HomeMy WebLinkAboutLot Certifications - 12/17/2021 (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
9603226001, 9603226002, 9603226003 &
9603226004
B1907578, B1907585, B1907589 & B1907593
Request was submitted for access to overlot grading plan, however the fourplex is surrounded by developed lots so the grading has to be compliant
with the proposed conditions as existing developed conditions surround the site..
n/a
12/16/21 Harmony Ridge PUD 4th Replat
4708 Dusty Sage Drive
Fort Collins, CO 80526
1-4 20200038810
Amara L. Hildebrand
12/12/21
Stephen Agenbroad
12/17/2021
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
A person under my responsible charge visited the site, collected as-built information and documented findings with pictures.
Amara L. Hildebrand
ahildebrand@eugenelynne.com
720-771-8149
Eugene Lynne, LLC
PO Box 27691
Lakewood, CO 80227
12/17/21
Showcase Landscape and Irrigation 214 Sand Grouse Dr Loveland, CO 80537 970-566-2027 phone 303-845-5182 is the landscaper.
EXISTING CONCRETE
WALK
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R=64.00'
L=17.50' Δ=015.4013
Chord Bearing=N55°40'20"W
Chord Length=17.45'
N33°28'33"W 122.45'
N5
6
°
3
1
'
2
7
"
E
9
3
.
0
0
'
S33°28'33"E 151.00'
S5
6
°
3
1
'
2
7
"
W
7
5
.
9
1
'
N73°44'31"W 16.24'
1.0
'
5.5'
9.
5
'
15.0'
1.
0
'
2.
0
'
5.
0
'
17.5'
27.0'
14
.
5
'
7.
5
'
-8.9%
5.2'
-3.8%
11.8'
-1
9
.
5
%
18
.
9
'
-------------------------------------------------
-10.1%
15.1'
-4.9%
18.6'
-6.
9
%21.
5
'
TWO STORY WOOD
RESIDENCE
FF=5136.1'TOF=5134.9'
HUNG JOIST FF=5135.1'
FIRST FLOOR 1705 SqFt
9' FULL BASEMENT
1705 SqFt - TOS=5125.9'
ATTACHED GARAGE
TOF=5134.9'
TOS=5133.6'
2 RISERS W/ HJ-FF
578 SqFt
TWO STORY WOOD
RESIDENCE
FF=5133.6'TOF=5132.4'
HUNG JOIST FF=5132.6'
FIRST FLOOR 1533 SqFt
9' FULL BASEMENT
1533 SqFt - TOS=5123.4'
-1
1
.
8
%
10
.
6
'
-1
4
.
6
%
19
.
6
'
-5
.
8
%
16
.
5
'
-1
9
.
1
%
19
.
8
'
-1
4
.
8
%
22
.
4
'
TWO STORY WOOD
RESIDENCE
FF=5131.1'TOF=5129.9'
HUNG JOIST FF=5130.1'
FIRST FLOOR 1650 SqFt
9' FULL BASEMENT
1650 SqFt - TOS-5129.0'
-2
1
.
4
%
7.5
'
-20.6%
14.2'
ATTACHED GARAGE
TOF=5129.9'
TOS=5128.7'
2-3 RISERS W/ HJ-FF
554 SqFt
-20.0%
12.9'
-1
1
.
1
%
21.
5
'
-1
7
.
6
%
18
.
1
'
-3
.
1
%
8.
2
'
-7.0%
5.7'
TWO STORY WOOD
RESIDENCE
FF=5133.6'TOF=5132.4'
HUNG JOIST FF=5132.6'
FIRST FLOOR 1532 SqFt
9' FULL BASEMENT
1532 SqFt - TOS=5123.4'
-10.2%
25.4'
ATTACHED GARAGE
TOF=5132.4'
TOS=5129.2'
5-6 RISERS W/ HJ-FF
553 SqFt
ATTACHED GARAGE
TOF=5132.4'
TOS=5130.1'
4 RISERS W/ HJ-FF
554 SqFt
-3
.
6
%
9.5
'-1
7
.
4
%
7.5
'
-6
.
1
%
9.5
'
-3.4%
19.1'
-3.3%
24.8'-3.8%
20.3'
-3.6%
20.1'
-4.3%
15.3'
-3.9%
10.6'
-7.1%
10.0'
-6.2%
10.2'
0.0%
5.3'
----------------------------
-3.9%
15.7'
-------------------------------------------------
-3.9%
29.1'
----------------------------
-3.9%
15.7'-------
-5.3%
7.5'
-20.0%
3.1'
-15.2%
5.2'
-2
7
.
5
%
7.6
'
-1
8
.
0
%
7.6
'
-3.9%
18.5'
-3
.
2
%
17
.
1
'
-------
-3.9%
5.0'
---------------------
-3.9%
12.1'
--
-
-
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--
-
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--
-
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-2
.
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12
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0
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16
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--
-
-
-
-
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--
-
-
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-
-
-2
.
0
%
12
.
9
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-9
.
3
%
7.5
'
----------------------------
-4.9%
15.5'
-2
4
.
4
%
7.5
'
-1
0
.
4
%
7.5
'
---------------------
-3.9%
13.6'
---------------------
-3.9%
13.6'
0.0%
11.3'
-12.5%
11.9'
-1
8
.
1
%
22
.
8
'
-1
1
.
7
%
20
.
8
'
-1
4
.
4
%
20
.
8
'
-1
2
.
3
%
20
.
8
'
-1
4
.
9
%
20
.
5
'
-1
2
.
8
%
17
.
0
'
-13.0%
10.0'
-8.0%
20.0'
-7
.
0
%
29
.
1
'
CONCRETE PORCH
5131.4'
CONCRETE PORCH
5134.6'
CONCRETE PORCH
5129.5'
-5.1%
17.9'
-10.1%
12.3'
-5
.
0
%
21
.
9
'
-5
.
0
%
21
.
9
'
-5
.
8
%
19
.
9
'
-6
.
6
%
19
.
9
'
CONCRETE PATIO
5129.0'
CONCRETE PATIO
5131.5'
CONCRETE PATIO
5131.5'
CONCRETE PATIO
5134.0'
-18.2%
5.1'
-8.6%
28.3'
-----------------------------9.5%
18.6'
23
.
7
2
'
SW
A
L
E
25
.
4
8
'
SW
A
L
E
27.00'
SWALE
27
.
3
9
'
SW
A
L
E
28
.
3
0
'
SW
A
L
E
29
.
0
6
'
SW
A
L
E
29
.
6
7
'
SW
A
L
E
30
.
1
9
'
SW
A
L
E
30
.
7
2
'
SW
A
L
E
31
.
3
2
'
SW
A
L
E
31
.
9
2
'
SW
A
L
E
32
.
6
4
'
SW
A
L
E
32
.
8
3
'
SW
A
L
E
33.30'
SWALE
33
.
0
7
'
SW
A
L
E
33.38'
SWALE
33
.
6
2
'
SW
A
L
E
33
.
9
4
'
SW
A
L
E
34.20'
SWALE H.P.
(3
3
.
9
5
'
)
CO
N
C
(33.60')
CONC
(32.12')
CONC
(2
8
.
8
7
'
)
CO
N
C
(2
8
.
6
7
'
)
CO
N
C
(2
8
.
1
2
'
)
CO
N
C
(2
7
.
6
7
'
)
CO
N
C
(2
7
.
1
1
'
)
CO
N
C
(2
6
.
9
4
'
)
CO
N
C
(2
6
.
7
9
'
)
CO
N
C
(2
6
.
6
4
'
)
CO
N
C
(2
6
.
1
4
'
)
CO
N
C
(2
5
.
7
7
'
)
CO
N
C
(2
5
.
3
2
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)
CO
N
C
(2
5
.
2
3
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)
CO
N
C
(2
5
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0
5
'
)
CO
N
C
(2
4
.
7
2
'
)
CO
N
C
(2
4
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5
1
'
)
CO
N
C
(2
4
.
2
4
'
)
CO
N
C
(2
3
.
8
5
'
)
CO
N
C
(31.74')
CONC
-3.0%
18.5'
-3.0%
14.5'
-3.0%
15.1'
-3.1%
18.0'
-2.9%
16.3'
-2.7%
18.0'
-2.7%
13.9'
-2.4%
19.0'
-1.6%
17.4'
-1.6
%
21.4
'
-1.
2
%
17.
6
'
-1.
0
%
25.
9
'
-1
.
3
%
29
.
8
'
-1
.
0
%
13
.
1
'
(2
9
.
1
0
'
)
CO
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CO
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29
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CO
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CO
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5
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CO
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CO
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CO
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CO
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CO
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33
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CO
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33
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6
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CO
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7
9
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CO
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30
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1
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CO
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30
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1
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CO
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28.10'
CONC
28.10'
CONC
29
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CO
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29
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CO
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CO
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CO
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CO
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CO
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CO
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46' PUBLIC RIGHT-OF-WAY DEDICATED
WITH THE PLAT OF HARMONY RIDGE P.U.D.
(RECEPTION NO. 99022490)
LOT 1
DUSTY SAGE DRIVE
(46' ROW)
ASPHALT PAVED
LOTS 1 - 4, HARMONY RIDGE
P.U.D. FOURTH REPLAT
4708 DUSTY SAGE DR
13,850 SqFt
LOT 2 LOT 3 LOT 4
TRACT 6, HARMONY
RIDGE P.U.D.
RID
G
E
P
.
U
.
D
.
LO
T
1
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TRACT 6, HARMONY
RIDGE P.U.D.
S5
6
°
3
1
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2
7
"
W
9
3
.
0
0
'
S5
6
°
3
1
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2
7
"
W
9
3
.
0
0
'
S5
6
°
3
1
'
2
7
"
W
9
3
.
0
0
'
EXISTING CONCRETE WALK
12
.
0
0
'
2.00'
16
.
0
9
'
5.00'
12
.
9
1
'
10.51'
10
.
0
0
'
5.50'
24
.
0
0
'
24.00'
1.
0
0
'
24.17'
22
.
9
9
'
5.50'
10
.
0
0
'
21.16'
10
.
0
0
'
5.49'
22
.
9
9
'
24.00'3.
0
0
'
24.17'
23
.
0
0
'
5.50'
7.
0
0
'
10.50'
12
.
9
1
'
5.00'
16
.
0
9
'
2.00'
12
.
0
0
'
2.00'
2.
5
0
'
18.51'
5.
0
0
'
31.16'
5.
0
0
'
13.25'13.92'
5.
0
0
'
31.16'
5.
0
0
'
18.50'
2.
5
0
'
2.00'
7.
0
0
'
19.17'
2.
0
0
'
2.
0
0
'
28.51'
2.
0
0
'
2.
0
0
'
19.16'
7.
0
0
'
4.50'
11
.
8
7
'
9.50'
9.49'
8.
8
7
'
4.50'
7.
0
0
'
7.
0
0
'
10.17'
47
0
8
D
U
S
T
Y
S
A
G
E
D
R
I
V
E
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
6
HA
R
M
O
N
Y
R
I
D
G
E
P
.
U
.
D
.
PL
O
T
P
L
A
N
-
F
O
U
R
P
L
E
X
Feet
1" = 10'
201005
BUILDER TO FOLLOW CITY OF FORT COLLINS GRADING, EROSION AND SEDIMENT CONTROL REQUIREMENTS AND STORM
WATER MANAGEMENT PLAN REQUIREMENTS; INCLUDING BUT NOT LIMITED TO:
·ALL OFF-SITE DISTURBANCES AND STRUCTURAL BMP'S ASSOCIATED WITH THE CONSTRUCTION OF THE SPECIFIC LOT
MUST BE MAINTAINED IN EFFECTIVE OPERATING CONDITION AT ALL TIMES AND ARE SUBJECT TO INSPECTION AND
ENFORCEMENT UNDER THE BUILDING PERMIT FOR THIS PROPERTY.
·INSTALL SILT FENCE AND SEDIMENT CONTROL APPURTENANCES ALONG CATCH LINES AND/OR AROUND AREAS OF
EARTH WORK DISTURBANCE.
·PERIODIC INSPECTION AND MAINTENANCE OF BMP'S.
·PERIODIC SWEEPING OF STREETS.
·CONSTRUCTION AND EARTH MATERIALS ARE NOT TO BE STORED OR STOCKPILED ON STREETS, SIDEWALKS, OR
STORM WATER APPURTENANCES, SAID MATERIALS SHOULD BE STORED ON THE SITE OR STAGING AREA.
NOTES:
1. PLOT PLAN SHOWS IMPROVEMENTS AT GRADE AND GRADING ONLY. SEE FOUNDATION PLANS FOR STRUCTURAL INFORMATION.
2. PLOT PLAN NOT TO BE USED FOR EXCAVATION PLAN OR FOUNDATION PLAN LAYOUT.
3. PLOT PLAN SUBJECT TO APPROVAL BY ZONING/BUILDING AUTHORITY PRIOR TO FOUNDATION LAYOUT.
4. ANY ADJUSTMENTS WHICH MUST BE MADE TO UTILITY POLES, STREET LIGHT STANDARDS, FIRE HYDRANTS, CATCH BASINS OR
INLETS, TRAFFIC SIGNS AND SIGNALS, OR OTHER PUBLIC IMPROVEMENTS OR INSTALLATIONS WHICH ARE NECESSARY AS THE
RESULT OF THE CURB OPENINGS OR DRIVEWAYS SHALL BE ACCOMPLISHED WITHOUT ANY COST TO THE CITY. DRIVEWAYS
SHALL NOT INTERFERE WITH OPERATIONS OR LOCATIONS OF ANY DRAINAGE APPURTENANCES OR HANDICAP RAMPS.
5. LOCATE UNDERGROUND UTILITIES PRIOR TO ANY EARTH WORK.
6. EASEMENTS DISPLAYED ON THIS PLOT PLAN ARE FROM THE RECORDED PLAT AND MAY NOT INCLUDE ALL EASEMENTS.
7. LOT CORNER ELEVATION(S) CHECKED: 9/29/2020 .1 of 1
R=64.00'
L=17.50' Δ=015°40'13"
Chord Bearing=N55°40'20"W
Chord Length=17.45'
1.25in LS 34174
MNPC
5132.89'
1.25in LS 34174
MNPC
5133.36'
1.25in LS 34174
MNPC
5126.86'
1.25in LS 34174
MNPC
5127.50'
EXISTING
CONC WALK
SS
SS
N33°28'33"W 122.45'
N5
6
°
3
1
'
2
7
"
E
9
3
.
0
0
'
S5
6
°
3
1
'
2
7
"
W
7
5
.
9
1
'
N73
°
4
4
'
3
1
"
W
1
6
.
2
4
'
1.0
'
5.5'
9.
5
'
15.0'
1.
0
'
2.
0
'
5.
0
'
17.5'
27.0'
14
.
5
'
7.
5
'
-10.1%
4.7'-6.8%
4.8'
-1
9
.
7
%
19
.
7
'
TWO STORY WOOD
RESIDENCE
FF=5136.1'TOF=5134.9'
FIRST FLOOR 1705 SqFt
9' FULL BASEMENT
1705 SqFt - TOS=5125.9'
ATTACHED GARAGE
TOF=5134.9'
TOS=5133.5'
578 SqFt
TWO STORY WOOD
RESIDENCE
FF=5133.5'TOF=5132.4'
FIRST FLOOR 1533 SqFt
9' FULL BASEMENT
1533 SqFt - TOS=5123.4'
-1
6
.
9
%
-7
.
1
%
-1
8
.
0
%
19
.
3
'
-1
3
.
1
%
22
.
4
'
TWO STORY WOOD
RESIDENCE
FF=5131.0'TOF=5129.9'
FIRST FLOOR 1650 SqFt
9' FULL BASEMENT
1650 SqFt - TOS-5129.0'
-1
7
.
7
%
7.4
'
-13.3%
18.3'
ATTACHED GARAGE
TOF=5129.9'
TOS=5129.2'
554 SqFt
-10.9%
19.3'
-1
6
.
6
%
18
.
1
'
TWO STORY WOOD
RESIDENCE
FF=5133.5'TOF=5132.4'
FIRST FLOOR 1532 SqFt
9' FULL BASEMENT
1532 SqFt - TOS=5123.4'
-11.7%
10.6'
ATTACHED GARAGE
TOF=5132.4'
TOS=5129.3'
553 SqFt
ATTACHED GARAGE
TOF=5132.4'
TOS=5130.2'
554 SqFt
-2
.
8
%
9.8
'
-1
4
.
3
%
8.4
'
-6
.
2
%
11
.
0
'
-6.2%
4.7'
-1
9
.
9
%
9.4
'
-1
2
.
9
%
9.8
'
-6.6%
8.8'
-9
.
9
%
7.6
'
-1
8
.
3
%
8.1
'
-9
.
5
%
8.7
'
CONCRETE PORCH
5132.2'
CONCRETE PORCH
5134.8'
-14.0%
9.2'
-10.9%
23.5'
CONCRETE PATIO
5129.7'
CONC PATIO
5132.2'
-6.3%
8.9'
-10.9%
20.3'
(2
3
.
7
2
'
)
A
B
SW
A
L
E
(2
5
.
4
1
'
)
A
B
SW
A
L
E
(2
6
.
8
0
'
)
A
B
SW
A
L
E
(2
7
.
3
0
'
)
A
B
SW
A
L
E
(2
8
.
3
5
'
)
A
B
SW
A
L
E
(2
9
.
2
3
'
)
A
B
SW
A
L
E
(2
9
.
8
1
'
)
A
B
SW
A
L
E
(3
0
.
2
9
'
)
A
B
SW
A
L
E
(3
0
.
7
7
'
)
A
B
SW
A
L
E
(3
1
.
3
2
'
)
A
B
SW
A
L
E
(3
1
.
8
3
'
)
A
B
SW
A
L
E
(3
2
.
4
4
'
)
A
B
SW
A
L
E
(3
2
.
7
2
'
)
A
B
SW
A
L
E
(33
.
7
2
'
)
A
B
33
.
1
'
A
B
SW
A
L
E
33
.
8
'
A
B
SW
A
L
E
34
.
1
'
A
B
SW
A
L
E
34
.
4
'
A
B
SW
A
L
E
34
.
8
'
A
B
SW
A
L
E
H
.
P
.
32.
8
'
A
B
33.
6
'
A
B
32
.
2
'
A
B
(28
.
7
6
'
)
A
B
(2
8
.
5
6
'
)
A
B
(28
.
1
2
'
)
A
B
(27
.
6
4
'
)
A
B
(2
7
.
2
1
'
)
A
B
(2
6
.
9
1
'
)
A
B
(2
6
.
8
2
'
)
A
B
(2
6
.
6
0
'
)
A
B
(26
.
6
4
'
)
A
B
(2
5
.
7
7
'
)
A
B
(2
5
.
3
2
'
)
A
B
26.
7
'
A
B
(2
5
.
1
4
'
)
A
B
(2
5
.
2
3
'
)
A
B
(24
.
4
7
'
)
A
B
(2
4
.
2
4
'
)
A
B
(23
.
8
5
'
)
A
B
31.1' AB
-2.9%
8.4'
-3.0%
11.5'
-3.0%
16.1'
-2.6%
16.3'
-2.9%
7.5'
0.2%
15.8'
-5.9%
14.6'
-2.4%
19.0'
-1.6%
17.4'
-1.6
%
14.4
'
-1.
2
%
17.
6
'
-1
.
4
%
15
.
9
'
-1
.
3
%
29
.
8
'
-1
.
0
%
13
.
1
'
(29
.
1
0
'
)
A
B
CONCRETE
DRIVE
CONCRETE
DRIVE
CONCRETE
DRIVE
EX
I
S
T
I
N
G
C
O
N
C
R
E
T
E
D
R
I
V
E
28.
6
'
A
B
29
.
1
'
A
B
31.
3
'
A
B
31.
5
'
A
B
31
.
6
'
A
B
33.
7
'
A
B
33.
7
'
A
B
34
.
8
'
A
B
33
.
5
'
A
B
33
.
4
'
A
B
32.
8
'
A
B
30
.
1
'
A
B
30.
1
'
A
B
29.4' AB
26.
9
'
A
B
31.
3
'
A
B
31.
3
'
A
B
31
.
4
'
A
B
31.
4
'
A
B
29
.
2
'
A
B
29
.
2
'
A
B
29.
2
'
A
B
27.9' AB
29
.
3
'
A
B
28
.
9
'
A
B
27.
0
'
A
B
28
.
5
'
A
B
29.
5
'
A
B
32.0' AB
34.
1
'
A
B
34
.
4
'
A
B
34.
4
'
A
B
31.
6
'
A
B
28.
7
'
A
B
28.
3
'
A
B
28.
9
'
A
B
26
.
8
'
A
B
25
.
7
'
A
B
26.
1
'
A
B
X
34.
7
'
A
B
46' P
U
B
L
I
C
R
I
G
H
T
-
O
F
-
W
A
Y
DED
I
C
A
T
E
D
B
Y
T
H
E
P
L
A
T
OF H
A
R
M
O
N
Y
R
I
D
G
E
P
.
U
.
D
.
(RE
C
E
P
T
I
O
N
N
O
.
9
9
0
2
2
4
9
0
)
LOT 1
DUSTY SAGE DRIVE
(46' ROW)
ASPHALT PAVED
LOTS 1 - 4, HARMONY RIDGE
P.U.D. FOURTH REPLAT
4708 DUSTY SAGE DR
13,850 SqFt
LOT 2 LOT 3 LOT 4
TRACT 6, HARMONY
RIDGE P.U.D.
LO
T
1
4
,
H
A
R
M
O
N
Y
R
I
D
G
E
P
.
U
.
D
.
TRACT 6, HARMONY
RIDGE P.U.D.
S5
6
°
3
1
'
2
7
"
W
9
3
.
0
0
'
S5
6
°
3
1
'
2
7
"
W
9
3
.
0
0
'
S5
6
°
3
1
'
2
7
"
W
9
3
.
0
0
'
EXISTING
CONC WALK
12
.
0
0
'
2.00'
16
.
0
9
'
5.00'
12
.
9
1
'
10.51'
10
.
0
0
'
5.50'
24
.
0
0
'
24.00'
1.
0
0
'
24.17'
22
.
9
9
'
5.50'
10
.
0
0
'
21.16'
10
.
0
0
'
5.49'
22
.
9
9
'
24.00'3.
0
0
'
24.17'
23
.
0
0
'
5.50'
7.
0
0
'
10.50'
12
.
9
1
'
5.00'
16
.
0
9
'
2.00'
12
.
0
0
'
2.00'
2.
5
0
'
18.51'
5.
0
0
'
31.16'
5.
0
0
'
13.25'13.92'
5.
0
0
'
31.16'
5.
0
0
'
18.50'
2.
5
0
'
2.00'
7.
0
0
'
19.17'
2.
0
0
'
2.
0
0
'
28.51'
2.
0
0
'
2.
0
0
'
19.16'
7.
0
0
'
4.50'
11
.
8
7
'
9.50'
9.49'
8.
8
7
'
4.50'
7.
0
0
'
7.
0
0
'
10.17'
36.1'
BGFF
33
.
5
'
BG
F
F
33
.
5
'
BG
F
F
AC
SS
SS
30
.
2
'
BG
F
F 30
.
2
'
BG
F
F
U
U
W
U
SS
SS
SS
29
.
3
'
BG
F
F29
.
3
'
BG
F
F
33
.
5
'
BG
F
F
29.2'
BGFF
29.2'
BGFF
E
AC
AC
G GAC
CONCRETE PATIO
5134.7'
LANDING=35.4'
PATIO=34.7'
LANDING=32.8'
PATIO =32.2'
LANDING=32.8'
PATIO=32.2'LANDING = 30.3'
PATIO = 29.7'
-7
.
0
%
-1
4
.
2
%
-5
.
0
%
-3
.
3
%
11
.
7
'
-2
.
0
%
16
.
1
'
-2
.
6
%
12
.
3
'
-6
.
8
%
9.1
'
-4
.
0
%
10
.
6
'
-3.3%
8.6'
-3.3%
18.5'
-3.3%
15.8'
-3.5%
15.4'
-3.5%
13.6'
-3.5%
13.6'
-3.7%
15.7'
-5.7%
15.5'
-5.7%
18.6'
-5.7%
8.9'
-9.5%
14.7'
LANDING = 29.8'
DRIVE = 29.2'
STEP=30.4'
LANDING=29.8'
-8
.
0
%
10
.
8
'
10.2%
11.7'
-1
.
6
%
5.9
'
-9.3%
-1
6
.
7
%
9.
1
'
-1
4
.
7
%
20
.
3
'
-1
3
.
0
%
20
.
1
'
-1
2
.
1
%
21
.
6
'
-0
.
9
%
19
.
8
'
-1
1
.
6
%
21
.
5
'
-0
.
9
%
19
.
7
'
PORCH = 32.1'
WALK = 31.4'
STEP = 32.8'
LANDING = 32.2'STEP = 32.8'
LANDING = 32.2'
-13.2%
9.9'
-1
2
.
3
%
20
.
4
'
-1
4
.
4
%
20
.
3
'
-4.3%
7.0'
-2.4%
3.9'
-1
7
.
3
%
14
.
7
'
-20
.
0
%
5.5
'
-1
5
.
8
%
11
.
6
'
-7
.
3
%
12
.
2
'
-3
.
1
%
8.9
'
-1.3%
1.6'
-3.3
%
1.6'
-3
.
3
%
11
.
0
'
0.0%
7.0'-0.2%
9.8'
-17.6
%
-2
0
.
0
%
-3.
5
%
-6.9%
-6.
1
%
-9
.
7
%
-1
5
.
4
%
TWO STEPS
(3 Risers)
33
.
5
'
BG
F
F
-4.1%
5.4'
-6.6%
7.6'
-6.8%
8.5'
-7.4%
7.8'
-14.7%
-11.3%29.
3
'
A
B
29.6' AB
28.
8
'
A
B
25.
2
'
A
B
28.
1
'
A
B
25.
2
'
A
B
25.
8
'
A
B
31
.
0
'
A
B
31.
3
'
A
B
32.
4
'
A
B
(33
.
2
0
'
)
A
B
(34
.
0
9
'
)
A
B
(3
4
.
3
7
'
)
A
B
34.
4
'
A
B
34
.
4
'
A
B
34.
8
'
A
B
BGFF=36.1'
LANDING=30.4'
STEP=35.3'
LANDING=34.8'
-0.9%
3.9'
-6
.
8
%
9.1
'
CONCRETE
DRIVE
-13.0%
-5
.
2
%
(3
4
.
2
6
'
)
A
B
(34
.
3
0
'
)
A
B
(34
.
7
3
'
)
A
B
33.
7
'
A
B
34.
2
'
A
B
33.
8
'
A
B
CONC PATIO
5132.2'
31
.
0
'
BG
F
F
31.0'
BGFF
33.5'
BGFF35.5'
BGFF
36.1'
BGFF
2.
4
'
1.
5
'
0.
3
'
0.
9
'
0.
2
'
1.4'
-2.1
%
8.9'
-0.
3
%
10.
1
'
S33°28'33"E 13.03'S33°28'33"E 29.17'S33°28'33"E 29.17'S33°28'33"E 51.08'
WINDOW
WELL (typ)
-5.6%
RECIPROCAL
ACCESS
EASEMENT
(per Fourth Replat)
1.0%-3.0%
S33°28'33"E 51.08'S33°28'33"E 29.17'S33°28'33"E 29.17'S33°28'33"E 41.58'
S33°28'33"E 151.00'
//
//
//
//////////////////////////////////////
//
//
//
DS DS DS DS
DS
DS
DSDS
DS
DS
Gas Meter
Sanitary Cleanout
Sanitary Manhole
Water Valve
SYMBOL LEGEND
Monument
LINE-TYPE LEGEND
//
Easement Line
Fence - Vinyl
Parcel / Lot Line
Right of Way Line
Utility Valve
Electric Meter
AC Unit
G
SS
W Concrete
BuildingSpot Elevation - Existing
Spot Elevation - Proposed
Flow Arrow & Grade0.0%
(5350.0')
5350.0'
E
AC
U
SS
Downspout LocationDS
47
0
8
D
U
S
T
Y
S
A
G
E
D
R
I
V
E
FO
R
T
C
O
L
L
I
N
S
,
C
O
8
0
5
2
6
HA
R
M
O
N
Y
R
I
D
G
E
P
.
U
.
D
.
G
R
A
D
E
C
E
R
T
I
F
I
C
A
T
E
-
F
O
U
R
P
L
E
X
1 of 1
Feet
Half Size 1"=20'
4020010
NOTES:
1. ELEVATIONS AND DRAINAGE MAP SHOWS IMPROVEMENTS AT GRADE AND GRADING ONLY. SEE FOUNDATION PLANS
FOR STRUCTURAL INFORMATION.
2. THIS CERTIFICATE DOES NOT CONSTITUTE A TITLE SEARCH BY EUGENE LYNNE, LLC TO DETERMINE OWNERSHIP,
RIGHTS OF WAY, EASEMENTS OR ENCUMBRANCES NOT SHOWN BY THE PLAT THAT MAY AFFECT THIS TRACT OF LAND.
3. LAND SURVEY PLAT OF LOTS 1 THROUGH 4, HARMONY RIDGE P.U.D. FOURTH REPLAT WAS PREPARED BY INTERMILL
LAND SURVEYING INC. ON 3/09/2020 (SIGNED & SEALED).
4. ALL ELEVATIONS ARE BASED ON NGS's FIRST ORDER BENCHMARK Y 401.
5. LOT CORNER ELEVATION(S) CHECKED: 11/18/2021.
6. BASIS OF BEARING ROTATED BY 0°02'05" FROM LAND SURVEY PLAT SIGNED ON 3/09/2020 BY INTERMILL LAND
SURVEYING INC.