HomeMy WebLinkAboutTHE SAVOY - FDP230012 - SUBMITTAL DOCUMENTS - ROUND 3 - SITE, LANDSCAPE & ELEVATIONS PLANSSP-1
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NORTH
THE SAVOY
SHEET INDEX
A REPLAT OF TRACT A, BROOKFIELD FIRST REPLAT, LOCATED IN THE NORTHEAST QUARTER OF SECTION 4, TOWNSHIP 6 NORTH,
RANGE 68 WEST OF THE 6TH P.M., CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
1 SP-1 COVER SHEET
2 SP-2 SITE PLAN
3 L-1 LANDSCAPE COVER SHEET / OVERALL LANDSCAPE PLAN
4 - 6 L-2 - L-4 LANDSCAPE PLAN
7 L-5 PLANT SCHEDULE
8 L-6 HYDROZONE PLAN
9 L-7 AMENITY LAYOUT PLANS
10 - 12 L-8 - L-10 LANDSCAPE DETAILS
13 - 14 L-11 - L-12 WALKWAY SPINE PERSPECTIVES
15 - 16 A-1 - A-2 24 PLEX ELEVATIONS - CARRIBEAN CORAL
17 - 18 A-3 - A-4 24 PLEX ELEVATIONS - HARVEST GOLD
19 - 20 A-5 - A-6 36 PLEX ELEVATIONS - POWDER BLUE
21 - 22 A-7 - A-8 CLUBHOUSE ELEVATIONS
23 A-9 3 PLEX ELEVATIONS
24 A-10 CARPORT/PORTAL ELEVATIONS
25 A-11 TRASH ENCLOSURE ELEVATIONS
26 - 30 A-12 - A-16 ARCHITECTURAL PERSPECTIVES
31 - 32 A-17 - A-18 ARCHITECTURAL PERSPECTIVES
33 A-19 EXTERIOR MATERIALS BOARD
34 A-20 ENTRANCE AND RAILINGS
35 LP1 SITE LIGHTING PHOTOMETRIC
36 LP2 LIGHTING DETAILS
37 E1 ONE LINE DIAGRAM - 24 PLEX A AND 24 PLEX B
38 E2 ONE LINE DIAGRAM - 36 PLEX & 3 PLEX
39 E3 ONE LINE DIAGRAM - CLUBHOUSE
FINAL DEVELOPMENT PLAN FOR
SITE
SITE PLAN NOTES
1.REFER TO FINAL UTILITY PLANS FOR EXACT LOCATIONS AND CONSTRUCTION INFORMATION FOR STORM DRAINAGE STRUCTURES, UTILITY MAINS AND SERVICES, PROPOSED TOPOGRAPHY, STREET IMPROVEMENTS.
2.REFER TO THE SUBDIVISION PLAT AND UTILITY PLANS FOR EXACT LOCATIONS, AREAS AND DIMENSIONS OF ALL EASEMENTS, LOTS, TRACTS, STREETS, WALKS AND OTHER SURVEY INFORMATION.
3.THE PROJECT SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FINAL PLANS. AMENDMENTS TO THE PLANS MUST BE REVIEWED AND APPROVED BY THE CITY PRIOR TO THE IMPLEMENTATION OF ANY CHANGES TO THE PLANS.
4.ALL ROOFTOP AND GROUND MOUNTED MECHANICAL EQUIPMENT MUST BE SCREENED FROM VIEW FROM ADJACENT PROPERTY AND PUBLIC STREETS. IN CASES WHERE BUILDING PARAPETS DO NOT ACCOMPLISH SUFFICIENT SCREENING,
THEN FREE-STANDING SCREEN WALLS MATCHING THE PREDOMINANT COLOR OF THE BUILDING SHALL BE CONSTRUCTED. OTHER MINOR EQUIPMENT SUCH AS CONDUIT, METERS AND PLUMBING VENTS SHALL BE SCREENED OR PAINTED
TO MATCH SURROUNDING BUILDING SURFACES.
5.ALL CONSTRUCTION WITH THIS DEVELOPMENT PLAN MUST BE COMPLETED IN ONE PHASE UNLESS A PHASING PLAN IS SHOWN WITH THESE PLANS.
6.ALL EXTERIOR LIGHTING PROVIDED SHALL COMPLY WITH THE FOOT-CANDLE REQUIREMENTS IN SECTION 3.2.4 OF THE LAND USE CODE AND SHALL USE A CONCEALED, FULLY SHIELDED LIGHT SOURCE WITH SHARP CUT-OFF CAPABILITY SO
AS TO MINIMIZE UP-LIGHT, SPILL LIGHT, GLARE AND UNNECESSARY DIFFUSION.
7.SIGNAGE AND ADDRESSING ARE NOT PERMITTED WITH THIS PLANNING DOCUMENT AND MUST BE APPROVED BY SEPARATE CITY PERMIT PRIOR TO CONSTRUCTION. SIGNS MUST COMPLY WITH CITY SIGN CODE UNLESS A SPECIFIC
VARIANCE IS GRANTED BY THE CITY.
8.FIRE HYDRANTS MUST MEET OR EXCEED POUDRE FIRE AUTHORITY STANDARDS. ALL BUILDINGS MUST PROVIDE AN APPROVED FIRE EXTINGUISHING SYSTEM.
9.ALL BIKE RACKS PROVIDED MUST BE PERMANENTLY ANCHORED.
10.ALL SIDEWALKS AND RAMPS MUST CONFORM TO CITY STANDARDS. ACCESSABLE RAMPS MUST BE PROVIDED AT ALL STREET AND DRIVE INTERSECTIONS AND AT ALL DESIGNATED ACCESSABLE PARKING SPACES. ACCESSABLE PARKING
SPACES MUST SLOPE NO MORE THAN 1:48 IN ANY DIRECTION. ALL ACCESSIBLE ROUTES MUST SLOPE NO MORE THAN 1:20 IN DIRECTION OF TRAVEL AND WITH NO MORE THAN 1:48 CROSS SLOPE.
11.COMMON OPEN SPACE AREAS AND LANDSCAPING WITHIN RIGHT OF WAYS, STREET MEDIANS, AND TRAFFIC CIRCLES ADJACENT TO COMMON OPEN SPACE AREAS ARE REQUIRED TO BE MAINTAINED BY THE PROPERTY OWNER OF THE
COMMON AREA. THE PROPERTY OWNER IS RESPONSIBLE FOR SNOW REMOVAL ON ALL ADJACENT STREET SIDEWALKS AND SIDEWALKS IN COMMON OPEN SPACE AREAS.
12.DESIGN AND INSTALLATION OF ALL PARKWAY/TREE LAWN AND MEDIAN AREAS IN THE RIGHT-OF-WAY SHALL BE IN ACCORDANCE WITH CITY STANDARDS. UNLESS OTHERWISE AGREED TO BY THE CITY WITH THE FINAL PLANS, ALL ONGOING
MAINTENANCE OF SUCH AREAS IS THE RESPONSIBILITY OF THE OWNER/DEVELOPER.
13.PRIVATE CONDITIONS, COVENANTS, AND RESTRICTIONS (CC&R'S), OR ANY OTHER PRIVATE RESTRICTIVE COVENANT IMPOSED ON LANDOWNERS WITHIN THE DEVELOPMENT, MAY NOT BE CREATED OR ENFORCED HAVING THE EFFECT OF
PROHIBITING OR LIMITING THE INSTALLATION OF XERISCAPE LANDSCAPING, SOLAR/PHOTO-VOLTAIC COLLECTORS (IF MOUNTED FLUSH UPON ANY ESTABLISHED ROOF LINE), CLOTHES LINES (IF LOCATED IN BACK YARDS),
ODOR-CONTROLLED COMPOST BINS, OR WHICH HAVE THE EFFECT OF REQUIRING THAT A PORTION OF ANY INDIVIDUAL LOT BE PLANTED IN TURF GRASS.
14.ANY DAMAGED CURB, GUTTER AND SIDEWALK EXISTING PRIOR TO CONSTRUCTION, AS WELL AS STREETS, SIDEWALKS, CURBS AND GUTTERS, DESTROYED, DAMAGED OR REMOVED DUE TO CONSTRUCTION OF THIS PROJECT, SHALL BE
REPLACED OR RESTORED TO CITY OF FORT COLLINS STANDARDS AT THE DEVELOPER'S EXPENSE PRIOR TO THE ACCEPTANCE OF COMPLETED IMPROVEMENTS AND/OR PRIOR TO THE ISSUANCE OF THE FIRST CERTIFICATE OF
OCCUPANCY.
15.FIRE LANE MARKING: A FIRE LANE MARKING PLAN MUST BE REVIEWED AND APPROVED BY THE FIRE OFFICIAL PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. WHERE REQUIRED BY THE FIRE CODE OFFICIAL, APPROVED
SIGNS OR OTHER APPROVED NOTICES THAT INCLUDE THE WORDS NO PARKING FIRE LANE SHALL BE PROVIDED FOR FIRE APPARATUS ACCESS ROADS TO IDENTIFY SUCH ROADS OR PROHIBIT THE OBSTRUCTION THEREOF. THE MEANS BY
WHICH FIRE LANES ARE DESIGNATED SHALL BE MAINTAINED IN A CLEAN AND LEGIBLE CONDITION AT ALL TIMES AD BE REPLACED OR REPAIRED WHEN NECESSARY TO PROVIDE ADEQUATE VISIBILITY.
16.PREMISE IDENTIFICATION: AN ADDRESSING PLAN IS REQUIRED TO BE REVIEWED AND APPROVED BY THE CITY AND POUDRE FIRE AUTHORITY PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. UNLESS THE PRIVATE DRIVE IS
NAMED, MONUMENT SIGNAGE MAY BE REQUIRED TO ALLOW WAY_FINDING. ALL BUILDINGS SHALL HAVE ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE,
VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY, AND POSTED WITH A MINIMUM OF SIX_INCH NUMERALS ON A CONTRASTING BACKGROUND. WHERE ACCESS IS BY MEANS OF A PRIVATE ROAD AND THE BUILDING CANNOT BE
VIEWED FROM THE PUBLIC WAY, A MONUMENT, POLE OR OTHER SIGN OR MEANS SHALL BE USED TO IDENTIFY THE STRUCTURE.
17.AT THE PLANNING AND ZONING COMMISSIONS NOVEMBER 17, 2022 REGULAR MEETING A, MODIFICATION OF STANDARD TO 3.8.30(D)(2) BLOCK SIZE WAS APPROVED TO ALLOW FOR THE PROJECT TO EXCEED THE MAXIMUM MULTI_FAMILY BLOCK
SIZE OF 7-ACRES BY PROVIDING ENHANCED PEDESTRIAN CONNECTIVITY THROUGH THE SITE. ELEMENTS OF THE ENHANCED CONNECTIVITY INCLUDE A 35-FOOT PEDESTRIAN CORRIDOR THAT BISECTS THE SITE EAST/WEST. THE CORRIDOR
FEATURES ENTRY PORTALS, ENHANCED PEDESTRIAN CROSSINGS WITHIN THE PARKING AREA, LANDSCAPING, AMONGST OTHERS. ADDITIONALLY THE PLAN PROVIDED ENHANCED CONNECTIVITY INTO THE CENTRAL FEATURE AND GATHERING
SPACE THROUGH A NORTH/SOUTH CONNECTION.
PLANNING CERTIFICATE
OWNER'S CERTIFICATE
VICINITY MAP
AREA COVERAGE
SCALE: NTS
THE UNDERSIGNED DOES/DO HEREBY CERTIFY THAT I/WE ARE THE LAWFUL OWNERS OF THE REAL
PROPERTY DESCRIBED ON THIS SITE PLAN AND DO HEREBY CERTIFY THAT I/WE ACCEPT THE
CONDITIONS AND RESTRICTIONS SET FORTH ON SAID SITE PLAN.
______________________________________________________________
OWNER (SIGNED)
______________________________________
DATE
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE ME
THIS ______________ DAY OF ______________ A.D., 20____. BY
_________________________________________________________________________________________________________
(PRINT NAME)
AS __________________________________________________________
MY COMMISSION EXPIRES: _____________________________________
WITNESS MY HAND AND OFFICIAL SEAL.
___________________________________________________
NOTARY PUBLIC
___________________________________________________
ADDRESS
APPROVED BY THE DIRECTOR OF COMMUNITY DEVELOPMENT AND
NEIGHBORHOOD SERVICES OF THE CITY OF FORT COLLINS, COLORADO
ON THIS _______ DAY OF _______, 20__.
____________________________________________________________
Director Signature
GROSS
AREA (SF)%
RESIDENTIAL BUILDING
COVERAGE 83,644 19.80
MIXED-USE BUILDING COVERAGE 7,982 1.89
DRIVES AND PARKING
(EXCLUDES PUBLIC ROW)113,698 26.91
OPEN SPACE AND LANDSCAPE
(EXCLUDES PUBLIC ROW)104,321 24.69
HARDSCAPE
(EXCLUDES PUBLIC ROW)44,388 10.51
PUBLIC STREET RIGHT-OF-WAY 0.00
HARDSCAPE 9,868 2.34
DRIVES AND PARKING 31,813 7.53
LANDSCAPE 26,734 6.33
TOTAL GROSS COVERAGE 422,448 100.00
NET
AREA (SF)%
RESIDENTIAL 83,644 23.63
MIXED-USE 7,982 2.25
DRIVES AND PARKING 113,698 32.12
OPEN SPACE AND LANDSCAPE 104,321 29.47
HARSCAPES (WALKS &
PLAZAS)44,388 12.54
TOTAL NET COVERAGE 354,033 100.00
LAND USE CHART
Sheet
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EXISTING ZONING H-C
GROSS NET
GROSS AREA 422,448 SF (9.69 AC)NET AREA 354,003 SF (8.13 AC)
TOTAL DWELLING UNITS 243 TOTAL DWELLING UNITS 243
GROSS DENSITY 25.1 DU/AC NET DENSITY 29.9 DU/AC
BUILDING HEIGHT
36 PLEX 42’-4” (3 STORIES)
24 PLEX 37'-9” (3 STORIES)
CLUBHOUSE
33’-11” (1.5 STORIES)
3 PLEX/MAIL
LOUNGE 30’-5” (2 STORIES)
DWELLING UNIT BREAKDOWN
UNIT TYPE DWELLING UNITS TOTAL BEDROOMS PERCENTAGE
STUDIO 39 39 16%
ONE BEDROOM 108 108 44%
TWO BEDROOM 96 192 40%
TOTALS 243 339 100%
PROJECT PARKING
REQUIRED*PROVIDED
STANDARD SPACES 389 SPACES 258 SPACES
COMPACT SPACES 155 SPACES (39.9% OF TOTAL)
ACCESSIBLE SPACES**8 SPACES 8 SPACES
*REQUIRED SPACES CALCULATED AS FOLLOWS:
STUDIO/1 BED:147 DU X 1.5 SPACES = 221 SPACES
2 BED: 96 X 1.75 SPACES = 168 SPACES
**ACCESSIBLE SPACES ARE INCLUDED IN THE OVERALL PROVIDED TOTAL
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7' SIDEWALK
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LE FEVRE DRIVE IMPROVEMENTS
(SEE UTILITY PLANS FOR DESIGN)
8 SPACES @ 9' ≈ 72'
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
TRANSFORMER
TRANSFORMER
DRAINAGE
EASEMENT
RAIN GARDEN
FOREBAY (TYP.)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
TRASH ENCLOSURE
(SEE ARCH. PLANS)
ENHANCED PEDESTRIAN
CROSSING (SEE LANDSCAPE
PLANS FOR DETAILS)
ENHANCED PEDESTRIAN CROSSING
(SEE LANDSCAPE PLANS FOR DETAILS)
LIGHTED
BOLLARD
(TYP.)
BENCH (TYP.)
PEDESTRIAN
PORTAL
PEDESTRIAN
PORTAL (TYP.)
BENCH (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
LE FEVRE DRIVE IMPROVEMENTS
(SEE UTILITY PLANS FOR DESIGN)
6' SIDEWALK
COVERED
BIKE RACKS
(16 SPACES)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)
BIKE RACKS
(8 SPACES)
COVERED
BIKE RACKS
(54 SPACES)
BIKE RACKS
(20 SPACES)
PEDESTRIAN PORTAL
CAR PORT
CAR PORT
PEDESTRIAN PORTAL
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
5' SIDEWALK (TYP.)
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
TRANSFORMER
TRANSFORMER
TRANSFORMER
TRANSFORMER
5' SIDEWALK
8.5'
SIDEWALK
5' SIDEWALK
CAR PORT
CAR PORT
CAR PORT
CAR PORT
FIRE HYDRANT
7.5' SIDEWALK (TYP.)
7.5' SIDEWALK (TYP.)
7.5' SIDEWALK (TYP.)
CAR PORT
CAR PORT
CAR PORT
6' SIDEWALK
5' SIDEWALK
DRAINAGE
EASEMENT
PEDESTRIAN PORTAL
24 MC-7200
STORMTECH
CHAMBERS
4 SPACES @
9' ≈ 36'
ENHANCED PEDESTRIAN
CROSSING (SEE LANDSCAPE
PLANS FOR DETAILS)
COVERED
BIKE RACKS
(22 SPACES)
COVERED
BIKE RACKS
(26 SPACES)
TRANSFORMER
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
BIKE RACKS
(8 SPACES)
COVERED
BIKE RACKS
(56 SPACES)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
GAS METERS (TYP.)
ELECTRIC
METERS (TYP.)
DRAINAGE
EASEMENT
BIKE RACKS
(16 SPACES)
BIKE RACKS
(16 SPACES)
BIKE RACKS
(16 SPACES)
BIKE RACKS
(8 SPACES)
5'
63' R.O.W
53' R.O.W
36' -
30'
FL-FL
5' CRUSHER FINES
MAINTENANCE PATH
53' R.O.W
53' R.O.W
30' MAX SETBACK
30'
FL-FL
30'
FL-FL
7'23'
24'
DRIVE
AISLE
17' (TYP.)
17' (TYP.)
17' (TYP.)
17' (TYP.)
48'
120'
FL-FL
17' (TYP.)
38'
24'
DRIVE
AISLE
24'
DRIVE
AISLE
37' FL-FL
24'
DRIVE
AISLE
24'
DRIVE
AISLE
24'
EMERGENCY
ACCESS
EASEMENT
17' (TYP.)
24'
DRIVE
AISLE
23'
7'
23'
7'
24' EMERGENCY
ACCESS AND UTILITY
EASEMENT
17' (TYP.)
17' (TYP.)
24'
DRIVE
AISLE
24'
DRIVE
AISLE
24'
DRIVE
AISLE
3 SPACES
@ 8' = 24'
5
S
P
A
C
E
S
@
9
'
=
4
5
'
3 SPACES
@ 8' = 24'
5
S
P
A
C
E
S
@
9
'
=
4
5
'
9 SPACES @ 9' = 81'
2 SPACES @ 9' = 18'
1 SPACE w/ 5'
HANDICAP LANDING@ 14'
6 SPACES @ 8' = 48'
1 SPACE w/ HANDICAP
@ 9' = 13'
5 SPACES @ 9' = 45'
5 SPACES @ 9' = 45'4 SPACES
@ 8' = 32'
7 SPACES @ 9' = 63'
9 SPACES @ 8' = 80'
10 SPACES @ 8' = 80'13 SPACES @ 8' = 104'
4 SPACES
@ 9' = 36'
8 SPACES @ 8' = 64'
5
S
P
A
C
E
S
9
'
=
4
5
'
2 SPACES
@ 8' = 16'
2 SPACES
@ 8' = 16'
7
S
P
A
C
E
S
@
9
'
=
6
3
'
5
S
P
A
C
E
S
@
9
'
=
4
5
'
3 SPOTS
@ 8' = 24'
3 SPOTS
@ 8' = 24'
5
S
P
A
C
E
S
@
9
'
=
4
5
'
5
S
P
A
C
E
S
@
9
'
=
4
5
'
4
S
P
A
C
E
S
@
9
'
=
3
6
'
11 SPACES @ 8' = 88'
8
S
P
A
C
E
S
@
9
'
=
7
2
'
2 SPACES
@ 8' = 16'
9
S
P
A
C
E
S
@
9
'
=
8
1
'
7
S
P
A
C
E
S
@
9
'
=
6
3
'
2 SPACES
@ 8' = 16'
17' (TYP.)
7
S
P
A
C
E
S
@
9
'
=
6
3
'
19'19'
2 SPACES
@ 9' = 18'
5
S
P
A
C
E
S
@
8
'
=
4
0
'
2 SPACES
@ 9' = 18'
5
S
P
A
C
E
S
@
8
'
=
4
0
'
9 SPACES @9' = 81'5 SPACES @ 9' = 45'
8 SPACES @ 9' = 72'
24'
DRIVE
AISLE
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
30' SETBACK
(MAX.)
19'19'
9 SPACES @ 8' = 72'
1 SPACE @ 8' w/ 8' VAN
HANDICAP LANDING = 16'
9 SPACES @ 8' = 72'
17'
(TYP.)
17'
(TYP.)
10' UTILITY
EASEMENT
30'
DRAINAGE
AND
UTILITY
EASEMENT
7
S
P
A
C
E
S
@
8
'
=
5
6
'
5 SPACES @
8' = 40'
5 SPACES @
8' = 40'
4 SPACES
@ 9' = 36'
4 SPACES
@ 9' = 36'
5
S
P
A
C
E
S
@
8
'
4
0
'
9
S
P
A
C
E
S
@
9
'
=
8
1
'
35'38'
35'
7 SPACES @ 9' = 63'4 SPACES @ 9'=27'
3 SPACES @
9' = 27'
3 SPACES @
9' = 27'
5
S
P
A
C
E
S
@
8
'
=
4
0
'
5
S
P
A
C
E
S
@
8
'
=
4
0
'
7
S
P
A
C
E
S
@
9
'
=
6
3
'
3 SPACES @
9' = 27'
5
S
P
A
C
E
S
@
8
'
=
4
0
'
40'
FL-FL
35'
35'
(FENCE LINE)
30'
2 SPACES w/ 5' HANDICAP
LANDING @ 9' = 23'
1 SPACE
@ 8'
9'
5
S
P
A
C
E
S
@
9
'
=
4
5
'
7 SPACES @ 9' = 63'
11 SPACES
@ 9' = 99'
1 SPACE
@ 9'
10' UTILITY EASEMENT
26'
UTILITY
EASEMENT
10' UTILITY
EASEMENT
4.5' UE
24'
DRIVE
AISLE
5' SIDEWALK
9'
8'
1 SPACE @ 8' w/ 8' VAN
HANDICAP LANDING = 16'
9'
1 SPACE @ 9' w/ 5'
HANDICAP LANDING = 14'
9'
9'
1 SPACE @ 9' w/ 5'
HANDICAP LANDING = 14'
11 SPACES
@ 9' = 99'
3 SPACES @ 8' = 24'
1 SPACE @ 9' w/ 5'
HANDICAP LANDING = 14'
BENCH (TYP.)
ELECTRIC
METERS (TYP.)
GAS METERS (TYP.)
GAS METERS (TYP.)
BIKE RACKS
(8 SPACES)
COVERED
BIKE RACKS
(20 SPACES)
24'
EMERGENCY ACCESS
EASEMENT
24'
EAE
24' EMERGENCY
ACCESS AND
UTILITY EASEMENT
SANITARY SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY
SERVICE (TYP.)
SANITARY SERVICE (TYP.)
SANITARY
SERVICE
(TYP.)
WATER SERVICE
AND METER (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
FIRE SERVICE (TYP.)
SANITARY SERVICE (TYP.)
WATER SERVICE
AND METER (TYP.)
SANITARY SERVICE (TYP.)
FOREBAY (TYP.)
30' SETBACK
(MAX.)
2 SPACES @ 8' = 16'
10' UTILITY
EASEMENT
3' UTILITY
EASEMENT8' UTILITY
EASEMENT
24'
EMERGENCY
ACCESS
AND UTILITY
EASEMENT
10' UTILITY
EASEMENT
15' UTILITY
EASEMENT
10' UTILITY EASEMENT
13' UTILITY EASEMENT 24' EMERGENCY
ACCESS EASEMENT
ENHANCED PEDESTRIAN
CROSSING (SEE LANDSCAPE
PLANS FOR DETAILS)
ENHANCED PEDESTRIAN
CROSSING (SEE LANDSCAPE
PLANS FOR DETAILS)
2' BUFFER
PEDESTRIAN PORTAL
36 UNITS
36-PLEX
COLOR: POWDER BLUE
3
U
N
I
T
S
3-
P
L
E
X
CO
L
O
R
:
H
A
R
V
E
S
T
G
O
L
D
36 UNITS
36-PLEX
COLOR: PLYMOUTH GREEN
24
U
N
I
T
S
24
-
P
L
E
X
-
A
CO
L
O
R
:
C
A
R
I
B
B
E
A
N
C
O
R
A
L
24
U
N
I
T
S
24
-
P
L
E
X
-
B
CO
L
O
R
:
H
A
R
V
E
S
T
G
O
L
D
36 UNITS
36-PLEX
COLOR: PLYMOUTH GREEN
24 UNITS
24-PLEX-A
COLOR: HARVEST GOLD
36
U
N
I
T
S
36
-
P
L
E
X
CO
L
O
R
:
P
O
W
D
E
R
B
L
U
E
24
U
N
I
T
S
24
-
P
L
E
X
-
A
CO
L
O
R
:
C
A
R
I
B
B
E
A
N
C
O
R
A
L
COLOR: HARVEST GOLD
CLUBHOUSE
DECORATIVE FENCING
(TYP.) SEE LANDSCAPE
PLANS
DECORATIVE FENCING
(TYP.) SEE LANDSCAPE
PLANS
5' SIDEWALK
DECORATIVE FENCING
(TYP.) SEE LANDSCAPE
PLANS
DECORATIVE FENCING
(TYP.) SEE LANDSCAPE
PLANS
DECORATIVE FENCING
(TYP.) SEE LANDSCAPE
PLANS
8' SIDEWALK
DECORATIVE FENCING
(TYP.) SEE LANDSCAPE
PLANS
SP-2
SI
T
E
P
L
A
N
2
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
0
1 INCH = 30 FEET
30 30 60 90
NOTES:
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
6" W
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
EXISTING TELEPHONE PEDESTAL
PROPOSED LIGHTED BOLLARD
ST
W
SS
PROPOSED R.O.W
EXISTING CABLE CTV
PROPOSED UNDERDRAIN UD
PROPOSED GAS G
PROPOSED ELECTRIC E
EXISTING ELECTRIC E
FPROPOSED FIRE SERVICE
PROPOSED GAS METER
PROPOSED ELECTRIC METER
EXISTING CURB & GUTTER
1.CURVES AND LINES ARE MEASURED AT FLOWLINE, CENTERLINE OR EDGE OF WALK.
2.ATTACHED WALK WIDTHS ARE FROM FLOWLINE.
3.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
4. 168 COVERED BIKE RACKS AND 96 UNCOVERED BIKE RACKS ARE BEING
PROPOSED.
5. 384 PARKING STALLS PROVIDED EXCLUDING ROW PARKING. 384 PARKING STALLS
REQUIRED.
6.REFER TO UTILITY PLANS FOR CURB TYPES, RAMP TYPES, UTILITY DESIGN, ETC.
7.REFER TO LANDSCAPE SHEETS FOR LANDSCAPING REQUIREMENTS.
IPROPOSED IRRIGATION SERVICE
PROPOSED STREET LIGHT
CONCRETE PAVING
ASPHALT PAVING
ACCESS DRIVES/ HEAVY DRIVE AREAS
PARKING AREAS
KEYMAP
24'
SP-2
Sheet
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SITE
VICINITY MAP
OVERALL LANDSCAPE PLAN
SHEET INDEX:
L-1 LANDSCAPE COVER SHEET
/ OVERALL LANDSCAPE PLAN
L-2 LANDSCAPE PLAN
L-3 LANDSCAPE PLAN
L-7
LANDSCAPE DETAILSL-8
LANDSCAPE DETAILS
LANDSCAPE AREA CALCULATIONS
TOTAL LANDSCAPE AREA
L-4
PLANT SCHEDULEL-5
HYDROZONE PLANL-6
AMENITY LAYOUT PLANS
PARKING LOT LANDSCAPE
AREA # OF PARKING SPACES TREES / SHRUBS PROVIDED
SURFACE
PARKING LOT 389 40 TREES & 389 SHRUBS
PUBLIC STREET RIGHT OF WAY LANDSCAPE
L-2
L-3
L-4.1
L-4.2
Sheet
of 39
N
O
T
F
O
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N
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U
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I
O
N
R
E
V
I
E
W
S
E
T
L-1
##
#
#
#
#
#
#
#
SCALE 1"= 60'
60'0'60'120'
NORTH
L-9
LANDSCAPE DETAILS
LANDSCAPE NARRATIVE
SAVOY APARTMENTS HELPS DEFINE THE CITY AS A HIGH QUALITY, CONNECTED RESIDENTIAL DEVELOPMENT. THE LANDSCAPE INTENT FOR THE PROPOSED SAVOY
DEVELOPMENT IS TO ENHANCE THE OVERALL SITE PLAN, ARCHITECTURE AND ADJACENT DEVELOPMENTS WHILE ALSO FOCUSING ON LANDSCAPING TECHNIQUES SPECIFIC TO
RELEVANT CONDITIONS OCCURRING IN COLORADO'S FRONT RANGE.
LANDSCAPING SHALL BE USED TO ENCLOSE STREET CORRIDORS HELPING TO CREATE A SENSE OF PLACE, ENHANCE ENTRIES INTO THE SITE, PROVIDE SCREENING FOR PRIVACY
AND PARKING, ACCENT AND ANCHOR ARCHITECTURAL FEATURES AND REINFORCE PEDESTRIAN CIRCULATION PATHS.
PLANTS WILL BE SELECTED AND ARRANGED ACCORDING TO THE CITY OF FORT COLLINS RECOMMENDED PLANT LIST BASED ON WATER USAGE AND PHYSICAL CONDITIONS OF
THE SITE. WATER USAGE FOR THE ENTIRE SITE WILL NOT EXCEED 15 GAL/S.F./SEASON.
1.PLANT QUALITY: ALL PLANT MATERIAL SHALL BE A-GRADE OR NO. 1 GRADE –
FREE OF ANY DEFECTS, OF NORMAL HEALTH, HEIGHT, LEAF DENSITY AND
SPREAD APPROPRIATE TO THE SPECIES AS DEFINED BY THE AMERICAN
ASSOCIATION OF NURSERYMEN (AAN) STANDARDS. ALL TREES SHALL BE BALL
AND BURLAP OR EQUIVALENT.
2.IRRIGATION: ALL LANDSCAPE AREAS WITHIN THE SITE INCLUDING TURF, SHRUB
BEDS AND TREE AREAS SHALL BE IRRIGATED WITH AN AUTOMATIC IRRIGATION
SYSTEM.THE IRRIGATION PLAN MUST BE REVIEWED AND APPROVED BY THE
CITY OF FORT COLLINS WATER UTILITIES DEPARTMENT PRIOR TO THE ISSUANCE
OF A BUILDING PERMIT. ALL TURF AREAS SHALL BE IRRIGATED WITH AN
AUTOMATIC POP-UP IRRIGATION SYSTEM. ALL SHRUB BEDS AND TREES,
INCLUDING IN NATIVE SEED AREAS, SHALL BE IRRIGATED WITH AN AUTOMATIC
DRIP (TRICKLE) IRRIGATION SYSTEM, OR WITH AN ACCEPTABLE ALTERNATIVE
APPROVED BY THE CITY WITH THE IRRIGATION PLANS. THE IRRIGATION SYSTEM
SHALL BE ADJUSTED TO MEET THE WATER REQUIREMENTS OF THE INDIVIDUAL
PLANT MATERIAL. IRRIGATION SYSTEMS TO BE TURNED OVER TO THE CITY
PARKS DEPARTMENT FOR MAINTENANCE MUST BE APPROVED BY THE PARKS
MANAGER AND MEET PARKS IRRIGATION STANDARDS. DESIGN REVIEW SHALL
OCCUR DURING UTILITIES DEPARTMENT IRRIGATION REVIEW PRIOR TO THE
ISSUANCE OF A BUILDING PERMIT AND CONSTRUCTION OBSERVATION AND
INSPECTION BY PARKS SHALL BE INCORPORATED INTO THE CONSTRUCTION
PROCESS.
3.TOPSOIL: TO THE MAXIMUM EXTENT FEASIBLE, TOPSOIL THAT IS REMOVED
DURING CONSTRUCTION ACTIVITY SHALL BE CONSERVED FOR LATER USE ON
AREAS REQUIRING REVEGETATION AND LANDSCAPING.
4.SOIL AMENDMENTS: SOIL AMENDMENTS SHALL BE PROVIDED AND DOCUMENTED
IN ACCORDANCE WITH CITY CODE SECTION 12-132. THE SOIL IN ALL LANDSCAPE
AREAS, INCLUDING PARKWAYS AND MEDIANS, SHALL BE THOUGHLY LOOSENED
TO A DEPTH OF NOT LESS THAN EIGHT(8) INCHES AND SOIL AMENDMENT SHALL
BE THOROUGHLY INCORPORATED INTO THE SOIL OF ALL LANDSCAPE AREAS TO
A DEPTH OF AT LEAST SIX(6) INCHES BY TILLING, DISCING OR OTHER SUITABLE
METHOD, AT A RATE OF AT LEAST THREE (3) CUBIC YARDS OF SOIL AMENDMENT
PER ONE THOUSAND (1,000) SQUARE FEET OF LANDSCAPE AREA. PRIOR TO THE
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY, A WRITTEN CERTIFICATION
MUST BE SUBMITTED TO THE CITY THAT ALL PLANTED AREAS, OR AREAS TO BE
PLANTED, HAVE BEEN THOROUGHLY LOOSENED AND THE SOIL AMENDED,
CONSISTENT WITH THE REQUIREMENTS SET FORTH IN SECTION 12-132.
5.INSTALLATION AND GUARANTEE: ALL LANDSCAPING SHALL BE INSTALLED
ACCORDING TO SOUND HORTICULTURAL PRACTICES IN A MANNER DESIGNED TO
ENCOURAGE QUICK ESTABLISHMENT AND HEALTHY GROWTH. ALL LANDSCAPING
FOR EACH PHASE MUST BE EITHER INSTALLED OR THE INSTALLATION MUST BE
SECURED WITH AN IRREVOCABLE LETTER OF CREDIT, PERFORMANCE BOND, OR
ESCROW ACCOUNT FOR 125% OF THE VALUATION OF THE MATERIALS AND
LABOR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY FOR ANY
BUILDING IN SUCH PHASE.
6.MAINTENANCE: TREES AND VEGETATION, IRRIGATION SYSTEMS, FENCES, WALLS
AND OTHER LANDSCAPE ELEMENTS WITH THESE FINAL PLANS SHALL BE
CONSIDERED AS ELEMENTS OF THE PROJECT IN THE SAME MANNER AS
PARKING, BUILDING MATERIALS AND OTHER SITE DETAILS. THE APPLICANT,
LANDOWNER OR SUCCESSORS IN INTEREST SHALL BE JOINTLY AND SEVERALLY
RESPONSIBLE FOR THE REGULAR MAINTENANCE OF ALL LANDSCAPING
ELEMENTS IN GOOD CONDITION. ALL LANDSCAPING SHALL BE MAINTAINED FREE
FROM DISEASE, PESTS, WEEDS AND LITTER, AND ALL LANDSCAPE STRUCTURES
SUCH AS FENCES AND WALLS SHALL BE REPAIRED AND REPLACED
PERIODICALLY TO MAINTAIN A STRUCTURALLY SOUND CONDITION.
7.REPLACEMENT: ANY LANDSCAPE ELEMENT THAT DIES, OR IS OTHERWISE
REMOVED, SHALL BE PROMPTLY REPLACED IN ACCORDANCE WITH THE
REQUIREMENTS OF THESE PLANS.
8.THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS
AND UTILITIES:
40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS
15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS
10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES
6 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER SERVICE LINES.
4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES
4 FEET BETWEEN TREES AND GAS LINES
9.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM
THE EDGES OF DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a).
10.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT
DISTANCE CRITERIA AS SPECIFIED BY THE CITY OF FORT COLLINS. NO
STRUCTURES OR LANDSCAPE ELEMENTS GREATER THAN 24" SHALL BE
ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE
EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT
LEAST 6' FROM GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR
EASEMENT MUST BE NOT MORE THAN 42" IN HEIGHT AND OF AN OPEN DESIGN.
11.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL
PLAN ELEMENTS SO THAT THE PROPOSED GRADING, STORM DRAINAGE, AND
OTHER DEVELOPMENT IMPROVEMENTS DO NOT CONFLICT WITH NOR PRECLUDE
INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON THIS PLAN.
12.MINOR CHANGES IN SPECIES AND PLANT LOCATIONS MAY BE MADE DURING
CONSTRUCTION -- AS REQUIRED BY SITE CONDITIONS OR PLANT AVAILABILITY.
OVERALL QUANTITY, QUALITY, AND DESIGN CONCEPT MUST BE CONSISTENT
WITH THE APPROVED PLANS. IN THE EVENT OF CONFLICT WITH THE QUANTITIES
INCLUDED IN THE PLANT LIST, SPECIES AND QUANTITIES ILLUSTRATED SHALL BE
PROVIDED. ALL CHANGES OF PLANT SPECIES AND LOCATION MUST HAVE
WRITTEN APPROVAL BY THE CITY PRIOR TO INSTALLATION.
13.ALL PLANTING BEDS SHALL BE MULCHED TO A MINIMUM DEPTH OF THREE
INCHES.
GENERAL LANDSCAPE NOTES:
AREA REQUIREMENT LINEAR FEET TREES REQUIRED TREES PROVIDED
PERIMETER
DRIVE
1 TREE PER 40
LINEAR FEET 2400 60 60 L-10
LANDSCAPE PLAN
3
3
4
5
9
10
6
7
8
11
12
WALKWAY SPINE PERSPECTIVESL-11
WALKWAY SPINE PERSPECTIVESL-12
13
14
La
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TOTAL AREA:363,116 SQFT / 8.336 ACRES
TOTAL LANDSCAPED AREA PROVIDED:91,833 SQFT
TREES PROVIDED:417
SHRUBS PROVIDED:1,886
GRASSES AND PERENNIALS:2,452
STREET TREE NOTES:
1.A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE
ANY TREES OR SHRUBS AS NOTED ON THIS PLAN ARE PLANTED,
PRUNED OR REMOVED IN THE PUBLIC RIGHT-OF-WAY. THIS INCLUDES
ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND OTHER
CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND
SPECIES TO BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A
VIOLATION OF THE CITY OF FORT COLLINS CODE SUBJECT TO CITATION
(SECTION 27-31) AND MAY ALSO RESULT IN REPLACING OR
RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
2.CONTACT THE CITY FORESTER TO INSPECT ALL STREET TREE
PLANTINGS AT THE COMPLETION OF EACH PHASE OF THE
DEVELOPMENT. ALL MUST BE INSTALLED AS SHOWN ON THE
LANDSCAPE PLAN. APPROVAL OF STREET TREE PLANTING IS
REQUIRED BEFORE FINAL APPROVAL OF EACH PHASE.
3.STREET LANDSCAPING, INCLUDING STREET TREES, SHALL BE
SELECTED IN ACCORDANCE WITH ALL CITY CODES AND POLICIES. ALL
TREE PRUNING AND REMOVAL WORKS SHALL BE PERFORMED BY A
CITY OF FORT COLLINS LICENSED ARBORS WHERE REQUIRED BY
CODE.STREET TREES SHALL BE SUPPLIED AND PLANTED BY THE
DEVELOPER USING A QUALIFIED LANDSCAPE CONTRACTOR.
4.THE DEVELOPER SHALL REPLACE DEAD OR DYING STREET
TREES AFTER PLANTING UNTIL FINAL MAINTENANCE INSPECTION AND
ACCEPTANCE BY THE CITY OF FORT COLLINS FORESTRY DIVISION.
ALL STREET TREES IN THE PROJECT MUST BE ESTABLISHED, WITH AN
APPROVED SPECIES AND OF ACCEPTABLE CONDITION PRIOR TO
ACCEPTANCE.
5.SUBJECT TO APPROVAL BY THE CITY FORESTER -- STREET
TREE LOCATIONS MAY BE ADJUSTED TO ACCOMMODATE DRIVEWAY
LOCATIONS, UTILITY SEPARATIONS BETWEEN TREES, STREET SIGNS
AND STREET LIGHTS. STREET TREES TO BE CENTERED IN THE MIDDLE
OF THE LOT TO THE EXTENT FEASIBLE. QUANTITIES SHOWN ON PLAN
MUST BE INSTALLED UNLESS A REDUCTION IS APPROVED BY THE CITY
TO MEET SEPARATION STANDARDS.
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND
OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO
BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
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CAR PORT, TYP.
DOG WASTE STATION
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STOP SIGN: NO TREE WITHIN 50' APPROACH
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METAL ACCENT PANEL, TYP.
SCALE 1"= 20'
20'0'20'40'
NORTH
LANDSCAPE PLAN 2
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LEGEND
DECIDUOUS TREE
ORNAMENTAL TREE
EVERGREEN TREE
SHRUBS
SOD
5' NO IRRIGATION
ROCK MULCH
NATIVE SEED
WALL
FENCE
BIKE RACK
BENCH
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SEE LP-3 SEE LP-3
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NOTES
THE FOLLOWING SEPARATIONS SHALL
BE PROVIDED BETWEEN TREES/SHRUBS
AND UTILITIES:
·40 FEET BETWEEN CANOPY TREES
AND STREET LIGHTS.
·15 FEET BETWEEN ORNAMENTAL
TREES AND STREETLIGHTS.
·10 FEET BETWEEN TREES AND
PUBLIC WATER, SANITARY AND
STORM SEWER MAIN LINES.
·6 FEET BETWEEN TREES AND
WATER, SANITARY AND STORM
SEWER SERVICE LINES.
·4 FEET BETWEEN SHRUBS AND
PUBLIC WATER AND SANITARY AND
STORM SEWER LINES.
·4 FEET BETWEEN TREES AND GAS
LINES.
1.ALL STREET TREES SHALL BE
PLACED A MINIMUM EIGHT (8) FEET
AWAY FROM THE EDGES OF
DRIVEWAYS AND ALLEYS PER LUC
3.2.1(D)(2)(a).
2.PLACEMENT OF ALL LANDSCAPING
SHALL BE IN ACCORDANCE WITH
THE SIGHT DISTANCE CRITERIA AS
SPECIFIED BY THE CITY OF FORT
COLLINS. NO STRUCTURES OR
LANDSCAPE ELEMENTS GREATER
THAN 24" SHALL BE ALLOWED WITHIN
THE SIGHT DISTANCE TRIANGLE OR
EASEMENTS WITH THE EXCEPTION OF
DECIDUOUS TREES PROVIDED THAT
THE LOWEST BRANCH IS AT LEAST
6' FROM GRADE. ANY FENCES
WITHIN THE SIGHT DISTANCE
TRIANGLE OR EASEMENT MUST BE
NOT MORE THAN 42" IN HEIGHT AND
OF AN OPEN DESIGN.
3.THE FINAL LANDSCAPE PLAN SHALL
BE COORDINATED WITH ALL OTHER
FINAL PLAN ELEMENTS SO THAT THE
PROPOSED GRADING, STORM
DRAINAGE, AND OTHER
DEVELOPMENT IMPROVEMENTS DO
NOT CONFLICT WITH NOR PRECLUDE
INSTALLATION AND MAINTENANCE OF
LANDSCAPE ELEMENTS ON THIS
PLAN.
La
n
d
s
c
a
p
e
P
l
a
n
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND
OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO
BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
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E
E
E
E E E E E E E E E E E E E E E
E
E
TF
W
TF
E
E
E E E E E E
G G G G G G G G G G G
F
W
F
F
E
E
G
W
W
S
F
G
E E E E E
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
E E
1-BRJ
4-LDP
4-LCN
3-OFG
1-KOR
5-BAG
1-CSO
3-CSC
4-CSC
3-CCE
6-BLG
2-DKL
6-PCG
7-CSC
37-OFG
32-KOR
1-CCE
8-BLG
5-LDP
1-AAS
3-CSC
1-TRO
3-CCJ
5-CSC
3-CCE
4-PCG
7-CSC
1-ATH
4-VMG
2-LCN
3-ASL2-PL
5-SS
17-KFG
4-AAS
PICNIC TABLE
2-RFC 7-LDP
1-CSO
4-BRJ
2-BRJ
11-VMG
1-CSO
3-KFG1-ASP
7-STG
3-MG
2-IHD
7-STG
1-SS
4-SSG
2-BRD
6-SPJ
2-DKL
5-OFG
1-BAJ
3-SPJ
3-LCN
5-OFG
2-DKL
3-OFG
3-LCN
3-SPJ
1-AJN
5-STG
1-BAJ
1-BAJ
7-GMS
3-SSG
3-SSG
1-GL
6-SPJ
2-BRD
4-OFG
1-SS
1-LCN
1-BSY
1-CCJ
2-TCH
8-KFG
3-MGJ
3-AJN
1-ASP
7-STG
3-AJN
7-KFG
1-BRD
1-PFC
4-VMG
1-BP
4-DBC
ENTRY PORTAL
3-AAS
1-BP 1-TRO
2-GRT 3-JTL
1-GL
8-LBG
3-SWN
8-DFG
6-BLG
4-CSC
3-AJN
1-TRO
1-GL 9-DBU
14-VMG
1-TRO
2-ER3-DBC
6-DBC
1-ER
1-IHD
4-LBG
1-SAC
2-AWS
5-MV
17-LBG
1-ASP
3-AWS
4-IHD
4-RFC
3-AWS
18-LBG
2-HC
5-MV
1-RFC
5-MV
8-LBG
3-ER
10-LBG
1-SAC
12-KFG
2-ER
16-KFG
14-DBC
1-GBS
3-AJN 1-WKH
20-VMG
4-AJN
1-GL
5-BLG
1-SAC
13-LBG
5-IHD
3-AWS
1-DKL
1-CO
1-GL
COVERED
BIKE RACKS
COVERED BIKE RACKS
BIKE RACKS
1-BRJ
16-DFG
1-AAS 5-LDP
10-AWS
1-MJ
3-AAS
12-DFG
2-BRJ
15-LDP
6-VMG
5-HC
2-CSC 3-LCN
14-LDP
3-AAS
4-CSC
3-AAS
4-BRJ
7-KFG
26-KFG
5-CSC
7-CSC4-CSC
32-FLB
5-CCE
4-CCE
CAR PORT, TYP.
DOG WASTE STATION
DOG WASTE STATION
DOG WASTE STATION
ENTRY PORTAL
2-SWN
2-ASL
2-PSH
19-BLG
14-DFG
1-BP
3-LCN
1-IHD
1-WKH
10-AWS
21-DFG
7-GMS
11-BLG
7-LDP
6-GMS
10-BRJ
2-SSM
GATEWAY PORTAL
GATEWAY PORTAL
6-SWN
2-TCH
3-PCG
6-GLL
23-LDP
41-LBG
1-MG
2-MV
3-SWN
30-OFG
STEPPING
STONES, TYP.6-CSC
24-SSG
1-TRO
3-CSC
3-SWN
30-FLB
5-TRO
GATEWAY PORTAL
36-OFG
29-OFG
25-KOR
27-OFG
4-SWN
6-BLG
18-KFG
4-CSC
12-DBU
27-KFG
15-DBC
1-ATH
7-AJN4-BRD
4-LCN
3-AAS
3-LCN
3-AJN
1-MGJ
20-KOR
11-OFG
4-OFG 1-PFC
2-AAS
1-AAS
4-DKL
3-CCJ
4-OFG
2-SPJ
7-GMS
1-DKL
4-CCE
7-OFG
1-PL 3-GMS
1-HC
8-IHD
8-IHD
3-AWS
1-ASP
5-STG
1-PSG
7-KFG
3-PSG
4-CSC
10-LCN
7-IHD
8-CGY 3-KFG
5-KFG
3-PCG
10-KFG 22-OFG 2-TCH
5-PCG 2-SSG
6-DKL
34-LBG
27-OFG
5-PCG
1-CCE
4-GLL
3-AWS
6-DFG
5-IHD
1-LDP
2-BRJ
2-GL
1-RFC
GATEWAY PORTAL
1-BAJ
6-STG
6-STG
1-BAJ
4-BLG
6-STG
1-BAJ
1-IHD
2-GMM
1-ASP
4-STG
6-STG
1-CGY
9-BAG
1-ASP
1-CGY
3-AJN
1-CCJ3-AJN
6-STG
3-BES
6-STG
1-BRD
4-AAS
1-CSO4-BSY
5-KFG
5-LDP
1-CSC
3-AAS
1-SS
1-CCE
4-HBS
1-VMG
17-OFG
1-GMS
DOG WASTE
STATION
METAL ACCENT PANEL, TYP.
SCALE 1"= 20'
20'0'20'40'
NORTH
LANDSCAPE PLAN - 3
Sheet
of 39
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
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N
R
E
V
I
E
W
S
E
T
L-3
##
#
#
#
#
#
#
#
LEGEND
DECIDUOUS TREE
ORNAMENTAL TREE
EVERGREEN TREE
SHRUBS
SOD
5' NO IRRIGATION
ROCK MULCH
NATIVE SEED
WALL
FENCE
BIKE RACK
BENCH
TRASH RECEPTACLE
DOG WASTE STATION
5
NOTES
THE FOLLOWING SEPARATIONS SHALL
BE PROVIDED BETWEEN TREES/SHRUBS
AND UTILITIES:
·40 FEET BETWEEN CANOPY TREES
AND STREET LIGHTS.
·15 FEET BETWEEN ORNAMENTAL
TREES AND STREETLIGHTS.
·10 FEET BETWEEN TREES AND
PUBLIC WATER, SANITARY AND
STORM SEWER MAIN LINES.
·6 FEET BETWEEN TREES AND
WATER, SANITARY AND STORM
SEWER SERVICE LINES.
·4 FEET BETWEEN SHRUBS AND
PUBLIC WATER AND SANITARY AND
STORM SEWER LINES.
·4 FEET BETWEEN TREES AND GAS
LINES.
1.ALL STREET TREES SHALL BE
PLACED A MINIMUM EIGHT (8) FEET
AWAY FROM THE EDGES OF
DRIVEWAYS AND ALLEYS PER LUC
3.2.1(D)(2)(a).
2.PLACEMENT OF ALL LANDSCAPING
SHALL BE IN ACCORDANCE WITH
THE SIGHT DISTANCE CRITERIA AS
SPECIFIED BY THE CITY OF FORT
COLLINS. NO STRUCTURES OR
LANDSCAPE ELEMENTS GREATER
THAN 24" SHALL BE ALLOWED WITHIN
THE SIGHT DISTANCE TRIANGLE OR
EASEMENTS WITH THE EXCEPTION OF
DECIDUOUS TREES PROVIDED THAT
THE LOWEST BRANCH IS AT LEAST
6' FROM GRADE. ANY FENCES
WITHIN THE SIGHT DISTANCE
TRIANGLE OR EASEMENT MUST BE
NOT MORE THAN 42" IN HEIGHT AND
OF AN OPEN DESIGN.
3.THE FINAL LANDSCAPE PLAN SHALL
BE COORDINATED WITH ALL OTHER
FINAL PLAN ELEMENTS SO THAT THE
PROPOSED GRADING, STORM
DRAINAGE, AND OTHER
DEVELOPMENT IMPROVEMENTS DO
NOT CONFLICT WITH NOR PRECLUDE
INSTALLATION AND MAINTENANCE OF
LANDSCAPE ELEMENTS ON THIS
PLAN.
La
n
d
s
c
a
p
e
P
l
a
n
SEE LP-2
SEE LP-2
SE
E
L
P
-
4
.
2
SE
E
L
P
-
4
.
2
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND
OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO
BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
BUILDING 5
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W W W W W W W W W W W W
ST ST ST ST ST ST ST ST ST ST ST ST
ST
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
GG
C
T
V
CT
V
CTV
CTV CTV CTV
E
E
E
E E E
DD
D
H Y D
S
S
GAS
E
ELEC
F.O.S
T
F.O.
S
S
W W W
T T T T T T T
T
T
T
T
T T
T
T
H2OGAS
G
G
E
15" SS
H2O
G G G G G G G G
G G G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
U
D
E E E E E E E E
E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
TF
TF
EV
S
EEEEEE
W F
E
E
G
I
E
E
E
E
E
E
14-LBG
BIKE RACKS
1-HC
3-IHD
1-AAS
3-BRD
4-BSY
2-CGY
1-KC
1-TF
4-BRD
13-CSC
4-IHD
1-AAS
3-AWS
3-RFC 5-MV
1-SAC
22-LBG
1-SAC
3-AWS
3-BTM
11-DFG
7-DFG
2-GL11-AJN
1-BAJ4-CSC
21-DFG
1-WKH
6-SWN
1-CO
4-BRJ
2-CSC
5-OFG
3-AWS
1-BRJ
3-TF
7-OFG
3-BRJ
10-GMS
1-TF
18-DBC 12-OFG
5-AAS
2-TF
10-DFG
5-GMS
4-KC
1-GRT
1-CSC
1-CO
3-AWS
2-SSM
5-BAG
4-CSC
3-GRT
5-CSC
3-CSC
8-CSC1-CO
TRASH ENCLOSURE, TYP.
DOG WASTE STATION
2-TF
10-DFG
1-MJ
2-PSH
4-WKH
1-TF
7-CSC
8-CCJ
2-RPO
4-LDP
2-CCJ
1-TCH
3-MV
3-MV
12-DFG
1-BRJ
1-ATH
14-CSC
2-BRJ
3-AP
2-BRD
1-BTM
12-OFG
1-MV
3-BRD
20-VMG
14-VMG
2-ASL
5-VMG
3-IHD
5-BES6-KFG
14-DFG
4-BRJ
3-BRD
9-AWS
5-CSC
5-STG
1-ASP
21-BLG
5-CSC
6-APL
1-CSC
12-LPL
10-AAS
3-IHD
1-RPO
5-OFG
1-AJN
1-DBU
3-ATH
1-CH
3-GMS
SIGN WALL
5-DBC
2-IHD
5-KFG
4-BAG
STOP SIGN: NO TREE
WITHIN 50' APPROACH
STOP SIGN: NO TREE
WITHIN 50' APPROACH
1-TF
2-WKH
3-CSC 4-AAS
2-KFG
4-BAG4-BAG
2-KFG
1-CSC
1-CSC
6-STG
1-BAJ
6-STG
9-CSC
1-WKH
1-GL
5-STG
1-AWS
1-ASP
METAL ACCENT PANEL, TYP.
BUILDING 2
BU
I
L
D
I
N
G
4
BU
I
L
D
I
N
G
3
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WWWWWWWWWWWWWW
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SS
GG
G
G
HY D
S
S
H2O
H2O
TF
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
GGGGGGGGGG
S
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EEEEEEEE
E
E
TF
ELEC
F
W
E
E
E
E
E
E
E
E
E
E
E
W
UD UD UD
F
E
E E E E
E
E
7-IHD
6-STG
1-MV
1-BAJ 3-RL
1-MV
2-IHD
1-HC
44-LBG
1-IHD
3-AJN
3-WKH
2-DKL
3-DBU
1-WKH
4-DBU
2-RL
3-DBU
5-OFG
1-KC
9-CSC
2-CSC
1-KC
5-AAS
2-GRT
5-OFG
2-SAC
1-ASP
1-AJN
1-BAJ
1-CO
7-DBC
6-VMG
3-AJN
10-DBC
2-BRD
1-AJN
5-KFG
7-STG
1-RPO
1-RPO
5-OFG
1-KC
5-AAS
1-RL
6-STG
14-KFG
4-CSC
3-CSC
CAR PORT, TYP.
2-PSG
1-MJ
6-DFG
2-BRJ
2-SSM
4-BRJ
5-AAS
5-IHD
3-DBU
5-IHD
3-DBU
8-DFG
13-KFG
13-SWN
21-VMG
3-IHD
8-MV
3-IHD
4-CSC
2-GRT
3-AJN
1-WKH
1-PFC
7-VMG
1-SSM
5-GMS
13-BAG
4-AAS
2-DBU
3-DBU
3-GRT
2-DBU
3-DBU
4-CSC
8-OFG
3-AJN
4-TF
3-KFG
7-AJN
1-RPO
2-BP
2-PSH
2-PL
30-DFG
6-DBU 2-DKL
2-DBU
9-AAS
3-SAC
4-LCN
1-CSO
1-PFC
6-DFG
1-RL
2-CSC
2-CCJ
6-KFG
6-STG
2-DBC
4-VMG
1-BAJ
7-STG
1-BAJ
1-DBC
2-BSY
1-CGY
6-KFG
1-AJN
1-HBS
2-CSC
1-TF
1-BAJ
7-STG
7-CSC
1-RL
3-OFG
1-BAJ
6-STG
5-DBU
10-OFG
2-RL
1-WKH
5-STG
1-ASP
5-STG
11-BAG
7-STG
1-ASP
1-GMS
1-ASP
3-GMS
10-OFG
6-STG
1-BAJ
6-STG
1-BAJ
METAL ACCENT PANEL, TYP.
SCALE 1"= 20'
20'0'20'40'
NORTH
LANDSCAPE PLAN - 4.1
SEE LP-4.2
LEGEND
DECIDUOUS TREE
ORNAMENTAL TREE
EVERGREEN TREE
SHRUBS
SOD
5' NO IRRIGATION
ROCK MULCH
NATIVE SEED
WALL
FENCE
BIKE RACK
BENCH
TRASH RECEPTACLE
DOG WASTE STATION
Sheet
of 39
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
R
E
V
I
E
W
S
E
T
L-4
##
#
#
#
#
#
#
#
SEE LP-4.1
SE
E
L
P
-
3
SE
E
L
P
-
2
SE
E
L
P
-
2
LANDSCAPE PLAN - 4.2
6
NOTES
THE FOLLOWING SEPARATIONS SHALL BE PROVIDED BETWEEN TREES/SHRUBS AND UTILITIES:
·40 FEET BETWEEN CANOPY TREES AND STREET LIGHTS.
·15 FEET BETWEEN ORNAMENTAL TREES AND STREETLIGHTS.
·10 FEET BETWEEN TREES AND PUBLIC WATER, SANITARY AND STORM SEWER MAIN LINES.
·6 FEET BETWEEN TREES AND WATER, SANITARY AND STORM SEWER SERVICE LINES.
·4 FEET BETWEEN SHRUBS AND PUBLIC WATER AND SANITARY AND STORM SEWER LINES.
·4 FEET BETWEEN TREES AND GAS LINES.
1.ALL STREET TREES SHALL BE PLACED A MINIMUM EIGHT (8) FEET AWAY FROM THE EDGES OF
DRIVEWAYS AND ALLEYS PER LUC 3.2.1(D)(2)(a).
2.PLACEMENT OF ALL LANDSCAPING SHALL BE IN ACCORDANCE WITH THE SIGHT DISTANCE CRITERIA
AS SPECIFIED BY THE CITY OF FORT COLLINS. NO STRUCTURES OR LANDSCAPE ELEMENTS GREATER
THAN 24" SHALL BE ALLOWED WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENTS WITH THE
EXCEPTION OF DECIDUOUS TREES PROVIDED THAT THE LOWEST BRANCH IS AT LEAST 6' FROM
GRADE. ANY FENCES WITHIN THE SIGHT DISTANCE TRIANGLE OR EASEMENT MUST BE NOT MORE THAN
42" IN HEIGHT AND OF AN OPEN DESIGN.
3.THE FINAL LANDSCAPE PLAN SHALL BE COORDINATED WITH ALL OTHER FINAL PLAN ELEMENTS SO
THAT THE PROPOSED GRADING, STORM DRAINAGE, AND OTHER DEVELOPMENT IMPROVEMENTS DO
NOT CONFLICT WITH NOR PRECLUDE INSTALLATION AND MAINTENANCE OF LANDSCAPE ELEMENTS ON
THIS PLAN.
La
n
d
s
c
a
p
e
P
l
a
n
SE
E
L
P
-
3
A PERMIT MUST BE OBTAINED FROM THE CITY FORESTER BEFORE ANY TREES OR
SHRUBS AS NOTED ON THIS PLAN ARE PLANTED, PRUNED OR REMOVED IN THE PUBLIC
RIGHT-OF-WAY. THIS INCLUDES ZONES BETWEEN THE SIDEWALK AND CURB, MEDIANS AND
OTHER CITY PROPERTY. THIS PERMIT SHALL APPROVE THE LOCATION AND SPECIES TO
BE PLANTED. FAILURE TO OBTAIN THIS PERMIT IS A VIOLATION OF THE CITY OF FORT
COLLINS CODE SUBJECT TO CITATION (SECTION 27-31) AND MAY ALSO RESULT IN
REPLACING OR RELOCATING TREES AND A HOLD ON CERTIFICATE OF OCCUPANCY.
Sheet
of 39
N
O
T
F
O
R
C
O
N
S
T
R
U
C
T
I
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N
R
E
V
I
E
W
S
E
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L-5
##
#
#
#
#
#
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#
7
NATIVE SEED MIX FOR BIO-RETENTION RAIN GARDEN
COMMON NAME SCIENTIFIC NAME VARIETY PURE LIVE SEED (PLS) POUNDS/ACRE
SAND BLUESTEM ANDROPOGON HALLII GARDEN 3.5
SIDEOATS GRAMA BOUTELOUA CURTIPENDULA BUTTE 3
PRAIRIE SANDREED CALAMOVILFA LONGIFOLIA GOSHEN 3
INDIAN RICEGRASS ORYZOPSIS HYMENOIDES PALOMA 3
SWITCHGRASS PANICUM VIRGATUM BLACKWELL 4
WESTERN WHEATGRASS PASCOPYRUM SMITHII ARIBA 3
LITTLE BLUESTEM SCHIZACHYRIUM SCOPARIUM PATURA 3
ALKALI SACATON SPOROBOLUS AIROIDES 3
SAND DROPSEED SPOROBOLUS CRYPTANDRUS 3
UTILIZE PLUGS 12" ON CENTER FOR QUICK ESTABLISHMENT.
PLANT LIST
QUANTITY SYMBOL COMMON NAME LATIN NAME MATURE SIZE
(HxW)CONTAINER WATER USE
PERENNIALS / ORNAMENTAL GRASSES
48 BAG BLUE AVENA GRASS HELICTOTRICHON SEMPERVIRENS 2.5' x 2'5 GALLON LOW/MOD
27 BES BLACK EYED SUSAN RUDBECKIA FULGIDA 'GOLDSTRUM'2.0' x 2.0'1 GALLON LOW
96 BLG BLONDE AMBITION GRAMA GRASS BOUTELOUA GRACILIS 'BLONDE AMBITION'2.5' x 2.5'5 GALLON LOW/MOD
364 DFG DWARF FOUNTAIN GRASS PENNISETUM ALOPECURAIDES 'HAMELIN'1.5' x 1.5'5 GALLON LOW/MOD
518 KFG KARL FOERSTER FEATHER REED GRASS CALAMAGROSTIS ACUTIFLORA 'KARL
FOERSTER'4.5' x 2'5 GALLON LOW/MOD
373 LBG LITTLE BLUESTEM GRASS SCHIZACHYRIUM SCOPARIUM 'THE BLUES'3' x 1.5'5 GALLON LOW
421 OFG OVERDAM VARIEGATED FEATHER REED
GRASS CALAMAGROSTIS OVERDAM 4' x 2'5 GALLON LOW/MOD
18 MG MAIDEN GRASS MISCANTHUS SINENSIS 'GRACILLIMUS'4.5' x 4'5 GALLON MOD
27 PCG PORCUPINE GRASS MISCANTHUS SINENSIS 'STRICTUS'6' x 3.5'5 GALLON LOW/MOD
3 PMG PINK MUHLY GRASS MUHLENBERGIA REVERCHONII 3.5' x 3.5'5 GALLON LOW/MOD
97 SSG SHENANDOAH SWITCH GRASS PANICUM VIRGATUM 'SHENANDOAH'4.5' x 3.5'5 GALLON LOW/MOD
270 stg silky thread grass Nassella tenuissima 2.5' x 2.5'5 GALLON LOW/MOD
190 VMG VARIEGATED MAIDEN GRASS MISCANTHUS SINENSIS 'VARIEGATUS'4.5' x 3.5'5 GALLON LOW/MOD
2452
QUANTITY SYMBOL COMMON NAME LATIN NAME MATURE SIZE
(HxW)CONTAINER WATER USE
SHRUBS
137 AAS AUTUMN AMBER SUMAC RHUS TRIOBATA 'AUTUMN AMBER'1.5' x 7'5 GALLON LOW
6 APL APACHE PLUME FALLUGIA PARADOXA 5' x 5'5 GALLON VERY LOW
86 AJN AMBER JUBILEE NINEBARK PHYSOCARPUS OPULIFOLIUS 'JEFAM'5' x 5'5 GALLON LOW/MOD
116 AWS ANTHONY WATERER SPIREA SPIRAEA JAPONICA 'ANTHONY WATERER'2.5' x 3'5 GALLON LOW/MOD
44 BRD BAILEY REDTWIG DOGWOOD CORNUS STOLONIFERA 'BAILEYI'8' x 8'5 GALLON LOW
61 BRJ BLUE RUG JUNIPER JUNIPERUS HORIZONTALIS 'WILTONII'.5' x 7'5 GALLON LOW/MOD
18 BSY BLUE SENTRY YUCCA YUCCA FLACCIDA 'BLUE SENTRY'2.5' x 3'5 GALLON LOW
26 CCJ CALGARY CARPET JUNIPER JUNIPERUS SABINA 'CALGARY CARPET'1' x 7'5 GALLON LOW/MOD
35 CGY COLOR GUARD YUCCA YUCCA FILAMENTOSA 'COLOR GUARD'3.5' x 3.5'5 GALLON LOW
256 CSC CREEPING WESTERN SAND CHERRY PRUNUS BESSEYI PAWNEE BUTTES 1.5' x 5'5 GALLON LOW
132 DBC DWARF BLACK CHOKEBERRY ARONIA MELANOCARPA IROQUOIS BEAUTY 3' x 3'5 GALLON LOW/MOD
68 DBU DWARF BURNING BUSH EUONYMUS ALATUS 'COMPACTUS'7' x 7'5 GALLON LOW/MOD
45 DKL DWARF KOREAN LILAC SYRINGA MEYERI 'PALIBIN'4.5' x 6'5 GALLON LOW/MOD
82 FLB FINE LINE BUCKTHORN RHAMNUS FRANGOLA 'RON WILLIAMS'6 x 2.5'5 GALLON MOD
4 GBS GLOBE BLUE SPRUCE PICEA PUNGENS 'GLOBOSA'4' x 6'5 GALLON LOW/MOD
137 GMS GOLD MOUND SPIREA SPIRAEA JAPONICA 'GOLDMOUND'3' x 3'5 GALLON LOW
21 HC HEDGE COTONEASTER COTONEASTER LUCIDUS 7' x 7'5 GALLON LOW/MOD
120 IHD IVORY HALO DOGWOOD CORNUS ALBA 'BAILHALO'5' x 5'5 GALLON LOW/MOD
88 KOR KNOCK OUT ROSE ROSA X KNOCK OUT 3.5' x 3.5'5 GALLON LOW/MOD
122 LCN LEMON CANDY NINEBARK PHYSOCARPUS OPULIFOLIUS 'PODARAS 3'3' x 3'5 GALLON LOW/MOD
118 LDP LODENSE PRIVET LIGUSTRUM VULGARE 'LODENSE'2.5' x 3.5'5 GALLON LOW/MOD
12 LPL LEADPLANT AMORPHA CANESCENS 3' x 3'5 GALLON VERY LOW
19 ME MANHATTAN EUONYMUS EUONYMUS KIATSCHOVICA 'MANHATTAN'5' x 7'5 GALLON LOW/MOD
46 MV MOHICAN VIBURNUM VIBURNUM LANTANA 'MOHICAN'5' x 5'5 GALLON LOW
22 NWR NEARLY WILD ROSE ROSA X 'NEARLY WILD'2.5' x 2.5'5 GALLON LOW/MOD
17 SS SASKATOON SERVICEBERRY AMERLANCHIER ALNIFOLIA 8' x 8'5' B&B LOW/MOD
48 SWN SUMMER WINE NINEBARK PHYSOCARPUS X SUMMER WINE 5' x 5'5 GALLON LOW/MOD
1886
Pl
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QUANTITY SYMBOL COMMON NAME LATIN NAME SIZE MATURE SIZE
(HxW)CONTAINER WATER USE % ON SITE
SHADE TREES
10 ASL AMERICAN SENTRY LINDEN TILIA AMERICANA 'McKSENTRY'2" CAL.35' x 30'B&B LOW/MOD 3 %
11 ath autumn treasure hophornbeam Ostrya virginiana 'JFS-KW5'2" CAL.30' x 20'B&B MEDIUM
25 CCE CITY CHOICE ELM ULMUS DAVIDIANA 'CHOICE CITY'2" CAL.30' x 20'B&B MEDIUM 8 %
1 CH WESTERN HACKBERRY CELTIS OCCIDNETALIS 'PRAIRIE SENTINEL'2" CAL.50' x 20'B&B LOW/MOD 0 %
11 CO CHINKAPIN OAK QUERCUS MUEHLENBERGII 2" CAL.55' x 45'B&B LOW 3 %
12 GL GREENSPIRE LINDEN TILIA CORDATA 'GREENSPIRE'2" CAL.35' x 30'B&B LOW/MOD 4 %
10 GLL GLENLEVEN LINDEN TILIA x FLAVESCENS 'GLENLEVEN'2" CAL.40' x 25'B&B MEDIUM 3 %
3 GMM GREEN MOUNTAIN MAPLE ACER SACCHARUM 'GREEN MOUNTAIN'2" CAL.40' x 25'B&B MEDIUM 1 %
13 GRT GOLDEN RAIN TREE KOELREUTERIA PANICULATA 2" CAL.25' x 25'B&B LOW 4 %
8 KC KENTUCKY COFFEETREE GYMNOCLADUS DIOICA 'ESPRESSO'2" CAL.55' x 45'B&B LOW/MOD 2 %
8 PSG PRINCETON SENTRY GINGKO GINGKO BILOBA 'PRINCETON SENTRY'2" CAL.35' x 15'B&B LOW/MOD 2 %
12 RL REDMOND LINDEN TILIA AMERICANA 'REDMOND'2" CAL.35' x 35'B&B LOW/MOD 4 %
10 SHM SHANTUNG MAPLE ACER TRUNCATUM 2" CAL.20' x 15'B&B LOW/MOD 3 %
20 SSM STATE STREET MAPLE ACER MIYABEI 'MORTON'2" CAL.35' x 25'B&B LOW/MOD 6 %
16 TF TURKISH FILBERT CORYLUS COLUMA 2" CAL.35' x 20'B&B LOW 5 %
15 TRO TEXAS RED OAK QUERCUS BUCKLEYI 2" CAL.30' x 20'B&B LOW/MOD ###
16 WKH WINTER KING HAWTHORN CRATAEGUS VIRIDIS 2" CAL.18' x 18'B&B LOW/MOD ###
170 52%
ORNAMENTAL TREES
5 BTM BIGTOOTH MAPLE ACER GRANDIDENTATUM 2" CAL.20' x 20'B&B LOW/MOD 2 %
18 CSO CRIMSON SPIRE OAK QUERCUS CRIMSON SPIRE 2" CAL.35' x 12'B&B LOW 5 %
8 ER EASTERN REDBUD CERCIS CANADENSIS 2" CAL.20' x 20'B&B MEDIUM 2 %
3 JTL JAPANESE TREE LILAC SYRINGA RETICULATA 'IVORY SILK'2" CAL.15' x 15'B&B LOW 1 %
2 MGM MESA GLOW MAPLE ACER GRANDIDENTATUM 'jfs-NuMex3'2" CAL.25' x 15'B&B LOW/MOD 1 %
6 RBC RED BARON CRABAPPLE MALUS 'RED BARON'2" CAL.15' x 6'B&B LOW/MOD 2 %
11 RFC RADIANT FLOWERING CRABAPPLE MALUS RADIANT 2" CAL.20' x 25'B&B LOW/MOD 3 %
6 PFC PRAIRIE FIRE CRABAPPLE MALUS 'PRAIRIFIRE'2" CAL.20' x 20'B&B MOD 2 %
9 PLC PEKIN LILAC COPPER SYRINGA PEKINENSIS 'COPPER CURLS'2" CAL.20' x 15'B&B MEDIUM 3 %
9 PL PEKIN LILAC SYRINGA PEKINENSIS 'CHINA SNOW'2' CAL.20' x 15'B&B MEDIUM 3 %
14 PSH PRAIRIE SENTINEL HACKBERRY CELTIS OCCIDENTALIS 'JFS-KSU1'2" CAL.45' x 12'B&B MED/HIGH 4 %
17 RPO REGAL PRINCE OAK QUERCUS X WAREI 'LONG'2" CAL.40' x 15'B&B LOW/MOD ###
21 SAC SARGENT CRABAPPLE MALUS SARGENTII 2" CAL.10' x 10'B&B LOW/MOD 6 %
17 TCH THORNLESS COCKSPUR HAWTHORN CRATAEGUS CRUS-GALLI VAR. INERMIS 2" CAL.20' x 18'B&B LOW/MOD 5 %
EVERGREEN TREES
3 AP AUSTRIAN PINE PINUS NIGRA 6'50' x 35'B&B LOW 1 %
5 BP BOSNIAN PINE PINUS HELDREICHII 6'20' x 12'B&B LOW 2 %
5 HBS HOOPSII COLORADO SPRUCE PICEA PUNGENS 'HOOPSII'6'45' x 15'B&B LOW/MOD 2 %
329 100 %
QUANTITY SYMBOL COMMON NAME LATIN NAME SIZE MATURE SIZE
(HxW)CONTAINER WATER USE
upright EVERGREEN TREES
18 AsP arnold sentinel pine Pinus nigra 'Arnold Sentinel'6'25' x 6'B&B LOW
24 baj blue arrow juniper Juniperus scopulorum 'Blue Arrow'6'20' x 2'B&B LOW
5 MGJ MOONGLOW JUNIPER JUNIPERUS SCOPULORUM 'MOONGLOW'6'15' x 5'B&B LOW
4 MJ MEDORA JUNIPER JUNIPERUS SCOPULORUM 'MEDORA'6'10' x 3'B&B LOW
37 SPJ SPARTAN JUNIPER JUNIPERUS CHINENSIS 'SPARTAN'6'15' x 5'B&B LOW/MOD
88
BUILDING 2
BU
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BUILDING 5BUILDING 6
BU
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7
BU
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8
SU
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&
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BU
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3
BUILDING 1
H2O
H2O
VAULT
ELEC
V.P.
S
SCALE 1"= 40'
40'0'40'80'
NORTHHYDROZONE PLAN
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of 39
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SYMBOL SURFACE AREA HYDROZONE
GALLONS /
SQUARE FOOT /
SEASON
SQUARE
FOOT
TOTAL GALLONS
PER SEASON
WATER
NEED
GAL/SF/
SEASON
HIGH WATER
ZONE 18 0
ENVIROTURF SOD MODERATE
WATER ZONE 14 19137
SHRUB BED LOW WATER
ZONE 8 53192
RAIN GARDEN VERY LOW
WATER ZONE 3 1411
NON-IRRIGATED
ROCK MULCH 0 19284 0
TOTAL
8
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POOL DECK AMENITY LAYOUT
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SCALE 1"= 10'PRIVATE PARK LAYOUT SCALE 1"= 10'
9
RAIN GARDEN LAYOUT SCALE 1"= 10'
Am
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OUTDOOR SEATING AREA
BAJA SHELF
SEAT SHELF
BIKE RACKS
HOT TUB
LAP LANE SWIMMING POOL
SHADE STRUCTURE
BBQ GRILLS
TRASH RECEPTACLE
5' BREEZE
BLOCK WALL
75'-0"
GAS FIRE PIT
OUTDOOR SEATING AREASIGN
STEPPING STONES
BENCH
POOL GATE
SHADE TRELLIS
SHADE TRELLIS
POOL GATE
BOULDERS
COVERED BIKE RACKS
TRASH RECEPTACLE
TRASH RECEPTACLE
18" SEAT
WALL
BENCH
BENCH
DRINKING FOUNTAIN
PORTAL
ENHANCED FINISH
AND COLOR
CONCRETE
ADA
TRANSFER
SLEEVE
BENCH
PICNIC
TABLE
OPEN
LAWN
AREA
90'-0"
61
'
-
0
"
SHADE
TRELLIS
ENTRY
PORTAL
DOG WASTE
STATION
PEDESTRIAN
WALK
22
'
-
0
"
BENCH
TRASH
RECEPTACLE
BIKE RACKS
BOULDER, TYP.
33
'
-
0
"
62'-0"
LIMITS OF RAIN
GARDEN DEFINED
BY BOULDERS
KODAH RETAINING WALL
Wabash Valley Diamond Pattern Bench no. CYD4110, Color: black
COURTYARD FRAME IS
CONSTRUCTED OF 1 1/2"
GALVANIZED SQUARE
TUBING
3/4" #9 EXPANDED STEEL MESH
WTIH BLACK "PLASTISOL"
COATING
2'-4"
2'
-
9
"
1'
-
4
"
1'
-
5
"
2'-0"
6'-3"
6'-0"
COURTYARD BENCH
SCALE: 1/2"=1'-0"
TRASH RECEPTACLE
SCALE: 1/2"=1'-0"
INGROUND MOUNT
2
1
/
2
"
8" OPENING
2
1
/
2
"
24 3/8"
FLAT TOP LID
24 3/8"
WIRE GRID WITH BLACK "PLASTISOL" COATING
Wabash Valley model No. LRD32 with lid
No. FTL32 and inground leg model 10056.by SiteScapes
Note: Four AP2-02-SM per concrete pad as shown on the landscape plan.
MATERIALS LIST
(1) Tubing -Ø 2 3/8" x .154" Wall Steel Tubing
(2) Surface Plate -Ø 7 1/2" x 1/4" Thick
Steel Plate with Three Ø 9/16" Mounting Holes
(3) Mounted with Six Ø 1/2" x 4-5" Stainless Steel
Anchor Bolts (Customer Supplied)
| WEBSITE: www.sitescapesonline.com
| E-MAIL: info@sitescapesonline.com
PRODUCT NO.ECHO
BIKE RACK AP2-02-SM
Ø71
4"
5"
2
TOP VIEW
2'
-
1
0
1 2"
1'-11" O.C.
1'-83
4"
1
FRONT VIEW
Ø21
4"
RIGHT SIDE VIEW
2'-6"
8'-05
8"
APEX BIKE RACK
SCALE: 1/2"=1'-0"
3'
+
/
-
3' CLEAR
ZONE
1.5' +/-
*UTILITY METERS SHALL BE
SCREENED FROM VIEW BY
LANDSCAPING. ADDITIONAL
LARGE EVERGREEN SHRUBS MAY
BE INSTALLED, ONCE THE PANELS
ARE LOCATED ON THE BUILDINGS,
TO ENSURE THAT THE UTILITY
APPURTENANCES ARE
ADEQUATELY SCREENED.
UTILITY SCREENING
SCALE: 3/8"=1'-0"
BUILDING
UTILITY
PANEL
2.5' CLEAR ZONE
2.5' +/-
*UTILITY BOXES SHALL BE SCREENED FROM VIEW BY LANDSCAPING.
ADDITIONAL LARGE EVERGREEN SHRUBS MAY BE INSTALLED, ONCE THE BOXES
ARE LOCATED, TO ENSURE THAT THE BOXES ARE ADEQUATELY SCREENED.
BUILDING
UTILITY
BOX
Wabash Valley - Round Perforation Pattern - Model no. CA2Q50C, Color: Silver
PICNIC TABLE
SCALE: 1/2"=1'-0"
19
3
/
8
28
3
/
4
71 5/8
Ø42
77
3 4
7 3 4
34
1 8
101
4
17
1 4
BOULDER, MIN. 18"
ABOVE GROUND.
MULCH OR SOD,
SEE PLAN.
UNDISTURBED SOIL
2/
3
A
B
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1/
3
B
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BOULDER IN LANDSCAPE AREA
SCALE: NTS
DOG WASTE STATION
SCALE: NTS
SUPERIOR PET WASTE ELIMINATOR STATION (E3)
PET WASTE ELIMINATOR
6701 CONCORD PARK DR
HOUSTON, TX 77040-9802
PHONE: (800)790-8896
www.petwasteeliminator.com
Commercial Pet Waste Disposal System
TM
SELECT DESIRED COLOR:
BLACK
GREEN
18
"
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.
PERSPECTIVE
SELECT DESIRED FINES ON SIGN:
$75.00 TO $500.00 FINE
NO FINE
6"
12"
18
"
BE
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GR
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E
GRADE
DISPENSER BOX (E1)
8' STEEL SIGN POST (E18)
10-GAL WASTE RECEPTACLE
WITH ATTACHED LID
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2'0" MIN
2 x ROOTBALL DIA.
DO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD AND
CO-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 YEAR
WRAP ENTIRE SURFACE OF TRUNK TO SECOND BRANCH WITH SPECIFIED TREE
WRAP MATERIAL SECURED AT TOP AND BOTTOM & AT 2-FT. INTERVALS. RE: SPECS
FOR TIMING.
SET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW
48" CIRCLE OF SHREDDED BARK MULCH (4" DEEP) AROUND BASE OF
TREES IN GRASS AREAS.
FORM SAUCER AROUND EDGE OF TREE PIT
FINISH GRADE
REMOVE ALL TWINE AND WIRE BASKET ENTIRELY. PULL BURLAP BACK 2/3 MINIMUM
SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING.
SPECIFIED BACKFILL MIXTURE
STAKE TO EXTEND MIN. 24" INTO UNDISTURBED SOIL.
UNDISTURBED SUBGRADE
ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING
THE WIRE WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALLS.
CONCRETE CURB OR SIDEWALK HOLD GRADE 1 IN. BELOW EDGE
SET SHRUB 1 IN. HIGHER THAN THE GRADE AT WHICH IT GREW
DIG PLANT PIT TWICE AS WIDE AS THE CONTAINER
SPECIFIED MULCH 4" DEEP
FINISHED GRADE
(ALL JUNIPER PLANTS SHOULD BE PLANTED SO TOP OF ROOT MASS
OCCURS AT FINISH GRADE OF MULCH LAYER)
LOOSEN SIDES OF PLANT PIT AND ROOTBALL
REMOVE CONTAINER
SPECIFIED BACKFILL MIXTURE
ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING
THE CONTAINER WILL NOT BE AN EXCUSE FOR DAMAGED ROOTBALL
12" NYLON TREE STRAP ON GUY WIRE TO PROTECT TREE
1/2" DIA. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE
DO 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 YEAR
SET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREW.
APPLY SPECIFIED BARK MULCH 4" DEEP IN 48" DIA. CIRCLE AROUND TREE
FINISHED GRADE
FORM SAUCER AROUND EDGE OF TREE PIT
SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING.
SPECIFIED BACKFILL MIXTURE
REMOVE BURLAP FROM TOP 2/3 OF ROOTBALL REMOVE WIRE
BASKET AND TWINE COMPLETELY.
UNDISTURBED SUBGRADE
2 x ROOTBALL DIA.
PRUNE ALL DAMAGED OR DEAD WOOD IMMEDIATELY PRIOR TO PLANTING
PLANT SHRUBS MIN. 4'-0" BEHIND CURB IN FRONT END PARKING SITUATIONS.
Shrub Planting Detail N.T.S.Evergreen Tree Planting DetailDeciduous Tree Planting Detail N.T.S.
10
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NATURAL GAS BUILT IN GRILL
SCALE: 1/2"=1'-0"
STONE VENEER SET ON CMU TO
MATCH ARCHITECTURE
(SOUTHERN LEDGE CARTONA BY
ENVIRONMENTAL STONE WORKS).
QUARTZ COUNTERTOP TO
MATCH ARCHITECTURE.
3'
-
0
"
36" STAINLESS STEEL GRILL
WITH 36" DOOR / CABINET.
4'-0"4'-0"
NOTE:
NATURAL GAS CONNECTION
TO INCLUDE SHUTOFF
VALVE AND "1" HOUR
TIMER/AUTOMATIC GRILL
SHUT OFF VALVE.
3'-0"3'-0"4'-0"
GAS FIRE PIT
SCALE: 1/2"=1'-0"
GAS BURNER WITH FIRE
GLASS INSTALLED PER
MANUFACTURER'S
INSTRUCTIONS.
6'-0"
3'-0"
1'
-
0
"
3'-4"
4"
5'-4"
4'
-
0
"
STONE TO MATCH ARCHITECTURE
(FIELDSTONE SLATE BY
ENVIRONMENTAL STONE WORKS)
PRECAST CAP TO
MATCH ARCHITECTURE1'
-
1
0
"
1'
-
6
"
CONTRACTOR TO REVIEW FINAL VENEER SIZE AND ADJUST BASE
WIDTH AND HEIGHT ACCORDINGLY FOR A MODULAR INSTALLATION.
5'-0"
3'-0"
HOT TUB
SCALE: 1/2"=1'-0"
FLAT COPING TO MATCH POOL
SEAT COLOR TO BE
APPROVED BY DEVELOPER
MOSAIC FLOOR TILES TO BE
APPROVED BY DEVELOPER
STAIRS WITH RAILING TO
MEET BUILDING CODES
TILES BELOW COPING TO BE
APPROVED BY DEVELOPER
LED LIGHT
SEAT WALL
SCALE: 1"=1'-0"
1'-4"
3" PRECAST
OWNER APPROVED FINISH
TO MATCH CLUBHOUSE
ARCHITECTURE
8X8X8 CMU BLOCK
EXPANSION JOINT
WALK OR LANDSCAPE
SURFACE
1'
-
6
"
2"
CONCRETE FOOTER
DIMENSIONS AND
REINFORCEMENTS
TO BE DETERMINED
BY STRUCTURAL
ENGINEER
1'-0"
FINISH
GRADE
MATERIAL FINISH TO
MATCH ARCHITECTURE
FOOTER BY STRUCTURAL ENGINEER
OR CONTRACTOR SHOP DRAWINGS
6" PRECAST
SAVOY
APARTMENTS
NAME, TYPE FACE
AND LOGO TBD
6'
2'
-
0
"
3'
-
3
"
ENTRY MONUMENT
SCALE: 3/8"=1'-0"*FINAL DESIGN SUBJECT TO SIGN PERMIT AND OWNER APPROVAL.
3" PRECAST CAP
METAL PANEL
2" STEEL
TUBE FRAME
7'-0"
2'-0"
2" STEEL
TUBE FRAME
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#
11
NOTE: FIRE PIT TO INCLUDE CHILD SAFETY FEATURES.
TYPICAL NON-REINFORCED (GRAVITY)
KODAH WALL SECTION
DRAWN BY:
DRAWING FILE:SHEET NO. :
DATE:
05481 US 31 SOUTH CHARLEVOIX, MI 49720
877-777-6558 ● 231-237-9656 Fax ● www.discoverrosetta.com
TITLE:
APPROVED BY:
Typical Kodah Gravity Cross Section 012518.dwg
N.Lindwall
01/25/2018
Crushed Stone
Leveling Pad
Exposed Height
(Varies)
2'-0" (0.61 m) Max Height
w/o Reinforcement
Crushed Stone Backfill
(ASTM No. 57)
1
1
Drain (4" (102 mm) Perforated)
(Gravity Flow to Outlet Under Wall
Every 50' (15 m) On-Center and/or
Around Ends of Wall)
Foundation Soil as Specified by Engineer
(Compact to a Min. of 95% Max. Dry Density)
Non-Woven
Geotextile Fabric
Setback Wall Blocks 3/4"
(19 mm) Every 6" (152 mm)
of Height (7° Wall Batter)
Grade to Drain
Away From Wall
Bury Depth
(Varies per Design, 6" (152 mm) min)
Leveling Pad
(Varies per Design, 6" (152 mm) min)
TYPICAL SECTION
(NO SCALE)
· Block sizes and placement shown are for reference only. Individual Rosetta blocks will
vary with installation pattern.
· This drawing is for reference only.
· Final designs for construction must be prepared by a registered Professional
Engineer using the actual conditions of the proposed site.
· Final wall design must address both internal and external drainage and shall be
evaluated by the Professional Engineer who is responsible for the wall design.
This drawing is for reference only. Determination of the suitability and/or manner of use of any details contained in this document is the sole responsibility of
the design engineer of record. Final project designs, including all construction details, shall be prepared by a licensed professional engineer using the actual
conditions of the proposed site.
J. Johnson
1 of 1
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METAL ACCENT PANEL
NOT TO SCALE
PROJECTOR SCREEN
8'
-
8
"
12'-0"
1/2" EYELET, BLACK
POWDER COAT, 24" O.C.
POWER OUTLET FOR
PROJECTOR
6" BLACK POWDER
COATED STEEL POST
10'-8"
6'
-
8
"
SCALE: 1/4"=1'-0"
DIVE IN THEATER - PROJECTOR SCREEN FRAME
6" BLACK POWDER
COATED STEEL BEAM
NOTES:
·DETAIL IS CONCEPTUAL AND SHOWN FOR DESIGN INTENT ONLY.
·CONTRACTOR TO SUBMIT SHOP DRAWINGS INCLUDING STRUCTURAL
ENGINEERING FOR CONNECTIONS AND FOOTINGS.
HARDSCAPE SURFACE
WATER FOUNTAIN
SCALE: 3/4"=1'-0"
MODEL 10155SM
10155SM SHOWN WITH OPTIONAL 10" SS SURFACE CARRIER
FRONT VIEW
MOST DEPENDABLE
FOUNTAINS,INC.
MOST DEPENDABLE FOUNTAINS, INC.
5705 COMMANDER DR. P.O. BOX 587
ARLINGTON, TN 38002-0587
PHONE: (901) 867-0039
www.mostdependable.com
FILTER
10" PIPE
OPTIONAL 10" STAINLESS
STEEL CARRIER
WATER SUPPLY BY OTHERS
ACCESS DOOR
BY MDF
5"
18"
27
"
PF ON OPPOSITE SIDE
WATER
2",3" OR 4"
OPEN HUB
DRAIN
C/L
BOTTOM FILLER
TOP VIEW
WE RECOMMEND A 2", 3" OR 4" OPEN HUB DRAIN
NOTES:
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 PROFESSIONALS
FOR 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 BY
THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE.
54
"
11
3
/
4
"
34
"
PET FOUNTAIN
(WATER SUPPLY FROM ADJACENT BUILDING OR CLUBHOUSE)
CUT OFF VALVE AND
LOW POINT DRAIN
BREEZE BLOCK WALL
SCALE: 1"=1'-0"
5'
-
0
"
REINFORCEMENTS AND CONCRETE
FOOTER TO BE DETERMINED BY
STRUCTURAL ENGINEER
Sheet
of 39
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L-10
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LIFEGUARD STAND
DESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVAL
12
SHADE STRUCTURES
DESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVAL
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ENHANCED CONCRETE CROSSWALK
DESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVAL
4'
SAW CUT
JOINT, TYP.
2'
4'
1'
INTEGRAL
COLORED
CONCRETE
DESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVAL DESIGN BUILD BY CONTRACTOR WITH OWNER'S APPROVAL
SHADE TRELLIS SHADE STRUCTURE
FOOTINGS, CONNECTIONS AND MEMBER SIZES BY STRUCTURAL ENGINEER FOOTINGS, CONNECTIONS AND MEMBER SIZES BY STRUCTURAL ENGINEER
Sheet
of 39
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L-11
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13
WALKWAY SPINE
WEST ENTRY AT CINQUEFOIL LANE - PRIMARY PORTAL
WALKWAY SPINE
ENHANCED CROSSWALK - LOOKING EAST
WALKWAY SPINE
GATEWAY PORTAL - LOOKING EAST
WALKWAY SPINE
SEATING NODE - LOOKING EAST
A-1 A-2
A-3 A-4
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L-12
##
#
#
#
#
#
#
#
14
WALKWAY SPINE
EAST ENTRY AT BROOKFIELD DRIVE - PRIMARY PORTAL
WALKWAY SPINE
ENHANCED CROSSWALK - LOOKING WEST
WALKWAY SPINE
SOUTH ENTRY AT PRECISION DRIVE - PRIMARY PORTAL
WALKWAY SPINE
ENHANCED CROSSWALK - LOOKING NORTH
B-1 B-2
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TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2854 CARIBBEAN CORAL
ENVIRONMENTAL STONEWORKS -FIELDSTONE SLATE
MATERIAL LEGEND
CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL PAINTED WHITECEMENTITIOUS SHAKE SIDING
10
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SYNTHETIC STONE
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1 24-PLEX A FRONT ELEVATION (DRIVE AISLE SIDE)
15 of 39
CEMENTITIOUS
SHAKE SIDING
METAL RAIL
PAINTED WHITE
CEMENTITIOUS
FASCIA
WHITE VINYL
WINDOW
SYNTHETIC STONE
VENEER
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15' - 9"35' - 6"15' - 9"
67' - 0"
UTILITY
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ENTRY ROOM
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METAL RAIL
PAINTED WHITE
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CEMENTITIOUS
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WHITE VINYL WINDOW
4' - 0 1/2"6' - 2"5' - 6 1/2"35' - 6"15' - 9"
67' - 0"
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2854 CARIBBEAN CORAL
ENVIRONMENTAL STONEWORKS -FIELDSTONE SLATE
MATERIAL LEGEND
8"
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CEMENTITIOUS FASCIA
CEMENTITIOUS SIDING
BOARD AND BATTEN
WHITE VINYL WINDOW
METAL RAIL PAINTED WHITE CEMENTITIOUS SHAKE SIDING SYNTHETIC STONE VENNER
4' - 0"1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"
130' - 0"
STREET SIDE PATIO GATE
STREET SIDE ENTRY FEATURE
LOW FENCE, RE: LANDSCAPE
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1/8" = 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 (STREET SIDE)
16 of 39
11
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8"
CEMENTITIOUS SIDINGBOARD AND BATTEN
WHITE VINYL
WINDOW
CEMENTITIOUS SHAKE SIDING
4' - 0"1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"
130' - 0"
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METAL RAILING PAINTED WHITE
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CEMENTITIOUS LAP SIDING
LOW FENCE, RE: LANDSCAPE
LOW FENCE, RE: LANDSCAPE
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
ENVIRONMENTAL STONEWORKS -FIELDSTONE SLATE
MATERIAL LEGEND
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
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1 24-PLEX B FRONT ELEVATION (DRIVE AISLE SIDE)
A-3
2 24-PLEX B PERSPECTIVE
17 of 39
11
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5
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10
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-
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1
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11
'
-
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7
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11
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-
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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 HEIGHT
45' - 6"
8"
11' - 7 7/8"
11' - 7 7/8"
10' - 1 1/8"
11' - 5 1/8"
BUILDING HEIGHT
45' - 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 GATE
STREET SIDE ENTRY FEATURE
1' - 4"17' - 8"92' - 0"17' - 8"1' - 4"4' - 0"
130' - 0"
LOW FENCE, RE: LANDSCAPE
LOW FENCE, RE: LANDSCAPE
CEMENTITIOUS
SHAKE SIDING
METAL RAIL
PAINTED WHITE
CEMENTITIOUS
FASCIA
WHITE VINYL
WINDOW
BOARD AND
BATTEN
10' - 1 1/8"
11' - 7 7/8"
11' - 7 7/8"
8"
15' - 9"35' - 6"5' - 7"6' - 1"4' - 1"
67' - 0"
BOARD AND
BATTEN
11' - 5 1/8"
BUILDING HEIGHT
45' - 6"
UTILITY
EQUIPMENT
WATER
ENTRY ROOM
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
ENVIRONMENTAL STONEWORKS -FIELDSTONE SLATE
MATERIAL LEGEND
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
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1/8" = 1'-0"A-4
3 24-PLEX B LEFT ELEVATION
1/8" = 1'-0"A-4
1 24-PLEX B REAR ELEVATION (STREET SIDE)
1/8" = 1'-0"A-4
2 24-PLEX B RIGHT ELEVATION
18 of 39
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2852 PLYMOUTH GREEN
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
MATERIAL LEGEND
SYNTHETIC
STONE VENEER
DIMENSIONAL ASPHALT SHINGLES BOARD AND BATTEN CEMENTITIOUS FASCIA
CEMENTITIOUS
SHAKE SIDING
WHITE VINYL
WINDOW
11' - 6 1/8"
9' - 1 1/8"
10' - 7 7/8"
10' - 7 7/8"
8"
BUILDING HEIGHT
42' - 7"
19' - 0"9' - 5"36' - 5 1/2"40' - 3"36' - 5 1/2"9' - 5"18' - 11"4' - 0"
169' - 11"
CEMENTITIOUS
SHAKE SIDING
BUILDING IDENTIFICATION SIGN
BUILDING IDENTIFICATION SIGN
CEMENTITIOUS LAP SIDING BOARD AND BATTEN CEMENTITIOUS LAP SIDING
LOW FENCE, RE: LANDSCAPE LOW FENCE, RE: LANDSCAPE
LOW FENCE, RE: LANDSCAPE
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A-5
2 36-PLEX PERSPECTIVE
1/8" = 1'-0"A-5
1 36-PLEX FRONT ELEVATION (DRIVE AISLE SIDE)
19 of 39
BOARD AND
BATTEN
WHITE VINYL
WINDOW
DIMENSIONAL
ASPHALT SHINGLES
CEMENTITIOUS
FASCIA
METAL RAIL
PAINTED WHITE
CEMENTITIOUS
SIDING
BOARD AND
BATTEN
WATER
ENTRY ROOM
15' - 9"35' - 6"5' - 7"6' - 1"4' - 1"
67' - 0"
11' - 6 1/8"
9' - 1 1/8"
10' - 7 7/8"
10' - 7 7/8"
8"
BUILDING HEIGHT
42' - 7"
UTILITY
EQUIPMENT
SYNTHETIC STONE
VENEER
BOARD AND
BATTEN
CEMENTITIOUS
SIDING
METAL RAIL
PAINTED WHITE
CEMENTITIOUS
FASCIA
DIMENSIONAL
ASPHALT SHINGLES
WHITE VINYL
WINDOW
UTILITY
EQUIPMENT
15' - 9"35' - 6"15' - 9"
67' - 0"
8"
10' - 7 7/8"
10' - 7 7/8"
9' - 1 1/8"
11' - 6 1/8"
BUILDING HEIGHT
42' - 7"
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2852 PLYMOUTH GREEN
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
MATERIAL LEGEND
8"
10' - 7 7/8"
10' - 7 7/8"
9' - 1 1/8"
11' - 6 1/8"
WHITE VINYL
WINDOW
CEMENTITIOUS
SHAKE SIDING
CEMENTITIOUS FASCIA BOARD AND BATTEN DIMENSINONAL ASPHALT SHINGLES CEMENTITIOUS SIDING
SYNTHETIC STONE VENEER
4' - 0"18' - 11"9' - 5"36' - 5 1/2"40' - 3"36' - 5 1/2"9' - 5"19' - 0"
BUILDING HEIGHT
42' - 7"
STREET SIDE PATIO GATE
STREET SIDE ENTRY FEATURE
169' - 11"
LOW FENCE, RE: LANDSCAPE
LOW FENCE, RE: LANDSCAPE
LOW FENCE, RE: LANDSCAPE
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1/8" = 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 (STREET SIDE)
20 of 39
8"
12' - 1 1/8"
21' - 1 7/8"
SYNTHETIC
STONE VENEER
ANODIZED ALUMINUM
STOREFRONT SYSTEM
BOARD AND
BATTEN
METAL FASCIA
ANODIZED ALUMINUM
STOREFRONT SYSTEM
65' - 0"2' - 0"
67' - 0"
BUILDING HEIGHT
33' - 11"
CEMENTITIOUS
SHAKE SIDING
MECHANICAL
SCREENING
CEMENTITIOUS SHAKE SIDING
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT WINDOWS
STRUCTURAL STEEL POST
SYNTHETIC STONE VENEER
METAL FASCIA
ANODDIZED ALUMINUM
STOREFRONT SYSTEM
34' - 3"15' - 4"2' - 4"17' - 7 1/2"3' - 1"16' - 3 1/2"6' - 5"47' - 8"
143' - 0"
21' - 1 7/8"
12' - 1 1/8"
8"
BUILDING HEIGHT
33' - 11"
BUILDING IDENTIFICATION SIGN
MECHANICAL SCREENING
MECHANICAL SCREENING
EXTERIOR TILE
SYNTHETIC
STONE VENEER
22' - 6"1' - 6"
24' - 0"
METAL FASCIA
ANODIZED ALUMINUM
STOREFRONT SYSTEM
GLASS RAILING
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
MATERIAL LEGEND
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
METAL FASCIA -QUICK PANEL TRIM/REVEALS WITH
ALUMINUM PANELS (ALUCOIL LARSON)
APPROXIMATELY 3'-0" BETWEEN REVEALS
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1/8" = 1'-0"A-7
3 CLUBHOUSE EAST ELEVATION
1/8" = 1'-0"A-7
1 CLUBHOUSE NORTH ELEVATION
1/8" = 1'-0"A-7
2 CLUBHOUSE COURTYARD WEST ELEVATION
A-7
4 CLUBHOUSE PERSPECTIVE
21 of 39
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT SYSTEM
STRUCTURAL
STEEL POST
DECORATIVE
BREEZE BLOCK
SYNTHETIC STONE VENEER
METAL FASCIA
DECORATIVE BREEZE BLOCK
111' - 5 1/2"1' - 10"7' - 1"2' - 3"
120' - 4 1/2"
12' - 1 1/8"
8"
MECHANICAL SCREENING
BUILDING HEIGHT
33' - 11"
UTILITY EQUIPMENT
DECORATIVE
METAL GATE
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT SYSTEM
METAL FASCIA
BOARD & BATTEN
SYNTHETIC STONE VENEER
CEMENTITIOUS SIDING FASCIA
ANODIZED ALUMINUM
STOREFRONT SYSTEM
20' - 0"29' - 6 1/2"44' - 4 1/2"49' - 1"
21' - 1 7/8"
12' - 1 1/8"
8"
BUILDING HEIGHT
33' - 11"
143' - 0"
MECHANICAL SCREENING
MECHANICAL SCREENING
SYNTHETIC STONE VENEER
METAL FASCIA DECORATIVE BREEZE BLOCK
SYNTHETIC STONE VENEER
ANODIZED ALUMINUM
STOREFRONT SYSTEM
59' - 1"
8"
12' - 1 1/8"
DECORATIVE BREEZE BLOCK
CEMENTITIOUS BOARD & BATTEN -SW 2855 SYCAMORE TAN
TRIM -SW 0054 TWILIGHT GRAY
PANEL -SW 7673 PEWTER CAST
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
MATERIAL LEGEND
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
METAL FASCIA -QUICK PANEL TRIM/REVEALS WITH
ALUMINUM PANELS (ALUCOIL LARSON)
APPROXIMATELY 3'-0" BETWEEN REVEALS
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1/8" = 1'-0"A-8
3 CLUBHOUSE WEST ELEVATION
1/8" = 1'-0"A-8
1 CLUBHOUSE SOUTH ELEVATION
1/8" = 1'-0"A-8
2 CLUBHOUSE COURTYARD EAST ELEVATION
22 of 39
ANODIZED ALUMINUM
STOREFRONT SYSTEM
CEMENTITIOUS
SHAKE SIDING
DIMENSIONAL ASPHALT SHINGLES
BOARD AND
BATTEN
STOREFRONT
CASEMENT
WINDOWS
METAL FASCIA
SYNTHETIC STONE
VENEER
8' - 0"
9' - 1 1/8"
11' - 7 7/8"
8"
BUILDING HEIGHT
29' - 5"
CANOPY AND STRUCTURAL STEEL
AT PRIMARY RESIDENTIAL ENTRY
1' - 6"18' - 6"49' - 10"
69' - 10"
BUILDING IDENTIFICATION SIGN
METAL FASCIA CANOPY AND STRUCTURAL
STEEL COLUMNS AT PRIMARY
RESIDENTIAL ENTRY
CEMENTITIOUS
SIDING
CEMENTITIOUS
SHAKE SIDING
SYNTHETIC
STONE VENEER
8' - 0"
9' - 1 1/8"
11' - 7 7/8"
8"
BUILDING HEIGHT
29' - 5"
9' - 0 1/2"3' - 6"37' - 0"1' - 6"
42' - 0"
CEMENTITIOUS
SHAKE SIDING
SYNTHETIC
STONE VENEER
CEMENTITIOUS
SHAKE SIDING
ANODIZED ALUMINUM
STOREFRONT SYSTEM
8' - 0"
9' - 1 1/8"
11' - 7 7/8"
8"
BUILDING HEIGHT
29' - 5"
20' - 5 1/2"21' - 6 1/2"
42' - 0"
CANOPY AND STRUCTURAL
STEEL COLUMNS AT PRIMARY
RESIDENTIAL ENTRYMETAL FASCIA
8"
11' - 7 7/8"
9' - 1 1/8"
8' - 0"
METAL AND FROSTED
GLASS OVERHEAD
DOOR
SYNTHETIC
STONE VENEER
STOREFRONT
CASEMENT
CEMENTITIOUS SHAKE SIDING DIMENSIONAL ASPHALT SHINGLES METAL FASCIA
BOARD AND
BATTEN
BUILDING HEIGHT
29' - 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
MATERIAL LEGEND
CEMENTITIOUS SHAKE SIDING -SW 2858 HARVEST GOLD
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
METAL FASCIA -QUICK PANEL TRIM/REVEALS WITH
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1/8" = 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
A-9
5 3-PLEX PERSPECTIVE
23 of 39
11' - 7"
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
PAINTED STEEL COLUMN
COLOR DARK GRAYBLACK
11' - 7"
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
PAINTED STEEL COLUMN
COLOR DARK GRAYBLACK
11' - 7"
34' - 5"
STANDING SEAM METAL ROOFING
COLOR DARK GRAYBLACK
PAINTED STEEL COLUMN
COLOR DARK GRAYBLACK
MATERIAL LEGEND
ENVIRONMENTAL STONEWORKS -SOUTHERN LEDGE CARTONA
10' - 10"
16' - 8"4' - 8 1/2"
SYNTHETIC STONE
VENEER
PAINTED STEEL
COLUMNS AND
BEAMS
WOOD FRAMED ROOF
PROTECTED TO 1-HR
STANDING SEAM METAL ROOF
COLOR: DARK GREY-BLACK
CEMENTITIOUS
SOFFIT UNDERSIDE
STONE CAP
METAL FASCIA TO MATCH
CLUBHOUSE
SYNTHETIC STONE
VENEER
PAINTED STEEL
COLUMNS AND
BEAMS
STONE CAP
10' - 10"
1' - 4 1/2"19' - 4"
SYNTHETIC STONE
VENEER
PAINTED STEEL
COLUMNS AND
BEAMS
1' - 4 1/2"19' - 4"
10' - 10"
STONE CAP
10' - 10"
19' - 8"
SYNTHETIC STONE
VENEER
PAINTED STEEL
COLUMNS AND
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METAL FASCIA TO MATCH
CLUBHOUSE
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BRICK COLUMN SUPPORT
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1/8" = 1'-0"A-10
8 SIDE CARPORT ELEVATION
1/8" = 1'-0"A-10
9 REAR CARPORT ELEVATION
1/8" = 1'-0"A-10
10 FRONT CARPORT ELEVATION
A-10
11 CARPORT AXO
A-10
4 3D INTERIOR PORTAL
3/16" = 1'-0"A-10
3 NORTH-SOUTH PORTAL ELEVATION
3/16" = 1'-0"A-10
1 INTERIOR PORTAL ELEVATION
A-10
5 3D EAST-WEST PORTAL
3/16" = 1'-0"A-10
2 EAST-WEST PORTAL ELEVATION
3/16" = 1'-0"A-10
6 NORTH-SOUTH PORTAL ELEVATION
A-10
7 3D NORTH-SOUTH PORTAL
24 of 39
PRECAST STONE CAP CMU BLOCK WALL CMU BLOCK WALL METAL GATE
6' - 0"
CMU BLOCK WALL METAL GATE
6' - 0"
11' - 0"
6' - 0"
METAL GATE PRECAST STONE CAP CMU BLOCK WALL
32' - 0"
32' - 0"
5' - 10 3/4"
8' - 5 3/8"
11' - 0"CONCRETE SERVICE PAD
3
Y
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95 GALLON TRASH CONTAINER
CONCRETE SERVICE PAD
95 GALLON RECYCLE CONTAINER
3
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CMU BLOCK -STACK BOND -BASELITE 807 WR -GROUND FACE
MATERIAL LEGEND
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3/16" = 1'-0"A-11
1 REAR ELEVATION
3/16" = 1'-0"A-11
2 SIDE 02 ELEVATION
3/16" = 1'-0"A-11
3 SIDE 01 ELEVATION
3/16" = 1'-0"A-11
4 FRONT ELEVATION
3/16" = 1'-0"A-11
5 PLAN VIEW
A-11
6 Trash Enclosure Planning Axo
25 of 39
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N/S PEDESTRIAN CONNECTION -LOOKING NORTH PRECISION DRIVE -LOOKING WEST
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26 of 39
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27 of 39
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36 PLEX -STREET ELEVATION -PLYMOUTH GREEN 36-PLEX -FRONT ELEVATION -PLYMOUTH GREEN
24-PLEX -STREET ELEVATION -HARVEST GOLD 24-PLEX -FRONT ELEVATION -HARVEST GOLD
28 of 39
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2
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36-PLEX -FRONT ELEVATION -POWDER BLUE 36-PLEX -STREET ELEVATION -POWDER BLUE
24-PLEX -STREET ELEVATION -CARIBBEAN CORAL 24-PLEX -FRONT ELEVATION -CARIBBEAN CORAL
29 of 39
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30 of 39
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31 of 39
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32 of 39
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33 of 39
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8 STREET SIDE ENTRANCE CANOPY
A-20
7 STAIR ENTRANCE CANOPY
A-20
6 BASIC RAILING
A-20
5 JULIET RAILING
3/32" = 1'-0"A-20
1 36-PLEX REAR ELEVATION (STREET SIDE)
A-20
4 STREET SIDE PATIO WITH GATE
A-20
3 PATIO
3/32" = 1'-0"A-20
2 36-PLEX FRONT ELEVATION (DRIVE AISLE SIDE)
GLASS INFILL
PANEL
TUBE STEEL
FRAME
CEMENTITIOUS
PANEL FASCIA
WITH TRIM AND
BATTENS
ENTRY BALCONY
TO EXTEND 3'
PAST WALL
GLASS INFILL
PANEL
TUBE STEEL
FRAME
CEMENTITIOUS
PANEL FASCIA
WITH TRIM AND
BATTENS
ENTRY BALCONY
TO EXTEND 3'
PAST WALL
TUBE STEEL
FRAME
WITH 1/2" SQUARE
BALUSTERS
APPLIED TO
FRONT OF ENTRY
BALCONY TO
EXTEND 3' PAST
WALL
34 of 39
BUILDING 2
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BUILDING 5BUILDING 6
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BUILDING 1
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/ / / / / / / // / / / / / / /
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CT
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CT
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CTV CTV CTV CTV CTV CTV CTV
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GAS
GAS
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ELEC
F.O.F.O.
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0.5
0.5
0.7
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0.6
0.5
0.4
0.3
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0.3
0.3
0.4
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0.6
0.5
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0.7
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1.0
0.9
0.7
0.6
0.5
0.5
0.5
0.4
0.4
0.7
1.1
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0.5
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0.9
1.3
1.4
1.4
1.0
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0.8
0.8
0.7
0.5
0.6
1.1
1.3
1.5
1.1
0.3
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2.2
1.3
0.8
1.1
1.7
1.7
1.7
1.3
1.3
1.2
1.2
0.9
0.7
0.8
1.3
1.5
1.7
1.3
0.3
0.1
0.1
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0.0
0.0
1.5
1.1
0.8
1.9
2.0
1.9
1.7
1.4
1.3
1.2
1.3
1.1
0.8
1.1
1.4
1.7
2.0
1.7
0.3
0.1
0.0
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0.7
0.8
0.7
2.0
2.0
1.9
1.7
1.4
1.3
1.2
1.3
1.1
1.0
1.3
1.5
1.7
1.8
0.7
0.2
0.1
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0.1
0.3
0.7
1.5
2.2
1.8
0.9
0.5
0.5
0.9
1.8
2.3
1.5
0.6
0.3
0.1
0.1
0.2
0.6
1.3
2.1
1.6
0.7
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0.1
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.1
0.8
0.5
0.8
1.3
1.7
2.0
1.3
0.1
0.6
3.0
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.7
0.9
0.5
0.7
1.2
1.6
1.5
0.8
0.1
1.0
3.9
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.8
0.9
0.5
0.7
1.1
1.3
1.1
0.4
0.0
0.3
0.7
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
1.4
0.8
0.5
0.6
0.7
0.8
0.9
0.3
0.0
0.7
1.2
0.3
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.7
0.6
0.4
0.4
0.5
0.6
0.6
0.2
0.0
0.2
0.4
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.3
0.3
0.3
0.3
0.3
0.4
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.2
0.2
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
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0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.0
0.0
SCALE:1 SITE LIGHTING PHOTOMETRIC
1" = 50'-0"
PHOTOMETRY PLAN GENERAL NOTES:
1.VALUES SHOWN ARE MAINTAINED HORIZONTAL
ILLUMINANCE VALUES MEASURED AT GRADE.
2.SITE LIGHTING DESIGN HAS BEEN COMPLETED TO
PRODUCE EVEN ILLUMINATION OF PARKING AND
PAVED AREAS.
3.ALL LIGHT FIXTURES SHALL BE FULLY SHIELDED
AND DIRECT LIGHT DOWNWARDS.
4.THERE WILL BE NO OFF-SITE GLARE ALLOWED.
5.ALL EXTERIOR LIGHTING, TO BE PHOTOCELL
CONTROLLED. PROVIDE IECC COMPLIANT
CONTROLS AND VERIFY ALL CONTROLS WITH
OWNERSHIP PRIOR TO PURCHASE AND INSTALL.
SITE LIGHTING DESIGN HAS BEEN COMPLETED TO
CONFORM TO CITY OF FORT COLLINS EXTERIOR
LIGHTING STANDARDS
PROPERTY LINE
10' BEYOND PROPERTY LINE
A A A
A
B
B
C
SB
SB
A A A
A
A
A
A
A
SC
SA5
SA3
AAA
SA5SA5
SC
SC
SC
SC
SC
SC
SC
SCSC
AAA
A
A
A
A
A
A
D
D
D
D
D
D
D
D
D
D
D DD D D
SA3
SA3
D
D
D
D
D
D
D
D
B
SB SB
SB
C C
C B
CA2
CA2 CA2 CA2 CA2
CA2 CA2
CA2 CA2
CA2
CA2
CA2
CA2
D
D
B
B
B
B
E
E
E
E
SA3
SA3
Sheet
TH
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STUDIO LIGHTNING
63 SUNSET DR.
BAILEY, CO 80421
303.242.1572
LP1
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35
LUMINAIRE SCHEDULE
Symbol Label LLFWattsCatalog NumberGeneral Description LampMounting Height Color Lumens SHIELDING
1.00
1.00
1.00
1.00
1.00
1.00
1.00
LED
LED
LED
LED
LED
LED
LED
A
B
C
CA2
D
SA3
SA5
1.00LED
SB
1.00LED
SC
18'-0" AFG
7'-6" AFG
11'-0" AFG
9'-0" AFG
10'-0" AFG
20'-0" AFG
20'-0" AFG
12'-0" AFG
3'-6" AFG
BRONZE
BLACK
BLACK
BLACK
BLACK
BRONZE
BRONZE
BRONZE
WHITE
24W
12W
12W
13W
15W
54W
54W
67W
16W
FULL CUT-OFF
FULL CUT-OFF
FULL CUT-OFF
FULL CUT-OFF
FULL CUT-OFF
FULL CUT-OFF
FULL CUT-OFF
FULL CUT-OFF
FULL CUT-OFF
LITHONIA
WPX1-LED-P2-30K-
MVOLT-DDBXD
PROGRESS
LIGHTING
P563000-143-30K
LUMARK
XTOR1B-Y-BZ
ELITE LIGHTING
B6IX-LED-RL630-900L-
120-30K-W-WH
JUNO
JSF-7IN-30K-90CRI-
MVOLT-ZT-JSFTRIM-
7IN-BZ
LITHONIA
DSX1-LED-P1-30K-T3M-
MVOLT-SPA-DBLXD-HSS
LITHONIA
DSX1-LED-P1-30K-T5M-
MVOLT-SPA-DBLXD
SELUX
SACL-R4-1-LG3105-30-
12-BK-208-S635BK
INVUE
ABB-B1-8030-LED-42-D1-
S-BK
2748
907
1327
900
1000
6468
6711
4900
717
A
B
C
CA2
DSA3/SA5
SBSC
WALL MOUNT
ENTRIES
WALL SCONCE
ENTRIES
WALL MOUNT
ENTRIES
DOWNLIGHT
OVERHANGS
DOWNLIGHT
OVERHANGS
SITE POLE
PARKING & DRIVES
SITE POLE
PARKING & DRIVES
PEDESTRIAN POLE
WALKWAYS
BOLLARD
WALKWAYS
BUG RATING
B1-U0-G1
B1-U0-G0
B1-U0-G0
B1-U0-G1
B1-U0-G0
B1-U0-G1
B1-U0-G1
B1-U0-G1
B1-U0-G1
Kelvin
3000
3000
3000
3000
3000
3000
3000
3000
3000
CALCULATED SITE AREA:
HARDSCAPE (WALKWAYS AND PLAZAS) = 49,911SF
DRIVEWAYS AND PARK = 105,597 SF
TOTAL AREA = 155,508SF
TOTAL INITIAL LUMINAIRE LUMENS
LIGHTING CONTEXT AREA LC1
FIXTURE
TYPE
LUMENS PER
FIXTURE
NO. OF
FIXTURES
TOTAL
LUMENS
A 2,748 24 65,952
B 907 9 8,163
C 1,327 4 5,308
CA2 900 13 11,700
D 1,000 25 25,000
SA3 6,468 3 19,404
SA5 6,711 3 20,133
SB 4,900 5 24,500
SC 717 10 7,170
TOTAL 189,330
TOTAL ALLOWED LUMENS PER SITE LIGHTING
CONTEXT AREA LC1:
HARDSCAPE SQ. FT = 155,508
LUMEN PER SQ. FT = 1.25
TOTAL ALLOWED LUMENS = 194,385
E
SIGN LIGHT
PEDESTRIAN PORTALS
SPECIFIED BY
OTHERS
TBD LED 3000MOUNTED AT
TOP OF
STRUCTURE
500 MAX 10W
MAX
1.00 FULL CUT-OFF B1-U0-G0
OR
B1-U0-G1
E 500 4 2,000
Sheet
TH
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STUDIO LIGHTNING
63 SUNSET DR.
BAILEY, CO 80421
303.242.1572
LP2
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36
1 ONE LINE DIAGRAM - 24 PLEX A
NTSSCALE:
ONE LINE DIAGRAM GENERAL NOTES:
1.E.C. TO FIELD VERIFY EXISTING CONDITIONS
2.ALL EQUIPMENT IS NEW.
3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF
4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO
ANY ROUGH-IN.
5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN
ACCORDANCE WITH NEC 110.22:
5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC
110.22(A)
5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM
AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A).
5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED,
PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES
RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER
TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND
110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
ONE LINE DIAGRAM KEYED NOTES:
1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO
UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS.
2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND
RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING
ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER NEC 250 PART III.
#
LEVEL 1
PAD MOUNTED UTILITY
TRANSFORMER 208/120V,
3-PHASE, 4W
600S/4
T
R1 METER STACK
NEMA 3R
65 k AIC
R1
1
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
Aluminum
600A/3P
600JLLN
>800G
N
G
BOND AND GROUND PER NEC 250
·BUILDING STEEL and
COLD WATER PIPE, 3/0Cu
·UFER, #4Cu
·GROUND ROD, #6Cu
2
600 Class T
600A/3P
METER
UTILITY
M
AMERICAN MIDWEST
POWER COMBINATION
C.T. & DISCONNECT
MCT 600A 208/120V,
3PH, 4W, 85kAIC
N
G
>800G
600/4
NEMA 3R
600S/4
Aluminum
H1
PANEL H1
R2
600S/4
Aluminum
R2 METER STACK
NEMA 3R
65 k AIC
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
600A/3P
600JLLN
N
G
>800G
2 ONE LINE DIAGRAM - 24 PLEX B
NTSSCALE:
ONE LINE DIAGRAM GENERAL NOTES:
1.E.C. TO FIELD VERIFY EXISTING CONDITIONS
2.ALL EQUIPMENT IS NEW.
3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF
4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO
ANY ROUGH-IN.
5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN
ACCORDANCE WITH NEC 110.22:
5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC
110.22(A)
5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM
AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A).
5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED,
PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES
RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER
TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND
110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
LEVEL 1
PAD MOUNTED UTILITY
TRANSFORMER 208/120V,
3-PHASE, 4W
600S/4
T
R1 METER STACK
NEMA 3R
65 k AIC
R1
1
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
Aluminum
600A/3P
600JLLN
>800G
N
G
BOND AND GROUND PER NEC 250
·BUILDING STEEL and
COLD WATER PIPE, 3/0Cu
·UFER, #4Cu
·GROUND ROD, #6Cu
2
600 Class T
600A/3P
METER
UTILITY
M
AMERICAN MIDWEST
POWER COMBINATION
C.T. & DISCONNECT
MCT 600A 208/120V,
3PH, 4W, 85kAIC
N
G
>800G
600/4
NEMA 3R
600S/4
Aluminum
H2
PANEL H2
R2
600S/4
Aluminum
R2 METER STACK
NEMA 3R
65 k AIC
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
600A/3P
600JLLN
N
G
>800G
ONE LINE DIAGRAM KEYED NOTES:
1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO
UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS.
2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND
RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING
ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER NEC 250 PART III.
#
Feeder Schedule
3000/W
2000/W
1600/W
1200/W
1000/W
800/W
760/W
600/W
500/W
400/W
380/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
800G
>800G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
8[W-500kcmil, 400kcmil, 3-1/2"C]
6[W-400kcmil, 250kcmil, 3"C]
5[W-400kcmil, 4/0G, 3"C]
4[W-350kcmil, 3/0G, 3"C]
3[W-400kcmil, 2/0G, 3"C]
3[W-300kcmil, 1/0G, 3"C]
2[W-500kcmil, 1/0G, 3-1/2"C]
2[W-350kcmil, #1G, 3"C]
2[W-250kcmil, #2G, 3"C]
2[W-3/0, #3G, 2"C]
W-500kcmil, #3G, 3-1/2"C
W-350kcmil, #4G, 3"C
W-250kcmil, #4G, 3"C
W-4/0, #4G, 2-1/2"C
W-3/0, #6G, 2"C
W-2/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
*60 Degree
W#1, #6G, 1-1/2"C
W#2, #8G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #10G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#6
#4
#2
1/0
2/0
3/0
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#3, #6G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#12
#10
#8
4/0
250kcmil
Feeder Schedule - Aluminum
3000S/W
2000/W
1600/W
1200/W
1000/W
800/W
750/W
600/W
500/W
400/W
350/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
1000G
>1000G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
14[W-350kcmil, 3"C]
7[W-500kcmil, 400kcmil G, 3-1/2"C]
8[W-250kcmil, 350kcmilG, 3"C]
4[W-500kcmil, 250kcmil G, 3-1/2"C]
4[W-350kcmil, 4/0G, 3"C]
3[W-400kcmil, 3/0G, 3"C]
3[W-350kcmil, 2/0G, 3"C]
2[W-500kcmil, 2/0G, 3-1/2"C]
2[W-350kcmil, 1/0G, 3"C]
2[W-250kcmil, #1G, 3"C]
2[W-4/0, #1G, 2-1/2"C]
W-500kcmil, #2G, 3-1/2"C
W-350kcmil, #2G, 3"C
W-300kcmil, #2G, 3"C
W-250kcmil, #4G, 2-1/2"C
W-4/0, #4G, 2"C
W-3/0, #4G, 2"C
W-2/0, #4G, 2"C
W-1/0, #4G, 2"C
*60 Degree
W-1/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 3/4"C
W#10, #10G, 3/4"C
#4
#2
1/0
3/0
4/0
250
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #6G, 1-1/4"C
W#3, #6G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 1" C
W#10, #8G, 3/4"C
W#12, #10G, 3/4"C
#10
#8
#6
350kcmil
400kcmil
ALUMINUM FEEDER BID ALTERNATE: PROVIDE SEPARATE PRICE FOR ALUMINUM
MAIN FEEDERS WHERE INDICATED ON THE ONE LINE DIAGRAM ONLY. ANY USE
OF ALUMINUM CONDUCTORS SHALL BE APPROVED BY THE OWNER.
4000/W 11[W-500kcmil, 500kcmil, 3-1/2"C]4000S/W 13[W-500kcmil, 800kcmil G, 3-1/2"C]
Sheet
TH
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S
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I
O
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R
E
V
I
E
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S
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T
of 39
Front Range Electrical Engineering
3333 S. Wadsworth Blvd. Suite D210, Lakewood, CO 80227
Fax: 720.638.8870 Ph: 303.985.0548
E1
ON
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L
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D
I
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4
P
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X
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&
2
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P
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X
B
37
1 ONE LINE DIAGRAM - 36 PLEX
NTSSCALE:
ONE LINE DIAGRAM GENERAL NOTES:
1.E.C. TO FIELD VERIFY EXISTING CONDITIONS
2.ALL EQUIPMENT IS NEW.
3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF
4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO
ANY ROUGH-IN.
5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN
ACCORDANCE WITH NEC 110.22:
5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC
110.22(A)
5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM
AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A).
5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED,
PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES
RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER
TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND
110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
2 ONE LINE DIAGRAM - 3 PLEX
NTSSCALE:
ONE LINE DIAGRAM GENERAL NOTES:
1.E.C. TO FIELD VERIFY EXISTING CONDITIONS
2.ALL EQUIPMENT IS NEW.
3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF
4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO
ANY ROUGH-IN.
5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN
ACCORDANCE WITH NEC 110.22:
5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC
110.22(A)
5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM
AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A).
5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED,
PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES
RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER
TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND
110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
LEVEL 1
PAD MOUNTED UTILITY
TRANSFORMER 208/120V,
3-PHASE, 4W
600S/4
T
R1 METER STACK
NEMA 3R
65 k AIC
R1
1
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
Aluminum
600A/3P
600JLLN
>800G
N
G
BOND AND GROUND PER NEC 250
·BUILDING STEEL and
COLD WATER PIPE, 3/0Cu
·UFER, #4Cu
·GROUND ROD, #6Cu
2
600 Class T
600A/3P
METER
UTILITY
M
AMERICAN MIDWEST
POWER COMBINATION
C.T. & DISCONNECT
MCT 600A 208/120V,
3PH, 4W, 85kAIC
N
G
>800G
600/4
NEMA 3R
600S/4
Aluminum
H3
PANEL H3
R2
600S/4
Aluminum
R2 METER STACK
NEMA 3R
65 k AIC
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
600A/3P
600JLLN
N
G
R3
600S/4
Aluminum
R3 METER STACK
NEMA 3R
65 k AIC
M
M
M
M
M
M
M
M M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
M MM
600A/3P
600JLLN
N
G
>800G >800G
ONE LINE DIAGRAM KEYED NOTES:
1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO
UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS.
2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND
RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING
ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER NEC 250 PART III.
#
ONE LINE DIAGRAM KEYED NOTES:
1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO
UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS.
2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND
RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING
ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER NEC 250 PART III.
#
LEVEL 1
PAD MOUNTED UTILITY
TRANSFORMER 208/120V,
3-PHASE, 4W
400S/4
T
R4 METER STACK
NEMA 3R
65 k AIC
R4
1
M
M
M
UNIT
PANEL
TYPICAL
125/3
(TYPICAL FOR
EACH UNIT)
42 k AIC
125A/2P WITH HOT SEQUENCE UTILITY
METER PER UTILITY, TYPICAL
Aluminum
400A/3P
400JLLN
>800G
N
G
BOND AND GROUND PER NEC 250
·BUILDING STEEL and
COLD WATER PIPE, 3/0Cu
·UFER, #4Cu
·GROUND ROD, #6Cu
2
400 Class T
400A/3P
METER
UTILITY
M
AMERICAN MIDWEST
POWER COMBINATION
C.T. & DISCONNECT
MCT 400A 208/120V,
3PH, 4W, 85kAIC
N
G
>800G
400/4
NEMA 3R
400S/4
Aluminum
H4
PANEL H4
Feeder Schedule
3000/W
2000/W
1600/W
1200/W
1000/W
800/W
760/W
600/W
500/W
400/W
380/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
800G
>800G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
8[W-500kcmil, 400kcmil, 3-1/2"C]
6[W-400kcmil, 250kcmil, 3"C]
5[W-400kcmil, 4/0G, 3"C]
4[W-350kcmil, 3/0G, 3"C]
3[W-400kcmil, 2/0G, 3"C]
3[W-300kcmil, 1/0G, 3"C]
2[W-500kcmil, 1/0G, 3-1/2"C]
2[W-350kcmil, #1G, 3"C]
2[W-250kcmil, #2G, 3"C]
2[W-3/0, #3G, 2"C]
W-500kcmil, #3G, 3-1/2"C
W-350kcmil, #4G, 3"C
W-250kcmil, #4G, 3"C
W-4/0, #4G, 2-1/2"C
W-3/0, #6G, 2"C
W-2/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
*60 Degree
W#1, #6G, 1-1/2"C
W#2, #8G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #10G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#6
#4
#2
1/0
2/0
3/0
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#3, #6G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#12
#10
#8
4/0
250kcmil
Feeder Schedule - Aluminum
3000S/W
2000/W
1600/W
1200/W
1000/W
800/W
750/W
600/W
500/W
400/W
350/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
1000G
>1000G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
14[W-350kcmil, 3"C]
7[W-500kcmil, 400kcmil G, 3-1/2"C]
8[W-250kcmil, 350kcmilG, 3"C]
4[W-500kcmil, 250kcmil G, 3-1/2"C]
4[W-350kcmil, 4/0G, 3"C]
3[W-400kcmil, 3/0G, 3"C]
3[W-350kcmil, 2/0G, 3"C]
2[W-500kcmil, 2/0G, 3-1/2"C]
2[W-350kcmil, 1/0G, 3"C]
2[W-250kcmil, #1G, 3"C]
2[W-4/0, #1G, 2-1/2"C]
W-500kcmil, #2G, 3-1/2"C
W-350kcmil, #2G, 3"C
W-300kcmil, #2G, 3"C
W-250kcmil, #4G, 2-1/2"C
W-4/0, #4G, 2"C
W-3/0, #4G, 2"C
W-2/0, #4G, 2"C
W-1/0, #4G, 2"C
*60 Degree
W-1/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 3/4"C
W#10, #10G, 3/4"C
#4
#2
1/0
3/0
4/0
250
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #6G, 1-1/4"C
W#3, #6G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 1" C
W#10, #8G, 3/4"C
W#12, #10G, 3/4"C
#10
#8
#6
350kcmil
400kcmil
ALUMINUM FEEDER BID ALTERNATE: PROVIDE SEPARATE PRICE FOR ALUMINUM
MAIN FEEDERS WHERE INDICATED ON THE ONE LINE DIAGRAM ONLY. ANY USE
OF ALUMINUM CONDUCTORS SHALL BE APPROVED BY THE OWNER.
4000/W 11[W-500kcmil, 500kcmil, 3-1/2"C]4000S/W 13[W-500kcmil, 800kcmil G, 3-1/2"C]
Sheet
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Front Range Electrical Engineering
3333 S. Wadsworth Blvd. Suite D210, Lakewood, CO 80227
Fax: 720.638.8870 Ph: 303.985.0548
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1 ONE LINE DIAGRAM - CLUBHOUSE
NTSSCALE:
ONE LINE DIAGRAM GENERAL NOTES:
1.E.C. TO FIELD VERIFY EXISTING CONDITIONS
2.ALL EQUIPMENT IS NEW.
3.ALL EXTERIOR EQUIPMENT TO BE WEATHERPROOF
4.FIELD VERIFY INSTALLATION REQUIREMENTS WITH UTILITY PRIOR TO
ANY ROUGH-IN.
5.THE E.C. SHALL PROVIDE LABELING OF ALL DISCONNECTING MEANS IN
ACCORDANCE WITH NEC 110.22:
5.a.PROVIDE LABEL ON EACH DISCONNECTING MEANS PER NEC
110.22(A)
5.b.SERVICE EQUIPMENT SHALL BE LABELED WITH THE MAXIMUM
AVAILABLE FAULT CURRENT AND DATE PER NEC 110.24(A).
5.c.WHERE ANY SERIES RATED COMBINATION SYSTEMS ARE UTILIZED,
PROVIDE LABEL ON EQUIPMENT CLOSURE INDICATING THE SERIES
RATED SYSTEM COMPONENTS INCLUDING FUSE AND BREAKER
TYPES AND RATINGS IN ACCORDANCE WITH NEC 110.22(B) AND
110.22(C): CAUTION -- SERIES COMBINATION SYSTEM RATED ____
AMPERES. IDENTIFIED REPLACEMENT COMPONENTS REQUIRED.
ONE LINE DIAGRAM KEYED NOTES:
1.PROVIDE CONCRETE PAD FOR UTILITY COMPANY PAD MOUNT TRANSFORMER. REFER TO
UTILITY COMPANY STANDARD FOR INSTALLATION AND USE FOR REQUIREMENTS.
2.PROVIDE GROUNDING ELECTRODE CONDUCTORS, GROUNDING ELECTRODES FOR GROUND
RODS, WATER SERVICE, BUILDING STEEL, AND CONCRETE ENCASED GROUNDING
ELECTRODES, AND ALL CONNECTIONS AS REQUIRED PER NEC 250 PART III.
#
PAD MOUNTED UTILITY
TRANSFORMER 208/120V,
3-PHASE, 4W
T
>800G
N
G
BOND AND GROUND PER NEC 250
·BUILDING STEEL and
COLD WATER PIPE, 3/0Cu
·UFER, #4Cu
·GROUND ROD, #6Cu
1
2
PANEL
C
400A/3P
400/4
1
SWITCHBOARD 'MSB-C, 4000A 208/120V,
3-PHASE, 4W, 85KAIC, NEMA 3R
1-400A/3P
SPACE
4000A/3P
4000KRP
PANEL
P
100A/3P
100/4
3
METER
UTILITYM
4000S/4
COPPER
LEVEL 1
PROVIDE ARC-FLASH REDUCTION REQUIRED PER 2020
NEC. PROVIDE ARC-FLASH HAZARD WARNING PER NEC
110.16(A) AND ARC-FLASH LABEL PER NEC 110.16(B)
PANEL
F
400A/3P
400/4
2
PANEL
EV1
400/4
4
400A/3P
PANEL
EV2
400/4
5
400A/3P
PANEL
EV3
400/4
6
400A/3P
PANEL
EV4
400/4
7
400A/3P
PANEL
EV5
400/4
8
400A/3P
Feeder Schedule
3000/W
2000/W
1600/W
1200/W
1000/W
800/W
760/W
600/W
500/W
400/W
380/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
800G
>800G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
8[W-500kcmil, 400kcmil, 3-1/2"C]
6[W-400kcmil, 250kcmil, 3"C]
5[W-400kcmil, 4/0G, 3"C]
4[W-350kcmil, 3/0G, 3"C]
3[W-400kcmil, 2/0G, 3"C]
3[W-300kcmil, 1/0G, 3"C]
2[W-500kcmil, 1/0G, 3-1/2"C]
2[W-350kcmil, #1G, 3"C]
2[W-250kcmil, #2G, 3"C]
2[W-3/0, #3G, 2"C]
W-500kcmil, #3G, 3-1/2"C
W-350kcmil, #4G, 3"C
W-250kcmil, #4G, 3"C
W-4/0, #4G, 2-1/2"C
W-3/0, #6G, 2"C
W-2/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
*60 Degree
W#1, #6G, 1-1/2"C
W#2, #8G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #10G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#6
#4
#2
1/0
2/0
3/0
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#3, #6G, 1-1/4"C
W#3, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #10G, 1"C
W#8, #10G, 1" C
W#8, #10G, 1" C
W#10, #10G, 3/4"C
W#12, #12G, 3/4"C
#12
#10
#8
4/0
250kcmil
Feeder Schedule - Aluminum
3000S/W
2000/W
1600/W
1200/W
1000/W
800/W
750/W
600/W
500/W
400/W
350/W
300/W
250/W
225/W
200/W
175/W
150/W
125/W
110/W
100/W
90/W
80/W
70/W
60/W
50/W
40/W
30/W
20/W
This table indicates minimum conductor size for feeders
of the ampacity indicated where #/W indicates the #-Ampacity
and W-numbers of wire, #S/W indicates no ground.
All conductors shall be Aluminum unless noted otherwise.
* Conductor Ampacities shall be based on table 310.15(B)(16)
60 degree column up to 100 Amps and 75 degree column
above 100 Amps unless otherwise permitted by NEC. Ampacity
rating shall be selected in accordance NEC 110.14 (C).
The master electrician shall be responsible for ensuring
that no feeders or branch circuits are installed in a manner
or sized in such a way as to violate the NEC.
Service Ground Table
150G
200G
300G
500G
1000G
>1000G
Service Ground Conductors sized Per NEC Table 250.66
Equipment Ground Conductors sized Per NEC Table 250.122
All conductors shall be Aluminum unless noted otherwise.
The service ground chart indicates the minimum Service
Ground Conductor based on #G where # is the ampacity from
the chart above, and the equipment ground chart indicates the
minimum equipment grounding conductor size #EG where
# is the rating/ setting of the overcurrent device protecting the
conductors and equipment.
Where discrepancies occur between the Feeder Schedule
Schedule and the Grounding Tables, the larger conductor
shall be used unless otherwise permitted by the NEC.
The installation shall meet all NEC 250 grounding and bonding
requirements including 250.4 Path for Fault Current. Provide
complete raceway systems metallically joined, connected, and
fittings as required for electrical continuity per NEC 300.10
14[W-350kcmil, 3"C]
7[W-500kcmil, 400kcmil G, 3-1/2"C]
8[W-250kcmil, 350kcmilG, 3"C]
4[W-500kcmil, 250kcmil G, 3-1/2"C]
4[W-350kcmil, 4/0G, 3"C]
3[W-400kcmil, 3/0G, 3"C]
3[W-350kcmil, 2/0G, 3"C]
2[W-500kcmil, 2/0G, 3-1/2"C]
2[W-350kcmil, 1/0G, 3"C]
2[W-250kcmil, #1G, 3"C]
2[W-4/0, #1G, 2-1/2"C]
W-500kcmil, #2G, 3-1/2"C
W-350kcmil, #2G, 3"C
W-300kcmil, #2G, 3"C
W-250kcmil, #4G, 2-1/2"C
W-4/0, #4G, 2"C
W-3/0, #4G, 2"C
W-2/0, #4G, 2"C
W-1/0, #4G, 2"C
*60 Degree
W-1/0, #6G, 2"C
W-1/0, #6G, 2"C
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #8G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 3/4"C
W#10, #10G, 3/4"C
#4
#2
1/0
3/0
4/0
250
Equipment Ground Table
20EG
60EG
100EG
200-1200A per Above
1600EG
2000EG
*75 Degree
W#1, #6G, 1-1/2"C
W#2, #6G, 1-1/4"C
W#2, #6G, 1-1/4"C
W#3, #6G, 1-1/4"C
W#4, #8G, 1-1/4"C
W#6, #8G, 1" C
W#8, #8G, 1" C
W#10, #8G, 3/4"C
W#12, #10G, 3/4"C
#10
#8
#6
350kcmil
400kcmil
ALUMINUM FEEDER BID ALTERNATE: PROVIDE SEPARATE PRICE FOR ALUMINUM
MAIN FEEDERS WHERE INDICATED ON THE ONE LINE DIAGRAM ONLY. ANY USE
OF ALUMINUM CONDUCTORS SHALL BE APPROVED BY THE OWNER.
4000/W 11[W-500kcmil, 500kcmil, 3-1/2"C]4000S/W 13[W-500kcmil, 800kcmil G, 3-1/2"C]
Sheet
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Front Range Electrical Engineering
3333 S. Wadsworth Blvd. Suite D210, Lakewood, CO 80227
Fax: 720.638.8870 Ph: 303.985.0548
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