HomeMy WebLinkAboutLot Certifications - 07/09/2021 (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
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UP
UP DN
DN
DN
5'-10 1/8"
5 1/2"14'-8 3/4"3 5/8"7'-6 5/8"5 1/2"7'-7"3 1/2"
3
1
/
2
"
10
'
-
3
1
/
2
"
3
5
/
8
"
10
'
-
5
3
/
4
"
3
5
/
8
"
12
'
-
2
3
/
4
"
3
5
/
8
"
2'-0
"
21'-
9
3
/
8
"
135.00
°
45
.
0
0
°
45
.
0
0
°
135.00
°
78'-
1
1
/
2
"
6'-0"2'-7 3/4"9'-6"4'-11"6'-0"2'-11"
2'-7 3/4"
6'-0"
3'
-
7
7
/
8
"
3
5
/
8
"
3
1
/
2
"
18
'
-
5
1
/
8
"
3
5
/
8
"
10
'
-
8
"
3
5
/
8
"
10
'
-
6
5
/
8
"
3
1
/
2
"
6'
-
0
"
5'
-
8
"
6'
-
0
"
4'
-
0
"
6'
-
0
"
4'
-
0
"
6'
-
0
"
4'
-
0
"
6'
-
0
"
3'
-
6
"
6'
-
0
"
2'
-
0
"
6'
-
0
"
2'
-
0
"
6'
-
0
"
6'-0"5'-8 1/4"6'-0"17'-7 3/4"2'-8"18'-11 11/16"
R.O.5"
7'-5 1/2"9'-0"3 1/2"
3
5
/
8
"
9'
-
5
1
/
2
"
3
5
/
8
"
8'
-
7
"
5
1
/
2
"
7'
-
1
0
3
/
8
"
7'
-
0
5
/
8
"
6'-7
1
/
8
"
3 5/
8
"
16'-
0
"
3 1/
2
"
14'-
5
3
/
8
"
6"
10'-
6
"
3 1/
2
"
2'-7
1
/
2
"
3 1/
2
"
5 1/2"5'-10 1/8"3 5/8"9'-7 1/2"5 1/2"4'-9 3/4"
3 5/8"
5 1/2"5 1/2"5 1/2"
23'-4"11'-4"
6'
-
0
"
7'
-
4
1
/
2
"
6'
-
0
"
3'
-
9
"
6'
-
0
"
8'-0"5'-6"8'-0"
6'-0
"
3'-9
"
6'-0
"
3'-9
"
6'-0
"
3'-9
"
6'-0
"
3'-9
"
3'-6
"
1'-4
1
/
2
"
1'-9
"
3'-4
"
5 1/
2
"
5 1/2"
5'-2
"
11'-
2
"
5'-2
"
2'-0
"
5'-2
"
30'-
2
1
/
8
"
3'-4
"
8'
-
1
"
7"
11'-0"3'-4"
18'-8"
5 1/
2
"
3 1/
2
"
9'-2
1
/
2
"
5 1/
2
"
11'-
7
3
/
4
"
3 5/
8
"
9'-1
1
1
/
2
"
3 5/
8
"
10'-
1
0
3
/
8
"
3 5/
8
"
6'-9
"
3 1/
2
"
4"
R.O
.
3
1
/
2
"
7'
-
6
"
6"
7'
-
5
3
/
8
"
3
5
/
8
"
14
'
-
2
"
3
5
/
8
"
2'
-
5
"
3
5
/
8
"
4"R.O.R.O.7 5/8"
3
1
/
2
"
5'
-
6
3
/
8
"
R.
O
.
3
1
/
2
"
4
1
/
2
"
R.
O
.
4"
R.
O
.
6"
4'
-
5
1
/
4
"
5'
-
9
3
/
8
"
6"
R.
O
.
3
3
/
8
"
1'-4"
4
1
/
2
"
R.
O
.
26
'
-
9
1
/
2
"
R.O
.
4"
6'-6"
7'-1
0
"
4"R.O.
6'
-
1
"
16'-1 1/8"
3'
-
5
"
7'-1 3/4
"
1'-8 3/8"
4'-0
"
5'-4
"
3 5/
8
"
6'
-
0
"
2'
-
1
"
38
'
-
1
"
25
'
-
1
0
"
8'
-
0
"
1'
-
0
"
R.O.8 3/8"
R.O.
4 5/8"3 1/2"
R.O.R.O.4"
5
1
/
2
"
17
'
-
0
1
/
2
"
3
1
/
2
"
9'
-
5
1
/
2
"
3
5
/
8
"
1'-8 5/8"
8'
-
2
"
11'-4"
6'-0"11 7/8"
6'-0"11 7/8"
3'
-
5
"
3'
-
5
"
10'-11 3/4"5 1/2"10'-11 3/4"
R.
O
.
4"
7'
-
1
0
3
/
8
"
7'-6"
9'
-
9
"
3
5
/
8
"
4"R.O.
4"
3 1/2"
6"
51
'
-
9
1
/
4
"
8'
-
9
1
/
4
"
3
5
/
8
"
6'-6"3 5/8"
R.
O
.
4"
35'-1 1/8"3 5/8"18'-6"6'-4"
1'-0"
3 5/8"
11'-3 3/4"
3 5/
8
"
9'-7
3
/
8
"
3'
-
4
"
4"
7"
3'-4
"1'-1
"
3'-6
"
4"
3'
-
4
"
16'-2 3/4"
2'-0"
2'
-
0
"
van
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B
19.0%
0.5%
2.
7
%
0.0%
2.
0
%
2.
0
%
2.
4
%
2.
0
%
9.5%
10.7%
1.9%
24.
0
%
24.
8
%
25.0%
4.0%
13.8%
1.6%
24
.
1
%
10.
0
%
10.
0
%
24.
2
%
PROPOSED BUILDING
FF = 4964.00
(FF = 100.00 ARCH./STRUC.)
RECORD DRAWING
FF = 4964.01
1" = 10'
1" = 10'
20100
scale feet
0060.0002.00_GRADING-RD
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LEGEND
NOTES
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DATE:
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SHEET:
SCALE:
JOB NO:
CHECKED:
DESIGNED:
FILE NAME:
CALL THE UTILITY NOTIFICATION CENTER OF COLORADO
3 DAYS BEFORE YOU DIG
811 OR 1-800-922-1987
www.UNCC.org
DECEMBER 17, 2019
0060.0002.00
CEM
27
HAH/EJJ/CEM
0" 1" BAR IS ONE INCH ON ORIGINAL DRAWING
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RECORD DRAWING
1
AD
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F
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01
/
0
4
/
2
1
1
THESE RECORD DRAWINGS, PRODUCED BY COLORADO CIVIL GROUP,
INC., ARE BASED IN PART UPON FIELD INFORMATION GATHERED BY
OTHERS. COLORADO CIVIL GROUP, INC. ASSUMES NO LIABILITY FOR
THE ACCURACY OF THIS FIELD INFORMATION. 01/04/21
RECORD DRAWINGS
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EAST ELIZABETH STREET
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9
A
HIGHLANDER
HEIGHTS 5TH
ZONING: LMN
LOW
DENSITY
MIXED USE
NEIGHBORHOOD
van
UP
UP DN
3 1/2"
2'-0
"
21'-
9
3
/
8
"
135.00
°
45
.
0
0
°
45
.
0
0
°
135.00
°
78'-
1
1
/
2
"
R.O.5"
7'-5 1/2"9'-0"3 1/2"
3
5
/
8
"
9'
-
5
1
/
2
"
3
5
/
8
"
8'
-
7
"
5
1
/
2
"
7'
-
1
0
3
/
8
"
7'
-
0
5
/
8
"
6'-7
1
/
8
"
3 5/
8
"
16'-
0
"
3 1/
2
"
14'-
5
3
/
8
"
6"
10'-
6
"
3 1/
2
"
2'-7
1
/
2
"
3 1/
2
"
5'-6"8'-0"
6'-0
"
3'-9
"
6'-0
"
3'-9
"
6'-0
"
3'-9
"
6'-0
"
3'-9
"
3'-6
"
1'-4
1
/
2
"
1'-9
"
3'-4
"
5 1/
2
"
5 1/2"
5'-2
"
11'-
2
"
5'-2
"
2'-0
"
5'-2
"
30'-
2
1
/
8
"
3'-4
"
7"
8'
-
1
"
7"
11'-0"3'-4"
18'-8"
7"
5 1/
2
"
3 1/
2
"
9'-2
1
/
2
"
5 1/
2
"
11'-
7
3
/
4
"
3 5/
8
"
9'-1
1
1
/
2
"
3 5/
8
"
10'-
1
0
3
/
8
"
3 5/
8
"
6'-9
"
3 1/
2
"
4"
R.O
.
R.O
.
4"
6'-6"
7'-1
0
"
4'-0
"
5'-4
"
3 5/
8
"
3 1/2"
8'
-
9
1
/
4
"
3
5
/
8
"
6'-6"3 5/8"
6'-4"
1'-0"
3 5/8"
11'-3 3/4"
3 5/
8
"
9'-7
3
/
8
"
3'
-
4
"
4"
7"
3'-4
"1'-1
"
3'-6
"
4"
3'
-
4
"
2'-0"
2'
-
0
"
van
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2.
0
%
1.9%
3.
1
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0.5%
0.5%
23.
5
%
24.
0
%
24.
8
%
21.
6
%
1.6%
21.
1
%
10.
0
%
10.
0
%
24.
2
%
PROPOSED BUILDING
FF = 4964.00
(FF = 100.00 ARCH./STRUC.)
RECORD DRAWING
FF = 4964.01
1" = 10'
1" = 10'
20100
scale feet
0060.0002.00_GRADING-RD
GR
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LEGEND
NOTES
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OF
DATE:
22
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SHEET:
SCALE:
JOB NO:
CHECKED:
DESIGNED:
FILE NAME:
CALL THE UTILITY NOTIFICATION CENTER OF COLORADO
3 DAYS BEFORE YOU DIG
811 OR 1-800-922-1987
www.UNCC.org
DECEMBER 17, 2019
0060.0002.00
CEM
27
HAH/EJJ/CEM
0" 1" BAR IS ONE INCH ON ORIGINAL DRAWING
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RECORD DRAWING
1
THESE RECORD DRAWINGS, PRODUCED BY COLORADO CIVIL GROUP,
INC., ARE BASED IN PART UPON FIELD INFORMATION GATHERED BY
OTHERS. COLORADO CIVIL GROUP, INC. ASSUMES NO LIABILITY FOR
THE ACCURACY OF THIS FIELD INFORMATION. 01/04/21
RECORD DRAWINGS
AD
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