HomeMy WebLinkAboutMcINTYRE HOUSE - 137 MATHEWS ST. - FDP - FDP130013 - SUBMITTAL DOCUMENTS - ROUND 1 - UTILITY PLANSUP
UP
DN DN
19.37' 22' 8.68'
49.975'
139.82'
Parking Apron
5.996' Sloped Concrete
22.583' Garage/Concrete carport 34.938' Landscaped Yard 52.854'
Window
3.042' Bay 20.407' Landscaped Yard
1.786' 48.264'
Mathews Street
The Ice House
Church of Jesus Christ of LDS
Existing Sidewalk
Existing Asphalt Alleyway
Asphalt Parking Lot
50.05'
50.05'
City of Fort Collins
Parking Garage
New Addition Existing Home
Existing Curb and Gutter
Landscape to be
designed by others,
verify layout with owner
Landscape to be
designed by others,
verify layout with owner
Existing
parking apron
Architecture Finish Floor = 100'-0"
Civil Finished Floor "Assumed to
be" = 102.25 (See document
provided by Washburn Land
Surveying, Project # 2010-0028,
dated 12/13/10
Architecture Finish Floor @ East End
= 99'-6"
Civil Finished Floor "Assumed to be"
= 101.75 (See document provided by
Washburn Land Surveying, Project #
2010-0028, dated 12/13/10
Sloped (VIF)
Parking Apron
Develop drainage swale to drain towards the east
Develop drainage swale to drain towards the east
ComData boxes Gas meter to remain
on North wall
7" Step DN
Existing fence to
remain, verify w/
owner any additional
fence to enclose lot
F3
F3
Existing concrete
patio resurfaced, new
roof and railings
New concrete
sidewalk to adjoin
with existing public
sidewalk
New steps
Existing tree(s) to remain
F3
F3
7" Step DN
Proposed lot
subdivision line
New fence, verify
design and height w/
owner
4.099' 21.031' 20.969' 3.951'
22.943' 27.032'
3'-0" Clear
Existing carport pad
Existing carport pad
13.37' Setback 23.458' 13.222' Setback
Gas and Water Services
Sewer Service
Sanitary Sewer
25.13' Property Lines 24.92' Property Lines
Elec. Primary Service
Elec. Meters
Elec. Secondary
Elec. Secondary
Elec. disconnect
Elec. disconnect
4'
Hand tooled control joint min.
depth = 1/4 depth of slab.
Medium
broom finish
or match
adjacent.
2" Troweled edge
Abutting wall/foundation
1" 1"
2"
Note:
Provide medium broom finish with
troweled control joints at 5'-0" O.C.
Provide cold joint expansion joint at
20'-0" OC maximum filled with sealant.
Provide subgrade prepared per
geotechnical report.
1/2" compressible filler
capped w/ flexible sealant
Architectural Site Plan is for general orientation purposes only.
See specific site survey and landscape drawings by others for
additional information.
1. When possible run new/existing utilities undergound.
2. See floor plans for all dimensions during construction
Mathews Street
The Ice House
Church of Jesus Christ of LDS
Existing Sidewalk
Existing Asphalt Alleyway
1/4:12 Sloped Conc.
Parking Apron
Existing property line
Existing property line
Elev: 0.00'
Elev: 1.05' Elev: -0.76'
Elev: 1.86'
Elev: -0.15'
Elev: -0.16'
Elev: 0.50' Elev: -0.06'
Elev: 1.99'
Elev: 1.99'
4' - 1" 42' - 0" 4' - 1"
1/4:12 Sloped
Conc. Parking Pad
1/4:12 Sloped
Conc. Parking Pad
Existing drain swale to be developed further for proper drainage
New Conc. Sidewalk
New Conc. Sidewalk
1/4:12 Sloped
Conc. Garage Pad
1/4:12 Sloped
Conc. Garage Pad
Existing drain swale to be
developed further for
proper drainage
ExistingSidewalk home footprint, Concrete
hatched area
New wood Deck
w/out Roof
New wood Deck
w/out Roof
Existing Impervious Area: 1638 sf
Additional Impervious Area: 2257 sf
1. Area calculations are to the best of the Architects
knowledge based on site survey.
General Notes:
Grading Plan Area Calculations
Pervious Area Remaining: 3124 sf
Site Area: 7019 sf
3494 SF
Rear 50%
3494 SF
Front 50%
117 E. Mountain Ave., Suite 205 Fort Collins, CO 80524
fax 970/224-0634 phone 970/224-0630 www.rankinarchitects.com
Issued
Drawing Number
Scale Accordingly if Reduced
Project No.: Drawn by:
Reviewed by:
In Association with:
Wright Construction, LLC General Contractor
4219 Widgeon Street
Fort Collins, CO 80526
(970) 420-6386
Russ@wrightconstructionllc.com
Contact: Russ Wright
Rayno & Patty Seaser Owner
2550 Stover Rd. Suite B-101
Fort Collins, CO. 80525
(970) 472-4014
RaynoSea@gmail.com
Contact: Rayno Seaser
Crown Engineering, LLC Structural Engineer
524 Stover Street
Fort Collins, CO 80524
(970)498-9537
(970)691-4239 mobile
reyessf5@msn.com
Contact: Reyes Sarmiento
SA
MR
A0.1
Site Plan and Details
Final Utility & Drainage
Plans
137 & 143 Mathews Street
Fort Collins, CO 80524
2010-20
McIntyre
House
1" = 10'-0"
1
Site Plan & Utilities
3" = 1'-0"
2
Exterior Paving Detail
Site Plan - General Notes
1" = 10'-0"
3
Grading Plan
0' 5' 10' 20' 40'
1" = 30'-0"
4
Site Area Plan
0' 5' 10' 20' 40'
Building Area Calculation:
137 Mathews:
Garage: 265 sf
Garage Attic: 29 sf (Ceiling height 7'-6" or greater)
1st Floor: 919 sf
2nd Floor: 886 sf
Total: 2,099 sf
143 Mathews:
Garage: 264 sf
Garage Attic: 28 sf (Ceiling height 7'-6" or greater)
1st Floor: 877 sf
2nd Floor: 841 sf
Total: 2,010 sf
No. Description Date
1 Permit Issue 02/28/11
2 Lot Subdivide 4/12/11
3 Permit Comments 5/10/11
4 Construction Issue 7/28/11