HomeMy WebLinkAboutSOLARIUM - PDP190016 - SUBMITTAL DOCUMENTS - ROUND 1 - VARIANCE REQUESTPermits & Engineering Company – rick@permitsandengco.com – 970-978-1627
Memo
To: City of Fort Collins
From: Rick Behning, P.E.
cc: Solarium LLC
Date: October 8, 2019
Re: Lot 1, Springwood Institute PUD (Solarium) LCUASS Variance Technical Memo
This memo is intended to serve as a request for variance on design standards related to the
parking and driveway facilities that exist or are proposed at 706 East Stuart Street (Solarium
LLC). As per Section 1.9.4 Variances and Appeals Processes, A.2, of the Larimer County Urban
Area Street Standards (LCUASS), a request for variance must elaborate upon the following:
A. Identification of the standard to be waived or varied and why the standard is unfeasible or
is not in the public interest.
B. Proposing Alternate Design. Identification of the proposed alternative design or
construction criteria.
C. Comparing to Standards. A thorough description of the variance request including impact
on capital and maintenance requirements, costs, and how the new design compares to the
standard.
D. Justification. The Professional Engineer must determine and state that the variance will
not be detrimental to the public health, safety and welfare, will not reduce design life of
the improvement nor cause the Local Entity additional maintenance costs. The proposed
plan (as varied) must advance the public purpose of the standard sought to be varied
equally well or better than would compliance with such standard.
The following are known conditions that deviate from the LCUASS requirements and are being
requested to be allowed through the variance/waiver process described above:
Variance #1:
2
A. Identification of the Standard to be Waived or Varied:
a. 9.4.2 Entrance Angle - In general, the entrance angle for all driveway approaches
and intersections shall be as near 90to the centerline of the street as possible.
The minimum angle that will be permitted is 90plus or minus 10for a
minimum of 25 feet measured perpendicular to the street and measuring from the
curb or edge of pavement toward the private property served.
B. Proposing Alternate Design:
a. The existing/proposed westerly driveway ramp on the subject property is in
compliance with the 90º plus or minus 10 º but not for a distance of 25’. The
proposal is to allow the existing condition to remain.
C. Comparing to Standards
a. The design standard of a perpendicular approach for 25 feet is intended to
mitigate conflict points at driveways and accommodate a clear line of site as a
driver enters or exists the Right of Way at the driveway. The existing parking lot
is not set back from Stuart Street enough to accommodate the 25 foot length
requirement. The proposed driveway design will modify the existing two-way
access to be one-way only. This results in an enhanced egress driveway (driveway
not in conformance to the requirements). The proposed condition will allow for a
clear line of site despite the angled approach. The driveway will be maintained by
the property owner, therefore the City will experience no undue financial hardship
due to this variance/waiver.
D. Justification:
a. It is my professional opinion that the above variance/waiver will not be
detrimental to the public health, safety and welfare, will not reduce design life of
the improvements nor cause the Local Entity additional maintenance costs. The
proposed plan (as varied) will advance the public purpose of the standard sought
to be varied equally well as would compliance with the standard.
Variance #2:
A. Identification of the Standard to be Waived or Varied:
a. 19.1 GENERAL - This chapter defines the parking criteria for on-street parking,
including Downtown parking, parking on cul-de-sacs, and other special
requirement areas. This chapter also establishes clearance requirements for off-
street parking. Parking stall dimensions for various parking configurations shall
be designed in accordance with Standard Drawing 19-4. (Note: Drawing reference
should read 19-7) The Standard Drawing requires a one-way drive isles width for
head in (90 degree) parking spaces to be 24’ in width.
B. Proposing Alternate Design:
a. The existing/proposed east half of the parking area has head in parking and a one-
way drive isle width of 21.2 feet.
C. Comparing to Standards
a. The design standard of a 24’ wide one-way drive isle is intended to provide ample
space for vehicles entering and exiting the parking space. As the chart denotes,
3
one-way drive isles in parking lots are usually accompanied by angled stalls with
a narrower drive isle than 24’. The existing/proposed parking lot layout has head
in stalls on the east side and angled parking on the west side in order to
accommodate adequate on-site parking. Additionally, the existing parking lot is
not set back from Stuart Street enough to accommodate the 24-foot width
requirement. The existing parking lot has been utilized for many years with two-
way access allowed without issue, according to the owner. While the condition
does not match the design standard, the parking facility operates in a safe and
convenient manner.
D. Justification:
a. It is my professional opinion that the above variance/waiver will not be
detrimental to the public health, safety and welfare, will not reduce design life of
the improvements nor cause the Local Entity additional maintenance costs. The
proposed plan (as varied) will advance the public purpose of the standard sought
to be varied equally well as would compliance with the standard.
Variance #3:
A. Identification of the Standard to be Waived or Varied:
a. 19.3.1 Minimum Distance - The minimum setback distance from the street curb
face to the nearest parking space in an off-street parking area must be designed in
accordance with Figure 19-6. This figure requires a setback of 50’ from the
flowline in Stuart Street to the nearest parking space.
B. Proposing Alternate Design:
a. The existing/proposed east half of the parking area has head in parking offset
from the Stuart Street flowline by 40.8’. The proposed west half of the parking lot
has angled parking offset from the Stuart Street flowline by 28.5’ (at the worst
condition).
C. Comparing to Standards
a. The design standard of setting the parking facilities back from the adjacent street
flowline is intended to provide vehicle stacking space between the roadway and
the parking area. The existing parking lot is not set back from Stuart Street
enough to accommodate the 50-foot setback requirement. The proposed parking
lot will be enhanced with a one-way directional flow. The existing parking lot has
been utilized for many years with two-way access allowed without significant
issue, according to the owner. While the condition does not match the design
standard, the parking facility operates in a safe and convenient manner.
D. Justification:
a. It is my professional opinion that the above variance/waiver will not be
detrimental to the public health, safety and welfare, will not reduce design life of
the improvements nor cause the Local Entity additional maintenance costs. The
proposed plan (as varied) will advance the public purpose of the standard sought
to be varied equally well as would compliance with the standard.