HomeMy WebLinkAboutLot Certifications - 02/11/20252/14/17 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
01.31.2025
2909 BARN SWALLOW CIRCLE
WATERS EDGE 2ND FILING
B2306923
8830421143
143 N/A
RYAN BANNING
X
01.15.25 X
X
X
X
XX
X
N/AN/A
N/A
X
FINISHED FLOOR IS 5" LOWER THAN PLAN BUT TF REMAINS ABOVE PLAN. NO DRAINAGE ISSUE ANTICIPATED X
X
X
X
X
X
DOWNSPOUTS ARE COLLECTED BY INLET GRATES DISCHARGING TO DAYLIGHT, DOWNSTREAM
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20180037646
Grading/Stormwater Certification Accepted
(Certificate of Occupancy Released)
Accepted by:
Date:
☐ Escrow was held for CO and is now released
we Derek Lutz
02/11/2025
2/14/17 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):
□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
BUILDER FRONT / HOMEOWNER REAR
X
X
X
RYAN BANNING
RYAN. BANNING@EPSGROUPINC.COM
970.488.1113
EPS GROUP, INC.
301 N HOWES STREET, STE 100
FORT COLLINS, CO 80521
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02.10.2025
N44
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R=61.50'
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Chord=25.67'
C.B.=S57°10'52"E
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1-Story Walkout
Stone/Stucco
BAR
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X
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#4 REBAR WITH YELLOW
CAP, PLS NO. 38469
NAIL & BRASS TAG,
PLS NO. 38469
I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED FOR LEE BARKER
BUILDER, LLC, THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS NOT
TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING, OR OTHER FUTURE IMPROVEMENT
LINES. THIS CERTIFICATE IS VALID ONLY FOR USE BY LEE BARKER BUILDER, LLC AND DESCRIBES THE
PARCEL'S APPEARANCE ON 01/10/25.
I FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON THIS DATE,
01/10/25, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL,
EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY
IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED AND THAT THERE IS NO APPARENT
EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT
AS NOTED.
NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT,
MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS
AFTER THE DATE OF THE CERTIFICATION SHOWN HEREON.
LEGAL DESCRIPTION: LOT 143, WATERS EDGE SECOND FILING
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
ADDRESS: 2909 BARN SWALLOW CIRCLE
DRAWN BY:
DATE:
PROJECT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
LEGENDNO.REVISIONS DATE
1
2
3
4
5
MATT E. LOCKWOOD
COLORADO PLS NO. 38316
FOR
LEE BARKER BUILDER, LLC WATERS EDGE SECOND FILING
246-029
01/14/25
L. SMITH
S:\Survey Jobs\246-029\Dwg\ILC-GC\246-029 ILC-GC.dwg
LEE BARKER BUILDER, LLC
IMPROVEMENT LOCATION CERTIFICATE
NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
0'20'
20
01/15/25
N44
°
5
1
'
5
3
"
E
1
2
0
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0
0
'
S45
°
0
8
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0
7
"
E
4
3
.
5
5
'
L=25.86'
R=61.50'
Δ=24°05'30"
Chord=25.67'
C.B.=S57°10'52"E
S2
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1-Story Walkout
Stone/Stucco
93.79
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DS 86.47
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9
LEGAL DESCRIPTION: LOT 143, WATERS EDGE SECOND FILING
CITY OF FORT COLLINS, COUNTY OF LARIMER, STATE OF COLORADO
ADDRESS: 2909 BARN SWALLOW CIRCLE
#4 REBAR WITH YELLOW
CAP, PLS NO. 38469
NAIL & BRASS TAG,
PLS NO. 38469
THE ATTACHED DRAWING SHOWS THE ELEVATIONS
AND DRAINAGE PATTERNS THAT ARE THE
REGISTERED LAND SURVEYORS CERTIFIED FINDINGS
OF THE FINISHED GROUND GRADES FOR THE ABOVE
DESCRIBED PROPERTY ON THE DATE PROVIDED
ABOVE. THE ELEVATIONS AS DEPICTED HEREON
MAY CHANGE SUBSEQUENT TO THE DATE OF THE
SURVEY DUE TO NATURAL AND/OR ARTIFICIAL
ACTIONS.
NOTICE: ALL BEARINGS, DISTANCES, AND
EASEMENTS ARE PER THE SUBDIVISION PLAT
UNLESS OTHERWISE NOTED.
DATE OF COMPLETED FIELDWORK:
01/10/25
TOP OF FOUNDATION ELEVATION:
TF=97.78
FINISHED FLOOR ELEVATION:
FF=98.05, 87.25
MINIMUM OPENING ELEVATION:
MOE=90.12
GARAGE FLOOR ELEVATION:
GF=97.78
TF=97.78
FF=
8
7
.
2
5
MOE
=
90.
1
2
GF=
9
6
.
7
6
DRAWN BY:
DATE:
PROJECT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
LEGENDNO.REVISIONS DATE
1
2
3
4
5
MATT E. LOCKWOOD
COLORADO PLS NO. 38316
FOR
LEE BARKER BUILDER, LLC WATERS EDGE SECOND FILING
246-029
01/14/25
L. SMITH
S:\Survey Jobs\246-029\Dwg\ILC-GC\246-029 ILC-GC.dwg
LEE BARKER BUILDER, LLC
AS-BUILT ELEVATIONS FOR A DRAINAGE CERTIFICATE
NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
0'20'
20
FF=
9
8
.
0
5
'
RIM
RIM RIM
RIM
FL ADS
FL ADS
RIM
RIM
FL ADS
FL
A
D
S
01/15/25
86.9
88.9
94.6
86.0
86.5
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NOTE: FIVE SPOT ELEVATIONS
UPDATED POST-SURVEY,
WITNESSED AND ATTESTED BY
RYAN BANNING
(SHOWN IN RED)
RETAINING WALL
- General Contractor to review all
drawings prior to construction
- Any discrepancy or concerns in the
plans are to be brought to my attention
prior to construction
- General Contractor to provide full sets
of drawing to all sub-contractors
- Sub-Contractor are to ask questions to
general contractor prior to calling David
E. Hueter
- All dimensions are to rough framing
(U.N.O.) unless noted otherwise
- Sub-Contractors are to site verify all
conditions
- Stamped structural drawing always
supersede non-stamped drawings
- Truss drawings are to be prepared by
an license truss company,
these shop drawing are to be reviewed
by general contractor and structural
engineer before being fabricated
- All vent stacks to be vented out back
side of roof when possible and painted
to match roof color
General Notes:Site Notes:
1. Licensed Surveyor to stake lot & house,
Owners and builder to approve layout before
excavation
2. Solid contour lines indicates proposed
grading, Dashed contour lines indicates
existing grading,final grading will be verify on
site with owners
3. Grades on any portion of the lot shall
have a minimum slope of 2%.
4. Runoff should flow away from occupied
structures, a minimum of 10% in the first five
feet. There must be positive drainage away
from all foundation openings (i.e windows,
walk-outs).
5. Ground elevations shall be a minimum of
0.5’ below the top of foundation as outlined
in the current International Building Code.
6. Contractor to verify any discrepancies
with top of foundation heights
7. Contractor shall be responsible for
locating utilities prior to construction
44°
5
1
'
5
3
"
120
.
0
0
'
S
W
44°
5
1
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5
3
"
100
.
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N
E
45°
0
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80.0
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S
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45°
0
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43.5
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'
N
W
57° 4
2
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5
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"
25.74
'
S
E
21
°
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28
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N
E
RYS
B
15'
-
0
"
FYS
B
20'
-
0
"
15'
-
5
3
/
4
"
SYS
B
5' -
0
"
25'
-
6
1
/
4
"
12'
-
0
"
33'
-
6
1
/
4
"
patio site wall
SYS
B
5' -
0
"
16'
-
0
"
478 sq. ft.
patio below
724 sq. ft. beck above
384 sq. ft.
concrete entry
patio
533 sq. ft.
concrete
driveway
20'
-
4
"
U&D
E
6' -
0
"
UE12'
-
0
"
5%
2%
5%
24%
24%
8%
11%
Finish Floor
= 5098'-6"
1/4
"
/
1
2
"
swa
l
e
swa
l
e
swa
l
e
1/4
"
/
1
2
"
1/4
"
/
1
2
"
1/4
"
/
1
2
"
1/4
"
/
1
2
"
12'
-
0
"
12'
-
0
"
20'
-
6
1
/
4
"
1
1
5094.88 ft
5094.64 ft
5095.20 ft
5095.56 ft
5086.15 ft
5085.47 ft
5094.79 ft
1
Sy
s
t
e
m
/
K
e
y
N
o
t
e
s
:
Sy
s
t
e
m
/
K
e
y
N
o
t
e
s
:
F = Freize & Belly BandF = Freize & Belly Band
- 2x12 Stucco band
Typical Floor SystemTypical Floor System
- 3/4" osb sub-floor
- TJI / Pro 210 11 7/8" @ 16" o.c. (U.N.O)
- 1 1/4" x 11 7/8" lsl rim bd.
- 2x6 p.t. sill plate
- sill plate foam
- Insulation per Insulation Note
Typical Wall SystemTypical Wall System
- see elev. for siding mat. & locations
- Zip sheathing bid opt. Zip R-3 (1/2")
- 2x6 studs @ 16" o.c.
- Insulation per Insulation Note
- vapor barrier
- 1/2" gyp. Bd.
B = Soffit and FasciaB = Soffit and Fascia
- 2x10 Dak fascia
- 2x6 sub-fascia
- 3/8"x4'x8' Hd. Bd. (textured) soffit sheets cut to
fit with 1x2 battens at 48" O.C.
- 1x6 T & G with nickel gap (at Entry Roof)
- 2" continuous vent system, at garage roof only
- cont. gutter system
E = WindowsE = Windows
- Clad exterior, wood interior
- Low -"E"
- tempered as per code
- drip flashing
- membrane wrap
- 7/8" Laminated grids where shown
-caulk as req'd. by manu.
- verify w/ manu. for recommended
installation procedures
- egress to be verified by supplier
D = Stone VeneerD = Stone Veneer
- Thin Stone Veneer
- 2 1/2" t. Stone caps and col. caps,
cap flash'g.
-install over recommend house wrap
- verify w/ manu. for recommended
installation
G = Garage door Buck & TrimG = Garage door Buck & Trim
- 2x8 RS Cedar buck
- 2x8 RS Cedar header trim, extend
past door frame by 6" each side
C = StuccoC = Stucco
- Hard Coat Stucco system w/ synthetic
final coat
- verify w/ manu. for recommended
installation procedures and back drain
systems
"A" = Asphalt Roof"A" = Asphalt Roof
- P.E. Roof Trusses @ 24"o.c.
- 15/32" o.s.b. roof sheathing
- Shark Skin roof Underlayment, or equivalent
- 50 Year, Lifetime Shingle
- Contours ridge vents, at garage roof only
2
2
Finish Floor = 5,098'-6"Finish Floor = 5,098'-6"
9,565 sq. ft. lot9,565 sq. ft. lot
Schedule - Sheets
Sheet
Number Sheet Name
A0 Cover Sheet
A1 Site
A2 Main Level Plan
A3 Lower Level Plan
A4 Elevations
A5 Elevations
A6 Sections
A7 Sections
A8 Sections
A9 Sections
A10 Sections
A11 Main Level Ceiling Plan
A12 Roof Framing
A13 First Floor Framing
A14 Electrical Plans
A15 Interior Elevations
A16 Unnamed
Sheet
Le
e
B
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Le
e
B
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Bu
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B
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39
7
6
7
H
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p
C
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Se
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e
,
C
O
8
0
6
1
0
97
0
4
2
0
8
7
8
8
Date:
Revisions Appearing on Sheet:
Co
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e
a
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d
R
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Re
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Ba
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S
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C
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L
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#
1
4
3
A1
A1
12-18-23,
Site
Plan
12-18-23
1" = 10'-0"1 Site Plan 1'=10'
1/8" = 1'-0"2 1/8" - Roof
Schedule - Area
Level Name Area
Main Level Finished 2190 SF
Lower Level Finished 1888 SF
Grand total: 2 4078 SF
Number Date
1 10-5-23
AB: 5098.05