HomeMy WebLinkAboutDUTCH BROS - PDP190008 - DOCUMENT MARKUPS - ROUND 2 - FIRE AUTHORITY REQUIREMENTS (3)CC
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KENSINGTON
DRIVE
SOUTH COLLEGE
AVENUE
UE,
AE & DE
NON-EXCLUSIVE
AE
NON-EXCLUSIVE
AE
UE,
AE & DE
CONIFEROUS GROUND
COVER LIMITS
-ASPHALT-
-ASPHALT-
-LANDSCAPING STONE-
-LANDSCAPING STONE-
-LANDSCAPING STONE-
-ASPHALT-
LID=5040.1
LID=5037.4
NUT=5033.0
LID=5037.0
LID=5036.9
SMH #13682
RIM=5040.2
8" PVC (S) INV=5032.0
8" PVC (W) INV=5032.0
2' - 8 7/8"
2' - 11 1/4"
9 5/8"
2 3/8" Galv. steel
pipe
Concrete pad
or paving
Mount to concrete or
pad with 1/2"
expansions anchors
Hand tooled
control joint min.
depth = 1/4
depth of slab.
Medium broom
finish or match
adjacent.
Slope 1/4" Max.
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.
Abutting Wall
Troweled Edge
1/2" Compressible
Filler w/ Sealant
Symbol 8"
(White Vinyl)
Radius corners
typical
Letterform 1-1/2"
Helvetica Medium (White
Vinyl)
Blue vinyl face, backside
anodized aluminum
Handicapped
Parking Only
1' - 4"
5' - 0" UNO 1' - 8"
NOTE: Sign provider to confirm and
comply with 2003 Ansi 117.1 or
Applicable codes
Pipe bollard,
Re: Typical detail.
3' - 6" AFF
Van
Accessible
A0.5
1
150' - 0"
150' - 0"
New Hydrant location, refer to civil
for location and connection
Area hatched in blue show site that is out
of compliance with the 150' access from
Kensington and from the public right of
way to the east.
Area hatched in green show public
access easement. Per public record
drawings of “The Gateway at
Harmony Road P.U.D. Third Filing”.
The access connects back to Mason
Street to the West for full access
Diagonal hatched area show area of Jiffy
Lube building that is outside the 150'
compliance access from Kensington and
from the public right of way to the east. The
south elevation of the building has no
openings
Existing Jiffy Lube
New Dutch Bros
Existing Hydrant
location
12" diameter concrete
sonotube base @ asphalt,
finish above ashpalt as
shown.
Painted 6" Diameter steel pipe.
Top @ +42" AFF. Sink
minimum 3'-0" min. Into
concrete footing
Sloped concrete cap
1' - 0" 3' - 0" 3' - 6"
Premolded expansion joint w/
sealant, typical.
(3) #4 Bars x 8" Long
welded to pipe bollard
CL
1' - 2" Min.
Concrete Asphalt
Issued
Drawing Number
Scale Accordingly if Reduced
Project No.: Drawn by:
Reviewed by:
In Association with:
ARCHITECTS
r4 architects.com
226 Remington
Unit #3
Fort Collins, CO 80524
phone 970/224-0630
www.r4architects.com
Contact: Nick Decker
Email: ndecker@rakerrhodes.com
Raker Roads
Phone: (970) 493-1391
Fort Collins, CO 80524
236 Linden Street, Suite A
Structural Engineer
Contact: Alicia B. Thorpe
Email: aliciathorpe@gallowayus.com
Galloway
Phone: (970) 800-3305
Johnstown, CO 80534
5265 Ronald Reagan Blvd., Suite 210
Mech. & Plumb. Engineer
Contact: Chuck Polson
Email: chuck@apsinc.biz
APS, Inc.
Phone: (970) 381-7462
Highlands Ranch, CO 80129
9249 S. Broadway, #200-836
Electrical Engineer
Contact: Cathy Mathis & Jim Doyle
Email: cathy@tbgroup.us, doyle@tbgroup.us
TB Group
Phone: (970)532-5891
Berthoud, CO 80531
444 Mountain Avenue
Planning & Landscape
Contact: Mike Oberlander
Email: moberlander@Interwestgrp.com
Interwest Consulting Group
Phone: (970)674-3300
Windsor, CO 80550
1218 Ash Street
Civil Engineer
Contact: Nate Frary
Email: nate@dutchbros.com
Dutch Bros. Coffee
Phone: (509) 366-2884
Fort Collins, CO 80524
1600 E. Mulberry St. Unit #1
Owner
Contact: -
Email: -
TBD
Phone: #
City, State, Zip
Address
General Contractor
Author
Checker
A0.4
PFA Site Plan
PDP Staff Comments
#1
Project Number
Dutch Bros
1/2" = 1'-0"
2
Bike Rack Detail
1 1/2" = 1'-0"
3
Exterior Paving Detail
3/4" = 1'-0"
5
HC Parking Sign w/ Bollard Base
1" = 20'-0"
1
0 - Architectural Site Plan
3/4" = 1'-0"
4
Typical Pipe Bollard
No. Description Date
3 PDP Staff Comments #1 06/06/2019