HomeMy WebLinkAboutAWEIDA - PDP - PDP180008 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE PLANLAND USE STATISTICS
LAND AREA SQ. FT. ACRES % OF NET
LAND AREA PARCEL TOTAL 19,980 0.456
SITE AREA (GROSS) 19,980 0.456
SITE AREA (NET) 19,980 0.456 100%
BUILDING COVERAGE 2,766 0.125 13%
DRIVEWAY AND PARKING COVERAGE 6,278 0.144 31%
PUBLIC STREET RIGHT-OF -WAY 4,999 0.115 25%
LANDSCAPED AREAS 5,862 0.146 29%
OPEN SPACE 0 0 0%
"ACTIVE RECREATIONAL USE" 0 0 0%
BUILDING INTENSITY
TYPE - MIX-USE
BUILDING SQUARE FOOTAGE 5,425 +/-
RESIDENTIAL AREA 4,369 +/-
COMMERICAL/OFFICE AREA 1,056 +/-
INTENSITY (FLOOR AREA RATIO-FAR) 0.272
BUILDING HIEGHT < 30'
PROPOSED ZONING L-M-N
TTL NO. DWELLING UNITS 4
BEDROOMS
(2)-3 BR, (2)-2 BR 10 BR TTL.
GROSS DENSITY 8.7 du/ac
PARKING
VEHICLE PARKING 14
REQUIRED PARKING 9.5
MAXIMUM PARKING NA
PROPOSED PARKING
STANDARD PARKING 13
CAR HANDICAP 0
VAN HANDICAP 1
TOTAL PARKING 14
BICYCLE PARKING TOTAL 14
COVERED BIKE PARKING 8
SITE BIKE PARKING 6
JOB #
REVISIONS
DATE
DRAWN
CHECKED
SHEET
415 E. PITKIN STREET, FORT COLLINS
COLORADO 80524 (970) 493-1023
AWEIDA PDP
MIX-USE DEVELOPMENT
FORT COLLINS, CO
13 JUNE, 2018
CGL
DWL
PRELIMINARY
NOT FOR CONSTRUCTION
(R) S89°39'W 152.50'
(R) N00°07'03"E 132.21'
WEST COUNTY ROAD 38E
SOUTH TAFT HILL ROAD
REC. NO.
20060041951
OHU OHU OHU OHU OHU OHU OHU
(M) S89°53'33"W 152.83'
(M) N00°11'50"E 131.75'
JOB #
REVISIONS
DATE
DRAWN
CHECKED
SHEET
415 E. PITKIN STREET, FORT COLLINS
COLORADO 80524 (970) 493-1023
AWEIDA PDP
MIX-USE DEVELOPMENT
FORT COLLINS, CO
13 JUNE, 2018
CGL
DWL
PRELIMINARY
NOT FOR CONSTRUCTION
A1.2
R
BIKE PARKING STRUCTURE - DETAIL PLAN
1 Scale: 1/4" = 1'-0"
NORTH
6'-8"
13'-0"
2'-0" 3'-0" 3'-0" 3'-0" 2'-0"
1'-10"
TYP.
LINE OF ROOF STRUCTURE ABOVE
INVERTED "U" BIKE RACK
-SEE DETAIL THIS SHEET
1'-10"
2'-5"
1 2 3 4 5 6 7 8
2" SQUARE TUBE STL. POST
2" SQUARE TUBE STL. POST
INVERTED "U" BIKE RACK - TYP
5 Scale: 1/2" = 1'-0"
1-7/8" TUBE STL.
STL. BASE PLATE
FIXED
1'-10"
3'-0"
(R) N00°07'03"E 132.21'
X X X X X X X X X X X
R
HU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU OHU
3-CUBIC YARD
RECYCLING
T R A S H E N C L O S U R E - DETAIL PLAN
6 Scale: 1/4" = 1'-0"
NORTH
8'-0" 5'-4"
4'-8"
13'-4"
8" 13'-4"
8"
19'-4"
13'-4"
4'-0" 8'-8"
6" CONC. CURB
6" CONC. CURB
3-CUBIC YARD
WASTE
3'-0"
6" CONC. CURB
7/A1.2
9/A1.2
8/A1.2
10/A1.2
SLOPE 1/4"/FT. MIN.
SLOPE
SLOPE
SLOPE
6" REINF. CONC. APRON
SLOPE
SLOPE 1/4"/FT. MIN.
RAMP
STL. FRAMED GATE, W/
CORRUGATED MTL.
PROVIDE (2) SLEEVES TO RECEIVE
STL. PIN DOOR ANCHOR
6" DIA. STL. PIPE BOLLARD
STUCCO VENEER, OVER
8" CMU W/ STL. REINF. - TYP
6" DIA. STL. PIPE BOLLARD
7
1 1/2"X1 1/2"X1/8" SQ. TUBE STL. TYP. @ ENDS
1 1/2"X1 1/2"X1/8" STL. ANGLES TYP.
1 1/2"X1 1/2"X1/8" STL. ANGLE TYP.
BOTTOM RAIL
CORRUG. GALV. MTL. - TYP.
1 1/2"X1 1/2" STL. ANGLES - TYP.
STL. LATCH, ON INT. SIDE OF DOORS
STL. PIN ANCHOR, TYP.
@ EA. DOOR
GATE PIVOT/POST:
4" (OUTER DIAMETER) X 3/16" CONC.
FILLED STL. TUBE POST, W/ OUTER STL.
TUBE TO HAVE SUFFICIENT INNER
DIAMETER TO SLIP OVER GATE POST
AND HINGE PROPERLY.
PROVIDE MARINE-TYPE BEARING
GREASE ON POST TUBE O.D. TO I.D.
TOLERANCE NOT TO EXCEED 1/8"
2'-6" 4" 6'-2" 4"
6'-10"
8" 4'-0"
TENANT ACCESS
14'-8"
6'-9 1/2" 1" 6'-9 1/2"
4" PRE-CAST CAP - TYP.
GRADE
REINF. CONC. FDN.
STUCCO, OVER
8" CMU W/ STL. REINF.
REIN. CONC. FND.
T R A S H E N C L O S U R E - FRONT ELEVATION
Scale: 1/2" = 1'-0"
4" PRE-CAST CAP - TYP.
8'-0" 5'-4"
13'-4"
GATE PIVOT/POST:
SEE NOTE 7/A1.2 -
TENANT ACCESS THIS SHEET
STUCCO (MATCH BLDG COLOR,
OVER
8" CMU W/ STL. REINF.
RAMP
6'-10"
2'-6" 4" 6'-2" 4"
8
T R A S H E N C L O S U R E - ELEVATIONS
Scale: 1/4" = 1'-0"
9
4" PRE-CAST CAP - TYP.
STUCCO (MATCH BLDG COLOR, OVER
8" CMU W/ STL. REINF.
19'-4"
2'-6" 4" 6'-2" 4"
6'-10"
REIN. CONC. FND
GRADE
4" PRE-CAST CAP - TYP.
STUCCO (MATCH BLDG COLOR, OVER
8" CMU W/ STL. REINF.
REIN. CONC. FND
13'-4"
GATE PIVOT/POST:
SEE NOTE 7/A1.2 -
THIS SHEET
RAMP
10
GRADE
June 12, 2018 Project Location PROJECT TITLE
AUTHOR NAME
A 01
7'-0"
6'-9"
3'-0"
3'-0" 3'-0"
3'-0"
June 12, 2018 Project Location PROJECT TITLE
AUTHOR NAME
A 01
7'-0"
6'-9"
3'-0"
3'-0" 3'-0"
3'-0"
June 12, 2018 Project Location PROJECT TITLE
AUTHOR NAME
A 01
3'-0"
3'-0" 3'-0"
3'-0"
Project Location PROJECT TITLE
AUTHOR NAME
A 01
7'-0"
6'-9"
3'-0"
3'-0"
B I K E P A R K I N G S T R U C T U R E - ELEVATIONS AND PERSPECTIVES
NTS
SITE DETAILS
OHU OHU OHU OHU OHU OHU OHU
C
ONE WAY
LID
N89°44'28"E
20.00'
S00°18'24"W
19.98'
LINE OF EXIST'G ASPHALT
X X X X X X X X X X X X
X X X X X X X X X X X X
S00°06'18"E
2669.25'
E LINE OF SE 1/4 S33-T7N-R69W
FULL
ACCESS
(R) N89°40'E 152.54'
(M)
N89°45'29"E
133.08'
(M) S00°18'24"W 112.14'
(R) S00°10'W 132.16'
R
R
R
R
R
R
R
T
R
S89°44'27"W
2656.32'
BASIS OF BEARINGS
NORTH LINE OF SE 1/4 S33-T7N-R69W
W W W W W
SS SS SS SS SS SS SS
SS
S45°00'34"E
28.13'
W W W W W W W W W
E E E E E E E
E E E
OHU OHU OHU OHU OHU OHU OHU OHU
W W
G G G G G
FIRE LINE
5153
5154
5155
5154
5156
5155
5156
5157
5158
5156
5154
5155
5154
5154
5154
5154
5155
5154
5'-0" 10'-0"
12'-0"
ADD. R.O.W.
24'-0"
7'-0"
CONC. PATIO
17'-0"
TYP.
17'-0"
TYP.
9'-0" 8'-0" 8'-0"
9'-0"
EASEMENT
28'-0"
ADDITIONAL R.O.W
10' PARKWAY
6' CON.C WALK
6' CONC. WALK
TRASH
ENCLOSURE
CONC.
SEE DETAIL PLAN
6/A1.2
LANDSCAPE
AREA
LANDSCAPE
AREA
LANDSCAPE AREA
LANDSCAPE AREA
30'-0"
EXISTING
R.O.W.
57'-6"
PROPOSED R.O.W.
30'-0"
EXISTING R.O.W
42'-0"
PROPOSED R.O.W.
16'-0" +/-
21'-7 7/8"
CONC. WALK
82'-6"
CONC. WALK
7'-11"
WALK
20'-0"
CONC. WALK
9'-0"
EASEMENT
50'-0"
PARKING SETBACK PER L.C.U.S.S.
20' EMERGENCY ACCESS EASEMENT
S I T E P L A N
1 Scale: 1" = 10 ft
NORTH
BIKE RACK
BIKE RACK
COVERED
BIKE PARKING
SEE DETAIL PLAN
1/A1.2 BIKE RACK
50'-0"
PARKING SETBACK PER L.C.U.S.S.
PARKING
(8 SPACES)
PARKING
(6 SPACES)
PROPOSED BLDG
1ST FLOOR: COMMERCIAL/OFFICE
2ND FLOOR: 3 BEDROOM DWELLING UNIT
1ST FLOOR: 2 BEDROOM DWELLING UNIT
2ND FLOOR: 2 BEDROOM DWELLING UNIT
2 STORY 3 BEDROOM DWELLING UNIT
COMMON AREA
76'-10 1/8"
(State of )
(County of )
Subscribed and sworn to before me this day of
, 20 A.D. by
WITNESS my hand and offical seal.
Notary Public
Address
My Commission Expires:
AWEIDA PROPERTIES, INC.
Approved by the Director of Planning of the City of Fort Collins, Colorado,
on this day of , 20 .
Director of Community Development and Neighborhood Services
The undersigned does/do hereby certify that I/we are the lawful owners of 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'S CERTIFICATION
DAN AWEIDA
DIRECTOR OF COMMUNITY DEVELOPMENT AND
NEIGHBORHOOD SERVICES
Date
LANDSCAPE
AREA
LANDSCAPE
AREA
NEW VINYL FENCE AT
PROPERTY LINE
NEW VINYL FENCE AT
PROPERTY LINE
EXIST'G SIBERIAN ELM
TO BE REMOVED
SEE SHEET L-1
EXIST'G SIBERIAN ELM
TO BE REMOVED
SEE SHEET L-1
EXIST'G HONEYLOCUST
TO REMAIN
SEE SHEET L-1
"VAN ACCESSIBLE"
HANDICAP SIGN
"FIRE LANE NO PARKING"
SIGN
"FIRE LANE
NO PARKING"
SIGN
"FIRE LANE
NO PARKING"
SIGN
BARRICADE SIGNAGE
BIO-RETENTION AREA
- REFER TO CIVIL
POTENTIAL SHARED
ACCESS
TRENCH DRAIN
TRENCH DRAIN
5'-0"
ELEC. METER
END OF VINYL
FENCE
END OF VINYL
FENCE
ELEC. TRANSFORMER
LANDSCAPE
AREA
BIO-RETENTION AREA - REFER TO CIVIL
LANDSCAPE
CONC. PATIO AREA
FIRE
HYDRANT
A1.1
E
X X X
X
X X X X X X
X X X X X X X X X
(R) S89°39'W 152.50'
(R) N00°07'03"E 132.21'
WEST COUNTY ROAD 38E
SOUTH TAFT HILL ROAD
REC. NO.
20060041951
OHU OHU OHU OHU
T S
(M)
S89°53'33"W
152.83'
(M) N00°11'50"E 131.75'
ELEC
VAULT
OHU OHU OHU OHU
E
C
LINE OF EXISTING ASPHALT
LID
EXIST'G CHAIN
LINK FENCE
TO BE REMOVED
E
E
E
E
G
G G
G
G
G
G G
ST ST ST ST ST ST
FO
FO
FO
FO FO
FO FO
FO FO
FO FO FO
ST ST
G G G
G G G
G G G G
G G G G G G G
EXIST'G WOOD FENCE
TO BE REMOVED
EX. CHAIN LINK FENCE
TO BE REMOVED
V.P.
E
G
W
W
N89°44'28"E
20.00'
S00°18'24"W
19.98'
S00°06'18"E
2669.25'
E LINE OF SE 1/4 S33-T7N-R69W
(R) N89°40'E 152.54'
(M)
N89°45'29"E
133.08'
(M) S00°18'24"W 112.14'
(R) S00°10'W 132.16'
T
S89°44'27"W
2656.32'
BASIS OF BEARINGS
NORTH LINE OF SE 1/4 S33-T7N-R69W
S45°00'34"E
28.13'
OHU OHU OHU OHU
E
DECIDUOUS
SHRUBBERY
DECIDUOUS
SHRUBBERY
DECIDUOUS
DECIDUOUS SHRUBBERY
SHRUBBERY
5153
5154
5155
5154
5156
5155
5156
5157
5158
5156
5154
5155
5154
5154
5154
5154
5155
5154
30'-0"
EXISTING
R.O.W.
30'-0"
EXISTING R.O.W
E X I S T I N G C O N D I T I O N S
2 Scale: 1" = 20 ft
NORTH
P R O P E R T Y D E S C R I P T I O N :
A PARCEL OF LAND SITUATE IN THE SOUTHEAST QUARTER OF SECTION 33, TOWNSHIP 7 NORTH, RANGE 69 WEST OF THE 6TH P.M., MORE PARTICULARLY
DESCRIBED AS FOLLOWS: COMMENCING AT THE EAST QUARTER CORNER OF SAID SECTION 33, THENCE SOUTH 00° 10' WEST 162.15 FEET, THENCE SOUTH 89°
39' WEST 29.93 FEET TO THE POINT OF BEGINNING; THENCE SOUTH 89° 39' WEST 152.50 FEET; THENCE NORTH 00° 07' 03" EAST 132.21 FEET; THENCE NORTH
89° 40' EAST 152.54 FEET, THENCE SOUTH 00° 10' WEST 132.16 FEET TO THE POINT OF BEGINNING, EXCEPT THAT PORTION AS CONVEYED IN DEED RECORDED
JUNE 5, 2006 AT RECEPTION NO. 20060041951, COUNTY OF LARIMER, STATE OF COLORADO.
38 E
S TAFT HILL RD
W HORSETOOTH RD
W HARMONY RD
S SHEILDS ST
SITE
V I C I N I T Y M A P
NTS