HomeMy WebLinkAbout626 S. WHITCOMB FOUR-PLEX - PDP/FDP - FDP140023 - SUBMITTAL DOCUMENTS - ROUND 2 - SITE PLANSCALE: 1" = 10'-0"
NORTH
A1
1 SITE PLAN
5.0'
26.00'
15.00' 30.0'
FACE OF
15.0' SETBACK
5.0' SETBACK
5.0' SETBACK
SHEET INDEX
A1 SITE PLAN, SHEET INDEX
2a TREE PROTECTION & MITIGATION PLAN
2b PLANTING & PAVING PLAN
2c METAL EDGING PLANS
A3 MAIN FLOOR PLAN & SOUTH ELEVATION
A4 BASEMENT FLOOR PLAN & WINDOW SCHEDULE
6.0' 24.0' 19.5' 42.0' 6.5' 5 SPACES @ 8.0' = 40.0' 5.0'
PORCH
24.0'
35.0'
19.5'
30.0'
23.0'
12.0'
6.0'
42.0'
26.0'
27.0'
16.0'
3.0'
30.0'
5.5'
21.5'
EXISTING
BIKE
STORAGE
PROPOSED DUPLEX
ASPHALT
EXISTING LAWN
EXISTING ASPHALT
PERMEABLE
STONE PATIO
PERMEABLE
STONE PATIO
4'-6" CONCRETE
PATHWAY
FLAGSTONE
SEE LANDSCAPE PLAN SHEET 2b
MAINTENANCE PATH
6.0' HIGH
5.0'
"VAN HANDICAP"
SIGN
CONCRETE
SEE LANDSCAPE PLAN FOR
ALL NEW PLANTINGS
EXISTING
AISLE
ACCESS
FENCED TRASH
& RECYCLING
STORAGE
A5 ELEVATIONS
A6 SECTION A
A7 SECTIONS B, C & D
A8 FOUNDATION PLAN
A9 ROOF FRAMING PLAN, FLOOR FRAMING
NOTE: SQUARE FOOTAGE OF REAR HALF
OF THE 9,500 sq. ft. LOT EQUALS
4,750 sq. ft.
33% OF 4,750 sq. ft.= 1,567 sq. ft.
THE PROPOSED DUPLEX ADDITION @
THE REAR HALF OF THE LOT =
1,349 sq. ft. (2 LEVELS X 674.5 sq. ft.)
THUS THE DEVELOPMENT OF THE REAR
HALF OF THE LOT IS LESS THAN THE ALLOWED.
MINIMUM 6" NUMERALS PROVIDED ON CONTRASTING BACKGROUND w/ THE LETTER 'A' LOCATED BELOW NUMERALS.
60 watt
A
A
B MINIMUM 6" NUMERALS PROVIDED ON CONTRASTING BACKGROUND w/ THE LETTER 'B' LOCATED BELOW NUMERALS.
C MINIMUM 6" NUMERALS PROVIDED ON CONTRASTING BACKGROUND w/ THE LETTER 'C' LOCATED BELOW NUMERALS.
D MINIMUM 6" NUMERALS PROVIDED ON CONTRASTING BACKGROUND w/ THE LETTER 'D' LOCATED BELOW NUMERALS.
B
FLOOD
2- 60 watt
INCANDESCENT
2- 60 watt
C
INCANDESCENT
2- 60 watt
FLOOD NEAR
2- 60 watt
RIDGE D
UNDER CANOPY
INCANDESCENT
BIKE
STORAGE
5.0' 21.00' 19.0' 5.0'
BLUEGRASS
EXISTING 5.0' SIDEWALK
EXISTING 6" CURB
46.5' (SITE MEASURED)
21.5'
PRIVACY SCREEN
LAWN
16.O'
SWITCHGRASS & VINES-
LANDSCAPE PLAN SHEET 2b
GROUND COVER- SEE TRASH ENCLOSURE
25.8' LONG
6.0' APART
3 TRELLIS' SET
PLAN, NOTES
A10 ELECTRICAL PLANS, LEGEND &
PERMEABLE
PAVERS
CRUSHER
FINES
PATHWAY
FOUNDATION
DUPLEX
SEE LANDSCAPE PLAN SHEET 2b
SWITCHGRASS & VINES-
(5 BIKES)
GENERAL NOTES
(3 BIKES)
ADDRESSES SIGNS WILL BE INSTALLED AS DIRECTED BY THE GIS DEPARTMENT.
NEW ENTRY LIGHTS- 4 TOTAL- FIXTURE TO BE DOWN- DIRECTIONAL WITH SHARP CUT-OFF LUMINARIES. (SEE SPEC SHEET ON ELECTRICAL PLAN, SHEET A10.
SCALE: 1/2" = 1'-0"
PLAN
A1
2
NORTH
25'-8"
4" 6'-0" 4" 6'-0" 4" 6'-0" 4" 6'-0" 4"
4'-0"
4" 3'-4" 4"
4 X 4 X 1/4" TUBULAR
STEEL COLUMN- TYP.
HORIZONTAL TREATED 2 X 4's
POWER PIN TO 4 X 4 TUBULAR
STEEL- TYPICAL
TRASH/ RECYCLE ENCLOSURE -
26 ga. TOP
FLASHING CAP
2 X 2 TUBULAR
STEEL FRAME
& GATES
FASTEN TO COLUMN
2 X 4 TREATED-
SCALE: 1/2" = 1'-0"
SECTION
A1
3
TRASH/ RECYCLE ENCLOSURE -
4 X 4 X 1/4
TUBULAR STEEL
COLUMN
FASTEN TO COLUMN
2 X 4 TREATED-
WOOD PANEL
SIDING w/ BATTENS
@ 16" O.C.
4" CONCRETE
SLAB w/ STEALTH
FIBER MESH, 8"
THICKENED EDGE.
12" DIA. X 8"
PAD
SLOPE
SLAB 1"
TUBULAR STEEL
BASE PLATE-
2- 1/2" EXPANSION
ANCHOR TO
FOOTING
2'-0" 1'-4" 4'-8"
FASTEN TO COLUMN
2 X 4 TREATED-
HORIZONTAL
15/32 GRADE B
PRESERVATIVE
TREATED PLYWOOD.
SWING GATE-
SEE 7/A1
SCALE: 1/2" = 1'-0"
ISOMETRIC
A1
7
RECYCLE ENCLOSURE -
2" X 2" ANGLE
BRACE WELDED
2" X 2" FRAME
4" X 4" X 1/4" TUBULAR
4'-8"
6'-0"
3 HINGES
WELDED TO
FRAME
SWING GATE- TRASH/
1'-4"
TO FRAME- TYP.
STEEL POSTS
SCALE: 1/4" = 1'-0"
SOUTH ELEVATION
A1
5
TRASH/ RECYCLE ENCLOSURE -
26 ga. TOP
FLASHING CAP
WOOD PANEL SIDING
w/ BATTENS @ 16" O.C.
CORNER TRIM FROM
BATTEN TO TUBULAR
COLUMN DIAGONAL BRACE- SIMPSON WB 106-
1 1/4" WIDE STRAP. CUT TO LENGTH
BETWEEN COLUMNS. PLACE OVER
GRADE B PLYWOOD, UNDER SIDING.
CORNER TRIM FROM
BATTEN TO TUBULAR
COLUMN
SCALE: 1/4" = 1'-0"
NORTH ELEVATION
A1
4
TRASH/ RECYCLE ENCLOSURE -
26 ga. TOP
FLASHING CAP
GATE LATCH
PROVIDING
TUBULAR STEEL POWDER
COAT FINISH TO MATCH
COLOR OF WOOD
SIDING- TYPICAL
GATE w/ 3 HINGES
TYPICAL- HINGE WELDED
TO 2 X 2 STEEL FRAME.
TOP OF GATE-
VERTICAL SUPPORT
26 ga. TOP
FLASHING CAP
WOOD PANEL SIDING
w/ BATTENS @ 16" O.C.
CORNER TRIM FROM
BATTEN TO TUBULAR
COLUMN
SCALE: 1/4" = 1'-0"
WEST ELEVATION- (EAST ELEVATION SIM.)
A1
6
TRASH/ RECYCLE ENCLOSURE -
TUBULAR STEEL POWDER
COAT FINISH TO MATCH
COLOR OF WOOD
SIDING- TYPICAL
GATE- 1'-4" OFF
SLAB. SEE
FRONT 6'-0" X 4'-8"
ISOMETRIC BELOW
DA
KGL
SITE PLAN
SHEET INDEX
SHEET
JOB
DRAWN
DATE
CHECKED
REVISIONS
DRAWING
422 EAST OAK FT COLLINS, COLORADO 80524
(970) 484-0306
ARCHITECTURAL ENGINEERS, LLC
ANDERSON ASSOCIATES
AA Proposed Duplex Addition
to Existing @ 626 S. Whitcomb Street
Fort Collins, Colorado 80524
Rodney & Jamie Rice- Owners
17 JUNE 2014
25 JUNE 2014
17 JULY 2014
30 JANUARY 2015
A1
14-104
LAND USE STATISTICS
Parcel Size
Gross .22 acres 9,583 sq. ft.
Number of Building 1
Units Per Building 4
Total Number of Proposed Units 4
Bedrooms Per Unit 2
Total Bedrooms 8
Gross Residential Density 18.2 units per acre
Total Floor Area 4,295 sq. ft.
Floor Area Calculation on Rear Half of Lot 1,311 sq. ft.
Floor Area Ratio (F.A.R.) 0.448
Land Use Residential Multi-Family
Zoning NCB
Parking Spaces Required 4.8 (4 - 2 bedroom Units x 1.2 spaces)
Parking Spaces Provided 5 on-site parking spaces provided
Bicycle Spaces Required 1 space per bedroom = 8
60% covered
40% uncovered
Bicycle Spaces Provided Total = 8
5 covered / 3 uncovered
Building Coverage 2,201 sq. ft. (20.8%)
Open Area 4,505 sq. ft. (42.4%)
Parking, Drives and Walkways 2,877 sq. ft. (27.1%)
Public Right of Way 1,025 sq. ft. (9.7%)
Total Parcel Size Area 10,608 sq. ft. (100%)
Building Height: 18' - 8"
Total Stories 1 1/2
.24 acres 10,608 sq. ft.