HomeMy WebLinkAboutMemorandums - 08/24/2025
301 N Howes Street Suite 100 Ft Collins, CO 80521 | (970) 221-4158 | epsgroupinc.com 1 of 2
August 24, 2025
RE: WILLOX FARM
SOFT GOLD PARK UTILITY SUMMARY
To whom it may concern:
Background Discussion
This document outlines the request to allow a City of Fort Collins Light/Power facility to be routed through Soft Gold Park.
This utility will serve the Willox Farm project and enhance service for nearby properties by providing additional capacity
and redundancy. EPG Group originally contacted City of Fort Collins staff in August 2018 and acquired information on the
existing utility facilities around the project site.
Proposed Easement
A utility and access easement will be needed through Soft Gold Park to route the electric/cable line, along with a 10’
concrete trail. The easement is 6ft for the electric line and follows the width of the sidewalk for access. The easement area
is roughly 16,496 square feet or 0.38 acres. A separate legal description and exhibit has been provided within the Appendix.
The project proposes limiting the areas of disturbance to this corridor and will return the surface to a condition equal to
or better than what was there to begin with. The easement will have standard restrictions within the limits, which
precludes large trees within the easement and prevents “permanent” structures from being built in the easement. This
means structures with foundations cannot be placed in the easement. Any existing trees within this easement will remain.
Sidewalks, ornamental trees, grasses, etc. are all still allowed. Other utilities, including irrigation lines, can cross the
easement. It is generally preferred that the utilities cross perpendicular to the mains.
Soft Gold Park Construction
Items throughout the park that will be revised during construction of the water and electric lines include:
±7,060 SF of existing crusher fines trail removed and replaced with 8ft concrete trail.
±4,360 SF of the existing 6ft concrete trail to be removed and rebuilt with 10 ft concrete trail.
±2,700 SF of proposed concrete trail added to the north side of the park.
±850 SF of proposed concrete will be added to provide a turnaround point for Light and Power maintenance
vehicles.
±313 LF of the existing underground electric line to be removed and relocated.
±1,700 LF of proposed electrical main line installed along the east side of the park.
Irrigation sleeves throughout the park underneath the proposed trail.
These items can be found in the Appendix.
Benefits to Soft Gold Park
A proposed 8ft concrete trail along the west side of the park. The existing gravel/dirt path will be replaced with
concrete, providing better conditions for pedestrians to access the park.
301 N Howes Street Suite 100 Ft Collins, CO 80521 | (970) 221-4158 | epsgroupinc.com 2 of 2
The electric main line installation will be completed by boring through Soft Gold Park. All work will occur within the
landscaped area of the park; therefore, traffic control will not be required. A permit for work within Soft Gold Park will be
obtained prior to construction. We acknowledge Parks’ notification that penalties may be assessed if park entrances are
closed; however, the park entrance will not be impacted by these construction activities.
A Temporary Construction Easement will be requested prior to construction. This will cover the area for constructing the
proposed items above. The easement area is approximately 62,204 square feet or 1.47 acres. Additional information will
be provided when applying for the TCE.
After installation and revegetation are completed, impacts to the park are expected to be minimal. Should maintenance
be needed, the concrete trail is intended to allow vehicles to access the line with minimal impacts to the adjacent park
surfaces.
Drainage Easement
In addition to the utility easement, the project proposes discharging stormwater into an existing swale located on City
property in the northwest corner of Soft Gold Park. The release rate is approximately 6.60 cfs and will be contained within
the existing swale and drainage facilities that currently serve the adjacent properties to the west. All releases will comply
with City requirements for flow rate and water quality, ensuring they remain contained within the current drainage swale.
An easement for the stormwater discharge is required and is currently being discussed internally with the Natural Areas
Department. This easement, shown on the plat and in the Utility Plans, is proposed to be 30 feet wide and 350 feet long,
extending directly south from the northwest corner of the park along the west property line.
We hope that this letter addresses some of the history of the project and provides clarification on why the current solution
is being pursued. If there are additional questions about anything discussed here, or that arise down the road, please don’t
hesitate to contact me.
Sincerely,
EPS GROUP, INC.
Amanda Poincelot, P.E.
Project Manager
301 N Howes Street Suite 100 Ft Collins, CO 80521 | (970) 221-4158 | epsgroupinc.com 2 of 2
The electric main line installation will be completed by boring through Soft Gold Park. All work will occur within the
landscaped area of the park; therefore, traffic control will not be required. A permit for work within Soft Gold Park will be
obtained prior to construction. We acknowledge Parks’ notification that penalties may be assessed if park entrances are
closed; however, the park entrance will not be impacted by these construction activities.
A Temporary Construction Easement will be requested prior to construction. This will cover the area for constructing the
proposed items above. The easement area is approximately 62,204 square feet or 1.47 acres. Additional information will
be provided when applying for the TCE.
After installation and revegetation are completed, impacts to the park are expected to be minimal. Should maintenance
be needed, the concrete trail is intended to allow vehicles to access the line with minimal impacts to the adjacent park
surfaces.
Drainage Easement
In addition to the utility easement, the project proposes discharging stormwater into an existing swale located on City
property in the northwest corner of Soft Gold Park. The release rate is approximately 6.60 cfs and will be contained within
the existing swale and drainage facilities that currently serve the adjacent properties to the west. All releases will comply
with City requirements for flow rate and water quality, ensuring they remain contained within the current drainage swale.
An easement for the stormwater discharge is required and is currently being discussed internally with the Natural Areas
Department. This easement, shown on the plat and in the Utility Plans, is proposed to be 30 feet wide and 350 feet long,
extending directly south from the northwest corner of the park along the west property line.
We hope that this letter addresses some of the history of the project and provides clarification on why the current solution
is being pursued. If there are additional questions about anything discussed here, or that arise down the road, please don’t
hesitate to contact me.
Sincerely,
EPS GROUP, INC.
Amanda Poincelot, P.E.
Project Manager
APPENDIX A:
ACCESS AND UTILTY EASEMENT
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
1
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 UE EXHIBIT.dwg
987-012
08/22/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
DESCRIPTION
A parcel of land being a portion of Lot 1, Lakewood Estates Mobile Home Park, recorded as Book 1638, Page 616 of the
Records of Larimer County and situate within the North Half of Section 2, Township 7 North, Range 69 of the 6th P.M.,
City of Fort Collins, County of Larimer, State of Colorado, being more particularly described as follows;
Considering the north line of the Southeast Quarter of the Northwest Quarter of Section 2 as bearing North 89° 19' 45"
West with the Center-East-Northwest 1/64th corner being a 3 ¼” aluminum cap on #6 rebar stamped LS 38106 and the
Center-North 1/16th corner being a 2 ½” aluminum cap on #6 rebar and with all bearings contained herein relative thereto:
COMMENCING at the Center-North 1/16th corner of Section 2, said point being on the north line of Lot 1, Lakewood
Estates Mobile Home Park;
THENCE North 89° 19' 45" West, a distance of 7.08 feet to POINT OF BEGINNING 1;
THENCE South 08° 09' 29" East, a distance of 8.81 feet;
THENCE South 21° 09' 10" East, a distance of 4.91 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 6.67 feet, said curve has a radius of 389.10 feet, a
delta of 00° 58' 56" and is subtended by a chord bearing North 85° 29' 23" East, a distance of 6.67 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 66.68 feet, said curve has a radius of 256.42 feet,
a delta of 14° 53' 58" and is subtended by a chord bearing South 87° 33' 06" East, a distance of 66.49 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 67.24 feet, said curve has a radius of 55.44 feet,
a delta of 69° 29' 06" and is subtended by a chord bearing South 45° 21' 34" East, a distance of 63.19 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 38.81 feet, said curve has a radius of 136.84 feet,
a delta of 16° 15' 00" and is subtended by a chord bearing South 35° 20' 36" West, a distance of 38.68 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 132.68 feet, said curve has a radius of 154.73 feet,
a delta of 49° 07' 50" and is subtended by a chord bearing South 02° 39' 11" West, a distance of 128.66 feet;
THENCE along the arc of a curve to the right, a distance of 131.49 feet, said curve has a radius of 212.00 feet, a delta of
35° 32' 16" and is subtended by a chord bearing South 04° 08' 36" East, a distance of 129.40 feet;
THENCE South 13° 37' 32" West, a distance of 50.03 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 13.82 feet, said curve has a radius of 444.00 feet,
a delta of 01° 47' 02" and is subtended by a chord bearing South 12° 44' 01" West, a distance of 13.82 feet;
THENCE South 02° 01' 55" East, a distance of 38.59 feet;
THENCE North 90° 00' 00" East, a distance of 1.07 feet;
THENCE South 00° 00' 00" West, a distance of 2.50 feet;
THENCE North 89° 56' 58" East, a distance of 53.63 feet;
THENCE South 00° 03' 02" East, a distance of 827.79 feet;
THENCE North 90° 00' 00" East, a distance of 11.07 feet;
THENCE South 00° 00' 00" West, a distance of 6.00 feet;
THENCE North 90° 00' 00" West, a distance of 17.06 feet;
THENCE North 00° 03' 02" West, a distance of 827.78 feet;
THENCE South 89° 56' 58" West, a distance of 47.63 feet;
THENCE South 00° 00' 00" West, a distance of 2.50 feet;
THENCE North 90° 00' 00" West, a distance of 9.94 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 4.34 feet, said curve has a radius of 444.00 feet, a
delta of 00° 33' 37" and is subtended by a chord bearing South 05° 05' 20" West, a distance of 4.34 feet;
THENCE South 85° 11' 29" East, a distance of 2.00 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 5.00 feet, said curve has a radius of 442.00 feet, a
delta of 00° 38' 53" and is subtended by a chord bearing South 04° 29' 05" West, a distance of 5.00 feet;
THENCE along the arc of a curve to the left, a distance of 27.48 feet, said curve has a radius of 15.00 feet, a delta of 104°
57' 40" and is subtended by a chord bearing South 48° 19' 12" East, a distance of 23.79 feet;
THENCE North 79° 11' 58" East, a distance of 9.75 feet;
THENCE South 10° 48' 02" East, a distance of 15.00 feet;
THENCE South 79° 11' 58" West, a distance of 21.23 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 21.27 feet, said curve has a radius of 15.00 feet, a
delta of 81° 15' 12" and is subtended by a chord bearing South 38° 34' 22" West, a distance of 19.53 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 28.45 feet, said curve has a radius of 444.00 feet,
a delta of 03° 40' 18" and is subtended by a chord bearing South 03° 53' 24" East, a distance of 28.45 feet;
THENCE South 32° 43' 17" West, a distance of 6.38 feet;
THENCE South 81° 53' 29" West, a distance of 5.81 feet;
THENCE North 08° 11' 51" West, a distance of 5.24 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 46.54 feet, said curve has a radius of 40.00 feet,
a delta of 66° 40' 07" and is subtended by a chord bearing North 02° 57' 02" West, a distance of 43.96 feet;
THENCE along the arc of a curve to the right, a distance of 109.36 feet, said curve has a radius of 454.00 feet, a delta of
13° 48' 04" and is subtended by a chord bearing North 06° 43' 30" East, a distance of 109.09 feet;
THENCE North 13° 37' 32" East, a distance of 0.39 feet;
THENCE North 02° 01' 55" West, a distance of 181.13 feet to Point A;
THENCE North 21° 09' 10" West, a distance of 204.30 feet;
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
2
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 UE EXHIBIT.dwg
987-012
08/22/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
DESCRIPTION
THENCE along the arc of a non-tangent curve to the right, a distance of 31.80 feet, said curve has a radius of 399.10 feet,
a delta of 04° 33' 58" and is subtended by a chord bearing South 88° 43' 24" West, a distance of 31.80 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 60.55 feet, said curve has a radius of 168.45 feet,
a delta of 20° 35' 49" and is subtended by a chord bearing North 78° 41' 42" West, a distance of 60.23 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 38.31 feet, said curve has a radius of 312.89 feet,
a delta of 07° 00' 53" and is subtended by a chord bearing North 71° 54' 14" West, a distance of 38.28 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 5.66 feet, said curve has a radius of 25.00 feet, a
delta of 12° 58' 37" and is subtended by a chord bearing North 68° 55' 22" West, a distance of 5.65 feet;
THENCE South 89° 20' 08" East, a distance of 34.05 feet;
THENCE South 69° 28' 00" East, a distance of 12.06 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 56.96 feet, said curve has a radius of 158.45 feet,
a delta of 20° 35' 49" and is subtended by a chord bearing South 78° 41' 42" East, a distance of 56.65 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 27.83 feet, said curve has a radius of 389.10 feet,
a delta of 04° 05' 55" and is subtended by a chord bearing North 88° 57' 26" East, a distance of 27.83 feet;
THENCE North 21° 09' 10" West, a distance of 3.69 feet;
THENCE North 08° 09' 29" West, a distance of 10.43 feet;
THENCE South 89° 19' 45" East, a distance of 6.07 feet to POINT OF BEGINNING 1, containing 25,555 square feet or
0.59 acres, more or less;
LESS: EXCEPTED AREA 1
COMMENCING at aforementioned Point A;
THENCE North 17° 25' 36" East, a distance of 9.62 feet to POINT OF BEGINNING 2;
THENCE along the arc of a non-tangent curve to the left, a distance of 3.76 feet, said curve has a radius of 399.10 feet, a
delta of 00° 32' 24" and is subtended by a chord bearing North 85° 16' 08" East, a distance of 3.76 feet;
THENCE along the arc of a non-tangent curve to the right, a distance of 68.81 feet, said curve has a radius of 246.42 feet,
a delta of 15° 59' 53" and is subtended by a chord bearing South 87° 00' 08" East, a distance of 68.58 feet;
THENCE along the arc of a curve to the right, a distance of 58.74 feet, said curve has a radius of 30.00 feet, a delta of
112° 10' 59" and is subtended by a chord bearing South 22° 54' 42" East, a distance of 49.80 feet;
THENCE along the arc of a non-tangent curve to the left, a distance of 138.38 feet, said curve has a radius of 164.73 feet,
a delta of 48° 07' 43" and is subtended by a chord bearing South 09° 06' 56" West, a distance of 134.35 feet;
THENCE North 21° 09' 10" West, a distance of 194.93 feet to POINT OF BEGINNING 2, containing 7,522 square feet or
0.17 acres, more or less;
LESS: EXCEPTED AREA 2
COMMENCING at aforementioned Point A;
THENCE South 78° 03' 37" East, a distance of 6.18 feet to POINT OF BEGINNING 3;
THENCE along the arc of a non-tangent curve to the left, a distance of 9.09 feet, said curve has a radius of 164.73 feet, a
delta of 03° 09' 40" and is subtended by a chord bearing South 20° 19' 51" East, a distance of 9.09 feet;
THENCE along the arc of a curve to the right, a distance of 125.29 feet, said curve has a radius of 202.00 feet, a delta of
35° 32' 19" and is subtended by a chord bearing South 04° 08' 38" East, a distance of 123.29 feet;
THENCE South 13° 37' 32" West, a distance of 27.41 feet;
THENCE North 02° 01' 55" West, a distance of 158.23 feet to POINT OF BEGINNING 3, containing 1,537 square feet or
0.04 acres, more or less;
Net Area contains 16,496 square feet or 0.38 acres, more or less;
May be subject to easements, rights-of-way, covenants and restrictions of record.
Exhibit attached hereto and made a part hereof.
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
3
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 UE EXHIBIT.dwg
987-012
08/22/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
SURVEYOR'S CERTIFICATE
I, Robert C. Tessely, a Colorado Professional Land Surveyor, do hereby certify that this property description was
prepared under my personal supervision and checking, that it is true and correct to the best of my knowledge,
information and belief and is in accordance with applicable standards of practice. This is not a guaranty or warranty,
either expressed or implied. {4 CCR 730-1}.
___________________________________________________________________________
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
POINT OF COMMENCEMENT
C-N 1/16 CORNER SECTION 2-7-69
FND #6 REBAR WITH
2 1/2" ALUMINUM CAP, ILLEGIBLE
NORTH LINE OF THE
SE 1
4 OF THE NW 1
4
SECTION 2-7-69
BASIS OF BEARINGS
LOT 1
LAKEWOOD ESTATES
MOBILE HOME PARK
EAST LINE OF THE
SE 1
4 OF THE NW 1
4
SECTION 2-7-69
N89°19'45"W
N89°19'45"W
7.08'
6.0'
L1
L2
C1 C 2
C3
C4
C
5
C
6
L3
C7
L4 L5
L6
L7
L11
L12
L13
C8
L14
C9 C10
L15
L1
6
L17
C11
C12
L18
L19
L20
C13
C14
L21
L2
2
L2
3
C15C16
C17C18
L24 L25
C19 C 2 0
L26
L27
L28
C24
C23
C 2 2
C21
L2
9
L30
C
2
6
C25
L31
POINT OF
BEGINNING 2
POINT A
POINT OF
BEGINNING 3N17°25'36"E
9.62'
S78°03'37"E
6.18'
POINT OF
BEGINNING 1
EXCEPTED
AREA 2
1,537 sq. ft.
0.035 ac.
EXCEPTED
AREA 1
7,522 sq. ft.
0.173 ac.
NET AREA
16,496 sq. ft.
0.379 ac.
TOTAL AREA
25,555 sq. ft.
0.59 ac.
S0
0
°
0
3
'
0
2
"
E
8
2
7
.
7
9
'
N0
0
°
0
3
'
0
2
"
W
8
2
7
.
7
8
'
C-E-NW 1/64 CORNER
SECTION 2-7-69
FND #6 REBAR WITH
3 1/4" ALUMINUM CAP
STAMPED LS 38106, 2014
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
4
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 UE EXHIBIT.dwg
987-012
08/22/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
0'80'
80
LEGEND
PROPERTY LINE
EXHIBIT BOUNDARY LINE
SECTION LINE
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
EXHIBIT
SEE SHEET 5
LOT 1
LAKEWOOD ESTATES
MOBILE HOME PARK
6.0'
S0
0
°
0
3
'
0
2
"
E
8
2
7
.
7
9
'
L8
L9
L10
N0
0
°
0
3
'
0
2
"
W
8
2
7
.
7
8
'
EAST LINE OF THE
SE 1
4 OF THE NW 1
4
SECTION 2-7-69
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
5
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 UE EXHIBIT.dwg
987-012
08/22/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
0'80'
80
EXHIBIT
LEGEND
PROPERTY LINE
EXHIBIT BOUNDARY LINE
SECTION LINE
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
SEE SHEET 4
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
LENGTH
8.81'
4.91'
50.03'
38.59'
1.07'
2.50'
53.63'
11.07'
6.00'
17.06'
47.63'
2.50'
9.94'
2.00'
9.75'
15.00'
21.23'
6.38'
5.81'
5.24'
0.39'
181.13'
204.30'
34.05'
12.06'
3.69'
10.43'
6.07'
194.93'
27.41'
158.23'
BEARING
S08° 09' 29"E
S21° 09' 10"E
S13° 37' 32"W
S02° 01' 55"E
N90° 00' 00"E
S00° 00' 00"E
N89° 56' 58"E
N90° 00' 00"E
S00° 00' 00"E
N90° 00' 00"W
S89° 56' 58"W
S00° 00' 00"E
N90° 00' 00"W
S85° 11' 29"E
N79° 11' 58"E
S10° 48' 02"E
S79° 11' 58"W
S32° 43' 17"W
S81° 53' 29"W
N08° 11' 51"W
N13° 37' 32"E
N02° 01' 55"W
N21° 09' 10"W
S89° 20' 08"E
S69° 28' 00"E
N21° 09' 10"W
N08° 09' 29"W
S89° 19' 45"E
N21° 09' 10"W
S13° 37' 32"W
N02° 01' 55"W
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
LENGTH
6.67'
66.68'
67.24'
38.81'
132.68'
131.49'
13.82'
4.34'
5.00'
27.48'
21.27'
28.45'
46.54'
109.36'
31.80'
60.55'
38.31'
5.66'
56.96'
27.83'
3.76'
68.81'
58.74'
138.38'
9.09'
125.29'
RADIUS
389.10'
256.42'
55.44'
136.84'
154.73'
212.00'
444.00'
444.00'
442.00'
15.00'
15.00'
444.00'
40.00'
454.00'
399.10'
168.45'
312.89'
25.00'
158.45'
389.10'
399.10'
246.42'
30.00'
164.73'
164.73'
202.00'
DELTA
0°58'56"
14°53'58"
69°29'06"
16°15'00"
49°07'50"
35°32'16"
1°47'02"
0°33'37"
0°38'53"
104°57'40"
81°15'12"
3°40'18"
66°40'07"
13°48'04"
4°33'58"
20°35'49"
7°00'53"
12°58'37"
20°35'49"
4°05'55"
0°32'24"
15°59'53"
112°10'59"
48°07'43"
3°09'40"
35°32'19"
BEARING
N85°29'23"E
S87°33'06"E
S45°21'34"E
S35°20'36"W
S02°39'11"W
S04°08'36"E
S12°44'01"W
S05°05'20"W
S04°29'05"W
S48°19'12"E
S38°34'22"W
S03°53'24"E
N02°57'02"W
N06°43'30"E
S88°43'24"W
N78°41'42"W
N71°54'14"W
N68°55'22"W
S78°41'42"E
N88°57'26"E
N85°16'08"E
S87°00'08"E
S22°54'42"E
S09°06'56"W
S20°19'51"E
S04°08'38"E
CHORD
6.67'
66.49'
63.19'
38.68'
128.66'
129.40'
13.82'
4.34'
5.00'
23.79'
19.53'
28.45'
43.96'
109.09'
31.80'
60.23'
38.28'
5.65'
56.65'
27.83'
3.76'
68.58'
49.80'
134.35'
9.09'
123.29'
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
6
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 UE EXHIBIT.dwg
987-012
08/22/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
301 N Howes Street Suite 100 Ft Collins, CO 80521 | (970) 221-4158 | epsgroupinc.com 2 of 2
The electric main line installation will be completed by boring through Soft Gold Park. All work will occur within the
landscaped area of the park; therefore, traffic control will not be required. A permit for work within Soft Gold Park will be
obtained prior to construction. We acknowledge Parks’ notification that penalties may be assessed if park entrances are
closed; however, the park entrance will not be impacted by these construction activities.
A Temporary Construction Easement will be requested prior to construction. This will cover the area for constructing the
proposed items above. The easement area is approximately 62,204 square feet or 1.47 acres. Additional information will
be provided when applying for the TCE.
After installation and revegetation are completed, impacts to the park are expected to be minimal. Should maintenance
be needed, the concrete trail is intended to allow vehicles to access the line with minimal impacts to the adjacent park
surfaces.
Drainage Easement
In addition to the utility easement, the project proposes discharging stormwater into an existing swale located on City
property in the northwest corner of Soft Gold Park. The release rate is approximately 6.60 cfs and will be contained within
the existing swale and drainage facilities that currently serve the adjacent properties to the west. All releases will comply
with City requirements for flow rate and water quality, ensuring they remain contained within the current drainage swale.
An easement for the stormwater discharge is required and is currently being discussed internally with the Natural Areas
Department. This easement, shown on the plat and in the Utility Plans, is proposed to be 30 feet wide and 350 feet long,
extending directly south from the northwest corner of the park along the west property line.
We hope that this letter addresses some of the history of the project and provides clarification on why the current solution
is being pursued. If there are additional questions about anything discussed here, or that arise down the road, please don’t
hesitate to contact me.
Sincerely,
EPS GROUP, INC.
Amanda Poincelot, P.E.
Project Manager
APPENDIX B:
TEMPORARY CONSTRUCTION EASEMENT
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
1
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
DESCRIPTION
A parcel of land being a portion of Lot 1, Lakewood Estates Mobile Home Park, recorded as Book 1638, Page 616 of
the Records of Larimer County and situate within the North Half of Section 2, Township 7 North, Range 69 of the 6th
P.M., City of Fort Collins, County of Larimer, State of Colorado, being more particularly described as follows;
Considering the north line of the Southeast Quarter of the Northwest Quarter of Section 2 as bearing North 89° 19' 45"
West with the Center-East-Northwest 1/64th corner being a 3 ¼” aluminum cap on #6 rebar stamped LS 38106 and
the Center-North 1/16th corner being a 2 ½” aluminum cap on #6 rebar and with all bearings contained herein relative
thereto:
BEGINNING at the Center-North 1/16th corner of Section 2, said point being on the north line of Lot 1, Lakewood
Estates Mobile Home Park, said point being POINT OF BEGINNING 1;
THENCE South 08° 09' 29" East, a distance of 7.89 feet;
THENCE along the arc of a curve to the right, a distance of 69.02 feet, said curve has a radius of 261.42 feet, a delta
of 15° 07' 36" and is subtended by a chord bearing South 87° 39' 55" East, a distance of 68.82 feet;
THENCE along the arc of a curve to the right, a distance of 55.04 feet, said curve has a radius of 60.44 feet, a delta of
52° 10' 09" and is subtended by a chord bearing South 54° 01' 02" East, a distance of 53.15 feet;
THENCE North 33° 29' 42" East, a distance of 11.62 feet;
THENCE South 56° 30' 18" East, a distance of 18.25 feet;
THENCE South 33° 29' 42" West, a distance of 15.98 feet;
THENCE along the arc of a curve to the left, a distance of 48.66 feet, said curve has a radius of 131.84 feet, a delta of
21° 08' 41" and is subtended by a chord bearing South 37° 47' 26" West, a distance of 48.38 feet;
THENCE along the arc of a curve to the left, a distance of 128.40 feet, said curve has a radius of 149.73 feet, a delta
of 49° 07' 50" and is subtended by a chord bearing South 02° 39' 11" West, a distance of 124.50 feet;
THENCE along the arc of a curve to the right, a distance of 134.59 feet, said curve has a radius of 217.00 feet, a delta
of 35° 32' 16" and is subtended by a chord bearing South 04° 08' 36" East, a distance of 132.45 feet;
THENCE South 13° 37' 32" West, a distance of 54.99 feet; THENCE South 02° 01' 55" East, a distance of 41.58 feet;
THENCE North 89° 56' 58" East, a distance of 54.85 feet; THENCE South 00° 03' 02" East, a distance of 827.80 feet;
THENCE North 90° 00' 00" East, a distance of 10.82 feet; THENCE South 01° 01' 23" West, a distance of 16.75 feet;
THENCE North 89° 20' 01" West, a distance of 30.51 feet;
THENCE North 00° 03' 02" West, a distance of 824.17 feet;
THENCE South 89° 56' 58" West, a distance of 45.96 feet;
THENCE along the arc of a curve to the left, a distance of 90.58 feet, said curve has a radius of 439.00 feet, a delta of
11° 49' 20" and is subtended by a chord bearing South 01° 04' 15" East, a distance of 90.42 feet;
THENCE South 81° 53' 29" West, a distance of 20.00 feet;
THENCE along the arc of a curve to the right, a distance of 9.13 feet, said curve has a radius of 459.00 feet, a delta of
01° 08' 23" and is subtended by a chord bearing North 06° 27' 40" West, a distance of 9.13 feet;
THENCE along the arc of a curve to the right, a distance of 49.56 feet, said curve has a radius of 45.00 feet, a delta
of 63° 06' 20" and is subtended by a chord bearing North 02° 57' 02" West, a distance of 47.10 feet;
THENCE along the arc of a curve to the right, a distance of 101.28 feet, said curve has a radius of 459.00 feet, a
delta of 12° 38' 34" and is subtended by a chord bearing North 06° 18' 41" East, a distance of 101.08 feet;
THENCE North 02° 01' 55" West, a distance of 186.65 feet;
THENCE North 21° 09' 10" West, a distance of 10.00 feet;
THENCE along the arc of a curve to the left, a distance of 35.01 feet, said curve has a radius of 60.32 feet, a delta of
33° 15' 11" and is subtended by a chord bearing North 66° 21' 52" West, a distance of 34.52 feet;
THENCE along the arc of a curve to the left, a distance of 25.32 feet, said curve has a radius of 102.46 feet, a delta of
14° 09' 22" and is subtended by a chord bearing South 89° 21' 32" West, a distance of 25.25 feet;
THENCE along the arc of a curve to the left, a distance of 60.89 feet, said curve has a radius of 209.50 feet, a delta of
16° 39' 15" and is subtended by a chord bearing South 67° 52' 55" West, a distance of 60.68 feet;
THENCE South 60° 33' 30" West, a distance of 39.01 feet;
THENCE along the arc of a curve to the right, a distance of 38.73 feet, said curve has a radius of 116.00 feet, a delta
of 19° 07' 41" and is subtended by a chord bearing South 70° 07' 21" West, a distance of 38.55 feet;
THENCE South 79° 41' 11" West, a distance of 74.53 feet;
THENCE along the arc of a curve to the left, a distance of 74.47 feet, said curve has a radius of 219.52 feet, a delta of
19° 26' 14" and is subtended by a chord bearing South 69° 00' 48" West, a distance of 74.12 feet;
THENCE along the arc of a curve to the left, a distance of 28.45 feet, said curve has a radius of 213.14 feet, a delta of
07° 38' 54" and is subtended by a chord bearing South 57° 14' 16" West, a distance of 28.43 feet;
THENCE along the arc of a curve to the left, a distance of 58.84 feet, said curve has a radius of 235.49 feet, a delta of
14° 19' 00" and is subtended by a chord bearing South 46° 15' 20" West, a distance of 58.69 feet;
THENCE along the arc of a curve to the left, a distance of 38.13 feet, said curve has a radius of 287.63 feet, a delta of
07° 35' 46" and is subtended by a chord bearing South 35° 17' 57" West, a distance of 38.10 feet;
THENCE along the arc of a curve to the left, a distance of 49.27 feet, said curve has a radius of 129.56 feet, a delta of
21° 47' 23" and is subtended by a chord bearing South 20° 36' 23" West, a distance of 48.97 feet;
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
2
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
DESCRIPTION
THENCE along the arc of a curve to the left, a distance of 44.65 feet, said curve has a radius of 396.50 feet, a
delta of 06° 27' 05" and is subtended by a chord bearing South 06° 29' 09" West, a distance of 44.62 feet;
THENCE along the arc of a curve to the left, a distance of 51.62 feet, said curve has a radius of 122.99 feet, a
delta of 24° 02' 46" and is subtended by a chord bearing South 08° 45' 47" East, a distance of 51.24 feet;
THENCE along the arc of a curve to the left, a distance of 21.21 feet, said curve has a radius of 203.96 feet, a
delta of 05° 57' 33" and is subtended by a chord bearing South 23° 45' 56" East, a distance of 21.20 feet;
THENCE along the arc of a curve to the left, a distance of 46.01 feet, said curve has a radius of 426.27 feet, a
delta of 06° 11' 04" and is subtended by a chord bearing South 29° 50' 15" East, a distance of 45.99 feet;
THENCE along the arc of a curve to the left, a distance of 42.92 feet, said curve has a radius of 1077.98 feet, a
delta of 02° 16' 52" and is subtended by a chord bearing South 34° 04' 13" East, a distance of 42.92 feet;
THENCE along the arc of a curve to the right, a distance of 64.14 feet, said curve has a radius of 352.57 feet, a
delta of 10° 25' 26" and is subtended by a chord bearing South 29° 59' 56" East, a distance of 64.06 feet;
THENCE along the arc of a curve to the right, a distance of 54.17 feet, said curve has a radius of 193.40 feet, a
delta of 16° 02' 58" and is subtended by a chord bearing South 16° 45' 44" East, a distance of 54.00 feet;
THENCE along the arc of a curve to the right, a distance of 70.90 feet, said curve has a radius of 514.64 feet, a
delta of 07° 53' 35" and is subtended by a chord bearing South 04° 47' 27" East, a distance of 70.84 feet;
THENCE South 00° 50' 40" East, a distance of 55.68 feet;
THENCE South 02° 16' 34" West, a distance of 13.37 feet;
THENCE South 80° 53' 27" West, a distance of 16.10 feet;
THENCE North 13° 14' 26" West, a distance of 15.54 feet;
THENCE North 00° 50' 40" West, a distance of 56.17 feet;
THENCE along the arc of a curve to the left, a distance of 68.14 feet, said curve has a radius of 494.64 feet, a
delta of 07° 53' 35" and is subtended by a chord bearing North 04° 47' 27" West, a distance of 68.09 feet;
THENCE along the arc of a curve to the left, a distance of 48.57 feet, said curve has a radius of 173.40 feet, a
delta of 16° 02' 58" and is subtended by a chord bearing North 16° 45' 44" West, a distance of 48.41 feet;
THENCE along the arc of a curve to the left, a distance of 60.51 feet, said curve has a radius of 332.57 feet, a
delta of 10° 25' 26" and is subtended by a chord bearing North 29° 59' 56" West, a distance of 60.42 feet;
THENCE along the arc of a curve to the right, a distance of 43.72 feet, said curve has a radius of 1097.98 feet, a
delta of 02° 16' 52" and is subtended by a chord bearing North 34° 04' 13" West, a distance of 43.71 feet;
THENCE along the arc of a curve to the right, a distance of 48.17 feet, said curve has a radius of 446.27 feet, a
delta of 06° 11' 04" and is subtended by a chord bearing North 29° 50' 15" West, a distance of 48.15 feet;
THENCE along the arc of a curve to the right, a distance of 23.29 feet, said curve has a radius of 223.96 feet, a
delta of 05° 57' 33" and is subtended by a chord bearing North 23° 45' 56" West, a distance of 23.28 feet;
THENCE along the arc of a curve to the right, a distance of 60.01 feet, said curve has a radius of 142.99 feet, a
delta of 24° 02' 46" and is subtended by a chord bearing North 08° 45' 47" West, a distance of 59.57 feet;
THENCE along the arc of a curve to the right, a distance of 46.90 feet, said curve has a radius of 416.50 feet, a
delta of 06° 27' 05" and is subtended by a chord bearing North 06° 29' 09" East, a distance of 46.87 feet;
THENCE along the arc of a curve to the right, a distance of 56.88 feet, said curve has a radius of 149.56 feet, a
delta of 21° 47' 23" and is subtended by a chord bearing North 20° 36' 23" East, a distance of 56.53 feet;
THENCE along the arc of a curve to the right, a distance of 40.78 feet, said curve has a radius of 307.63 feet, a
delta of 07° 35' 46" and is subtended by a chord bearing North 35° 17' 57" East, a distance of 40.75 feet;
THENCE along the arc of a curve to the right, a distance of 63.84 feet, said curve has a radius of 255.49 feet, a
delta of 14° 19' 00" and is subtended by a chord bearing North 46° 15' 20" East, a distance of 63.67 feet;
THENCE along the arc of a curve to the right, a distance of 30.69 feet, said curve has a radius of 232.34 feet, a
delta of 07° 34' 07" and is subtended by a chord bearing North 57° 11' 29" East, a distance of 30.67 feet;
THENCE along the arc of a curve to the right, a distance of 81.17 feet, said curve has a radius of 239.52 feet, a
delta of 19° 25' 03" and is subtended by a chord bearing North 69° 02' 53" East, a distance of 80.79 feet;
THENCE North 79° 41' 08" East, a distance of 74.76 feet;
THENCE along the arc of a curve to the left, a distance of 32.05 feet, said curve has a radius of 96.00 feet, a
delta of 19° 07' 41" and is subtended by a chord bearing North 70° 07' 21" East, a distance of 31.90 feet;
THENCE North 60° 33' 36" East, a distance of 38.77 feet;
THENCE along the arc of a curve to the right, a distance of 39.11 feet, said curve has a radius of 229.50 feet, a
delta of 09° 45' 48" and is subtended by a chord bearing North 64° 27' 50" East, a distance of 39.06 feet;
THENCE North 71° 30' 54" East, a distance of 44.43 feet;
THENCE along the arc of a curve to the left, a distance of 28.98 feet, said curve has a radius of 95.00 feet, a
delta of 17° 28' 51" and is subtended by a chord bearing North 61° 12' 36" East, a distance of 28.87 feet;
THENCE North 21° 09' 10" West, a distance of 133.48 feet to Point A;
THENCE along the arc of a curve to the right, a distance of 26.43 feet, said curve has a radius of 404.10 feet, a
delta of 03° 44' 52" and is subtended by a chord bearing South 89° 07' 57" West, a distance of 26.43 feet;
THENCE along the arc of a curve to the right, a distance of 62.35 feet, said curve has a radius of 173.45 feet, a
delta of 20° 35' 49" and is subtended by a chord bearing North 78° 41' 42" West, a distance of 62.02 feet;
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
3
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
DESCRIPTION
THENCE along the arc of a curve to the left, a distance of 37.69 feet, said curve has a radius of 307.89 feet, a
delta of 07° 00' 53" and is subtended by a chord bearing North 71° 54' 14" West, a distance of 37.67 feet;
THENCE along the arc of a curve to the right, a distance of 5.58 feet, said curve has a radius of 30.20 feet, a
delta of 10° 35' 41" and is subtended by a chord bearing North 70° 04' 44" West, a distance of 5.58 feet;
THENCE North 89° 19' 45" West, a distance of 477.55 feet;
THENCE South 00° 59' 22" West, a distance of 5.00 feet;
THENCE North 89° 19' 45" West, a distance of 10.00 feet;
THENCE South 00° 59' 22" West, a distance of 15.17 feet;
THENCE North 89° 00' 38" West, a distance of 30.00 feet;
THENCE North 00° 59' 21" East, a distance of 25.00 feet to the Center-East-Northwest 1/64th corner;
THENCE South 89° 19' 45" East, along the north line of said Lot 1, a distance of 567.36 feet;
THENCE along the arc of a curve to the left, a distance of 53.57 feet, said curve has a radius of 153.53 feet, a
delta of 19° 59' 33" and is subtended by a chord bearing South 78° 59' 32" East, a distance of 53.30 feet;
THENCE along the arc of a curve to the left, a distance of 19.16 feet, said curve has a radius of 384.10 feet, a
delta of 02° 51' 31" and is subtended by a chord bearing North 89° 34' 38" East, a distance of 19.16 feet;
THENCE North 08° 09' 29" West, a distance of 9.31 feet to said north line of Lot 1;
THENCE South 89° 19' 45" East, a distance of 20.24 feet, along said North line, to POINT OF BEGINNING 1,
containing 69,429 square feet or 1.60 acres, more or less;
LESS: EXCEPTED AREA
COMMENCING at aforementioned Point A;
THENCE North 86° 00' 02" East, a distance of 20.93 feet to POINT OF BEGINNING 2;
THENCE along the arc of a curve to the right, a distance of 62.42 feet, said curve has a radius of 241.42 feet, a
delta of 14° 48' 46" and is subtended by a chord bearing South 86° 24' 35" East, a distance of 62.24 feet;
THENCE along the arc of a curve to the right, a distance of 48.95 feet, said curve has a radius of 25.00 feet, a
delta of 112° 10' 59" and is subtended by a chord bearing South 22° 54' 42" East, a distance of 41.50 feet;
THENCE along the arc of a curve to the left, a distance of 43.22 feet, said curve has a radius of 169.73 feet, a
delta of 14° 35' 19" and is subtended by a chord bearing South 25° 53' 08" West, a distance of 43.10 feet;
THENCE along the arc of a curve to the right, a distance of 34.41 feet, said curve has a radius of 95.00 feet, a
delta of 20° 45' 05" and is subtended by a chord bearing South 28° 58' 01" West, a distance of 34.22 feet;
THENCE North 21° 09' 10" West, a distance of 118.84 feet to POINT OF BEGINNING 2, containing 5,032 square
feet or 0.12 acres, more or less;
Net Area contains 64,397 square feet or 1.48 acres, more or less;
May be subject to easements, rights-of-way, covenants and restrictions of record.
Exhibit attached hereto and made a part hereof.
SURVEYOR'S CERTIFICATE
I, Robert C. Tessely, a Colorado Professional Land Surveyor, do hereby certify that this property description was
prepared under my personal supervision and checking, that it is true and correct to the best of my knowledge,
information and belief and is in accordance with applicable standards of practice. This is not a guaranty or
warranty, either expressed or implied. {4 CCR 730-1}.
___________________________________________________________________________
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
POINT OF BEGINNING 1
C-N 1/16 CORNER SECTION 2-7-69
FND #6 REBAR WITH
2 1/2" ALUMINUM CAP, ILLEGIBLE
L25
POINT OF
BEGINNING 2
POINT A
L2
2
C43
C44
C45C46
C47
C48
L28
L29
L1
C1
C2 L2
L3
L4
C3
C51
C5
0
C 4 9N2
1
°
0
9
'
1
0
"
W
1
1
8
.
8
4
'
5.0'
C-E-NW 1/64 CORNER
SECTION 2-7-69
FND #6 REBAR WITH
3 1/4" ALUMINUM CAP
STAMPED LS 38106, 2014
N89°19'45"W 477.55'L23
L24
L25
L26
L2
7
S89°19'45"E 567.36'
NORTH LINE OF THE
SE 1
4 OF THE NW 1
4
SECTION 2-7-69
BASIS OF BEARINGS
LOT 1
LAKEWOOD ESTATES
MOBILE HOME PARK
EAST LINE OF THE
SE 1
4 OF THE NW 1
4
SECTION 2-7-69
BEGINNING 2
L11
L12C7
C8
C9
N0
2
°
0
1
'
5
5
"
W
1
8
6
.
6
5
'
L13
C10C11
C12
L14
C13
S79°41'11"W
74.53'
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
N79°41'08"
E
74.76'
C40
L20
C41
L21
C42
L2
2
C
4
C
5
L5
L6
L7
C52
C
N2
1
°
0
9
'
1
0
"
W
1
1
8
.
8
4
'
S0
0
°
0
3
'
0
2
"
E
8
2
7
.
8
0
'
N0
0
°
0
3
'
0
2
"
W
8
2
4
.
1
7
'
20.0'
20.0'
20.0'
20.0'
EXCEPTED AREA
5,032 sq. ft.
0.12 ac.
NET AREA
64,397 sq. ft.
1.48 ac.
TOTAL AREA
69,429 sq. ft.
1.60 ac.
C
6
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
4
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
0'80'
80
LEGEND
PROPERTY LINE
EXHIBIT BOUNDARY LINE
SECTION LINE
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
EXHIBIT
SEE SHEET 5
SOUTH LINE OF THE
NORTH 1
2 SECTION 2-7-69
LOT 1
LAKEWOOD ESTATES
MOBILE HOME PARK
EAST LINE OF THE
SE 1
4 OF THE NW 1
4
SECTION 2-7-69
S0
0
°
0
3
'
0
2
"
E
8
2
7
.
8
0
'
N0
0
°
0
3
'
0
2
"
W
8
2
4
.
1
7
'
L9
L10
L9
C25
C26
L1
5
L1
6
L17
L1
8
L1
9
C27
C28
20.0'
20.0'
L8
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
5
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
NORTH
( IN U.S. SURVEY FEET )
1 inch = feet
0'80'
80
EXHIBIT
LEGEND
PROPERTY LINE
EXHIBIT BOUNDARY LINE
SECTION LINE Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
SEE SHEET 4
LINE TABLE
LINE
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
LENGTH
7.89'
11.62'
18.25'
15.98'
54.99'
41.58'
54.85'
10.82'
824.17'
30.51'
45.96'
20.00'
10.00'
39.01'
55.68'
BEARING
S08° 09' 29"E
N33° 29' 42"E
S56° 30' 18"E
S33° 29' 42"W
S13° 37' 32"W
S02° 01' 55"E
N89° 56' 58"E
N90° 00' 00"W
N00° 03' 02"W
N89° 20' 01"W
S89° 56' 58"W
S81° 53' 29"W
N21° 09' 10"W
S60° 33' 30"W
S00° 50' 40"E
CURVE TABLE
CURVE
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
LENGTH
69.02'
55.04'
48.66'
128.40'
134.59'
90.58'
9.13'
49.56'
101.28'
35.01'
25.32'
60.89'
38.73'
74.47'
28.45'
58.84'
38.13'
49.27'
44.65'
51.62'
21.21'
46.01'
42.92'
64.14'
54.17'
70.90'
RADIUS
261.42'
60.44'
131.84'
149.73'
217.00'
439.00'
459.00'
45.00'
459.00'
60.32'
102.46'
209.50'
116.00'
219.52'
213.14'
235.49'
287.63'
129.56'
396.50'
122.99'
203.96'
426.27'
1077.98'
352.57'
193.40'
514.64'
DELTA
15°07'36"
52°10'09"
21°08'41"
49°07'50"
35°32'16"
11°49'20"
1°08'23"
63°06'20"
12°38'34"
33°15'11"
14°09'22"
16°39'15"
19°07'41"
19°26'14"
7°38'54"
14°19'00"
7°35'46"
21°47'23"
6°27'05"
24°02'46"
5°57'33"
6°11'04"
2°16'52"
10°25'26"
16°02'58"
7°53'35"
BEARING
S87°39'55"E
S54°01'02"E
S37°47'26"W
S02°39'11"W
S04°08'36"E
N01°04'15"W
N06°27'40"W
N02°57'02"W
N06°18'41"E
N66°21'52"W
S89°21'32"W
S67°52'55"W
S70°07'21"W
S69°00'48"W
S57°14'16"W
S46°15'20"W
S35°17'57"W
S20°36'23"W
S06°29'09"W
S08°45'47"E
S23°45'56"E
S29°50'15"E
S34°04'13"E
S29°59'56"E
S16°45'44"E
S04°47'27"E
CHORD
68.82'
53.15'
48.38'
124.50'
132.45'
90.42'
9.13'
47.10'
101.08'
34.52'
25.25'
60.68'
38.55'
74.12'
28.43'
58.69'
38.10'
48.97'
44.62'
51.24'
21.20'
45.99'
42.92'
64.06'
54.00'
70.84'
CURVE TABLE
CURVE
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
C48
C49
C50
C51
C52
LENGTH
68.14'
48.57'
60.51'
43.72'
48.17'
23.29'
60.01'
46.90'
56.88'
40.78'
63.84'
30.69'
81.17'
32.05'
39.11'
28.98'
26.43'
62.35'
37.69'
5.58'
53.57'
19.16'
62.42'
48.95'
43.22'
34.41'
RADIUS
494.64'
173.40'
332.57'
1097.98'
446.27'
223.96'
142.99'
416.50'
149.56'
307.63'
255.49'
232.34'
239.52'
96.00'
229.50'
95.00'
404.10'
173.45'
307.89'
30.20'
153.53'
384.10'
241.42'
25.00'
169.73'
95.00'
DELTA
7°53'35"
16°02'58"
10°25'26"
2°16'52"
6°11'04"
5°57'33"
24°02'46"
6°27'05"
21°47'23"
7°35'46"
14°19'00"
7°34'07"
19°25'03"
19°07'41"
9°45'48"
17°28'51"
3°44'52"
20°35'49"
7°00'53"
10°35'41"
19°59'33"
2°51'31"
14°48'46"
112°10'59"
14°35'19"
20°45'05"
BEARING
N04°47'27"W
N16°45'44"W
N29°59'56"W
N34°04'13"W
N29°50'15"W
N23°45'56"W
N08°45'47"W
N06°29'09"E
N20°36'23"E
N35°17'57"E
N46°15'20"E
N57°11'29"E
N69°02'53"E
N70°07'21"E
N64°27'50"E
N61°12'36"E
S89°07'57"W
N78°41'42"W
N71°54'14"W
N70°04'44"W
S78°59'32"E
N89°34'38"E
S86°24'35"E
S22°54'42"E
S25°53'08"W
S28°58'01"W
CHORD
68.09'
48.41'
60.42'
43.71'
48.15'
23.28'
59.57'
46.87'
56.53'
40.75'
63.67'
30.67'
80.79'
31.90'
39.06'
28.87'
26.43'
62.02'
37.67'
5.58'
53.30'
19.16'
62.24'
41.50'
43.10'
34.22'
LINE TABLE
LINE
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
LENGTH
13.37'
16.10'
15.54'
56.17'
38.77'
44.43'
133.48'
5.00'
10.00'
15.17'
30.00'
25.00'
9.31'
20.24'
BEARING
S02° 16' 34"W
S80° 53' 27"W
N13° 14' 26"W
N00° 50' 40"W
N60° 33' 36"E
N71° 30' 54"E
N21° 09' 10"W
S00° 59' 22"W
N89° 19' 45"W
S00° 59' 22"W
N89° 00' 38"W
N00° 59' 21"E
N08° 09' 29"W
S89° 19' 45"E
REVIEW BY:DRAWN BY:
DATE:
PROJECT:Sheet
Of
Sheets
THIS EXHIBIT IS NOT A
MONUMENTED LAND SURVEY.
IT IS MEANT TO AID IN THE
VISUALIZATION OF THE
ACCOMPANYING WRITTEN
DESCRIPTION. THE WRITTEN
DESCRIPTION SUPERCEDES THE
EXHIBIT DRAWING.
CLIENT:
ARIZONA | COLORADO
epsgroupinc.com970.221.4158
SECTION-TWP-RGE:
S2-T7N-R69W
6
6
S:\Survey Jobs\987-012\Dwg\Exhibits\987-012 TMPC EXHIBIT.dwg
987-012
09/02/25
CAPRI COLORADO LLC
L. SMITH R. TESSELY
EXHIBIT
Robert C. Tessely
Colorado Professional Land Surveyor No. 38470
For and on behalf of EPS Group, Inc.
301 N Howes Street Suite 100 Ft Collins, CO 80521 | (970) 221-4158 | epsgroupinc.com 2 of 2
The electric main line installation will be completed by boring through Soft Gold Park. All work will occur within the
landscaped area of the park; therefore, traffic control will not be required. A permit for work within Soft Gold Park will be
obtained prior to construction. We acknowledge Parks’ notification that penalties may be assessed if park entrances are
closed; however, the park entrance will not be impacted by these construction activities.
A Temporary Construction Easement will be requested prior to construction. This will cover the area for constructing the
proposed items above. The easement area is approximately 62,204 square feet or 1.47 acres. Additional information will
be provided when applying for the TCE.
After installation and revegetation are completed, impacts to the park are expected to be minimal. Should maintenance
be needed, the concrete trail is intended to allow vehicles to access the line with minimal impacts to the adjacent park
surfaces.
Drainage Easement
In addition to the utility easement, the project proposes discharging stormwater into an existing swale located on City
property in the northwest corner of Soft Gold Park. The release rate is approximately 6.60 cfs and will be contained within
the existing swale and drainage facilities that currently serve the adjacent properties to the west. All releases will comply
with City requirements for flow rate and water quality, ensuring they remain contained within the current drainage swale.
An easement for the stormwater discharge is required and is currently being discussed internally with the Natural Areas
Department. This easement, shown on the plat and in the Utility Plans, is proposed to be 30 feet wide and 350 feet long,
extending directly south from the northwest corner of the park along the west property line.
We hope that this letter addresses some of the history of the project and provides clarification on why the current solution
is being pursued. If there are additional questions about anything discussed here, or that arise down the road, please don’t
hesitate to contact me.
Sincerely,
EPS GROUP, INC.
Amanda Poincelot, P.E.
Project Manager
APPENDIX C:
OVERALL UTILTY PLAN SHEET
W W W W W W W W W W
W
W WWW
W
W
W
T
W
S
S
W
T
ELECS
S
T MS
W
W
WM
T
S
MM
W
M
HYD
FO FO
XXX
G G
OHU OHU
FO FO
FO
X
G FO FOG G G
X X
X X X
FO FO
OHU
OHU OHU
W
FO FO
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 X
X
X
X
X
X
X
X
X
X
X
X
X
FO FO FO FO FO FO
G G G G G G
FO FO FO FO FO FO
E
E
E
E E
W
W
W
X
X
OH
U
OH
U
OHU OHU OHU OHU OHU OHU OHU OHU OHU
X
X X
X
X
X
X
X
W W W W W W W W W W
W
W
W
W
W
W
/ / / / / / / /
ACKELSON CONNIE A. 603
W WILLOX LANE,KAFKA, AMY
PITT, JEAN
GBP LLC
EXISTING 10'
UTILITY EASEMENT
12" W 12" W 12" W 12" W 12" W 12" W 12" W
T
UD
UD
IR
E
EE
E
E
VAUL
T
E
E
E
E
E E
E
E
E
E
E
E
EE
E
E
E
E E E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
EE
E
E
E
E
E
E
12
"
S
S
12
"
S
S
12" SS 12" SS 12" SS 12" SS
8"
S
S
8"
S
S
8"
S
S
8" SS 8" SS
8"
S
S
12" SS
12" SS
UD
PEREZ DANIEL A.
400 HICKORY STREET 149
PEREZ DANIEL A.
400 HICKORY STREET 149
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
PROPOSED
FIRE HYDRANT
CONNECT TO EXISTING
12" DIP WATER LINE
EXISTING NCWA WATERLINE
TO BE PROTECTED IN PLACE
EXISTING FH
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED POND
OUTLET STRUCTURE
24" STEEL CASING
TO BE BORED UNDER
UNION PACIFIC ROW
REMOVABLE
BOLLARDS (TYP.)
PROPOSED
FOREBAY
PROPOSED
FOREBAY
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(TO BE DESIGNED BY OTHERS)
FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
(TO BE DESIGNED BY OTHERS)
PROPOSED
UNDERGROUND
ELECTRIC
RAIN GARDEN A
BIOMEDIA AREA
RAIN GARDEN B
BIOMEDIA AREA
EXISTING 20' PRIVATE
DRAINAGE EASEMENT
EXISTING 6' CITY OF
FORT COLLINS EASEMENT
EXISTING 10' MOUNTAIN STATES
UTILITY EASEMENT
EXISTING 30'
NCWA EASEMENT
100' UNION PACIFIC
RAILROAD ROW
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
20' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
30' IRRIGATION EASEMENT
FOR FUTURE CITY OF FORT COLLINS
PARKS DEPT. IRRIGATION LINE
PROPOSED DETENTION POND
SANITARY LINE A
SEE SHEET SS1
SANITARY LINE A7
SEE SHEET SS4
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
WILLOX STORM DRAIN
SEE SHEET ST3
STORM DRAIN C
SEE SHEET ST2
STORM DRAIN B
SEE SHEET ST2
PROPOSED 2'
CONCRETE PAN
PROPOSED 2 - 2'
SIDEWALK CHASES
PROPOSED 4'
SIDEWALK CULVERT
PROPOSED 4'
CONCRETE PAN
w/ 6" CURBS
PROPOSED 2'
SIDEWALK CHASE
PROPOSED 2'
CONCRETE PAN
SA
I
N
T
T
H
E
R
E
S
E
S
T
R
E
E
T
SA
I
N
T
J
E
R
O
M
E
S
T
R
E
E
T
SAINT JOSEPH STREET
MOLLER STREET
SAINT GRACE STREET
WEST WILLOX LANE
PROPOSED 4'
SIDEWALK CULVERT
18' UTILITY EASEMENT
RG A UNDERDRAIN
SEE SHEET U2
PROPOSED 2'
CONCRETE PAN
PROPOSED 4'
SIDEWALK CULVERT
WILLOX WATER LINE
SEE SHEET WT1
WATER LINE B
SEE SHEET WT3-WT4
WATER LINE B
SEE SHEET WT3-WT4
WATER LINE C
SEE SHEET WT5
WATER LINE A
SEE SHEET WT2
WATER LINE D
SEE SHEET WT6
WATER LINE C
SEE SHEET WT5
PROPOSED 4'
CONCRETE PAN
w/ 7" CURBS
RG B UNDERDRAIN
SEE SHEET U2
WILLOX EAST STORM DRAIN
SEE SHEET ST4
EMERGENCY
OVERFLOW
WEIR
PROPOSED 1.5"
IRRIGATION
METER
SANITARY LINE A
SEE SHEET SS1
STORM DRAIN A
SEE SHEET ST1
LOT 3 LOT 8
LOT 10
LOT 9
LOT 7
LOT 6
LOT 1
LOT 2
LOT 4
LOT 5
LOT 14
LOT 13
LOT 12
LOT 6
LOT 8
LOT 7
LOT 5
LOT 11
LOT 10
LOT 9
LOT 1
LOT 2
LOT 3
LOT 4
LOT 9LOT 6
LOT 3
LOT 2
LOT 4
LOT 14
LOT 13
LOT 12
LOT 11
LOT 10
LOT 1
LOT 12
LOT 11
LOT 8
LOT 13
LOT 9
LOT 10
LOT 1LOT 2LOT 3
LOT 4LOT 5LOT 6
LOT 7
LOT 6
LOT 1
LOT 2
LOT 3
LOT 4
LOT 5
LOT 1 LOT 2 LOT 3
LOT 5
LOT 4TRACT B
DE
TRACT A
DE,UE,PAE
TRACT D
DE
TRACT C
DE
BLOCK 3
BLOCK 6
BLOCK 2
BLOCK 4
BLOCK 1
EXISTING
SANITARY
SEWER
MANHOLE
WATER STUB
16" STEEL CASING TO
BE BORED UNDER
UNION PACIFIC ROW
CONNECT TO
EXISTING 12" DIP
WATER LINE
SANITARY LINE A6
SEE SHEET SS3
SANITARY LINE A4
SEE SHEET SS2
PROPOSED
FIRE HYDRANT
PROPOSED
FIRE HYDRANT
SANITARY SEWER STUB
EXISTING 60"
GREELEY WATER
LOT 5
LOT 8
LOT 7
BLOCK 5
W
W
W
WTESTSTA
CONTROLIRR
CONTROL
IRR CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROLIRRCONTROLIRR
W
W
E
E
E
X
X
X
X
X
X
X
X
X
X
X
CSW
H2O
CS
CS
VAULT
ELEC
HYD
CONTROL
IRR
CONTROL
IRR
CONTROLIRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
CONTROL
IRR
ELEC
C.O.
B M
S
OHU
OHU
E
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
W W
Xh2o
XX
SS
SS
SS
SS
SS
SS
W
W
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IRR
IR
R
IR
R
IR
R
IRRIRR
IRRIRR
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
IR
R
E
E
E
E
E
SC
-
1
P
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
PE
R
E
Z
D
A
N
I
E
L
A
.
40
0
H
I
C
K
O
R
Y
S
T
R
E
E
T
1
4
9
14
0
0
W
O
O
D
L
N
HANSON WILLIAM
A/ MERIAM P
EXISTING
RESTROOMS
EXISTING GAZEBO
PROPOSED UNDERGROUND
ELECTRIC (TYP.)
EXISTING 36" WATER LINE
(ANHEUSER- BUSCH)
TEST STATION
COFC CATHODIC PROTECTION
TEST STATION ON CONCRETE PAD
APPROXIMATE LOCATION
EXISTING 24" WATER LINE
(ELCO)
SLEEVES FOR
IRRIGATION
40' ROW
REC. NO. 112202, BOOK 1638 PAGE 616
COFC CATHODIC PROTECTION
PROJECT EASEMENT
(WIDTH VARIES)
PROPOSED 30'
DRAINAGE EASEMENT
BICYCLE COURSE
DOG PARK
SOFT GOLD PARK
BASKETBALL COURTS
EXISTING
PLAYGROUND
BASEBALL DIAMOND
PARKING LOT
WOOD
DUCK
POND
HICKORY STREET
4 - EXISTING 8"
STORM PIPES
SLEEVES FOR
IRRIGATION
SLEEVES FOR
IRRIGATION
EXISTING 6' UTILITY EASEMENT
REC. NO. 112202, BOOK 1638 PAGE 616
SLEEVES FOR
IRRIGATION
STORM DRAIN G
SEE SHEET U3
EXISTING
FIRE HYDRANT
EXISTING
STORM DRAIN
PROPOSED 7'x4'
ELECTRIC VAULT
CONNECT
PROPOSED
ELECTRIC TO
EXISTING BOX
PROPOSED
TURN AROUND
Sheet
WI
L
L
O
X
F
A
R
M
NO
T
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
RE
V
I
E
W
S
E
T
of 60
OU1
OV
E
R
A
L
L
U
T
I
L
I
T
Y
P
L
A
N
5
NORTH
( IN FEET )
1 inch = ft.
Feet08080
80
160 240
NOTES:
EXISTING LOT LINE
EASEMENT LINE
SPROPOSED SEWER SERVICE
WPROPOSED WATER SERVICE
EXISTING WATER MAIN
PROPOSED WATER MAIN
PROPOSED STORM SEWER
LEGEND:
G
T
EXISTING STORM SEWER
EXISTING TELEPHONE
EXISTING GAS
EXISTING SANITARY SEWER
PROPOSED STORM INLET
PROPOSED CURB & GUTTER
PROPOSED SANITARY SEWER
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
PROPERTY BOUNDARY
EXISTING TELEPHONE PEDESTAL
PROPOSED STREET LIGHT
W
SS
PROPOSED LOT LINE
PROPOSED ROW
EXISTING ROW
EXISTING CABLE CTV
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 ALL UNKNOWN
UNDERGROUND UTILITIES.
2.ALL WATER CONSTRUCTION SHALL BE PER THE CITY OF FORT COLLINS UTILITIES
WATER AND WASTEWATER DESIGN CRITERIA MANUAL, EXCEPT THAT NO
MECHANICAL JOINT RESTRAINTS ARE REQUIRED BETWEEN FITTINGS UNLESS
SPECIFICALLY SHOWN ON THE PLAN OR AS REQUIRED FOR ABNORMAL
DEFLECTIONS.
3.ALL WATER FITTINGS AND VALVES ARE ONLY GRAPHICALLY REPRESENTED AND ARE
NOT TO SCALE.
4.ALL WATERLINES SHALL HAVE A MINIMUM OF 4.5' AND MAXIMUM OF 5.5' WATER LINE
COVER FROM FINISHED GRADE TO TOP OF PIPE.
5.UTILITY SERVICES ARE SHOWN IN A SCHEMATIC FASHION ONLY. EXACT LOCATIONS
SHALL BE PER THE REQUIREMENTS OF THE RESPECTIVE UTILITY PROVIDERS, AND
ARE SUBJECT TO CHANGE IN THE FIELD.
6.MAINTAIN 10' HORIZONTAL AND 18" VERTICAL MINIMUM SEPARATION BETWEEN ALL
SANITARY SEWER MAINS, WATER MAINS & SERVICES.
7.REFER TO THE PLAT FOR LOT AREAS, TRACT SIZES, EASEMENTS, LOT DIMENSIONS,
UTILITY EASEMENTS, OTHER EASEMENTS, AND OTHER SURVEY INFORMATION.
8.LIMITS OF STREET CUT ARE APPROXIMATE. FINAL LIMITS ARE TO BE DETERMINED
IN THE FIELD BY THE THE CITY OF FORT COLLINS ENGINEERING INSPECTOR. ALL
REPAIRS TO BE IN ACCORDANCE WITH THE CITY OF FORT COLLINS STREET REPAIR
STANDARDS.
9.ALL MANHOLE RIM ELEVATIONS (EXISTING & PROPOSED) ARE TO BE ADJUSTED TO 14"
BELOW FINISHED GRADE. IF NECESSARY, CONE SECTIONS SHALL BE ROTATED TO
PREVENT LIDS BEING LOCATED WITHIN VEHICLE OR BICYCLE WHEEL PATHS.
10.ALL HOMES SHALL FEATURE 13D SPRINKLER SYSTEMS.
11.ALL HOMES WILL REQUIRE GRINDER PUMP FOR BASEMENT SANITARY SEWER
SERVICE.
12.DEVELOPER/CONTRACTOR SHALL RECEIVE A PERMIT THROUGH THE PARKS
DEPARTMENT PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WORK. THIS
PERMIT WILL INCLUDE ALL REQUESTED DETAILS AND INFORMATION REGARDING THE
USE OF THE PARK PROPERTY FOR ALL CONSTRUCTION WORK AND ACTIVITY, DATES
OF CONSTRUCTION, DETAILS RESTORATION PLANS, ETC.
PROPOSED ELECTRIC E
EXISTING EDGE OF ASPHALT
PROPOSED EDGE OF ASPHALT / / / / / / / /
EXISTING GAS METER
EXISTING WATER METER
EXISTING MAIL BOX M
19' UTILITY EASEMENT
STOP SIGN w/ STREET NAMES A
BSIGN w/ STREET NAMES
CSPEED LIMIT 25
DSTOP SIGN w/ STREET NAMES, NO OUTLET
MATCH LINE - SEE THIS SHEET
MATCH LINE - SEE THIS SHEET
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
KEYMAP
T
WEST WILLOX LANE
HICKORY STREET
SOFT
GOLD PARK
U1
U2
U3
U4
TEMPORARY
CONSTRUCTION
EASEMENT