HomeMy WebLinkAboutLot Certifications - 11/17/20252/14/17 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
11/13/2025 Bucking Horse Filing Five
1829 Jessup Drive B2501839
Fort Collins, CO 80525 8720260002
2 20250010246
Stephanie Thomas
10/10/25
ST
ST
ST
ST
ST
ST
ST
ST
Grading/Stormwater Certification Accepted
(Certificate of Occupancy Released)
Accepted by:
Date:
☐ Escrow was held for CO and is now released
we SW - DEREK LUTZ
11/17/2025
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
Zak George Landscaping
4
Stephanie Thomas
stephanie.thomas@epsgroupinc.com
970-568-5412
EPS Group Inc.
301 N. Howes Street Suite 100
Fort Collins CO 80521
ST
ST
ST
ST
ST
11/13/25
DN
A
A
A
A
A
A
A
A
A
A
A
A
A
A
S
W F
S
S
W
SS
SS
SS
SS
SS
SS
W
F
S
W
S
W
E
E
E
E
E
E
E
E
E E E E E E
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
E/T/C
S
S
S
W
W
W
W
FD
C
R.T.U.
19
21
22
509 SF
GARAGE
1
168 SF
STORAGE
2
131 SF
OFFICE
3
28
29
UP
W
W
W
W
W
X
X
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
XX
X
X
X
X
X
X
X
X
X
W
W
W
S
S
HYD
C
S
HYDS
C
C
E
E
E
E
G
GG
G
G
CT
V
CTV
CT
V
CT
V
W
W
W
SS
SS
SS
SS
E
E
E
E
E
E
E
E
E
E
E
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CT
V
CT
V
CT
V
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
E
CTV
CTV
CTV
W
W
W
W
W
W
W
W
W
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G E
E
E
E
E
E
E
W
W
W
W
W
W
W
W
F
3 CY
3 CY
tras
h
rec
y
c
GRE
A
T
W
E
S
T
E
R
N
R
A
I
L
R
O
A
D
EXISTING BUILDING
EXISTING
BUILDING
EXISTING 4" SANITARY
SERVICE TO BE USED
EXISTING ELECTRIC /
TELEPHONE / CABLE
EXISTING
TRANSFORMER
EXISTING TELECOM
PEDESTAL (TYP.)
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING
BUILDING
EXISTING FIRE
HYDRANT
EXISTING 12"
STORM DRAIN
PROPOSED STAIRS
PROPOSED ACCESS
RAMPS
PROPOSED ACCESS
RAMP
PROPOSED ACCESS
RAMP
PROPOSED ACCESS
RAMPS
EXISTING VERTICAL
CURB AND GUTTER
6' S
I
D
E
W
A
L
K
7' S
I
D
E
W
A
L
K
7' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
6' S
I
D
E
W
A
L
K
EXISTING CURB
CUT
EXISTING CURB
CUT
EXISTING CURB
CUT
EXISTING CURB
CUT
PROPOSED CURB
CUT EXTENSIONEXISTING CURB
CUT AND
RIPRAP
RUNDOWN
EXI
S
T
I
N
G
6
'
S
I
D
E
W
A
L
K
S
T
I
M
B
E
R
L
I
N
E
R
O
A
D
EXISTING
DETENTION POND
3 (BUCKING
HORSE)
EXISTING 18"
STORM DRAIN
24' EMERGENCY
ACCESS EASEMENT
PROPOSED
BUILDING 12
PROPOSED
BUILDING 11
FFE=24.67
FFE=24.66
W
F
S
W
I
G
W
G
E E
E
E
CTV
CTV
CTV
CTV
W
PROPOSED STAIRS
PROPOSED
STAIRS
PROPOSED
STAIRS
EXISTING SOFT
PAN
STORM DRAIN LINE 9
SEE SHEET ST1
24' EMERGENCY
ACCESS
EASEMENT
EXISTING CURB
CUT
PROPOSED
ACCESS RAMP
PROPOSED
ACCESS RAMP
6' S
I
D
E
W
A
L
K
26' EMERGENCY
ACCESS
EASEMENT
26' EMERGENCY
ACCESS EASEMENT
20' EMERGENCY
ACCESS EASEMENT
PROPOSED
RAMP
ST
ST
ST
ST
ST
ST
ST
ST
ST
1
9
.
7
0
C.O.
C.O.
CS
C.O.
C.O.
W
HYD
CS
HYD
IRR
CONTROL
W
CS
IRR
CONTROL
WV
IRR
CONTROL
E
W
D
W
D
C.O.
C.O.
ELEC
SS
SS
W
W
W
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
DS
FFE: 24.68
TF (6" ASSUMED ABOVE
FFE): 25.18
FFE: 24.61
TF (6" ASSUMED ABOVE FFE): 25.11
OG1
OV
E
R
A
L
L
G
R
A
D
I
N
G
P
L
A
N
6
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet03030
30
60 90
Sheet
BU
C
K
I
N
G
H
O
R
S
E
F
I
L
I
N
G
F
I
V
E
-
M
I
N
O
R
A
M
E
N
D
M
E
N
T
of 16
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
N
I
X
|
F
O
R
T
W
O
R
T
H
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
03/05/25
KEYMAP
S
T
I
M
B
E
R
L
I
N
E
R
O
A
D
19
21
22
509 SF
GARAGE1
168 SFSTORAGE2
131 SF
OFFICE3
28
29
UP
BLACKBIRD DRIVE
JE
S
S
U
P
D
R
I
V
E
BLUE
Y
O
N
D
E
R
WAY
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
6.ALL AREAS DEDICATED AS "EMERGENCY ACCESS EASEMENT" SHALL BE CAPABLE
OF SUPPORTING MINIMUM 80,000 LB LOAD.
7.ALL CHANNEL DRAINS SHALL BE NDS PRO SERIES CHANNEL DRAIN SYSTEM OR
APPROVED EQUAL.
8.2' RING BEAM, POST-TENSION OUTDOOR PICKLE BALL COURTS, AND RETAINING
WALL TO BE DESIGNED BY STRUCTURAL ENGINEER AND INSTALLED PER
MANUFACTURER RECOMMENDATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
PROPOSED MINOR AMENDMENT
2
RE
C
O
R
D
D
R
A
W
I
N
G
SJ
T
11
/
1
2
/
2
5
REC
O
R
D
D
R
A
W
I
N
G
I, Stephanie Thomas, certify all Public Water,
Wastewater and Stormwater system improvements
shown herein, including any noted changes or
revisions, are in general conformance with the
design/construction documents, pursuant to this
Record Drawing copy of the final Utility Plans.
RECORD DRAWING STATEMENT:
10/29/25
AA
A AA A
A A
A
W
I
W
G
G
ST
ST
ST
ST
ST
ST
ST
ST ST
ST
ST
ST ST ST ST ST
19.70
CS
HYDCS
HYD
IRR
CON
T
R
O
L
IRR
CON
T
R
O
L
WV
IRR
CON
T
R
O
L
EW
D
W
D
ELE
C
W
W
E
E
E
E
E
E/T/
C
E/T/
C
E/T/
C
E
XXXXXXXXXXXXXXXXXXXXXXX
X X X X X X X X X X X X X
X
X
24.
5
6
24.
3
4
24.5424.26
23.82
24.08
23.72
24.0
2
24.10
21.25
23
.
9
8
21.4
5
24.00
23
.
3
0
24.2
6
24.00
23.75
23.29
22.10
(2
1
.
2
9
)
(21.02)
(20
.
2
5
)
(20.60)
(19.8
5
)
20.72
20.
7
9
24.3
5
24
.
3
4
1.
0
%
1.
0
%
1.
0
%
6'
S
I
D
E
W
A
L
K
6'
S
I
D
E
W
A
L
K
24.67
FFE=24.66
FFE=24.67
21
.
2
6
3.
8
%
0.1%20.80
20.65 20.68
20.71
19.80 (19.73)
24
.
2
2
24.
2
3
0.
4
%
1.
8
%
20.42
20.
3
8
20.40
20.47
20.60
20.58
20
.
5
7
20.5
9
(0
.
9
%
)
1.7
%
1.7
%
(23.57)(23.42)
23.08
23.0
4
23.78 23.74
24.1
5
(23.55)
24
.
3
2
24
.
3
7
0.5%0.8%23.16
23.
1
6
24.75(24.12)6' SIDEWALK
7' SIDEWALK 1.
5
%
1.
9
%
2.
0
%
1.
5
%0.8%2.
0
%
4.9%
1.
0
%
1.
0
%
8.3%
5.1%
2.0%
2.7%
6' SIDEWALK
6'
8'12'
EXISTING CURB CUT
AND RUNDOWNS
EXISTING BUILDING
(23
.
2
1
)
7.1%
11.8%
2.0%
(22
.
0
9
)
(20.34)
0.1%0.3%
2.
2
%
(0.5%)(0.5%)
(24.49)
(24.0
2
)
(23
.
9
8
)
(23
.
9
4
)
24.5
6
24.5224.06
23.90
1.
5
%7.0%
6.
0
%
2.
0
%
6' SIDEWALK
2.2
%
1.6%
2.
1
%
1.0
%
2.
3
%
2.
0
%
EXISTING
BUILDING
2.0
%
JESSUP DRIVE
EXISTING CURB CUT
AND RUNDOWN
PROPOSED
ACCESS RAMP
(TYP.)
(1.0%)
(4
.
0
:
1
)
22
.
9
6
LP
(1
.
1
%
)
(1
.
1
%
)
PROPOSED
STORM DRAIN
EXISTING FENCES
6'
6'
24.1
4
24.
3
3
24.33
2.
0
%
1.
9
%
1.
9
%
1.
0
%
3.
2
%
23.97 23
.
8
4
23.7
6
24.
0
0
21.6523.81
5:
1
22
.
9
%
(2.1%)
(2.8
%
)
(1
.
4
%
)
(3
.
4
%
)
(1
.
6
%
)
5.
9
%
24.00
24
.
2
6
21
.
3
6
22.3
0
5 - 5.5" STEPS
22
.
3
1
24.5
6
22.4
222.38
2.0%
24.0
0
23.1
6
23.1
6
24.0
0
24.0
0
24.00
24.0
0
EXPOSE
FOUNDATION
23.9
7
24.1
1
24.2
9
GROUT PIPE END
INTO EXISTING
RETAINING WALL
2.
0
%
(1
.
6
%
)
(11.60)
9.
1
%
7.
1
%
9.
4
%
5.3%
11
.
1
%
4 - 6.5" STEPS
STORM DRAIN LINE 9
SEE SHEET ST1
23.22
23.8
4
23.84
23.96
EXTEND STEM WALL TO A MIN.
OF 8" ABOVE ADJACENT FINISH
GRADE (TYP. ALL LANDSCAPE
AREAS ON THIS SIDE OF BLDG)
24.04
23.
5
5
24.
2
8
24.0
4
24.1
7
24
.
5
7
24.67
24.4
7
23.34
23.4
6
23.
6
8
23.
8
0
23.
6
7
23.
6
1
23.49
21.25
20.54
23.22
23.6
7
19.92
(21
.
1
9
)
24.56
24.66
24.6
6
22.3
8
24.00
24.00
24.00
24.66
24.66
24.
5
6
24.56
24.5
6
24.66
24.5
6
24.2
4
24.13
23.91
24.2
6
23.99
24.66
24.56
24.5
6
24.1
0
23.8
4
23.5
7
23.80
21.3
1
23.8
5
23.71
24.10
23.49
23.4
9 23.7
7
24.5
1
24.0
4
24.29
24.10
23.34
23.7
6
(20.44)
21.05 21.4
8
(20.26)
21.5
7
7.8%2.9%
7.9%
24' EMERGENCY
ACCESS EASEMENT
7.6%
24.19
BUILDING 11
23.4
6
23.
5
0
6.
6
%
6 - 5" STEPS
24' EMERGENCY
ACCESS
EASEMENT
PROPOSED
ACCESS RAMP
6 - 5" STEPS
PROPOSED 24' X 16'
SCOURSTOP
20.47
20.64
20.64
20.52
20.56
(19
.
9
8
)
(19.75)
21.87
(20
.
0
2
)
(19
.
9
3
)
(19
.
9
5
)
2.
0
%
2.
0
%
1.
8
%
2.
0
%
(19.9
9
)
(20.1
5
)
(19
.
9
9
)
23.
6
5
23.60
2.
7
%
1.7
%
2.
0
%
1.1%
2.
3
%
0.
7
%
0.
6
%
1.
4
%
1.
3
%
(1
.
3
%
)
(2
.
2
%
)
23.66
23.8
6
22
.
2
6
7' SIDEWALK
2.
9
%
21.9
8
4.5
%
4.
2
%
23.78
24.0
7
1.
5
%
1.
5
%
9.
7
%
23.17
21
.
2
0
21.
2
4
21.
2
9
24.1
7
24.1
7
24.
6
7
24.
6
7
24.
6
6
21
.
3
3
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
OPTIONAL 5" CHANNEL
DRAIN (SEE NOTE 7)
23
.
6
3
24.00
23.83
23.9423.9
0
9.
7
%
7.
6
%
9.
6
%
2.2
%
2.3%
7.
4
%
19.92
49
2
4
.
0
8
AB
492
3
.
9
7
AB 492
3
.
8
4
AB
49
2
4
.
0
9
AB
49
2
4
.
2
3
AB49
2
4
.
2
4
AB
49
2
4
.
1
1
AB
49
2
4
.
0
6
AB
492
3
.
8
1
AB
4923.97
AB
49
2
4
.
0
7
AB
492
3
.
9
1
AB
49
2
3
.
9
3
AB
49
2
3
.
7
7
AB
49
2
4
.
0
4
AB
49
2
4
.
0
4
AB
492
4
.
5
1
AB
492
4
.
5
5
AB492
4
.
4
7
AB
49
2
4
.
4
8
AB49
2
4
.
4
7
AB
49
2
4
.
3
4
AB
4924
.
2
6
AB
492
4
.
4
0
AB
492
4
.
7
5
AB
492
4
.
3
7
AB
492
4
.
2
3
AB 492
4
.
4
0
AB
492
4
.
4
4
AB
492
4
.
2
8
AB
492
0
.
8
3
AB
492
0
.
6
4
AB49
2
0
.
5
9
AB
49
2
0
.
5
6
AB4920
.
6
0
AB
492
0
.
7
5
AB 492
0
.
7
7
AB
49
1
9
.
5
4
AB
49
1
9
.
4
5
AB
49
1
9
.
2
3
AB
491
9
.
2
8
AB4919.2
0
AB 491
9
.
2
6
AB
491
9
.
6
0
AB
491
9
.
7
2
AB
4921.24
AB
4923
.
7
0
AB
49
2
1
.
2
5
AB
49
2
0
.
9
0
AB
4922.18
AB
492
3
.
7
9
AB 492
3
.
3
6
AB
4923.72
AB
49
2
4
.
2
1
AB
49
2
4
.
3
2
AB
4924.52AB
4924.46AB
492
4
.
3
6
AB492
4
.
2
8
AB
49
2
4
.
0
2
AB
49
2
3
.
9
9
AB
492
4
.
0
5
AB4924
.
1
0
AB
492
3
.
7
1
AB
49
2
3
.
8
7
AB
4923.84
AB
492
3
.
6
8
AB
4923
.
5
0
AB 4923.48AB
49
2
3
.
0
6
AB
49
2
3
.
0
8
AB492
3
.
2
0
AB
4923.3
6
AB
49
2
3
.
4
3
AB49
2
3
.
7
1
AB49
2
3
.
8
3
AB
49
2
3
.
8
6
AB
492
4
.
3
3
AB
49
2
4
.
5
7
AB
4924
.
6
0
AB
492
4
.
3
4
AB
492
4
.
5
9
AB
49
2
4
.
2
1
AB
492
4
.
5
7
AB
492
3
.
8
0
AB49
2
3
.
7
9
AB
4921
.
3
5
AB
492
2
.
5
9
AB
492
4
.
1
0
AB
492
4
.
2
7
AB
4924.48
AB
4923.62
AB
4923
.
9
4
AB49
2
3
.
7
8
AB
49
2
3
.
1
3
AB
49
2
3
.
7
3
AB49
2
3
.
6
8
AB49
2
4
.
1
8
AB
492
4
.
3
8
AB49
2
4
.
3
8
AB
49
2
4
.
1
9
AB
492
3
.
3
9
AB
49
2
3
.
9
7
AB
492
3
.
1
8
AB
49
2
2
.
6
3
AB
492
3
.
8
8
AB
49
2
3
.
9
9
AB
492
3
.
4
5
AB
4923
.
3
7
AB
49
2
3
.
2
4
AB49
2
2
.
9
9
AB
49
2
2
.
9
1
AB
49
2
4
.
1
6
AB
492
4
.
2
5
AB
492
3
.
9
5
49
2
3
.
2
2
AB
49
2
3
.
4
5
AB49
2
3
.
4
8
AB
492
0
.
7
2
AB
492
1
.
3
2
AB
492
1
.
2
5
AB
492
0
.
6
4
AB
492
2
.
5
5
AB
49
2
2
.
2
6
AB
49
2
0
.
6
3
AB 492
0
.
6
3
AB
49
2
1
.
2
5
AB
4920.42
AB 4920.38
AB
492
0
.
6
5
AB
49
2
1
.
2
5
AB
49
1
9
.
3
7
AB 49
1
9
.
4
4
AB
491
9
.
3
9
AB
491
9
.
4
9
AB
49
2
1
.
3
5
AB
492
0
.
7
4
AB
4919.91
AB
49
2
0
.
3
2
AB492
1
.
7
1
AB
4921
.
6
6
AB
49
2
4
.
4
9
AB
4924.55AB
4924.5
7
AB
49
2
4
.
5
5
AB
49
2
2
.
1
4
AB
4921.53
AB
49
2
1
.
3
8
AB 4921
.
9
2
AB
49
2
1
.
0
6
AB
4921.02
AB
49
2
0
.
9
3
AB
49
2
0
.
7
8
AB
49
2
0
.
3
2
AB
492
0
.
2
5
AB
492
1
.
7
2
AB
492
0
.
3
4
AB
49
2
0
.
3
7
AB
492
3
.
9
7
AB
492
3
.
8
0
AB
49
2
4
.
0
0
AB
492
3
.
7
3
AB
492
3
.
7
7
AB
49
2
3
.
7
9
AB
1.2%0.6%1.1%
1.2%
0.4%
0.8%
492
3
.
5
4
AB
4923
.
2
6
AB
4923.21
AB
4923.44
AB
492
3
.
5
8
AB
4916.1
3
AB
49
2
2
.
9
5
AB
492
3
.
3
6
AB
4923
.
0
2
AB
492
2
.
8
5
AB
491
9
.
8
0
AB
0.3%
6.0
%
5.
1
%
4.8%
3.5%1.4%
2.0%
2.0%
3.1%
10.8%17.3%
2.0
%
2.
9
%
PROPOSED 5"
CHANNEL DRAIN
492
4
.
5
2
AB
49
2
3
.
7
7
AB
49
2
3
.
7
8
AB
492
4
.
0
8
AB
49
2
4
.
4
1
AB
492
3
.
8
2
AB
492
3
.
8
5
AB
49
2
4
.
5
4
AB
492
4
.
4
9
AB
492
4
.
1
5
AB
FFE: 24.68
TF (6" ASSUMED ABOVE
FFE): 25.18
FFE: 24.63
TF (6" ASSUMED ABOVE FFE): 25.11
6" PER BUILDING DESIGN
1.4%
11
.
4
%
6.2
%
8.3
%
6.
8
%
3.
7
%
12.4
%
4.5%
492
2
.
6
3
AB
1.3
%
G1
GR
A
D
I
N
G
P
L
A
N
7
CALL 2 BUSINESS DAYS IN ADVANCE BEFORE YOU
DIG, GRADE, OR EXCAVATE FOR THE MARKING OF
UNDERGROUND MEMBER UTILITIES.
CALL UTILITY NOTIFICATION CENTER OF
COLORADO
Know what'sbelow.
before you dig.Call
R
NORTH
( IN FEET )
1 inch = ft.
Feet02020
20
40 60
MA
T
C
H
L
I
N
E
-
S
E
E
S
H
E
E
T
G
2
Sheet
BU
C
K
I
N
G
H
O
R
S
E
F
I
L
I
N
G
F
I
V
E
-
M
I
N
O
R
A
M
E
N
D
M
E
N
T
of 16
FO
R
T
C
O
L
L
I
N
S
|
G
R
E
E
L
E
Y
|
M
E
S
A
|
G
O
O
D
Y
E
A
R
|
T
U
C
S
O
N
|
N
O
R
T
H
P
H
O
E
N
I
X
|
F
O
R
T
W
O
R
T
H
no
r
t
h
e
r
n
e
n
g
i
n
e
e
r
i
n
g
.
c
o
m
97
0
.
2
2
1
.
4
1
5
8
03/05/25
KEYMAP
S
T
I
M
B
E
R
L
I
N
E
R
O
A
D
19
21
22
509 SF
GARAGE1
168 SFSTORAGE2
131 SF
OFFICE3
28
29
UP
BLACKBIRD DRIVE
JE
S
S
U
P
D
R
I
V
E
BLUE
Y
O
N
D
E
R
WAY
PROPOSED CONTOUR
EXISTING STORM SEWER
PROPOSED STORM SEWER
PROPOSED SWALE
EXISTING CONTOUR
PROPOSED CURB & GUTTER
PROPERTY BOUNDARY
PROPOSED SPOT ELEVATION
PROPOSED SLOPES
1.THE SIZE, TYPE AND LOCATION OF ALL KNOWN UNDERGROUND UTILITIES ARE
APPROXIMATE WHEN SHOWN ON THESE DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE EXISTENCE OF ALL
UNDERGROUND UTILITIES IN THE AREA OF THE WORK. BEFORE COMMENCING
NEW CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING
ALL UNDERGROUND UTILITIES AND SHALL BE RESPONSIBLE FOR FOR ALL
UNKNOWN UNDERGROUND UTILITIES.
2.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
3.ALL PROJECT DATA IS ON VERTICAL DATUM; NAVD88. SEE COVER SHEET FOR
BENCHMARK REFERENCES.
4.ALL CURB SPOTS SHOWN ARE FLOWLINE ELEVATIONS. ALL OTHER SPOTS ARE
FINISHED GRADE ELEVATIONS.
5.LOT GRADING IS DESIGNED FOR TYPICAL RECTANGULAR FOOTPRINT WITH
DIMENSIONS AS SHOWN HEREON. SHOULD BUILDING FOOTPRINT CHANGE,
GRADING SHALL BE ADJUSTED BY PLOT PLAN FOR THE SPECIFIC FOOTPRINT. ALL
MINIMUM OPENINGS SHALL BE A MINIMUM OF 18" ABOVE FRONT LOT ELEVATIONS
AND PLOT PLAN DESIGN SHALL MEET FHA GRADING GUIDELINES AND BUILDING
CODE REQUIREMENTS.
6.ALL AREAS DEDICATED AS "EMERGENCY ACCESS EASEMENT" SHALL BE CAPABLE
OF SUPPORTING MINIMUM 80,000 LB LOAD.
7.ALL CHANNEL DRAINS SHALL BE NDS PRO SERIES CHANNEL DRAIN SYSTEM OR
APPROVED EQUAL.
8.2' RING BEAM, POST-TENSION OUTDOOR PICKLE BALL COURTS, AND RETAINING
WALL TO BE DESIGNED BY STRUCTURAL ENGINEER AND INSTALLED PER
MANUFACTURER RECOMMENDATIONS.
NOTES:
PROPOSED STORM INLET
2.0%
(47.45
)
EXISTING SPOT ELEVATION
EXISTING LOT LINE
PROPOSED CONCRETE
CROSS PAN (TYP.)
33.43
EXISTING RIGHT OF WAY
PROPOSED LOT LINE
PROPOSED RIGHT OF WAY
ALOT TYPE
LEGEND:
PROPOSED GRADE BREAK
PROPOSED MINOR AMENDMENT
2
RE
C
O
R
D
D
R
A
W
I
N
G
SJ
T
11
/
1
2
/
2
5
REC
O
R
D
D
R
A
W
I
N
G
I, Stephanie Thomas, certify all Public Water,
Wastewater and Stormwater system improvements
shown herein, including any noted changes or
revisions, are in general conformance with the
design/construction documents, pursuant to this
Record Drawing copy of the final Utility Plans.
RECORD DRAWING STATEMENT:
10/29/25