HomeMy WebLinkAboutSite Certifications - 01/30/2018Accepted 1/30/2018 WL
7200 South Alton Way, Suite C400
Centennial, CO 80112
303-740-9393 x Fax 303-921-7320
3930 Sinton Road, Suite 219
Colorado Springs, CO 80907
719-593-2593 x Fax 303-921-7320
X 2900 South College Avenue, Suite 3D
Fort Collins, CO 80525
970-491-9888 x Fax 303-921-7320
MEMORANDUM
To:City of Fort Collins, Bldg Dept.
From:Tim Halopoff, PE
Date:12-22-2017
Subject:Windsong at Rock Creek – Drainage Certificate Supplement
Certification of Site Grading & Drainage - Supplement
Item:
I.Water Quality Basin Cert, B, 1, Note: Not all elevations are within 0.2’ of the approved grading plans, but
the drainage intent has been met without impacts to adjoining properties.
I. Water Quality Basin Cert, B, 3, b: There are several emergency spillways for this site. Pond spillways and
final site spillway to eastern property convey storm flow over low points at Curb & Gutter as shown on the
plans. Spillways will function as designed.
V. Storm Drain Inlets, 4: Storm inlet grates and drain pipes have constructed inverts that are not within the
+0.2’ tolerance, and elevations are not substantially different, but slopes of all pipe have been verified to be
at a minimum 0.4%, which is within industry standard and all flow capacities are met.
V. Storm Drain Inlets, 6:Due to the many small, landscape style inlets on this site, all inlet covers are not
stenciled or stamped “No Dumping-Drains to Poudre River”. Owner will be notified of the requirement and
recommend/notified that parking lot inlets should be marked as such.
Date: 01/09/2018 Subdivision: Windsong At Rock Creek
Address: SiSo Rock Creek Drive
Permit Application #:
Fort Collins, CO 80528
Larimer County Parcel #: 8604208001
Lot: 1
Block: Larimer County Reception #:
(on development agreement)
I, (print) l7I'tr Aw6 I-IA LaP&fP a Colorado registered professional engineer, verify that construction
of all stormwater faci ities 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 No _____ Yes TW
Building Department does not approve grading plans).
2.Certification includes the attached as-built survey dated 11/20/2017 (must be within 60 No _____ Yes TTI-4.
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. No 1H Yes
4.The top of foundation is at least 6 inches above the highest grade surrounding the No 17U Yes
structure.
5.There is a minimum grade of 5% away from the structure within the first 5 to 10 feet No ¶H Yes
adjacent to the residence.
6.All slopes meet or exceed the minimum requirement of 2% (1% is acceptable on single No_____Yes TTH
family lots when the swale is draining the runoff from only two adjoining properties)
and are not steeper than 25% (4:1).
7.All flow lines of stormwater drainage swales area minimum of 6 inches below the No _____ Yes
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. No -Yes TH
Runoff is directed into an appropriate drainage system or lot line swale, and it is not
directed onto neighboring properties.
5/26/16 Page 1
B1602248
9.A smooth transition with no vertical offset (step) in grade is provided at the lot line to all No -Yes 14
adjacent properties.
10.The grading of this lot does not adversely affect neighboring properties or City No_____Yes TIV
infrastructure.
11.Landscaping has been completed prior to survey. If not, please indicate who will be No Yes 73M
responsible for completing landscaping:
12.Final site cleanup has been completed. No Yes T34
13.I personally visited the site as part of the certification process, and in my professional No Yes T3H
opinion, the as-built survey is an accurate representation of the site conditions.
14.Based on this information, I certify that (check one):
D 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:
theJ
Ty'i&r*1 \4a LP F
Email: /
:6 37953 Phone:
Company: t L.LL.
Address: 26D 3,
PE Stamp
Sign and date
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)
WaterUtilitiesEngfcgov.com
Mailing Address
Fort Collins Utilities
ATIN: Water Utilities Engineering
281 North College Avenue
Fort Collins, CO 80521
Questions?
970-221-6700
City of
Fort Collins
- ties
fl ,..,.fl
This unofficial copy was downloaded on Aug-15-2016 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com
For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA
RECORD DRAWING
11/20/2017
9>763;<
9>6>3=:
9>753:>
9>753:=
9>753;8
9>753<6
9>753=6
9>753>6
9>6>3><
9>6>3><
9>76365
9>7637; 9>76397
9>76397
9>76365 9>763=8
9>7739=
9>7738;
9>763>9
9>6>3:9
9>6>378
9>6>3:9
9>77365
9>7738;
9>6>3=8
9>6>3>7
9>753;7
9>7538:
9>76398
9>76378
9>753<7
9>753=:
9>76386
9>753:6
9>753>5
9>7635=
9>7636>
9>753<: 9>7637= 9>6>389
9>7538:
9>753;6
9>6>3=9
9>753=9 9>76366
9>76365
9>7635: 9>7635=
9>7535< 9>75355
9>7539;
9>75399
9>76396
9>75387
9>6>3>5
9>7536;
9>75379 9>75358 9>75385
9>763;=
9>76399
9>76397
9>753:9
9>7639<
9>77355
9>7638;
9>79378
9>75356
9>77397
9>7738:
9>7738:
9>7739>
9>77357
9>7:385
9>77387
9>763>9
9>7638=
9>783:;
9>773==
9>753==
9>76375 9>7737<
9>753>> 9>76399
9>6<388
9>753>7
9>783;8
9>6<3;5 9>753>5
9>783;;
9>7837=
9>77357
9>773:<
9>763=< 9>763==
9>763>9
9>763>8
9>76356
9>7635>
9>75379
9>763;6
9>763<5
9>763>9
9>763;<
9>763>9
9>753;8
9>76358
9>753>9
9>7538:
9>76358
9>76388
9>76398
9>7635<
9>753<6
9>76395
Styj? Fx2gznqy ifyf uwt{niji g~ \fxmgzws Qfsi Xzw{j~nsl1 QQH {nf
Gwnsprfs Ufwysjwx4Htsxywzhynts3
4918.76
4918.02
It|sxutzy Qthfynts
-*%+0(. %.(%/ '(0%)*/
/(&0),+ 1)(2
21.57
22.44
22.48
22.47
21.96
22.01
22.48 21.96 21.89
22.10
21.89
21.84
21.85
21.94
22.36
22.52
22.48
22.51
22.38
22.01
22.13
22.06
22.49
21.70
22.49
21.44
21.43
22.01 22.46
22.45
22.44
21.96
21.46
22.47
763:5
77358
77365
773:8
773:8 77375
7737;
773:8
77375
763:7
773::
7736:
7638:
7739<
77375
763:5
77377
7739>
This unofficial copy was downloaded on Aug-15-2016 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com
For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA
7200 South Alton Way, Suite C400
Centennial, CO 80112
303-740-9393 x Fax 303-921-7320
3930 Sinton Road, Suite 219
Colorado Springs, CO 80907
719-593-2593 x Fax 303-921-7320
X 2900 South College Avenue, Suite 3D
Fort Collins, CO 80525
970-491-9888 x Fax 303-921-7320
MEMORANDUM
To:City of Fort Collins, Bldg Dept.
From:Tim Halopoff, PE
Date:01-11-2018
Subject:Windsong at Rock Creek – Drainage Certificate Supplement
Certification of Lot Grading - Supplement
Item:
3.Not all elevations are within 0.2’ of the approved grading plans, but the drainage intent has been met
without impacts to adjoining properties.
4.For this slab on grade structure, the finished floor elevation is sufficiently higher than adjacent
surrounding grades. Generally the drop from finish floor to finish grade is 6”, except in areas paved with
concrete or in small planting areas with drains.
5.The drainage around the exterior of the structure and within interior courtyards is provided by
inlets/storm drains in slim planting areas. For that reason, the 5% for 10’ cannot be achieved, but drainage on
this commercial site is acceptable.
12/15 Page 1
DURING CONSTRUCTION INSPECTION CHECKLIST
To be completed by Construction Superintendent
This checklist is to be completed during construction and included with the Overall Site and Drainage Certification.
•Use “Yes” for items completed as described.
•Use “N/A” for items that are not applicable to the site being certified.
•If any blanks are “No,” attach an explanation referencing the item number below.
I.Compaction
A.All berms and embankments meet the compaction requirements as specified in the project geotechnical report or comply with the
City’s standard, which is “soils should be compacted within a moisture content range of 2% below to 2% above optimum moisture content
and compacted to 95% of the Maximum Standard Proctor Density (ASTM D698).” Compaction requires verification during construction.
Provide testing log from contractor/engineer.
II.Storm Drain Pipe Installation Requirements
A.The pipe trenches have been compacted in accordance with Section 02225-3.07.A.1. of the Fort Collins Development Construction
Standards (e.g., the trenches in the roadways are to be 95% of maximum density and all other areas are to be at 90%, both in accordance
with ASTM D698).
III. Riprap - FCSCM Vol.1, Ch.7, Sec.4.4.4.3
A.The riprap bedding is a granular bedding of the gradation and thickness indicated on the approved construction plans.
B.A filter fabric was installed instead of granular bedding and is the material shown on the approved construction plans or was an
approved equal. Provide documentation for an approved equal.
C.The riprap is the gradation shown on the approved construction plans with a D50 of .
D.The riprap thickness is as shown on the approved construction plans and extends to the horizontal limits shown.
E.The riprap is buried to the depth indicated on the approved construction plans. (A minimum of 6 inches of soil is required.)
IV. Permanent Erosion Control Fabric - FCSCM Vol.1, Ch.7
A.All fabric was installed per manufacturer’s specifications.
V. Certification of Other Permanent BMPs - FCSCM Vol.2, Ch.8, Sec.2 & FCSCM Vol.2, Ch.12
A.All cut-off walls have been installed in accordance with the approved construction plans. (Cut-off walls are required for irrigation
ditch crossings of storm drain pipes and at the end of flared end sections.)
12/15 Page 2
Permeable Interlocking Concrete Pavers
Post-excavation infiltration rates are consistent with design
infiltration capacity (for “full or partial infiltration” designs)
Impermeable liner meets design specifications
Impermeable liner attached to concrete perimeter wall
Impermeable liner is not exposed
Any penetrations of the impermeable liner have been sealed
and checked for water-tightness.
Meets specifications for:
-Dimensions
-Reinforcement
-Footings
Underdrain pipe is per design specifications
At least one cleanout is provided per underdrain lateral
Cleanout pipe is not perforated
Cleanout covers are installed and watertight
Underdrain is NOT wrapped in geotextile fabric
Underdrain orifice plate installed at outlet structure
Underdrain integrity tested after backfilling using TV and/or
water test
Base coarse (e.g., #2/4) has 90% fractured faces
Bedding coarse (e.g., #89) is thoroughly washed
Sub-base materials are installed and compacted according to
manufacturer’s specifications
PICP area is protected from construction site sediment,
including runoff from the upstream catchment and
Close Out
See Attached Photos
Tested with water
Underdrain wrapped with rock, then wrapped with fabric
12/15 Page 3
Bioretention Cells
Heavy equipment did not travel over bioretention cell during
excavation
Bottom of cell was “ripped” after excavation Photograph before/after “ripping”
Bottom of cell is flat and level Photograph
Excavated area is protected/surrounded by sediment/runoff
control BMPs during construction
Photograph
Overflow inlet elevation is set above bioretention media per
plan (typically 12 inches)
Overflow inlet invert elevation is at least 3 inches below
containment wall/berm (to direct overflow into inlet)
Measure/record distance between inlet and top of
containment wall/berm
Upstream catchment drains to inlet
Forebay is installed according to design specifications
Forebay has flat, concrete bottom
Outlet structure/overflow elevation is confirmed Measure/record distance from overflow to top of media
filter
Impermeable liner meets design specifications
Impermeable liner attached to concrete perimeter wall
Impermeable liner is not exposed
Underdrain pipe is per design specifications
At least one cleanout is provided per underdrain lateral
Cleanout pipe is not perforated
Cleanout covers are installed and watertight
Underdrain is NOT wrapped in geotextile fabric
Underdrain orifice plate installed at outlet structure
Underdrain integrity tested after backfilling using TV and/or
water test
Underdrain wrapped with rock, then wrapped with fabric
Tested with water
I
co
'1
-
_
:
I
H:
.1
1
•
:
-
4
9
1
6
-
-
-t
i
•
-
44
92
I
CI
D
ik
v
01
~
".
C
A
~~
~
2F
F
R
.
Od
0
I
-
(f
l
C
J
m~
~
o
Z
U
?
m
r '-
z
f_'
c
co
O
O
>
O D
~
O
F
z
2J
m
z
~
rI
!
i
--
-
-
-
-
-
-
-
-
-
-
I
=_
_
--
-
-
-
-
-
-
-
-
-
-
-
-
-
z
0
CD
C
D
7
Q
N J
d
00
)
d
j
a
C
G
1 -
F
'
Q
~
i
i
o
r °
n
U)
N ai
II\
I
\'
•
,
\ / \*
,
;
.I
/
1
/
4
f
\
N
, a
N
I
~
t\
A I \
\
/
N
er
'
//
I 'I
1/
//
/ /1
I \
/
/ '
UI
HI
/
b`
6
\I
/
i
i
i
i
}L
-
/
/
t'
,
e`
I
ti
/
Z
\N
:
:
:
'
'
I
z
n
k
~
00
1
w
C
I
'f
/1
n
\
II
f
l
I \ I
-
H
I
IL
CD
cn
/4
•
__
_
—
— I.
• \
II
I
I
(I
F
,
;
:-
:
_
L
I
I
L
cn
CD
li
e
•
S
I
o
I
-
This unofficial copy was downloaded on Aug-15-2016 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com
For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA
RECORD DRAWING
11/20/2017
49
1
8
.
3
6
9>
6
>
3
=
9
9>
6
=
3
5
:
9>
6
=
3
5
:
9>
6
>
3
8
9
9>
6
<
3
9
>
9>
6
<
3
8
>
9>
6
;
3
:
;
9>
6
=
3
<
;
9>
6
:
3
:
7
9>
6
:
3
7
6
9>
7
7
3
5
6
9>
6
>
3
;
8
9>
7
7
3
5
6
9>
6
>
3
6
=
9>
6
>
3
5
6
9>
7
7
3
;
;
9>
6
=
3
;
;
GR
A
T
E
E
L
:
4
9
2
1
.
7
0
18
"
N
Y
L
O
P
L
A
S
T
I
N
L
E
T
Note: As-built data provided by Washburn Land Surveying, LLC via
Brinkman Partners/Construction.
This unofficial copy was downloaded on Aug-15-2016 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com
For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA
RECORD DRAWING
11/20/2017
49
2
2
.
3
6
9>
7
5
3
5
5
9>
6
;
3
<
5
9>
6
;
3
<
5
9>
6
>
3
>
>
9>
6
;
3
7
>
9>
6
;
3
9
=
9>
7
7
3
6
5
9>
7
7
3
;
;
9>
7
6
3
>
9
9>
7
7
3
8
;
9>
7
6
3
9
5
9>
6
:
3
9
:
9>
6
;
3
>
<
9>
6
8
3
6
;
9>
7
6
3
5
<
9>
6
;
3
:
<
9>
6
;
3
;
<
9>
6
;
3
9
<
9>
6
;
3
8
=
49
1
5
.
3
7
Note: As-built data provided by Washburn Land Surveying, LLC via
Brinkman Partners/Construction.
This unofficial copy was downloaded on Aug-15-2016 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com
For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA
RECORD DRAWING
11/20/2017
9>
7
5
3
>
8
9>
6
<
3
8
:
9>
7
6
3
5
<
9>
6
;
3
:
<
9>
6
;
3
;
<
9>
6
;
3
9
<
9>
6
=
3
8
>
9>
6
<
3
7
6
9>
7
5
3
>
>
9>
6
<
3
6
5
9>
6
<
3
6
5
9>
7
5
3
9
>
9>
6
;
3
>
;
9>
6
;
3
>
;
9>
7
6
3
5
<
9>
6
;
3
:
<
9>
6
;
3
;
<
9>
6
;
3
9
<
9>
7
6
3
7
5
9>
6
<
3
>
6
9>
6
<
3
>
6
9>
6
=
3
;
9
9>
7
6
3
;
;
9>
6
>
3
6
6
9>
6
=
3
<
7
9>
6
=
3
<
7
9>
7
7
3
8
:
9>
6
=
3
:
>
9>
6
=
3
:
>
9>
7
6
3
>
<
9>
6
=
3
:
>
9>
6
=
3
:
>
9>
7
7
3
5
7
9>
6
=
3
:
=
9>
6
=
3
:
=
9>
7
7
3
8
7
9>
6
=
3
8
=
9>
6
=
3
8
=
9>
7
6
3
8
=
9>
7
6
3
7
5
9>
6
<
3
>
6
9>
6
<
3
>
6
9>
6
<
3
8
9
9>
7
7
3
:
7
9>
6
>
3
5
<
9>
6
=
3
;
<
9>
6
=
3
:
7
Note: As-built data provided by Washburn Land Surveying, LLC via
Brinkman Partners/Construction.
This unofficial copy was downloaded on Aug-15-2016 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com
For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA
RECORD DRAWING
11/20/2017
9>
6
;
3
>
<
9>
6
8
3
6
;
9>
6
>
3
=
5
9>
6
6
3
>
:
9>
6
6
3
>
:
9>
6
<
3
;
6
9>
5
>
3
<
6
9>
5
>
3
<
6
9>
6
9
3
7
5
9>
5
<
3
>
5
9>
5
:
3
=
:
9>
7
6
3
6
5
9>
6
=
3
:
<
9>
6
=
3
:
<
9>
6
=
3
>
;
9>
6
=
3
5
7
9>
7
7
3
:
7
9>
6
>
3
5
<
9>
6
=
3
;
<
9>
6
=
3
:
7
9>
7
7
3
5
6
9>
6
>
3
:
7
9>
6
>
3
9
6
49
2
1
.
9
4
49
1
9
.
9
1
9>68376
9>6838;
18
"
N
Y
L
O
P
L
A
S
T
I
N
L
E
T
GR
A
T
E
E
L
:
4
9
2
1
.
8
4
Note: As-built data provided by Washburn Land Surveying, LLC via
Brinkman Partners/Construction.
This unofficial copy was downloaded on Aug-15-2016 from the City of Fort Collins Public Records Website: http://citydocs.fcgov.com
For additional information or an official copy, please contact Engineering Office 281 North College Fort Collins, CO 80521 USA
RECORD DRAWING
11/20/2017
9>763;<
9>6>3=:
9>753:>
9>753:=
9>753;8
9>753<6
9>753=6
9>753>6
9>6>3><
9>6>3><
9>76365
9>7637; 9>76397
9>76397
9>76365 9>763=8
9>7739=
9>7738;
9>763>9
9>6>3:9
9>6>378
9>6>3:9
9>77365
9>7738;
9>6>3=8
9>6>3>7
9>753;7
9>7538:
9>76398
9>76378
9>753<7
9>753=:
9>76386
9>753:6
9>753>5
9>7635=
9>7636>
9>753<: 9>7637= 9>6>389
9>7538:
9>753;6
9>6>3=9
9>753=9 9>76366
9>76365
9>7635: 9>7635=
9>7535< 9>75355
9>7539;
9>75399
9>76396
9>75387
9>6>3>5
9>7536;
9>75379 9>75358 9>75385
9>763;=
9>76399
9>76397
9>753:9
9>7639<
9>77355
9>7638;
9>79378
9>75356
9>77397
9>7738:
9>7738:
9>7739>
9>77357
9>7:385
9>77387
9>763>9
9>7638=
9>783:;
9>773==
9>753==
9>76375 9>7737<
9>753>> 9>76399
9>6<388
9>753>7
9>783;8
9>6<3;5 9>753>5
9>783;;
9>7837=
9>77357
9>773:<
9>763=< 9>763==
9>763>9
9>763>8
9>76356
9>7635>
9>75379
9>763;6
9>763<5
9>763>9
9>763;<
9>763>9
9>753;8
9>76358
9>753>9
9>7538:
9>76358
9>76388
9>76398
9>7635<
9>753<6
9>76395
Styj? Fx2gznqy ifyf uwt{niji g~ \fxmgzws Qfsi Xzw{j~nsl1 QQH {nf
Gwnsprfs Ufwysjwx4Htsxywzhynts3
4918.76
4918.02
It|sxutzy Qthfynts
FINISHED FLOOR
ELEV=4922.50
WINDSONG AT ROCK CREEK
SITE AS-BUILT EXHIBIT
LOCATED IN SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO
4025 Automation Way, Suite C4
Fort Collins, CO 80525
970-232-9645
www.WashburnSurveying.com
Sheet 1 of 1 Project #: 2016-0024 Date: Dec. 15, 2017 Scale: 1"=20' Drawn: CDB
NOTE:
ELEVATIONS SHOWN ARE FROM AN AS-BUILT SURVEY OF THE SITE PERFORMED NOVEMBER 3 AND
DECEMBER 14, 2017
NOTICE
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY
WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY
DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS AFTER THE DATE OF CERTIFICATION.
Sc
a
l
e
:
1
"
=
2
0
'
Scale: 1"=40'
WINDSONG AT ROCK CREEK
POND AS-BUILT EXHIBIT
LOCATED IN SECTION 4, TOWNSHIP 6 NORTH, RANGE 68 WEST OF THE 6TH PRINCIPAL MERIDIAN, CITY OF FORT COLLINS,
COUNTY OF LARIMER, STATE OF COLORADO
4025 Automation Way, Suite C4
Fort Collins, CO 80525
970-232-9645
www.WashburnSurveying.com
Sheet 1 of 1 Project #: 2016-0024 Date: Oct. 31, 2017 Scale: 1"=20' Drawn: CDB
NOTE:
ELEVATIONS SHOWN ARE FROM AN AS-BUILT SURVEY OF THE SITE PERFORMED OCTOBER 27TH, 2017
NOTICE
ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY
WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY
DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS AFTER THE DATE OF CERTIFICATION.
Sc
a
l
e
:
1
"
=
2
0
'