HomeMy WebLinkAboutLot Certifications - 06/05/2020//1 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:
z Top of foundation/finished floor
z Finished grade on each side of the structure
z Quarter points along each lot line (not more than 50 feet apart)
z Break points/high points
z Swales
z Berms
z Retaining walls
z Air conditioning pads
z Window wells
z Any other appurtenance(s) within an easement
ϯ͘All elevations are within a 0.2 foot tolerance of the approved grading plan.
ϰ͘The top of foundation is at least 6 inches above the highest grade surrounding the
structure.
ϱ͘There is a minimum grade of 5% away from the structure within the first 5 to 10 feet
adjacent to the residence.
ϲ͘All 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 ϯϯ% (ϯ:1).
ϳ͘All 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.
ϴ͘All 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
* See attached letter.
Not applicable.
Not applicable.
Not applicable.
Not applicable.
Not applicable.
May 27, 2020 Meyer Subdivision
2200 Kechter Road B1902805
T700383882
1 -- 20190030174
Megan Lynn Keefe
05/19/2020
//1 Page 2
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):
Ƒ 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).
Ƒ 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
homeowner
✔
Megan Lynn Keefe
meg@keefecivil.com
970-215-6808
Keefe Civil
825 Union Street
Golden, Colorado 80401
Digitally signed by Megan L
Keefe
Reason: I attest to the accuracy
and integrity of this document
Date: 2020.05.27
16:06:32-06'00'
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Digitally signed by Megan
L Keefe
Reason: I attest to the
accuracy and integrity of
this document
Date: 2020.05.27
16:06:54-06'00'
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City of Ft. Collins, Colorado
UTILITY PLAN APPROVAL
APPROVED:
City Engineer Date
CHECKED BY:
Water & Wastewater Utility Date
CHECKED BY:
Stormwater Utility Date
CHECKED BY:
Parks & Recreation Date
CHECKED BY:
Traffic Engineer Date
CHECKED BY:
Natural Resources Date
FORT COLLINS - LOVELAND
WATER DISTRICT
SOUTH FORT COLLINS
SANITATION DISTRICT
Mr. Chris Matkins, Manager Date
Mr. Terry Ferrill, P.E., District Manager Date
All changes, addendums, additions, deletions and
modifications to these drawings must be approved,
in writing, by the Fort Collins-Loveland
Water District and the South Fort Collins Sanitation District.EXISTING IMPERVIOUS AREA:
ROOFTOP 4,917 SF
CONCRETE 300 SF
GRAVEL DRIVEWAY 9,560 SF
TOTAL 14,577 SF
NEW IMPERVIOUS AREA:
ROOFTOP 6,717 SF
CONCRETE 843 SF
FIRE LANE 9,746 SF
GRAVEL DRIVEWAY 1,485 SF
NEW TOTAL 18,791 SF
CHANGE IN IMPERVIOUS AREA = + 4,214 SF
GRADING NOTES:
1.TOP OF FOUNDATION MUST BE AT LEAST 6" ABOVE THE HIGHEST GRADE
SURROUNDING ALL PROPOSED BUILDINGS.
2.THERE MUST BE A MINIMUM GRADE OF 5% AWAY FROM THE FOUNDATION
WITHIN THE FIRST 5 TO 10 FEET ADJACENT TO ALL PROPOSED BUILDINGS.
3.ALL SLOPES MUST MEET THE MINIMUM REQUIREMENT OF 1% AND ARE NOT
TO BE STEEPER THAN 33% (3:1).
PROPOSED BUILDING
TOF = 4948.60'
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2.15
THORLAND SUBDIVISION
DS
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DSDS
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LEGEND:
4 OF 6
1
2.15
ABBREVIATION LEGEND:
PROPOSED
POLE BARN
TOF = 4949.50'
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