HomeMy WebLinkAboutLot Certifications - 12/11/2020 (3)2/14/17 Page 1
CERTIFICATION OF LOT GRADING
Pursuant to Fort Collins City Code § 26-544 & City Land Use Code § 3.3.2 (e)
Date:
Address:
Lot: Block:
Subdivision:
Permit Application #:
Larimer County Parcel #:
Larimer County Reception #:
(on development agreement)
I, (print) , a Colorado registered professional engineer, verify that construction
of all stormwater facilities and grading is complete and hereby submit this certification.
Please answer the following questions by initialing the appropriate response. For each question initialed “No,” attach an
explanation detailing how this will affect stormwater drainage for this lot and any adjacent lots.
1.Certification includes attached Stormwater-approved grading plan. (NOTE: City’s
Building Department does not approve grading plans).
2.Certification includes the attached as-built survey dated (must be within 60
days of the date the certification is submitted) accurately and truthfully depicting
elevations for:
Top of foundation/finished floor
Finished grade on each side of the structure
Quarter points along each lot line (not more than 50 feet apart)
Break points/high points
Swales
Berms
Retaining walls
Air conditioning pads
Window wells
Any other appurtenance(s) within an easement
3.All elevations are within a 0.2 foot tolerance of the approved grading plan.
4.The top of foundation is at least 6 inches above the highest grade surrounding the
structure.
5.There is a minimum grade of 5% away from the structure within the first 5 to 10 feet
adjacent to the residence.
6.All slopes meet or exceed the minimum requirement of 2% (1% is acceptable on single
family lots when the swale is draining the runoff from only two adjoining properties)
and are not steeper than 33% (3:1).
7.All flow lines of stormwater drainage swales are a minimum of 6 inches below the
elevation of ground adjacent to the structure and will direct drainage as shown on the
Stormwater-approved grading plan.
8.All downspout locations and discharge directions are shown on the as-built survey.
Runoff is directed into an appropriate drainage system or lot line swale, and it is not
directed onto neighboring properties.
No Yes
No Yes
No Yes
No Yes
No Yes
No Yes
No Yes
No Yes
X
X
X
X
X
X
X
X
Localized areas around foundation have a 4" drop. These areas do not have downspouts
and have sufficient grade to landscape drains.
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9.A smooth transition with no vertical offset (step) in grade is provided at the lot line to all
adjacent properties.
10.The grading of this lot does not adversely affect neighboring properties or City
infrastructure.
11.Landscaping has been completed prior to survey. If not, please indicate who will be
responsible for completing landscaping:
12.Final site cleanup has been completed.
13.I personally visited the site as part of the certification process, and in my professional
opinion, the as-built survey is an accurate representation of the site conditions..
No Yes
No Yes
No Yes
No Yes
No Yes
14.Based on this information, I certify that (check one):
□The elevations and drainage patterns of the lot/site are in substantial conformance with the City
approved drainage and grading plan for the property (information attached).
□The elevations and drainage patterns of the lot/site as measured are in general conformance with the
City approved drainage plan with exceptions (information attached). In my professional judgment the
elevations and grading of the lot/site as constructed are functionally adequate and equivalent to the
specifically approved drainage plan, and will affect stormwater drainage on and off the lot/site in a
manner consistent with the approved drainage plan.
Name:
Email:
Phone:
Company:
Address:
NOTE: A complete certification must be submitted at least two weeks prior to a request for a Certificate of Occupancy
for the lot/site, including, but not limited to, drawings of the lot/site showing the approved design and as-built surveyed
elevations of all structures, drainage and grading features, written information/explanation of discrepancies, and other
information necessary to confirm the above certification to:
Email (preferred)
WaterUtilitiesEng@fcgov.com
Mailing Address
Fort Collins Utilities
ATTN: Water Utilities Engineering
281 North College Avenue
Fort Collins, CO 80521
Questions?
970-221-6700
PE Stamp
Sign and date
X
X
X
X
X
12/10/2020
December 10, 2020
Mr. Dan Mogen
City of Fort Collins Utilities
281 N. College Avenue
Fort Collins, CO 80521
RE: Mountain’s Edge – Block 2 - Certification of Lot Grading
Dear Mr. Mogen,
Please find the attached Certification of Lot Grading for Block 2, Mountain’s Edge (Address: 2444 Ridge
Top Drive).
This letter is provided to document the deviations from the approved grading plans.
The following items are deviations from the approved grading plans:
1. The spill curb and gutter on Ridge Top Drive was built approximately 0.15’ high. The flowline was
shown to have positive drainage. Drainage will function as intended.
2. The garage pads were designed to be 8” below the top of foundation. It was expected that there
would be a step from the garage into the units. At construction, these pads were poured to be ADA
accessible into the unit. As such, these pads were poured higher than planned. The driveway was
adjusted to match the garage pad and the flowline. The driveways are approximately 2% steeper
than the design. There is no concern here.
3. Two localized landscape areas on the west side of the building are shown only 4 .5” below the top
of foundation. No downspouts are directed to the area and these areas have a sufficient slope to
the drainage inlets. As no drainage is directed to this area and this area has sufficient fall away
from the building, we have no concern for the function of drainage in this area.
4. The original plans called for the main sidewalk spine to act as emergency spill if the small
landscape drains were clogged. The as-built window well MOE was shown to be at or just above
the elevation of the as-built sidewalk. In order to provide emergency spill for these small landscape
areas, sidewalk chases were constructed to direct any overflow away from the building. These
sidewalk chases were added for emergency spill, therefore they are at a higher elevation than the
landscape drains.
The grading and drainage improvements around the building meet the intention of the original plans and
design.
Please do not hesitate to contact me at 970.568.5412 or stephanie@northernengineering.com.
Sincerely,
Northern Engineering Services, Inc.
Stephanie Thomas
Project Manager
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Attachments:
As-Built Elevations for Drainage Certificate – Lots 1-7, Block 2, Mountain’s Edge
Approved Mountains Edge Grading Plans