HomeMy WebLinkAboutLot Certifications - 04/06/2020 (2)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
April 3, 2020 East Ridge Third Filing
426 Skyraider Way B1905956, B1906084, B1906085, B1906086, B1906087
Fort Collins, Colorado 8708165001, 8708165002, 8708165003, 8708165004, 8708165005
1,2,3,4,5 Phase 1C | Block 2 20170085863, 20190031459
Herman Feissner
03.27.2020
HF
HF
HF
HF
HF
HF
Variations from 0.2 foot tolerance exist, see attached Plot Plan.
HF
As-built survey data is shown highlighted in BLUE on the attached Plot Plan.
HF
Downspout locations were observed and photographed during my site visit on March 28, 2020.
The as-built condition is adequate. Refer to the ILC for the downspout locations.
Air Conditioning (AC) pads were observed and photographed during my site visit on March 28, 2020.
The AC pads (and downspout locations) are shown on the Improvement Location Certificate (ILC).
There are small, isolated areas with ±2.5% to 4% within the first 5 to 10 feet
noted on the attached Plot Plan. These areas are expected to have negligible
impact on the drainage of the site.
There are small, isolated areas where the slope is less than 2%
noted on the attached Plot Plan. The contractor is to add a swale
flowline to improve local drainage.
SCALE: 1"=30'
0 15 30
Checked By:
Project No:
Drawn By:
Date:
5265 Ronald Reagan Blvd., Suite 210
Johnstown, CO 80534
970.800.3300 •GallowayUS.com
426 SKYRAIDER WAY, FORT COLLINS, CO
LOTS 1, 2, 3, 4, AND 5, BLOCK 2, EAST RIDGE THIRD FILING
CLIENT: HARTFORD HOMES
SCALE: 1"=30'
0 15 30
HFH000019.10
WH
RCR
03/31/20
03/31/20
DS
DSDSDS
DS
DS
DS
DS
DS
DS DS DS
DS
DS
Retaining wall and
ramp with handrail
not installed. See
updated sidewalk
alignment. Refer to
ILC.
Slopes are ±2.5% to 4% within the first 5 to
10 feet in this area. It is expected to have
negligible impact on the drainage of the site.
Slopes are ±2.5% to 4% within the first 5 to
10 feet in this area. It is expected to have
negligible impact on the drainage of the site.
48
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9
8
48
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9
8
48
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9
8
48
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9
8
48
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9
8
47.6
47.6
47.6
47.6
47.7
47.7
47.8
48.0
48.0
48.0
48.0
48.1
48.2
48.2
48.4
48
.
3
48.1
47.7 47.5 47.1 46.9
46.8
47.
1
47.247.347.7
47.5
47.
2
46.8
46.5
46.4
46.3
46.6
46.
5
46.3
46.2
46.0
45.8
45.6
45.4
46
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6
46
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8
46
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9
47
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1
47
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5
45.4
45.4
45.4
46.4
45.9
45.8
45.747.4
47.5
This inlet was not constructed. Local runoff will
sheet flow over the walk; this drainage pattern
more closely matches the approved drainage
design. Refer to Basin M3 on sheet DR02.
48.5
48.4
49.0
47.2 48.4
48.8
48
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2
48.1
47.0
47.947.9
47.8
47.8 47.8
47.9
48.0
47.9
47.9
47.9
47.147.947.9
48.0
48
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1
48
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1
48.8
48
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2
48.2
48.7
48
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1
47.5
48.9 48.
5
48.5
48.2
48
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6
48.6
AC pad (typ.):
Location
approximate.
Refer to ILC.
Downspout location (typ.).
Refer to ILC.
46.8
426 Skyraider Way
426 Skyraider Way
Flat slope has negligible
impact on HGL.
49
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9
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3
6