HomeMy WebLinkAboutNORTHERN COLORADO FEEDERS SUPPLY - PDP - PDP140010 - REPORTS - SITE, LANDSCAPE & ELEVATIONS PLANSwater vent
4" water vent
"fort collins water"
"fort collins water"
"gas riser"
"RR x-ing"
"RR x-ing"
open air structure on 4' stem wall
wood frame building on concrete
concrete
canopy over concrete
canopy over asphalt
center line union pacific railroad
53.51' Utility easement
per Exception Item No. 11
50.0' Waterline Easement
per Exception No. 20
20.0' Waterline Easement
per Exception No. 17
30.0' Approx.Track Easement
per Exception No. 14
concrete
asphalt
asphalt
asphalt
asphalt
asphalt
edge of asphalt
edge of gravel
edge of asphalt
REVISIONS
SHEET
CONTENTS
DRAWN
CHECKED
DATE
SHEET NO.
REUSE OF DOCUMENTS: THE IDEAS AND DESIGN INCORPORATED HEREON, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ARCHITECTURE
PLUS AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT PRIOR WRITTEN AUTHORIZATION OF ARCHITECTURE PLUS
318 East Oak Street + Fort Collins 80524
1531 West 29th Street + Loveland 80538
970.493.1220 + 888.698.7897 + www.aplusarch.com
NORTHERN COLORADO
FEEDERS SUPPLY
10/14/14
KRB
BJC
ISSUE FOR PERMIT
300 HICKORY STREET
FORT COLLINS, COLORADO 80524
NO. BY DESCRIPTION DATE
1
SITE PLAN
Know what's
LEGEND
TREE REPLACEMENT MATRIX
TREE PROTECTION SPECIFICATIONS
0-2 1
3-4 2
5-9 5
10-14 10
15-19 12
Over 19 15
Tree Diameter at
Breast Height (inches)
Auger Distance From
Face of Tree (feet)
1 BEM BOXELDER MAPLE 0 1 0 TREES
1 GA GREEN ASH 0 1 0 TREES
6 RMJ ROCKY MOUNTAIN JUNIPER 6 0 0 TREES
2 RO RUSSIAN OLIVE 0 2 0 TREES
4 SE SIBERIAN ELM 2 2 0 TREES
3 SA SUMMIT ASH 3 0 4 TREES
17 TOTAL 11 REMOVED 6 REMAIN 4 MITIGATION TREES REQUIRED
QUANTITY TREE SPECIES QUANTITY
REMOVED
QUANTITY
PRESERVED
TREE MITIGATION REQUIRED
4978
4976
4977
4978
4979
4979
4978
4978
Valley Steel and Wire Subdivision
Owner:
QR INC.
Owner:
City of Fort Collins
Mobile Home Park
Owner:
Multiple Varying Ownerships
4978
4978
N89°27'19"W 376.82'
S26°31'04"E 325.89'
N00°32'42"E 289.59'
S89°36'35"E 227.02'
Know what's
LEGEND
EXISTING TREE PROTECTION STANDARD
R R R R
Valley Steel and Wire Subdivision
Owner:
QR INC.
Owner:
City of Fort Collins
Mobile Home Park
Owner:
Multiple Varying Ownerships
N89°27'19"W 376.82'
S26°31'04"E 325.89'
N00°32'42"E 289.59'
S89°36'35"E 227.02'
Know what's
MAIN FLOOR
100' - 0"
MEZZANINE
109' - 1"
T.O. MAIN
115' - 4"
PEAK
118' - 4"
1 2 3 4
3' - 0" 3' - 0" 3' - 0" 6' - 0" 3' - 0" 3' - 0"
16' - 6" 1' - 9" 1' - 9" 1' - 9"
A A
T.0. LOWER
110' - 4"
2
A1.6
12
2
12
2
43
41
39
38
43
43
MAIN FLOOR
100' - 0"
MEZZANINE
109' - 1"
T.O. MAIN
115' - 4"
PEAK
118' - 4"
H G F E D C B A
B B B B
A A A A
100A
3
A1.6
T.0. LOWER
110' - 4"
4
A1.6
12
2
39
38
43 43
44
45 45
GENERAL NOTES:
A. ALL MECHANICAL AND ELECTRICAL ITEMS SHOW FOR
REFERENCE ONLY, SEE MEP DRAWINGS
B. ALL DIMENSIONS TO FACE OF STUD, UNLESS NOTED
OTHERWISE
C. EXTERIOR BUILDING SHELL AND ALL ASSOCIATED ENGINEERING
BY CLEARY BUILDING CORP.
D. ALL WINDOWS SHALL BE CENTERED BETWEEN GRID LINES
UNLESS NOTED OTHERWISE
MAIN FLOOR
100' - 0"
MEZZANINE
109' - 1"
T.O. MAIN
115' - 4"
PEAK
118' - 4"
4 3 2 1
A A
100B
A A
T.0. LOWER
110' - 4"
2
A1.6
12
2
12
2
12
3
12
3
39
38
43
41
45
43
MAIN FLOOR
100' - 0"
MEZZANINE
109' - 1"
T.O. MAIN
115' - 4"
PEAK
118' - 4"
A B C D E F G H
B B B B
A A A A
3
A1.6
T.0. LOWER
110' - 4"
4
A1.6
A
12
2
39
38
43
44
45 45
43
43
GENERAL NOTES:
A. ALL MECHANICAL AND ELECTRICAL ITEMS SHOW FOR
REFERENCE ONLY, SEE MEP DRAWINGS
Lot 1, Valley Steel
and Wire Subdivision
Owner:
QR INC.
Owner:
City of Fort Collins
Mobile Home Park
Owner:
Multiple Varying Ownerships
found 3/8"
iron rod
found rod with orange cap illegible
N 89°27'19" W 376.82'
S 26°31'20" E 329.27'
S 89°36'35" E 227.91'
N 00°21'50" E 292.59'
TRUE POINT OF BEGINNING
found iron rod with cap - LS 32444
found steel spike 1.25' north of new corner
35' dedicated ROW from section line per
Rec. No. 94101752 and 20100014045
53.5' Utility easement
per Book 923 at Page 282
50' Waterline Easement
per Rec. No. 20090037686
20' Waterline Easement
per Rec. No. 85040107
30' Track Easement
per Book 2027 at Page 988,
Rec. No. 98091992,
and Rec. No. 20060019203
25' dedicated
UPRR ROW
from centerline
track
1.5' ADDITIONAL ROW
dedicated with this plat
43.28'
12.86'
98.58'
74.98'
147.11'
13.03'
29.11' 17.95'
263.34'
56.04' 14.25' 20.00' 58.11' 20.06' 60.22'
47.00'
6.50'
23.50'
214.09'
2.47'
1.68'
N 89°27'18" W 166.36'
N 89°27'18" W 166.27'
R
=
3
53
.
27
'
L
=
21
8
.
4
2'
Δ
=
3
5
°
2
5
'
2
9
"
C
B
=
N
7
1
°
4
4
'
3
4
"
W
C
H
O
R
D
=
214.9
59'
R
=
3
21
.
6
6
'
L
=
176.
0
7
'
Δ
=
3
1
°
2
1
'
47
"
C
B
=
N
73
°
46
'
2
5
"
W
C
H
O
RD
=
1
7
3
.
8
8
3
'
S 75°04'27" W 140.66'
N 75°04'27" E 208.82'
S 00°00'00" E 89.37'
S 00°00'00" E 89.24'
N 90°00'00" W 5.54'
N 90°00'00" W 5.54'
N 04°48'05" E 87.57'
N 04°48'05" E 86.02'
R
=
3
0
.
0
0
'
L
=
4
7
.1
2
'
Δ
=
9
0
°
0
0
'
0
0
"
C
B
=
S
4
5
°
0
0
'
0
0
"
W
C
H
O
R
D
=
4
2
.
4
2
6
'
R
=
5
0
.
0
0
'
L
=
7
8
.
5
4
'
Δ
=
9
0
°
0
0
'
0
0
"
C
B
=
S
4
5
°
0
0'
0
0
"
W
C
H
O
R
D
=
7
0
.
7
1
1
'
R
=
5
0
.0
0
'
L
=
8
2
.
7
3
'
Δ
=
9
4
°
4
8
'0
5
"
C
B
=
N
4
2
°
3
5'
5
7
"
W
C
H
O
R
D
=
7
3
.
6
1
1
'
R
=
3
0
.
0
0
'
L
=
4
9
.
6
4
'
Δ
=
9
4
°
4
8
'
0
5
"
C
B
=
N
4
2
°
3
5
'
5
7
"
W
C
H
O
R
D
=
4
4
.
1
6
6
'
Hickory Street
Fort Collins Branch of the Union Pacific Rail Road
PROPOSED
20' EMERGENCY ACCESS
EASEMENT
dedicated with this plat
BASIS OF BEARING
2.033 ACRES
N 89°36'36" W 2647.00'
35.00'
1.50'
set iron rod - LS 32444
set iron rod
- LS 32444
39.25'
Lot 1
1044.92'
210.16'
Hickory Street
Union Pacific Railroad
Hemlock Street
Cache La Poudre River
Conifer Street
Maple Street
Union Pacific Railroad
Hemlock Street
North College Avenue
TRUE POINT
OF BEGINNING
SITE
454.92'
590'
328.5'
POINT OF
COMMENCEMENT
E-1/4 SECTION 2,
T7N, R69W
East 1/4 Corner Section 2, T7N, R69W
found 3.25" aluminum cap
LS 20123 - Bradshaw
POINT OF COMMENCEMENT
Center Corner Section 2 T7N, R69W
found 3.25" aluminum cap
LS 33642 - 2010 Pepek
REVISIONS
By
By
By
Description
Description
Date Description
Date
Date
SHEETS
SHEET NO. NO. OF
PROJECT NO.
ST TITLE
PM
PLS
Field Date
Scale
Party Chief
PLS Group, LLC
6843 North Franklin Avenue, Loveland, Colorado 80538
Phone: 970.669.2100 Fax: 970.669.3652
CLIENT
Z:\Project\2014\14083\dwg\14083.dwg October 13, 2014 - 4:38pm
14083.002 1 1
Section 2, Township 7 North, Range 69 West, 6th P .M., Larimer County, Colorado
n/a Northern Colorado Feeder Supply Subdivision - First Filing
n/a
MBS
JULY-2014
1"=20'
DCB Northern Colorado Feeders Supply
VICINITY MAP
NOTES:
This survey is based on a title commitment provided by Stewart Title Company Title
File No. 01330-37995- Amended No. C3, Effective Date: April 30, 2014 at 8:00 A.M.
Property Address: 300 Hickory Street, Fort Collins, CO 80524
Bearings are based off of a NAD 83 State Plane Coordinate System with the North Line
of Lot 1, Northern Colorado Feeder Supply Subdivision bearing N 89° 27' 19" N as
shown of the plat thereof ends of said line monumented as shown hereon.
Units are shown in U.S. Survey Foot
Lot 1, Northern Colorado Feeder Supply contains 87899 square feet, (2.018 acres)
more of less.
NOTICE: According to Colorado law you must commence any legal action based upon any defect in this survey within
three years after you first discover such defect. In no event, may any action based upon any defect in this survey be
commenced more than ten years from the date of the certification shown hereon.
Northern Colorado Feeder Supply Subdivision - First Filing
A parcel of land situate in the NE1/4 of Section 2, Township 7 North, Range 69
West of the 6th P.M., City of Fort Collins,
County of Larimer, State of Colorado
STATEMENT OF OWNERSHIP AND SUBDIVISION:
Know all men by these presents, that the undersigned, being owners of the following described land:
A parcel of land situate in the NE1/4 of Section 2, Township 7 North, Range 69 West of the 6th P.M., City of Fort Collins,
County of Larimer, State of Colorado, according to an official plat of said land filed in the District Land Office, said parcel
being bounded and described as follows:
Commencing at the E1/4 corner of said Section 2; thence along the East-West centerline of said section, West 590.0
feet to the Southwesterly corner of that certain parcel of land deeded to Union Pacific Railroad Company to Earl R
Wilkinson, et al, by Warranty Deed dated March 22, 1960, U.P. RR Co. L.S.D.A. 2926; thence along the Westerly line of
said deeded parcel North 328.5 feet to the Northwest corner of said deeded parcel, said point being on the Westerly
prolongation of the Northerly line of that certain parcel of land deeded by John F. Douglas to the Union Pacific Railroad
Company by Warranty Deed dated March 7, 1924, U.P. RR Co. D.A. No. 3183; thence along said Westerly prolongation
West, 454.92 feet to the True Point of Beginning; thence continuing along said Westerly prolongation N 89°27'19" W,
376.82 feet to a point that is 25.0 feet distant Northeasterly, measured at right angles, from the centerline of the main
track of the Fort Collins Branch of the Union Pacific Railroad Company as now constructed and operated; thence
parallel with said centerline, S 26°31'20" E, 329.27 feet to the north line of that right of way conveyed to the City of Fort
Collins, Colorado by Quit claim Deed dated November 22, 1994 and recorded December 29, 1994 at Reception No.
94101752; thence S 89°36'35" E along said north line, 227.91 feet;
thence N 00°21'50" E 292.59 feet to the True Point of Beginning.
CERTIFICATE OF DEDICATION:
The Owner does hereby dedicate and convey to the City of Fort Collins, Colorado (hereafter “City”), for public use,
forever, a permanent right-of-way for street purposes and the “Easements” as laid out and designated on this Plat;
provided, however, that (1) acceptance by the City of this dedication of Easements does not impose upon the City a
duty to maintain the Easements so dedicated, and (2) acceptance by the City of this dedication of streets does not
impose upon the City a duty to maintain streets so dedicated until such time as the provisions of the Maintenance
Guarantee have been fully satisfied. The streets dedicated on this Plat are the fee property of the City as provided in
Section 31-23-107 C.R.S. The City's rights under the Easements include the right to install, operate, access, maintain,
repair, reconstruct, remove and replace within the Easements public improvements consistent with the intended
purpose of the Easements; the right to install, maintain and use gates in any fences that cross the Easements; the right
to mark the location of the Easements with suitable markers; and the right to permit other public utilities to exercise
these same rights. Owner reserves the right to use the Easements for purposes that do not interfere with the full
enjoyment of the rights hereby granted. The City is responsible for maintenance of its own improvements and for
repairing any damage caused by its activities in the Easements, but by acceptance of this dedication, the City does not
accept the duty of maintenance of the Easements, or of improvements in the Easements that are not owned by the City.
Owner will maintain the surface of the Easements in a sanitary condition in compliance with any applicable weed,
nuisance or other legal requirements.
Except as expressly permitted in an approved plan of development or other written agreement with the City, Owner will
not install on the Easements, or permit the installation on the Easements, of any building, structure, improvement,
fence, retaining wall, sidewalk, tree or other landscaping (other than usual and customary grasses and other ground
cover). In the event such obstacles are installed in the Easements, the City has the right to require the Owner to
remove such obstacles from the Easements. If Owner does not remove such obstacles, the City may remove such
obstacles without any liability or obligation for repair and replacement thereof, and charge the Owner the City's costs for
such removal. If the City chooses not to remove the obstacles, the City will not be liable for any damage to the
obstacles or any other property to which they are attached.
The rights granted to the City by this Plat inure to the benefit of the City's agents, licensees, permittees and assigns.
The foregoing instrument was acknowledged before me this _______________ day of
_________________________, 2014 , by Danielle Nater, as Co-Owner and Manager of Northern Colorado
Feeders Supply, Inc., a Colorado corporation.
WITNESS my hand and official seal.
My commission expires:
___________________________________
Notary Public
State of Colorado )
)SS
County of Larimer )
The foregoing instrument was acknowledged before me this _______________ day of
_________________________, 2014 , by ___________________, as the lien holder of the Northern Colorado Feeders
Supply Subdivision, First Filing.
WITNESS my hand and official seal.
My commission expires:
___________________________________
Notary Public
State of Colorado )
)SS
County of Larimer )
MAINTENANCE GUARANTEE:
The Owner hereby warrants and guarantees to the City, for a period of two (2) years from the date of
completion and first acceptance by the City of the improvements warranted hereunder, the full and complete
maintenance and repair of the improvements to be constructed in connection with the Development which is
the subject of this Plat. This warranty and guarantee is made in accordance with the City Land Use Code
and/or the Transitional Land Use Regulations, as applicable. This guarantee applies to the streets and all
other appurtenant structures and amenities lying within the rights-of-way, Easements and other public
properties, including, without limitation, all curbing, sidewalks, bike paths, drainage pipes, culverts, catch
basins, drainage ditches and landscaping. Any maintenance and/or repair required on utilities shall be
coordinated with the owning utility company or department.
The Owner shall maintain said improvements in a manner that will assure compliance on a consistent basis
with all construction standards, safety requirements and environmental protection requirements of the City.
The Owner shall also correct and repair, or cause to be corrected and repaired, all damages to said
improvements resulting from development-related or building-related activities. In the event the Owner fails to
correct any damages within thirty (30) days after written notice thereof, then said damages may be corrected
by the City and all costs and charges billed to and paid by the Owner. The City shall also have any other
remedies available to it as authorized by law. Any damages which occurred prior to the end of said two (2)
year period and which are unrepaired at the termination of said period shall remain the responsibility of the
Owner.
REPAIR GUARANTEE:
In consideration of the approval of this final Plat and other valuable consideration, the Owner does hereby
agree to hold the City harmless for a five (5) year period, commencing upon the date of completion and first
acceptance by the City of the improvements to be constructed in connection with the development which is the
subject of this Plat, from any and all claims, damages, or demands arising on account of the design and
construction of public improvements of the property shown herein; and the Owner furthermore commits to
make necessary repairs to said public improvements, to include, without limitation, the roads, streets, fills,
embankments, ditches, cross pans, sub-drains, culverts, walls and bridges within the right-of-way, Easements
and other public properties, resulting from failures caused by design and/or construction defects. This
agreement to hold the City harmless includes defects in materials and workmanship, as well as defects caused
by or consisting of settling trenches, fills or excavations.
Further, the Owner warrants that he/she owns fee simple title to the property shown hereon and agrees that
the City shall not be liable to the Owner or his/her successors in interest during the warranty period, for any
claim of damages resulting from negligence in exercising engineering techniques and due caution in the
construction of cross drains, drives, structures or buildings, the changing of courses of streams and rivers,
flooding from natural creeks and rivers, and any other matter whatsoever on private property. Any and all
monetary liability occurring under this paragraph shall be the liability of the Owner. I further warrant that I have
the right to convey said land according to this Plat.
NOTICE OF OTHER DOCUMENTS:
All persons take notice that the Owner has executed certain documents pertaining to this Development which
create certain rights and obligations of the Development, the Owner and/or subsequent Owners of all or
portions of the Development site, many of which obligations constitute promises and covenants that, along
with the obligations under this Plat, run with the land. The said documents may also be amended from time to
time and may include, without limitation, the Development Agreement, Site And Landscape Covenants, Final
Site Plan, Final Landscape Plan, and Architectural Elevations, which documents are on file in the office of the
clerk of the City and should be closely examined by all persons interested in purchasing any portion of the
Development site.
ATTORNEY'S CERTIFICATION:
I hereby certify that this Subdivision Plat has been duly executed as required pursuant to Section
2.2.3(C)(3)(a) through (e) inclusive of the Land Use Code of the City of Fort Collins and that all
persons signing this Subdivision Plat on behalf of a corporation or other entity are duly authorized
signatories under the laws of the State of Colorado. This Certification is based upon the records of
the Clerk and Recorder of Larimer County, Colorado as of the date of execution of the plat and
other information discovered by me through reasonable inquiry and is limited as authorized by
Section 2.2.3(C)(3)(f) of the Land Use Code.
Attorney: _________________________________
Address: _________________________________
Registration No.: _________________________________
APPROVED AS TO FORM, CITY ENGINEER:
By the City Engineer of the City of Fort Collins, Colorado this day of , A.D., .
_______________________________________
City Engineer
PLANNING APPROVAL:
By the Director of Planning the City of Fort Collins, Colorado this day of A.D., .
Director of Planning
The following note shall be placed on the Plat:
There shall be no private conditions, covenants or restrictions that prohibit or limit the installation of resource
conserving equipment or landscaping that are allowed by Sections 12-120 - 12-122 of the City Code.
SURVEYOR'S STATEMENT:
I, Merrell Bryan Short, a Colorado Registered Professional Land Surveyor, do
hereby state that this Subdivision Plat was prepared from an actual survey under
my personal supervision, that the monumentation as indicated hereon were
found or set as shown, and that the forgoing Plat is an accurate representation
thereof, all this to the best of my knowledge, information and belief.
Merrell Bryan Short
Colorado Registered Professional Land Surveyor # 32444
B. ALL DIMENSIONS TO FACE OF STUD, UNLESS NOTED
OTHERWISE
C. EXTERIOR BUILDING SHELL AND ALL ASSOCIATED ENGINEERING
BY CLEARY BUILDING CORP.
D. ALL WINDOWS SHALL BE CENTERED BETWEEN GRID LINES
UNLESS NOTED OTHERWISE
E. LIGHING FIXTURES SHOWN FOR REFERENCE ONLY, SEE
ELECTRICAL DRAWINGS, FIXTURES STYLES BY OWNER
KEY NOTES:
1. STANDARD WOOD STUDS AT 16" O.C., UNLESS NOTED
OTHERWISE
2. 5/8" TYPE 'X' GYP. BD.
3. INSULATION PER CITY REQUIRED 2012 IECC COMPLIANCE, SEE
INSULATION SCHDULE, 9/A1.8
4. WOOD BASE
5. CONTINUOUS SEALANT, TYPICAL
6. NEW WOOD STUD WALL, SEE PLAN, WALL TYPES AND FINISH
SCHEDULE
7. APPROXIMATE LOCATION OF NEW RETAIL COUNTER, OWNER TO
VERIFY EXACT SIZE, LOCATION AND MATERIALS
8. HOLLOW METAL DOOR AND FRAME, SEE PLAN AND DOOR
SCHEDULE AND TYPES
9. ADA COMPLIANT SINK UNIT
10. PLAM COUNTERTOP, PROVIDE INTEGRAL 4" PLAM BACKSPLASH,
SEE INTERIOR ELEVATION
11. 3" WOOD VENEER VALENCE TO MATCH CABINETS
12. UNDER CABINET LIGHTING, SEE ELECTRICAL DRAWINGS
13. WOOD VENEER UPPER CABINET
14. WOOD VENEER BASE CABINET
15. ADJUSTABLE MELAMINE SHELF, (2) AT UPPER CABINET AND (1)
AT BASE CABINET
16. CONTRACTOR SHALL COORDINATE BLOCKING IN WALL FOR
CASEWORK
17. ALL EXPOSED SIDES OF CABINETS SHALL BE WOOD VENEER
TO MATCH CABINET, TYPICAL
18. NEW KITCHEN APPLIANCE, ITEMS SHOWN FOR REFERENCE
ONLY, OWNER PROVIDE, NOT IN CONTRACT, CONTRACTOR
SHALL VERIFY NEW APPLIANCE WILL FIT WITHIN NEW
CASEWORK DIMENSIONS
19. LINE OF EXPOSED WOOD TRUSS ABOVE, TYPICAL
20. ADA COMPLIANT WALL MOUNTED SINK AT ADA UNISEX
RESTROOMS 103
21. STANDARD WALL MOUNTED SINK AT PRIVATE RESTROOM 104A
22. 4' - 0" TILE WAINSCOT AT PUBLIC ADA UNISEX RESTROOM 103,
SEE FINISH SCHEDULE
23. 30"x48" CLEAR FLOOR SPACE AT SINK
24. 56"x60" CLEAR FLOOR SPACE AT WATER CLOSET
25. 60"x48" CLEAR FLOOR SPACE AT DOOR
26. 60" TURNING RADIUS
27. 30"x48" CLEAR FLOOR SPACE AT URINAL
28. 5/8" GYP. BD. CEILING, SEE CEILING PLAN AND FINISH
SCHEDULE
29. HEAVY DUTY, COMMERCIAL GRADE ATTIC ACCESS LADDER
30. WOOD SHELVING, OWNER TO COORDINATE SPACING WITH
RETAIL STORAGE NEEDS
31. 3'-4" x 6'-10" HOLLOW METAL FRAME TYPE-1 OPENING TO MATCH
ADJACENT OFFICE DOOR
32. LINE OF STRUCTURE ABOVE, SEE BUILDING SECTIONS
33. PROVIDE ADA COMPLIANT DRINKING FOUNTAIN
34. JANITOR SINK WITH INTEGRATED SPLASH GUARD
35. MECHANICAL EQUIPMENT, SHOWN FOR REFERENCE ONLY
36. PURINA MILLS DECAL, OWER TO VERIFY EXACT SIZE
37. PROVIDE R-19 BATT INSULATION AT INTERIOR RESTROOM
WALLS
38. WRAP EXPOSED COLUMNS AT EXTERIOR WITH 3" x 3" x 48" HIGH
STEEL ANGLE, PRIME AND PAINT, COLOR BY OWNER
39. PAINTED CONCRETE FILLED BOLLARD, (6) TOTAL, VERIFY IN
FIELD, SEE DETAIL 6/A1.7
40. 1-1/2" PIPE RAILING FALL PROTECTION AT ATTIC ACCESS
LADDER
41. BUILDING SIGN BY OWNER, OWNER TO COORDINATE LOCATION
42. 3/4" T&G CDX FLOORING, GLUED AND NAILED, OVER 11-7/8" TJI
210'S JOISTS AT 16" O.C.
43. EXTERIOR METAL AND TRIM BY CLEARY BUILDING CORP.:
SIDING COLOR SHALL BE WHITE WITH RED WAISCOT, ALL TRIM
SHALL BE RED TO MATCH WAINSCOT
44. METAL ROOFING BY CLEARY BUILDING CORP.: COLOR SHALL BE
RED TO MATCH WAINSCOT AND TRIM COLOR
45. DECORATIVE AND LITE CUPOLA BY CLEARY BUILDING CORP.,
COORDINATE LIGHTING WITH ELECTRICAL
46. PROVIDE MOISTURE RESISTANT GYP. BD. IN RESTROOMS,
TYPICAL, SEE ROOM FINISH SCHEDULE
47. PROVIDE STANDARD EFFICIENT CORNER SHOWER UNIT IN
PRIVATE RESTROOM 104A
48. BUILDING SHELL AND FRAME BY CLEARY BUILDING CORP.
49. AT INTERIOR SIDE OF BUILDING SHELL INSTALL 2x4 WOOD
PERLINGS HORIZONTALLY AT 24" O.C.
50. WINDOW TYPE-A: (15) TOTAL - LOCATED AT PERIMETER OF MAIN
FLOOR BETWEEN GRID LINES, UNLESS NOTED OTHERWISE,
SEE MAIN FLOOR PLAN 1/A1.1
51. WINDOW TYPE-B: (8) TOTAL - LOCATED ON WEST AND EAST
CLERE STORY BETWEEN GRID LINES, SEE MEZZANINE FLOOR
PLAN 1/A1.2
52. WINDOW TYPE-C: (8) TOTAL - LOCATED IN DECORATIVE
CUPOLAS, SEE EXTERIOR ELEVATIONS
53. COMPACTED GRADE
54. CONCRETE CAP
55. SCOTCHLITE REFLECTIVE TAPE AROUND BOLLARD, COLOR-
WHITE
56. PAINTED 6", SCHEDULE 40 GALVANIZED STEEL PIPE WITH 2500
PSI CONCRETE, PER ASTM A53
57. REPAIR EXISTING ASPHALT SURFACE, AS NEEDED, TO MATCH
ADJACENT
58. BUILDING SHELL DOORS AND WINDOWS BY CLEARY BUILDING
CORP., COORDINATE EXACT SIZES IN FIELD
59. APPROXIMATE LOCATION OF MAIN ELECTRICAL PANEL,
COORDINATE IN FIELD
60. PROVIDE INSULATION PROTECTION BOARD AT FULL PERIMETER
OF BUILDING, TYPICAL
61. CONCRETE FLOOR AND STEM WALL, SEE STRUCTURAL
DETAILS, A-C/A1.0
62. METAL COUNTERFLASHING, COORDINATE INSTALATION WITH
CLEARY SIDING INSTALATION
REVISIONS
SHEET CONTENTS
DRAWN
CHECKED
DATE
SHEET NO.
REUSE OF DOCUMENTS: THE IDEAS AND DESIGN INCORPORATED HEREON, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ARCHITECTURE
PLUS AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT PRIOR WRITTEN AUTHORIZATION OF ARCHITECTURE PLUS
318 East Oak Street + Fort Collins 80524
1531 West 29th Street + Loveland 80538
970.493.1220 + 888.698.7897 + www.aplusarch.com
A1.5
NORTHERN COLORADO
FEEDERS SUPPLY
08.27.14
SPC
JAC
NORTH AND WEST EXTERIOR
ELEVATIONS
ISSUE FOR PERMIT
300 HICKORY STREET
FORT COLLINS, COLORADO 80524
1 NORTH 1/4" = 1'-0" EXTERIOR ELEVATION
2 WEST 1/4" = 1'-0" EXTERIOR ELEVATION
N
O. BY DESCRIPTION DATE
E. LIGHING FIXTURES SHOWN FOR REFERENCE ONLY, SEE
ELECTRICAL DRAWINGS, FIXTURES STYLES BY OWNER
KEY NOTES:
1. STANDARD WOOD STUDS AT 16" O.C., UNLESS NOTED
OTHERWISE
2. 5/8" TYPE 'X' GYP. BD.
3. INSULATION PER CITY REQUIRED 2012 IECC COMPLIANCE, SEE
INSULATION SCHDULE, 9/A1.8
4. WOOD BASE
5. CONTINUOUS SEALANT, TYPICAL
6. NEW WOOD STUD WALL, SEE PLAN, WALL TYPES AND FINISH
SCHEDULE
7. APPROXIMATE LOCATION OF NEW RETAIL COUNTER, OWNER TO
VERIFY EXACT SIZE, LOCATION AND MATERIALS
8. HOLLOW METAL DOOR AND FRAME, SEE PLAN AND DOOR
SCHEDULE AND TYPES
9. ADA COMPLIANT SINK UNIT
10. PLAM COUNTERTOP, PROVIDE INTEGRAL 4" PLAM BACKSPLASH,
SEE INTERIOR ELEVATION
11. 3" WOOD VENEER VALENCE TO MATCH CABINETS
12. UNDER CABINET LIGHTING, SEE ELECTRICAL DRAWINGS
13. WOOD VENEER UPPER CABINET
14. WOOD VENEER BASE CABINET
15. ADJUSTABLE MELAMINE SHELF, (2) AT UPPER CABINET AND (1)
AT BASE CABINET
16. CONTRACTOR SHALL COORDINATE BLOCKING IN WALL FOR
CASEWORK
17. ALL EXPOSED SIDES OF CABINETS SHALL BE WOOD VENEER
TO MATCH CABINET, TYPICAL
18. NEW KITCHEN APPLIANCE, ITEMS SHOWN FOR REFERENCE
ONLY, OWNER PROVIDE, NOT IN CONTRACT, CONTRACTOR
SHALL VERIFY NEW APPLIANCE WILL FIT WITHIN NEW
CASEWORK DIMENSIONS
19. LINE OF EXPOSED WOOD TRUSS ABOVE, TYPICAL
20. ADA COMPLIANT WALL MOUNTED SINK AT ADA UNISEX
RESTROOMS 103
21. STANDARD WALL MOUNTED SINK AT PRIVATE RESTROOM 104A
22. 4' - 0" TILE WAINSCOT AT PUBLIC ADA UNISEX RESTROOM 103,
SEE FINISH SCHEDULE
23. 30"x48" CLEAR FLOOR SPACE AT SINK
24. 56"x60" CLEAR FLOOR SPACE AT WATER CLOSET
25. 60"x48" CLEAR FLOOR SPACE AT DOOR
26. 60" TURNING RADIUS
27. 30"x48" CLEAR FLOOR SPACE AT URINAL
28. 5/8" GYP. BD. CEILING, SEE CEILING PLAN AND FINISH
SCHEDULE
29. HEAVY DUTY, COMMERCIAL GRADE ATTIC ACCESS LADDER
30. WOOD SHELVING, OWNER TO COORDINATE SPACING WITH
RETAIL STORAGE NEEDS
31. 3'-4" x 6'-10" HOLLOW METAL FRAME TYPE-1 OPENING TO MATCH
ADJACENT OFFICE DOOR
32. LINE OF STRUCTURE ABOVE, SEE BUILDING SECTIONS
33. PROVIDE ADA COMPLIANT DRINKING FOUNTAIN
34. JANITOR SINK WITH INTEGRATED SPLASH GUARD
35. MECHANICAL EQUIPMENT, SHOWN FOR REFERENCE ONLY
36. PURINA MILLS DECAL, OWER TO VERIFY EXACT SIZE
37. PROVIDE R-19 BATT INSULATION AT INTERIOR RESTROOM
WALLS
38. WRAP EXPOSED COLUMNS AT EXTERIOR WITH 3" x 3" x 48" HIGH
STEEL ANGLE, PRIME AND PAINT, COLOR BY OWNER
39. PAINTED CONCRETE FILLED BOLLARD, (6) TOTAL, VERIFY IN
FIELD, SEE DETAIL 6/A1.7
40. 1-1/2" PIPE RAILING FALL PROTECTION AT ATTIC ACCESS
LADDER
41. BUILDING SIGN BY OWNER, OWNER TO COORDINATE LOCATION
42. 3/4" T&G CDX FLOORING, GLUED AND NAILED, OVER 11-7/8" TJI
210'S JOISTS AT 16" O.C.
43. EXTERIOR METAL AND TRIM BY CLEARY BUILDING CORP.:
SIDING COLOR SHALL BE WHITE WITH RED WAISCOT, ALL TRIM
SHALL BE RED TO MATCH WAINSCOT
44. METAL ROOFING BY CLEARY BUILDING CORP.: COLOR SHALL BE
RED TO MATCH WAINSCOT AND TRIM COLOR
45. DECORATIVE AND LITE CUPOLA BY CLEARY BUILDING CORP.,
COORDINATE LIGHTING WITH ELECTRICAL
46. PROVIDE MOISTURE RESISTANT GYP. BD. IN RESTROOMS,
TYPICAL, SEE ROOM FINISH SCHEDULE
47. PROVIDE STANDARD EFFICIENT CORNER SHOWER UNIT IN
PRIVATE RESTROOM 104A
48. BUILDING SHELL AND FRAME BY CLEARY BUILDING CORP.
49. AT INTERIOR SIDE OF BUILDING SHELL INSTALL 2x4 WOOD
PERLINGS HORIZONTALLY AT 24" O.C.
50. WINDOW TYPE-A: (15) TOTAL - LOCATED AT PERIMETER OF MAIN
FLOOR BETWEEN GRID LINES, UNLESS NOTED OTHERWISE,
SEE MAIN FLOOR PLAN 1/A1.1
51. WINDOW TYPE-B: (8) TOTAL - LOCATED ON WEST AND EAST
CLERE STORY BETWEEN GRID LINES, SEE MEZZANINE FLOOR
PLAN 1/A1.2
52. WINDOW TYPE-C: (8) TOTAL - LOCATED IN DECORATIVE
CUPOLAS, SEE EXTERIOR ELEVATIONS
53. COMPACTED GRADE
54. CONCRETE CAP
55. SCOTCHLITE REFLECTIVE TAPE AROUND BOLLARD, COLOR-
WHITE
56. PAINTED 6", SCHEDULE 40 GALVANIZED STEEL PIPE WITH 2500
PSI CONCRETE, PER ASTM A53
57. REPAIR EXISTING ASPHALT SURFACE, AS NEEDED, TO MATCH
ADJACENT
58. BUILDING SHELL DOORS AND WINDOWS BY CLEARY BUILDING
CORP., COORDINATE EXACT SIZES IN FIELD
59. APPROXIMATE LOCATION OF MAIN ELECTRICAL PANEL,
COORDINATE IN FIELD
60. PROVIDE INSULATION PROTECTION BOARD AT FULL PERIMETER
OF BUILDING, TYPICAL
61. CONCRETE FLOOR AND STEM WALL, SEE STRUCTURAL
DETAILS, A-C/A1.0
62. METAL COUNTERFLASHING, COORDINATE INSTALATION WITH
CLEARY SIDING INSTALATION
REVISIONS
SHEET CONTENTS
DRAWN
CHECKED
DATE
SHEET NO.
REUSE OF DOCUMENTS: THE IDEAS AND DESIGN INCORPORATED HEREON, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF ARCHITECTURE
PLUS AND IS NOT TO BE USED FOR ANY OTHER PROJECT WITHOUT PRIOR WRITTEN AUTHORIZATION OF ARCHITECTURE PLUS
318 East Oak Street + Fort Collins 80524
1531 West 29th Street + Loveland 80538
970.493.1220 + 888.698.7897 + www.aplusarch.com
A1.4
NORTHERN COLORADO
FEEDERS SUPPLY
08.27.14
SPC
JAC
SOUTH AND EAST EXTERIOR
ELEVATIONS
ISSUE FOR PERMIT
300 HICKORY STREET
FORT COLLINS, COLORADO 80524
1 SOUTH 1/4" = 1'-0" EXTERIOR ELEVATION
2 EAST 1/4" = 1'-0" EXTERIOR ELEVATION
N
O. BY DESCRIPTION DATE