HomeMy WebLinkAboutGLENWOOD COMMONS PUD - Filed CS-COMMENT SHEETS - 2004-08-04r r
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CFTY OF FORT COLLINS
PLANNING DIVISION
March 19, 1981
Mr. Charles Mayhugh
CRM Architects
109 Cameron Drive
Fort Collins, CO 80525
Dear Chuck:
The staff has reviewed the application for preliminary and final PUB approval
of Glenwood Commons and would offer the following comments:
1. The site plan and utility drawings should indicate the full improvement
of Shields Street to current arterial street standards. Phasing of
these improvements will be worked out in the subdivision agreement. At
this time, the construction of the sidewalks along Shields Street and
James Court will be required.
2. The phasing schedule as indicated is not workable. The first phase
should include access to James Court.
3. The City street policy is not to permit parking within 50-feet of the
flowline of an adjacent public street. Both curb cuts do not meet this
standard. Please revise.
4. The final site plan should delete all utility lines.
5. The applicant will need to coordinate removal of existing electrical
lines with the Light and Power Division.
6. The final site plan should include:
a. dimensions of building envelopes to property lines; and
b. dimensions between building envelopes.
7. The Building Code permits a maximum 2-foot overhang beyond the building
envelope. The landscape plan indicates a 3-foot overhang. Please revise.
8. Public Service Company will require a 10-foot utility easement along west
property line.
9. The parking area between Buildings A and B does not meet the City's
dimensions requirements as attached- The stall length dimension may be
decreased by 2-feet if the abutting sidewalks were increased by 2-feet.
484-4220
EXT. 655
Mr. Charles Mayhugh
CRM Architects
March 19, 1981
Page 2
10. Where parking spaces abut green areas, 17-foot stall lengths (900 parking)
or 13-foot stall lengths for compact cars may be used with the remaining
2-feet to be used as additional green area.
11. Bicycle parking should be provided.
12. The City policy is to permit a maximum of 20% of the total spaces to
be devoted to compact car spaces. The plan indicates 28%. Please revise.
13. All portions of the first story of all buildings shall be within 150-feet
of the access roadway for these buildings. Shields Street cannot be
used as the access roadway. The north part of the parking lot is
inaccessable to fire equipment. Therefore, Building A does not appear
to meet this requirement.
14. The staff feels that adequate access to the site can be accommodated off
the single curb to James Court, and this would further strengthen the
project as a single unit. Therefore, the staff recommends that the curb
cut to Shields Street be deleted.
15. The additional 20-feet of right-of-way along Shields Street is to be
dedicated for street and access purposes, not solely for "future bike
lane" as indicated on the site plan.
Before the staff can proceed with processing the application for development
approval, a revised final site plan and landscaping plan reflecting the above
comments will be required. Those items which cannot be shown on a site plan
should be addressed through the appropriate documents and a letter from the
applicant responding to those items should be submitted. These revisions
should be delivered to this office no later than March 30, 1981. Also, on
Monday, April 20, 1981, an 8-1/2 x 11" reduction of all plans and colored
architectural elevations and colored site plans should be submitted.
If you have any questions, please feel free to call.
C-SiQcerely,
C
jFrk
Planner
JF/fsr
Attachment
cc: Curt Smith
Josh Richardson
Z
PARKING AREA DIMENSIONS
STANDARD VEHICLE Dimensions In feet
A
B
C
D
E
F
G
00
13
23
8
23
20
12
300
8.5
20
17.4
9.8
20
15
450
8,.5
20
20.2
12
20
15
r000
9
19
21
10.4
24
20
900
9
19
19
9
24
' 20
COMPACT VEHICLE
00
7.5
19
7.5
19
20
12
300
7.5
16.5
14.8
8.7
20
15
450
7.5
16.5
17
10.6
20
15
600
13
16
17.9
9.2
24
20
900
8
15
15
8
24
' 20
A -
ANGLE
OF PARKING
B -
STALL
WIDTH
C -
STALL
LENGTH
D -
STALL
DEPTH
E-
CURB
LENGTH
F -
TWO WAY DRIVE WIDTH
G -
ONE WAY DRIVE WIDTH
REVISED 1-29-81 28