DRIVE
AISLE
3 SPACES
@ 8' = 24'5 SPACES @ 9' = 45'3 SPACES
@ 8' = 24'5 SPACES @ 9' = 45'9 SPACES @ 9' = 81'
2 SPACES @ 9' = 18'
1 SPACE w/ 5'
HANDICAP LANDING@ 14'
6 SPACES @ 8' = 48'
1 SPACE w/ HANDICAP
@ 9' = 13'
7 SPACES @ 9' = 63'
5 SPACES @ 9' = 45'4 SPACES
@ 8' = 32'
7 SPACES @ 9' = 63'
9 SPACES @ 8' = 80'
10 SPACES @ 8' = 80'13 SPACES @ 8' = 104'
4 SPACES
@ 9' = 36'8 SPACES @ 8' = 64'5 SPACES 9' = 45'2 SPACES
@ 8' = 16'
2 SPACES
@ 8' = 16'7 SPACES @ 9' = 63'5 SPACES @ 9' = 45'3 SPOTS
@ 8' = 24'
3 SPOTS
@ 8' = 24'5 SPACES @ 9' = 45'5 SPACES @ 9' = 45'4 SPACES @ 9' = 36'11 SPACES @ 8' = 88'8 SPACES @ 9' = 72'2 SPACES
@ 8' = 16'9 SPACES @ 9' = 81'7 SPACES @ 9' = 63'2 SPACES
@ 8' = 16'
17' (TYP.)7 SPACES @ 9' = 63'19'19'
2 SPACES
@ 9' = 18'5 SPACES @ 8' = 40'2 SPACES
@ 9' = 18'5 SPACES @ 8' = 40'9 SPACES @9' = 81'5 SPACES @ 9' = 45'
8 SPACES @ 9' = 72'
24'
DRIVE
AISLE
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
19'19'
9 SPACES @ 8' = 72'
1 SPACE @ 8' w/ 8' VAN
HANDICAP LANDING = 16'
9 SPACES @ 8' = 72'
17'
(TYP.)
17'
(TYP.)
10' UTILITY
EASEMENT
10'
UE
20' DRAINAGE
EASEMENT
6 SPACES @ 8' = 40'2 SPACES @
9' = 18'
5 SPACES @
8' = 40'
5 SPACES @
8' = 40'
4 SPACES
@ 9' = 36'
4 SPACES
@ 9' = 36'5 SPACES @ 8' 40'9 SPACES @ 9' = 81'35'38'
35'
7 SPACES @ 9' = 63'4 SPACES @ 9'=27'
3 SPACES @
9' = 27'
3 SPACES @
9' = 27'5 SPACES @ 8' = 40'5 SPACES @ 8' = 40'7 SPACES @ 9' = 63'3 SPACES @
9' = 27'5 SPACES @ 8' = 40'40'
FL-FL
35'
35'
(FENCE LINE)
30'
2 SPACES w/ 5' HANDICAP
LANDING @ 9' = 23'
1 SPACE
@ 8'
9'5 SPACES @ 9' = 45'7 SPACES @ 9' = 63'
11 SPACES
@ 9' = 99'
1 SPACE
@ 9'
10' UE
10'
UE
30'
EAE & UE
10' UE
8' UE
10' UE
24'
DRIVE
AISLE
5' SIDEWALK
9'
8'
1 SPACE @ 8' w/ 8' VAN
HANDICAP LANDING = 16'
9'
1 SPACE @ 9' w/ 5'
HANDICAP LANDING = 14'
9'
9'
1 SPACE @ 9' w/ 5'
HANDICAP LANDING = 14'
11 SPACES
@ 9' = 99'
3 SPACES @ 8' = 24'
1 SPACE @ 9' w/ 5'
HANDICAP LANDING = 14'
BENCH (TYP.)
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
GAS METERS (TYP.)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(20 SPACES)
24'
EMERGENCY ACCESS
EASEMENT
24'
EAE
24' UTILITY
& EMERGENCY
ACCESS EASEMENT
SANITARY SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY
SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
SANITARY SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
SANITARY SERVICE (TYP.)
FOREBAY (TYP.)
IRRIGATION SERVICE
AND METER (TYP.)
SP-2 SITE PLANCALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NOTES:
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
6" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING TELEPHONE PEDESTAL
PROPOSED LIGHTED BOLLARD
ST
W
SS
PROPOSED R.O.W
EXISTING CABLE CTV
PROPOSED UNDERDRAIN UD
PROPOSED GAS G
PROPOSED ELECTRIC E
EXISTING ELECTRIC E
FPROPOSED FIRE SERVICE
PROPOSED GAS METER
PROPOSED ELECTRIC METER
ASPHALT PAVING
CONCRETE PAVING
EXISTING CURB & GUTTER
1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2.ATTACHED WALK WIDTHS ARE FROM FLOWLINE.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
4. 168 COVERED BIKE RACKS AND 96 UNCOVERED BIKE RACKS ARE BEING
PROPOSED.
5. 384 PARKING STALLS PROVIDED EXCLUDING ROW PARKING. 384 PARKING STALLS
REQUIRED.
6.REFER TO UTILITY PLANS FOR CURB TYPES, RAMP TYPES, UTILITY DESIGN, ETC.
7.REFER TO LANDSCAPE SHEETS FOR LANDSCAPING REQUIREMENTS.
ENHANCED CONCRETE PAVING
IPROPOSED IRRIGATION SERVICE
PROPOSED STREET LIGHT
KEYMAP
24'
SP-2
SheetTHE SAVOYThese drawings areinstruments of serviceprovided by NorthernEngineering Services, Inc.and are not to be used forany type of constructionunless signed and sealed bya Professional Engineer inthe employ of NorthernEngineering Services, Inc.NOT FOR CONSTRUCTIONREVIEW SETENGINEERNGIEHTRONRNFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.com2 of 344/25/2023
**All circled are line over text.**
24 PLEXUNIT A1UNIT S1UNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B236 PLEXUNIT B1 UNITA3 UNIT A1UNIT S1 UNIT S1UNIT S1 UNITA3UNITA2 UNIT B1UNIT B2UNIT B2-A UNITA2-A18 36 PLEX
BUILDING 5BUILDING 6BUILDING 7
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST STSSSSSSSSSSSSSSSSSS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSGGD
DDDHYDHYDSSSSC.O.C.O.SSSW W W W TTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTSS SS
SSSSSSSSSSSTE EGGGGGGGGG G EEEEEEEEEEEEEEETF GGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGGSSSGWEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEETFWGTFTFEEE SEEEEEEEEEEGGGGGGGGGGGGGGFWFFE E E E E EEEEGGWF1-BRJ4-LDP5-LCN5-OFG1-KOR5-BAG1-CSO3-CSC4-CSC3-GMM6-BLG2-DKL6-PCG7-CSC37-OFG32-KOR2-GMM8-BLG6-LDP3-AAS4-SSG3-CSC1-GMM3-CSJ5-CSC3-GMM4-PCG7-CSC1-ASL1-ASL4-VMG2-AAS3-ASL2-PL4-HBS4-SS9-KFG4-AASPICNIC TABLE1-SS2-RFC7-LDP1-CSO4-BRJ5-LDP10-VMG2-CSO1-PSG3-AJN6-KFG7-KFG3-AJN3-MGJ4-MG1-CCJ2-IHD1-FLB1-CGY13-BAG3-SSG2-SS2-DKL2-SPJ3-SSG2-BRD3-GMS2-BRD2-DKL5-OFG1-DKL3-SPJ3-LCN5-OFG1-AJN1-DKL10-OFG3-LCN3-SPJ1-DKL1-AJN6-BES3-DKL1-GMS3-SSG2-BRD3-SSG1-GL2-SPJ2-BRD1-GMS3-OFG2-SS1-LCN1-BSY1-CGY1-TCH3-MG3-MGJ2-AJN1-PSG8-KFG3-AJN7-KFG1-BRD1-PFC4-VMG1-BP4-DBCENTRY PORTAL2-BRJ1-BP1-TRO2-WKH3-JTL1-GL6-LBG4-SWN17-DFG3-BLG6-CSC4-AJN3-BLG1-TRO3-GL10-DBU16-VMG1-TRO2-ER4-KFG3-DBC9-DBC2-ER5-IHD3-LBG1-SAC1-RFC6-AWS6-MV21-LBG2-RFC6-AWS1-IHD1-RFC2-AWS1-SAC14-LBG4-IHD3-HC3-MV2-RFC2-MV8-LBG3-MV3-ER10-LBG1-SAC18-KFG1-ER6-KFG12-DBC1-GBS2-AJN13-KFG2-WKH24-VMG1-WKH4-AJN1-GL6-BLG1-SAC9-LBG5-IHD3-AWS5-OFG1-LCN1-SS1-CO1-GLCOVEREDBIKE RACKSCOVERED BIKE RACKSBIKE RACKS1-BRJ16-DFG1-AAS5-LDP12-AWS3-MJ2-AAS9-DFG2-BRJ15-LDP8-AAS5-HC2-CSC4-AAS14-LDP3-AAS4-CSC3-AAS8-DFG4-BRJ6-KFG1-CSC11-SSG4-CSC7-CSC4-CSC31-FLB3-GMM2-GMMCAR PORT, TYP.DOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATIONDOG WASTE STATIONENTRY PORTAL2-SWN2-ASL2-PSH19-BLG11-DFG6-VMG1-BP3-LCN1-IHD1-WKH12-AWS25-DFG7-GMS11-BLG7-LDP6-GMS10-BRJ2-SSMGATEWAY PORTALGATEWAY PORTAL2-TCH6-SWN2-TCH3-PCG8-GLL20-LDP41-LBG1-MG1-CSO2-MV3-SWN30-OFGSTEPPINGSTONES, TYP.6-CSC13-SSG1-GLL3-CSC3-SWN32-FLB5-GLLGATEWAY PORTAL36-OFG29-OFG25-KOR27-OFG4-SWN6-BLG17-KFG7-CSC13-DBU5-KFG18-DBC1-ASL7-AJN4-BRD4-LCN1-GMS3-LCN3-LCN3-NJA1-MGJ20-KOR8-OFG3-OFG1-PFC2-CCJ2-AAS2-AAS2-DKL3-CCJ1-DKL4-OFG1-SPJ1-CCE2-SS5-OFG4-CCE5-OFG1-PL3-IHD1-HC3-IHD3-IHD8-IHD2-MV10-LBG5-AWS1-PSG1-TCH1-PSG4-CSC10-LCN2-IHD8-CGY3-KFG5-KFG3-PCG10-KFG16-KFG11-OFG2-PCG8-KFG4-TCH6-KFG5-KFG2-PCG4-SSG6-DKL34-LBG27-OFG5-PCGSCALE 1"= 20'20'0'20'40'NORTHLANDSCAPE PLAN - 3SheetNOT FOR CON
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TL-3THE SAVOY SEE LP-2SEE LP-4.2
SEE LP-4.2 SEE LP-2······Landscape Plan5 of 344/25/2023Line Over Text &Text Over TextLine Over Text &Text Over Text**All circled are line over text,except as noted.**
UNIT B1UNITA3UNIT A1UNIT S1UNIT S1UNIT S1UNIT B2-AUNITA2-A1836 PLEXBUILDING 5W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWSTSTSTSTSTSTSTSTSTSTSTSTST
SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS
SSSSGGCTVCTVCTVCTVCTVCTVE
E E
EEEDDDHYDSSGASEELECF.O.STF.O.SSWWWTTTTTTTTTTTTTTTH2OGASGGE15" SSH2OGGGGGGGGGGGG G G G G G G G G G G G GUDUDEEEEEEEEEEE
E E E E E E E E E E E E E ETFEVSEEEEEEWFE E
EG10-LBGBIKE RACKS1-HC3-IHD1-AAS3-BRD3-OFG5-VMG1-KC1-TF4-BRD16-CSC4-IHD1-AAS6-AWS3-RFC6-MV1-SAC19-LBG1-SAC2-AWS3-BTM7-DFG6-DFG11-CSC10-AJN1-GL2-WKH3-BLG4-CSC29-DFG1-WKH7-SWN1-CO4-BRJ2-AAS5-CSC5-OFG3-AWS1-BRJ3-TF7-OFG3-BRJ10-GMS1-TF18-DBC12-OFG5-AAS2-TF2-TF25-DFG6-GMS5-KC8-VMG1-CSC1-CO3-AWS2-SSM4-BAG4-CSC2-WKH1-WKH4-CSC3-CSC8-CSC1-COTRASH ENCLOSURE, TYP.DOG WASTE STATION1-TF10-DFG3-MJ2-PSH4-TCH1-TF7-CSC8-CCJ2-SLO4-LDP2-CCJ1-TCH3-MV1-MV12-DFG1-BRJ1-ASL14-CSC2-BRJ3-AP2-BRD1-BTM12-OFG5-VMG3-BRD10-VMG2-AAS7-VMG3-ASL3-MGJ5-VMG3-IHD6-BES5-KFG14-DFG4-BRJ3-BRD9-AWS4-CSC5-MGJ1-WKH9-LBG3-AWS2-IHD21-BLG5-CSC3-OFG6-APL1-CSC12-LPL10-AAS3-IHD1-SLO5-OFG9-KFG1-DBUUNIT S1UNIT S1UNITA3UNITA2UNIT B1UNIT B236 PLEX24 PLEX24 PLEXBUILDING 2BUILDING 4BUILDING 3W W W W W W W W W W W W W W W W W
WWWWWWWWWWWWWWSS SS SS SS SS SS SS SS SS SS SS SS
SSSSGGG GHYDSSH2OH2OTFG
G G G G G G G GGGGGGGGGGG G G G G
S
E E E E E E E E E E E E E E
E EEEEEEEEEETFGGGELECFWEEEEEEEEEEEEEEE
EE E FWUDUDUD 7-IHD5-VMG2-MV5-DBC2-RL2-MV3-IHD1-HC51-LBG1-AJN2-MV3-AJN3-WKH4-DKL3-OFG1-WKH5-DBU1-CH3-DBU5-OFG1-KC3-DBU1-KC16-CSC5-OFG3-DBU5-OFG1-KC5-AAS1-KC5-OFG1-SAC1-AJN4-KFG1-KC1-CO7-DBC5-VMG1-PFC3-AJN9-DBC1-BP2-BRD3-AJN9-KFG14-KFG1-SLO1-WKH1-SLO5-OFG1-KC5-AAS1-BP6-OFG11KFG4-CSC3-CSCCAR PORT, TYP.2-PSG3-MJ6-DFG2-BRJ2-SSM4-BRJ5-AAS6-IHD3-DBU4-IHD13-DFG2-DBU15-BLG8-DFG27-BAG14-SWN21-VMG3-IHD6-MV3-IHD4-CSC2-GRT1-WKH3-AJN1-WKH1-PFC7-VMG1-SSM5-GMS7-BAG5-AAS3-DBU3-DBU1-KC3-DBU11-AAS5-OFG3-DBU5-OFG6-CSC6-CSC2-CCJ5-AJN7-WKH1-BRD3-KFG8-AJN2-SLO2-JTL2-PSH1-PL31-DFG6-DBU1-HBS2-DBC1-WKH3-DBU5-OFG1-RL1-PLSCALE 1"= 20'20'0'20'40'NORTHLANDSCAPE PLAN - 4.1SEE LP-4.2SheetNOT FOR CON
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TL-4THE SAVOY SEE LP-4.1SEE LP-3 SEE LP-3
SEE LP-2SEE LP-2
LANDSCAPE PLAN - 4.2······Landscape Plan6 of 344/25/2023**All circled are line over text.**
Wabash Valley Diamond Pattern Bench no. CYD4110, Color: blackCOURTYARD FRAME ISCONSTRUCTED OF 1 1/2"GALVANIZED SQUARETUBING3/4" #9 EXPANDED STEEL MESHWTIH BLACK "PLASTISOL"COATING2'-4"2'-9"1'-4"1'-5"2'-0"6'-3"6'-0"COURTYARD BENCHSCALE: 1/2"=1'-0"TRASH RECEPTACLESCALE: 1/2"=1'-0"INGROUND MOUNT2 1/2"8" OPENING2 1/2"24 3/8"FLAT TOP LID24 3/8"WIRE GRID WITH BLACK "PLASTISOL" COATINGWabash Valley model No. LRD32 with lidNo. FTL32 and inground leg model 10056.by SiteScapesNote: Four AP2-02-SM per concrete pad as shown on the landscape plan.MATERIALS LIST (1) Tubing -Ø2 3/8" x .154" Wall Steel Tubing (2) Surface Plate -Ø7 1/2" x 1/4" Thick Steel Plate with ThreeØ9/16" Mounting Holes (3) Mounted with SixØ1/2" x 4-5" Stainless Steel Anchor Bolts (Customer Supplied)| WEBSITE: www.sitescapesonline.com| E-MAIL: info@sitescapesonline.comPRODUCT NO.ECHOBIKE RACKAP2-02-SMØ714"5"2TOP VIEW2'-101
2"1'-11" O.C.1'-834"1FRONT VIEWØ214"RIGHT SIDE VIEW2'-6"8'-058"APEX BIKE RACKSCALE: 1/2"=1'-0"3' +/-3' CLEAR ZONE1.5' +/-*UTILITY METERS SHALL BESCREENED FROM VIEW BYLANDSCAPING. ADDITIONALLARGE EVERGREEN SHRUBS MAYBE INSTALLED, ONCE THE PANELSARE LOCATED ON THE BUILDINGS,TO ENSURE THAT THE UTILITYAPPURTENANCES AREADEQUATELY SCREENED.UTILITY SCREENINGSCALE: 3/8"=1'-0"BUILDINGUTILITYPANEL2.5' CLEAR ZONE2.5' +/-*AC UNITS SHALL BE SCREENED FROM VIEW BY LANDSCAPING. ADDITIONAL LARGE EVERGREEN SHRUBS MAY BE INSTALLED, ONCE THE ACUNITS ARE LOCATED, TO ENSURE THAT THE AC UNITS ARE ADEQUATELYSCREENED.BUILDINGAC UNITWabash Valley - Round Perforation Pattern - Model no. CA2Q50C, Color: SilverPICNIC TABLESCALE: 1/2"=1'-0"19 3/8
28 3/471 5/8Ø42773
4734341
8
10141714BOULDER, MIN. 18"ABOVE GROUND.MULCH OR SOD,SEE PLAN.UNDISTURBED SOIL2/3 ABOVE GRADE1/3 BELOW GRADEBOULDER IN LANDSCAPE AREASCALE: NTSDOG WASTE STATIONSCALE: NTSSUPERIOR PET WASTE ELIMINATOR STATION (E3)PET WASTE ELIMINATOR6701 CONCORD PARK DRHOUSTON, TX 77040-9802PHONE: (800)790-8896www.petwasteeliminator.comCommercial Pet Waste Disposal SystemTMSELECT DESIRED COLOR:BLACKGREEN18"1"17"12"24"SUPERIOR KIT INCLUDES:1. 12" X 18" ALUMINUM SIGN.2. DISPENSER BOX.3. 10GAL WASTE RECEPTACLE WITH ATTACHED LID.4. 3-MOUNTING HARDWARE SETS EACH SET INCLUDES 2 NUTS, BOLTS AND WASHERS.5. 80 PET WASTE BAGS.6. 50 WASTE RECEPTACLE LINERS.PERSPECTIVESELECT DESIRED FINES ON SIGN:$75.00 TO $500.00 FINENO FINE6"12"18"
BELOW
GRADE
GRADEDISPENSER BOX (E1)8' STEEL SIGN POST (E18)10-GAL WASTE RECEPTACLEWITH ATTACHED LIDSheetNOT FOR CON
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TL-8THE SAVOY 2'0" MINDO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD ANDCO-DOMINANT LEADERS AT LANDSCAPE ARCHITECT'S DIRECTION ONLY.12" NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK.1/2" DIAM. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE.14 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED.6' STEEL T-POST (2 MIN.) (4' EXPOSED) REMOVE AFTER ONE YEARWRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH SPECIFIED TREEWRAP MATERIAL SECURED AT TOP AND BOTTOM & AT 2-FT. INTERVALS. RE: SPECSFOR TIMING.SET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW48" CIRCLE OF SHREDDED BARK MULCH (4" DEEP) AROUND BASE OFTREES IN GRASS AREAS.FORM SAUCER AROUND EDGE OF TREE PITFINISH GRADEREMOVE ALL TWINE AND WIRE BASKET ENTIRELY. PULL BURLAP BACK 2/3 MINIMUMSLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING.SPECIFIED BACKFILL MIXTURESTAKE TO EXTEND MIN. 24" INTO UNDISTURBED SOIL.UNDISTURBED SUBGRADEANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVINGTHE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS.CONCRETE CURB OR SIDEWALK HOLD GRADE 1 IN. BELOW EDGESET SHRUB 1 IN. HIGHER THAN THE GRADE AT WHICH IT GREWDIG PLANT PIT TWICE AS WIDE AS THE CONTAINERSPECIFIED MULCH 4" DEEPFINISHED GRADE(ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASSOCCURS AT FINISH GRADE OF MULCH LAYER)LOOSEN SIDES OF PLANT PIT AND ROOTBALLREMOVE CONTAINERSPECIFIED BACKFILL MIXTUREANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVINGTHE CONTAINER WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALL12" NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE1/2" DIA. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIREDO NOT CUT OR DAMAGE LEADER#14 GALVANIZED WIRE, TWISTED DOUBLE STRAND.6' STEEL T-POST (3 SPACED EQUALLY AROUND TREE) - DRIVE MIN. 24"INTO UNDISTURBED SOIL REMOVE AFTER ONE YEARSET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW.APPLY SPECIFIED BARK MULCH 4" DEEP IN 48" DIA. CIRCLE AROUND TREEFINISHED GRADEFORM SAUCER AROUND EDGE OF TREE PITSLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING.SPECIFIED BACKFILL MIXTUREREMOVE BURLAP FROM TOP 2/3 OF ROOTBALL REMOVE WIREBASKET AND TWINE COMPLETELY.UNDISTURBED SUBGRADEPRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTINGPLANT SHRUBS MIN. 4'-0" BEHIND CURB IN FRONT END PARKING SITUATIONS.Shrub Planting DetailN.T.S.Evergreen Tree Planting DetailDeciduous Tree Planting DetailN.T.S.Landscape Details10 of 344/25/2023Line Over Text
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2854 CARIBBEAN CORAL
STONE
MATERIAL LEGEND
CEMENTITIOUS
FASCIA
CEMENTITIOUS SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL PAINTED WHITE CEMENTITIOUS SHAKE SIDING
10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"BUILDING HEIGHT37' - 8 7/8"3' - 8"1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"
130' - 0"
SYNTHETIC STONE These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:15:01 PMA-124 PLEX A ELEVATIONSA-1
2 24-PLEX A PERSPECTIVE
1/8" = 1'-0"A-1
1 24-PLEX A FRONT ELEVATION
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CEMENTITIOUS
SHAKE SIDING
METAL RAIL
PAINTED WHITE
CEMENTITIOUS
FASCIA
WHITE VINYL
WINDOW
SYNTHETIC STONE
VENEER3' - 8"10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"HEIGHT OF BUILDING37' - 0 7/8"15' - 9"35' - 6"15' - 9"
67' - 0"
BOARD AND BATTEN10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"BUILDING HEIGHT37' - 8 7/8"METAL RAIL
PAINTED WHITE
CEMENTITIOUS
SHAKE SIDING
BOARD AND
BATTEN
UTILITY
EQUIPMENT
CEMENTITIOUS
FASCIA
WHITE VINYL WINDOW
15' - 9"35' - 6"15' - 9"
67' - 0"
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2854 CARIBBEAN CORAL
STONE
MATERIAL LEGEND
8"11' - 7 7/8"11' - 7 7/8"10' - 1 1/8"3' - 8"BUILDING HEIGHT37' - 8 7/8"CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL PAINTED WHITE CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENNER
1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"
130' - 0"
STREET SIDE PATIO GATESTREET SIDE ENTRY FEATURE These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:15:07 PMA-224 PLEX A ELEVATIONS1/8" = 1'-0"A-2
2 24-PLEX A RIGHT ELEVATION
1/8" = 1'-0"A-2
3 24-PLEX A LEFT ELEVATION
1/8" = 1'-0"A-2
1 24-PLEX A REAR ELEVATION
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11' - 5 1/8"10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"CEMENTITIOUS FASCIA CEMENTITIOUS SIDINGBOARD AND BATTEN
WHITE VINYL
WINDOW
CEMENTITIOUS SHAKE SIDING
3' - 0 1/2"1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"
130' - 0"BUILDING HEIGHT45' - 6"METAL RAILING PAINTED WHITE
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
STONE
MATERIAL LEGEND
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:15:27 PMA-324 PLEX B ELEVATIONS1/8" = 1'-0"A-3
1 24-PLEX B FRONT ELEVATION
A-3
2 24-PLEX B PERSPECTIVE
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11' - 5 1/8"10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"8"METAL RAIL
PAINTED WHITE
CEMENTITIOUS
SHAKE SIDING
BOARD AND
BATTEN
SYNTHETIC
STONE VENEER
CEMENTITIOUS FASCIA
WHITE VINYL
WINDOW
15' - 9"35' - 6"15' - 9"
67' - 0"BUILDING HEIGHT45' - 6"1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"3' - 0 1/2"
130' - 0"8"11' - 7 7/8"11' - 7 7/8"10' - 1 1/8"11' - 5 1/8"BUILDING HEIGHT45' - 6"CEMENTITIOUS FASCIA CEMENTITIOUS
SIDING
BOARD AND BATTEN
WHITE VINYL
WINDOW
METAL RAIL
PAINTED WHITE
CEMENTITIOUS
SHAKE SIDING
SYNTHETIC
STONE VENNER
CEMENTITIOUS
SHAKE SIDING
STREET SIDE PATIO GATESTREET SIDE ENTRY FEATURE
CEMENTITIOUS
SHAKE SIDING
METAL RAIL
PAINTED WHITE
CEMENTITIOUS
FASCIA
WHITE VINYL
WINDOW
SYNTHETIC
STONE VENEER10' - 1 1/8"11' - 7 7/8"11' - 7 7/8"15' - 9"35' - 6"5' - 7"6' - 1"4' - 1"
67' - 0"
BOARD AND
BATTEN11' - 5 1/8"BUILDING HEIGHT45' - 6"UTILITY
EQUIPMENT
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
STONE
MATERIAL LEGEND
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:15:34 PMA-424 PLEX B ELEVATIONS1/8" = 1'-0"A-4
3 24-PLEX B LEFT ELEVATION
1/8" = 1'-0"A-4
1 24-PLEX B REAR ELEVATION
1/8" = 1'-0"A-4
2 24-PLEX B RIGHT ELEVATION
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CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2852 PLYMOUTH GREEN
STONE
MATERIAL LEGEND
SYNTHETIC
STONE VENEER
CEMENTITIOUS SIDING DIMENSIONAL ASPHALT SHINGLES BOARD AND BATTEN CEMENTITIOUS FASCIA
CEMENTITIOUS
SHAKE SIDING
WHITE VINYL
WINDOW11' - 6 1/8"9' - 1 1/8"10' - 7 7/8"10' - 7 7/8"8"BUILDING HEIGHT42' - 7"19' - 0"9' - 5"36' - 5 1/2"40' - 3"36' - 5 1/2"9' - 5"19' - 0"
170' - 0"
CEMENTITIOUS
SHAKE SIDING These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:07 PMA-536 PLEX ELEVATIONSA-5
2 36-PLEX PERSPECTIVE
1/8" = 1'-0"A-5
1 36-PLEX FRONT ELEVATION
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SYNTHETIC
STONE VENEER
WHITE VINYL
WINDOW
DIMENSIONAL
ASPHALT SHINGLES
CEMENTITIOUS FASCIA METAL RAIL
PAINTED WHITE
CEMENTITIOUS SIDING
BOARD AND BATTEN
SYNTHETIC STONE VENEER
15' - 9"35' - 6"5' - 7"6' - 1"4' - 1"
67' - 0"11' - 6 1/8"9' - 1 1/8"10' - 7 7/8"10' - 7 7/8"8"BUILDING HEIGHT42' - 7"UTILITY
EQUIPMENT
SYNTHETIC STONE
VENEER
BOARD AND
BATTEN
CEMENTITIOUS SIDING
METAL RAIL
PAINTED WHITE
CEMENTITIOUS FASCIA DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL WINDOW
SYNTHETIC STONE VENEER
15' - 9"35' - 6"15' - 9"
67' - 0"8"10' - 7 7/8"10' - 7 7/8"9' - 1 1/8"11' - 6 1/8"BUILDING HEIGHT42' - 7"CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2852 PLYMOUTH GREEN
STONE
MATERIAL LEGEND
8"10' - 7 7/8"10' - 7 7/8"9' - 1 1/8"11' - 6 1/8"WHITE VINYL
WINDOW
CEMENTITIOUS
SHAKE SIDING
CEMENTITIOUS FASCIA BOARD AND BATTEN DIMENSINONAL ASPHALT SHINGLES CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER
19' - 0"9' - 5"36' - 5 1/2"40' - 3"36' - 5 1/2"9' - 5"19' - 0"
170' - 0"BUILDING HEIGHT42' - 7"STREET SIDE PATIO GATESTREET SIDE ENTRY FEATURE These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:14 PMA-636 PLEX ELEVATIONS1/8" = 1'-0"A-6
2 36-PLEX RIGHT ELEVATION
1/8" = 1'-0"A-6
3 36-PLEX LEFT ELEVATION
1/8" = 1'-0"A-6
1 36-PLEX REAR ELEVATION
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8"12' - 1 1/8"21' - 1 7/8"SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
BOARD & BATTEN
CEMENTITIOUS SIDING
ANODIZED ALUMINUM
STOREFRONT WINDOWS
65' - 0"2' - 0"
67' - 0"BUILDING HEIGHT33' - 11"CEMENTITIOUS SHAKE SIDING
CEMENTITIOUS SHAKE SIDING
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
STRUCTURAL STEEL POST
SYNTHETIC STONE VENEER
CEMENTITIOUS SIDING
ANODDIZED ALUMINUM
STOREFRONT WINDOWS
34' - 3"15' - 4"2' - 4"17' - 7 1/2"3' - 1"16' - 3 1/2"6' - 5"47' - 8"
143' - 0"21' - 1 7/8"12' - 1 1/8"8"BUILDING HEIGHT33' - 11"BOARD & BATTEN
SYNTHETIC
STONE VENEER
22' - 6"1' - 6"
24' - 0"
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
STONE
MATERIAL LEGEND
These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:25 PMA-7CLUBHOUSE ELEVATIONS1/8" = 1'-0"A-7
3 CLUBHOUSE EAST ELEVATION
1/8" = 1'-0"A-7
1 CLUBHOUSE NORTH ELEVATION
1/8" = 1'-0"A-7
2 CLUBHOUSE COURTYARD WEST ELEVATION
A-7
4 CLUBHOUSE PERSPECTIVE
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SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
STRUCTURAL
STEEL POST
DECORATIVE BREEZE BLOCK
SYNTHETIC STONE VENEER
CEMENTITIOUS SIDING FASCIA
DECORATIVE BREEZE BLOCK
111' - 5 1/2"1' - 10"7' - 1"2' - 3"
120' - 4 1/2"12' - 1 1/8"8"MECHANICAL SCREENING
BUILDING HEIGHT33' - 11"UTILITY EQUIPMENT
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
CEMENTITIOUS SIDING FASCIA
BOARD & BATTEN
SYNTHETIC STONE VENEER
CEMENTITIOUS SIDING FASCIA
ANODIZED ALUMINUM
STOREFRONT SYSTEM
20' - 0"29' - 6 1/2"44' - 4 1/2"49' - 1"21' - 1 7/8"12' - 1 1/8"8"BUILDING HEIGHT33' - 11"143' - 0"
MECHANICAL SCREENING
SYNTHETIC STONE VENEER
CEMENTITIOUS SIDING FASCIA DECORATIVE BREEZE BLOCK
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
59' - 1"8"12' - 1 1/8"DECORATIVE BREEZE BLOCK
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
STONE
MATERIAL LEGEND
These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:30 PMA-8CLUBHOUSE ELEVATIONS1/8" = 1'-0"A-8
3 CLUBHOUSE WEST ELEVATION
1/8" = 1'-0"A-8
1 CLUBHOUSE SOUTH ELEVATION
1/8" = 1'-0"A-8
2 CLUBHOUSE COURTYARD EAST ELEVATION
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ANODIZED ALUMINUM
STOREFRONT WINDOWS
CEMENTITIOUS SHAKE
SIDING
DIMENSIONAL ASPHALT SHINGLES
BOARD & BATTEN
WHITE VINYL WINDOWS
CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER9' - 0"9' - 1 1/8"11' - 7 7/8"8"BUILDING HEIGHT30' - 5"CANOPY AND STRUCTURAL STEEL
AT PRIMARY RESIDENTIAL ENTRY
1' - 6"18' - 6"49' - 10"
69' - 10"
CANOPY AND STRUCTURAL
STEEL COLUMNS AT PRIMARY
RESIDENTIAL ENTRY
CEMENTITIOUS SIDING
CEMENTITIOUS SHAKE
SIDING
SYNTHETIC STONE VENEER9' - 0"9' - 1 1/8"11' - 7 7/8"8"BUILDING HEIGHT30' - 5"WHITE VINYL
WINDOWS
9' - 0 1/2"3' - 6"37' - 0"1' - 6"
42' - 0"
CEMENTITIOUS SHAKE
SIDING
SYNTHETIC STONE
VENEER
CEMENTITIOUS SHAKE SIDING
ANODIZED ALUMINUM
STOREFRONT WINDOWS9' - 0"9' - 1 1/8"11' - 7 7/8"8"BUILDING HEIGHT30' - 5"WHITE VINYL
WINDOWS
20' - 5 1/2"21' - 6 1/2"9' - 0 1/2"
42' - 0"
CANOPY AND STRUCTURAL
STEEL COLUMNS AT PRIMARY
RESIDENTIAL ENTRY
8"11' - 7 7/8"9' - 1 1/8"9' - 0"METAL GARAGE DOOR
SYNTHETIC
STONE VENEER
WHITE VINYL
WINDOWS
CEMENTITIOUS SHAKE SIDING DIMENSIONAL ASPHALT SHINGLES CEMENTITIOUS SIDING FASCIA
BOARD & BATTEN
ANODIZED ALUMINUM
STOREFRONT WINDOWSBUILDING HEIGHT30' - 5"20' - 0"12' - 10"3' - 0"34' - 0"
69' - 10"
UTILITY
EQUIPMENT
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
STONE
MATERIAL LEGEND
These drawings areinstruments of serviceprovided by NorthernEngineering Services,Inc. and are not to beused for any type ofconstruction unlesssigned and sealed by aProfessional Engineer inthe employ of NorthernEngineering Services, Inc.No.Revisions:By:Date:P. MANAGER:B. MATHISENDESIGNED BY:DRAWN BY:SCALE:DATE:09/14/2022PROJECT:514-003SheetTHE SAVOYFORT COLLINS: 301 North Howes Street, Suite 100, 80521GREELEY: 820 8th Street, 80631970.221.4158northernengineering.comE N G I N E ER N GIEHTRON RNNOT FOR CONSTRUCTIONREVIEW SET3/27/2023 3:16:41 PMA-93 PLEX ELEVATIONS1/8" = 1'-0"A-9
3 3-PLEX EAST ELEVATION
1/8" = 1'-0"A-9
1 3-PLEX NORTH ELEVATION
1/8" = 1'-0"A-9
2 3-PLEX SOUTH ELEVATION
1/8" = 1'-0"A-9
4 3-PLEX WEST ELEVATION
A-9
6 3-PLEX PERSPECTIVE
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