HomeMy WebLinkAboutRIDGEWOOD HILLS RESIDENCES 4TH FILING - MAJOR AMENDMENT - MJA130003 - SUBMITTAL DOCUMENTS - ROUND 1 - SITE PLAN55*+'.&5564''6
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No. Revision/Issue Date
M. TIMM DEVELOPMENT
PREPARED BY:
1619 KELMSLEY CT. WINDSOR, CO 80550
deanne@TFGcolorado.com (970) 674-3323
PLANNERS / LANDSCAPE ARCHITECTS
CLIENT:
SHEET
OF
PROJECT:
DATE: DRAWN BY:
DLK
SCALE:
By:
THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED
OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS.
3715 Shallow Pond Drive
Ft. Collins, CO 80528
Phone: (970) 226-0264
larrycowen@comcast.net
RIDGWEWOOD HILLS - FOURTH FILING
FORT COLLINS, COLORADO BILL TIMM
233 CARILLO STREET
(805) 963-0358
SANTA BARBARA, CA 93101
AVONDALE RD. & TRIANGLE DR.
TITLE SHEET - SITE PLAN
1 4
Ridgwood
. . . .
4.3.2013
NORTH
INDEX TO DRAWINGS
PDP ADMENDMENT PLAN
VICINITY MAP
SURVEYOR:
ENGINEER:
PLANNER:
OWNER/APPLICANT:
SITE PLAN
RIDGEWOOD HILLS - FOURTH FILING
Ridgwood PDP4.dwg Tuesday, March 12, 2013 11:21:29 AM
LEGAL DESCRIPTION
PARCELS OF LAND LOCATED IN SECTION 14, T.6N., R.69W., OF THE 6TH P.M., CITY OF FORT
COLLINS, COUNTY OF LARIMER, STATE OF COLORADO AND BEING PARTICULARLY
DESCRIBED AS FOLLOWS:
TRACT N AND TRACT T OF RIDGEWOOD HILLS P.U.D., THIRD FILING ACCORDING TO THE
RECORDED PLAT THEREOF AS RECORDED BY THE LARIMER COUNTY CLERK AND
RECORDER ON AUGUST 4, 2000 AS RECEPTION NO. 2000053189.
. . . (WHICH ABOVE DESCRIBED TRACT CONTAINS 10.422 ACRES, MORE OR LESS)
TOTAL AREA
TRACT A TRACT B
227,699 SF / 5.23 AC 226,287 SF / 5.19 AC
8-UNIT
8-UNIT
6-UNIT
6-UNIT
17'
(TYP)
24'
(TYP)
17'
(TYP)
29.2'
24'
15' SETBACK
15'
15' SETBACK
15'
5'
8'
50' FL-FL (EXISTING)
24.7'
EXISTING LIGHT
EXISTING LIGHT
EMERGENCY ACCESS
W/ GRASSPAV2,
SEE DETAIL
EXISTING LIGHT
9' EXISTING
D&UE
TOT
LOT
SPORTS
COURT
(110' X 50')
CLUB
HOUSE
POOL
TRIANGLE DRIVE
AVONDALE ROAD
20'
EXISTING LIGHT
16
14
14
7
13
13
11
7
10
58.8'
120.1'
24'
17' 24'
15'
6' EXISTING D&UE
15' SETBACK
ENHANCED
CROSS WALK TO
MATCH EXISTING
12'
300.8'
35'
35'
28'
24'
COURTYARD
FEATURE
15' SETBACK
15'
8-UNIT
6-UNIT
24-UNIT
16-UNIT
16-UNIT
24-UNIT
24-UNIT
R50'
35' SETBACK
35' SETBACK
35' DE
20'
20' SETBACK
WALKWAY
SPINE
WALKWAY
SPINE
PEYTON DRIVE
AVONDALE ROAD
AVONDALE ROAD
TRIANGLE DRIVE
28'
7'
6'
COURTYARD
FEATURE
15'
5' 8'
50' FL-FL
8'
5'
15'
24'
76' ROW
9' EXISTING
D&UE
6'
17'
(TYP)
24'
(TYP)
17'
(TYP)
9'
(TYP)
7' 7'
5' (TYP)
36.9'
8
5
10
8" x 8" x 16" CMU BLOCKS,
FILL CELLS WITH GROUT
CONCRETE FOOTING
PRECAST CONCRETE CAP
MATCH HOTEL STONE VENEER
1'-95
8"
1/4" MIN, 3/8" MAX MORTAR
JOINT, HOLD BACK MORTAR
1/2" FROM FACE OF STONE
COMPACTED SUBGRADE
MULCH
(3) #4 CONT.
:,7+67$1'$5' +22.6
AT 24" O.C.
4" x 8" x 16" CMU BLOCKS,
FILL CELLS WITH GROUT
No. Revision/Issue Date
M. TIMM DEVELOPMENT
PREPARED BY:
1619 KELMSLEY CT. WINDSOR, CO 80550
deanne@TFGcolorado.com (970) 674-3323
PLANNERS / LANDSCAPE ARCHITECTS
CLIENT:
SHEET
OF
PROJECT:
DATE: DRAWN BY:
DLK
SCALE:
By:
THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED
OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS.
3715 Shallow Pond Drive
Ft. Collins, CO 80528
Phone: (970) 226-0264
larrycowen@comcast.net
RIDGWEWOOD HILLS - FOURTH FILING
FORT COLLINS, COLORADO BILL TIMM
233 CARILLO STREET
(805) 963-0358
SANTA BARBARA, CA 93101
AVONDALE RD. & TRIANGLE DR.
SITE DETAILS
4 4
Ridgwood
. . . .
4.3.2013
HANDICAP SIGN DETAIL
FINISHED GRADE
ADA STD. SIGN
4''
2'
2'
1'-5"
6'
CONCRETE
BIKE RACK DETAIL
2'
BIKE RACK SHALL BE SURFACE
MOUNTED FOR EASE OF
REPLACEMENT IN CASE OF
DAMAGE AS OPPOSED TO
IN-GROUND MOUNTING
RESERVED
PARKING
VAN-
ACCESSIBLE
7' MIN.
SEAT WALL DETAIL
TRASH ENCLOSURES SHALL BE PLACED AROUND DUMPSTERS AND
ANY OTHER PROPOSED RECIPTABLE OF TRASH. THE DUMPSTER
SHOULD BE ENTIRELY SCREENED FROM VIEW. THE ENCLOSURE
SHOULD PREVENT TRASH BEING SCATTERED BY WIND OR
ANIMALS. THE DUMPSTER SHOULD BE PLACED ON A CONCRETE
PAD, ENCLOSED BY AN OPAQUE WALL AT LEAST SIX FEE IN HEIGHT,
WITH OPAQUE GATES. THE ENCLOSURE SHALL BE STURDY AND
BUILT WITH QUALITY WOOD AND/OR MASONRY MATERIALS.
10'
12'
4'
3-CUBIC-YARD DUMPSTER
6' HIGH ENCLOSURE MADE
OF 8x8x16 SPLIT FACE
CONCRETE BLOCK.
MIN. 4' HIGH SHRUB
SCREEN ON 3 SIDES
OF ENCLOSURE.
6" CONCRETE CURB
PAINTED METAL GATES
TO MATCH CMU COLOR.
PUBLIC ACCESS
3'-6"
96 GAL. BINS: 1 FOR MIXED
RECYLABLES, THE OTHER
FOR NEWSPAPER, PAPER,
ETC.
TRASH ENCLOSURE DETAIL
4'
6'-11
2"
PLAN
SIDE ELEVATION
THE VENEER AND SIDING CONSTRUCTION FOR THE REAR
ELEVATION IS THE SAME AS THE SIDES, EXCEPT FOR THE PIPE
COLUMN.
LOCKING VERTICAL BIKE RACK
FRONT VIEW SIDE VIEW
AXONOMETRIC
VIEW
NOTE:
RACKS TO BE INSTALLED 18" O,C. ON BOTH SIDES OF GARAGE
GRASSPAV2 DETAIL
TREE GRATE SECTION
TREE GRATE
12
14
10
13
14
15
6
8
8
8
10
8
5
TRASH ENCLOSURE,
(TYP)
(17) UNIT GARAGE
11'
5'
11'
17' 29'
40'
104.25'
92'
20'
20'
9'
(TYP)
57.1'
79.5'
11'
5'
15.4'
15'
END OF EXISTING
ASPHALT
EXISTING
ASPHALT
24'
15' SETBACK
15'
6' EXISTING
D&EU
6' EXISTING D&UE
9.8'
20'
44.8'
6'
5'
5' (TYP)
7'
7'
42.6'
6'
6'
8.8'
17'
29'
7' 7'
7'
7'
11'
5'
6'
6'
6' 6'
6'
6'
73.7'
7'
7'
MATCH EXISTING
35'
20' EXISTING
SANITARY EASEMENT
DRAINAGE
EASEMENT
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
6' EXISTING
D&UE
30'
U,D&EAE
6' EXISTING
D&UE
30'
U,D&EAE
30'
U,D&EAE
9' EXISTING
D&UE
SITE TRIANGLE
EASEMENT
TREE WELL, (TYP)
SEAT WALL,
SEE DETAIL
SHEET 4/4
TYPE III
BARRICADE
TRACT
A
No. Revision/Issue Date
M. TIMM DEVELOPMENT
PREPARED BY:
1619 KELMSLEY CT. WINDSOR, CO 80550
deanne@TFGcolorado.com (970) 674-3323
PLANNERS / LANDSCAPE ARCHITECTS
CLIENT:
SHEET
OF
PROJECT:
DATE: DRAWN BY:
DLK
SCALE:
By:
THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED
OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS.
3715 Shallow Pond Drive
Ft. Collins, CO 80528
Phone: (970) 226-0264
larrycowen@comcast.net
RIDGWEWOOD HILLS - FOURTH FILING
FORT COLLINS, COLORADO BILL TIMM
233 CARILLO STREET
(805) 963-0358
SANTA BARBARA, CA 93101
AVONDALE RD. & TRIANGLE DR.
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
SITE PLAN - SOUTH
3 4
Ridgwood
. . . .
4.3.2013
MATCHLINE
(SEE SHEET 2 OF 4)
15
LEGEND:
PARKING SPACES
BIKE PARKING SPACE
BIKE PARKING SPACE (COVERED/GARAGE)
7'
17'
(TYP)
24'
(TYP)
17'
(TYP)
7'
TRASH ENCLOSURE,
(TYP)
11'
5'
9'
(TYP)
11'
5'
11'
11'
5'
11'
(10) UNIT
GARAGE
(6) UNIT
GARAGE
29'
24'
5' (TYP)
5'
15'
6'
EXISTING 57' ROW
36' FL - FL
5.5'
5'
9' EXISTING
D&UE
5'
6' 6'
15.6'
6'
18.5'
6' 6'
20'
68.5'
113.5'
20'
11'
5'
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
30'
U,D&EAE
TRACT
B
8-UNIT
No. Revision/Issue Date
M. TIMM DEVELOPMENT
PREPARED BY:
1619 KELMSLEY CT. WINDSOR, CO 80550
deanne@TFGcolorado.com (970) 674-3323
PLANNERS / LANDSCAPE ARCHITECTS
CLIENT:
SHEET
OF
PROJECT:
DATE: DRAWN BY:
DLK
SCALE:
By:
THIS DOCUMENT IS AN INSTRUMENT OF PROFESSIONAL SERVICE OF THE FREDERICKSON GROUP, LLC. THE FREDERICKSON GROUP SHALL, TO THE FULLEST EXTENT PERMITTED BY LAW, BE HELD HARMLESS AND RELEASED
OF ANY DAMAGE,LIABILITY, OR COST ALLEGEDLY ARISING OUT OF UNAUTHORIZED MODIFICATION, CHANGE, OR REUSE OF THIS DOCUMENT BY OTHERS.
3715 Shallow Pond Drive
Ft. Collins, CO 80528
Phone: (970) 226-0264
larrycowen@comcast.net
RIDGWEWOOD HILLS - FOURTH FILING
FORT COLLINS, COLORADO BILL TIMM
233 CARILLO STREET
(805) 963-0358
SANTA BARBARA, CA 93101
AVONDALE RD. & TRIANGLE DR.
SITE PLAN - NORTH
2 4
Ridgwood
. . . .
4.3.2013
NORTH
0 15' 30' 60' 90'
SCALE: 1"= 30'-0"
15
MATCHLINE
(SEE SHEET 3 OF 4)
LEGEND:
PARKING SPACES
BIKE PARKING SPACE
BIKE PARKING SPACE (COVERED/GARAGE)
SITE DATA
BUILDING COVERAGE: 46,400 SF / 20.4% 65,260 SF / 28.8%
MULTI-FAMILY 42,452 SF 32,750 SF
CLUBHOUSE - 1,871 SF
GARAGES 7,809 SF 4,950 SF
HARD SURFACE: 76,725 SF / 33.6% 55,778 SF / 24.6%
OPEN SPACE: 100,713 SF / 44.4% 130,938 SF / 57.86%
DWELLING UNITS: 104 UNITS - 19.9 DU/AC 42 DU - 8.09 DU/AC
DENSITY: 51-ONE BED / ONE BATH 12-ONE BED / ONE BATH
66-TWO BED / TWO BATH 18-TWO BED / TWO BATH
8-THREE BED / TWO BATH 12-THREE BED / TWO BATH
BUILDING HEIGHTS: 16-UNIT: 26'-7" 6-UNIT: 24'-8"
24-UNIT: 36'-0" 8-UNIT: 30'-4"
PARKING REQUIRED: 175 SPACES (6-HC) 74 SPACES (4-HC)
PARKING PROVIDED: 146 SPACES 107 SPACES
STANDARD PARKING: 139 SPACES 101 SPACES
HC PARKING: 7 6
GARAGE PARKING: 17 (2 HC / 4 BIKE) 16 (3 BIKE)
BIKE PARKING: 154 134
54 62
100 (96 GARAGE) 72 (72 GARAGE)
UNCOVERED:
COVERED: