HomeMy WebLinkAboutLot Certifications - 06/16/2014 (3)City of
Fort Collins
Utilities
electric : stortnwater . wastewater . water
700 W ood $t:
.PO Box'580
Fort.Collins, CO 80522
970 2N.6700
00 221.6619 fax , 970.224.6003 TDD
utilities@fcgov.Com + fcgov.com/utilitles
CERTIFICATION OF LOT GRADING
Pursuant to City Code § 26-544 and City land Use Code § 3.2.2 (e)
Date: 06/13/14 Co fit,.C'ss3 v%rw/ 14- iz-s•d
Permit Application No. B1306238
Address: 220 Cajetan Street
Lot: 25 Block: 3
Subdivision: Old Town North Subdivision
I,(Print) Wyatt M. Knutson a Colorado registered professional engineer, verify that the
above referenced property in the City of Fort'Collins; Colorado, has been inspected by me or an appropriately
qualified professional under my direct supervision, and verify that construction of all storinwater facilities and
grading is complete, and that the elevations and drainage patterns shown on the attached drawing(s) which were
developed from a survey performed on (Date): 06/13/14 accurately and truly depict the elevations and
drainage patterns as they existed on the date of the survey: Based on this information, I certify that (check one):
❑ The elevations and drainage patterns of the lottsite are insubstantial conformance with the City approved
drainage and grading plan for the property (information attached). SEE NOTE.
® The elevations and drainage patterns of the lottsite 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 a
specifically approved drainage plan, and will affectsi
consistent' with the approved drainage plan. SEE
By:
adequate and equivalent to the
M KNi
off the lottsite in a -manner
Co
NOTE: A COMPLETE certification must be submitted at least two weeks prior to a request for a Certificate of Occupancy
for the lottsite, Including but not limited to drawings of the Iattaite showing the approved design and as -built surveyed
elevations of all structures, drainage and grading features (e.g. swales, retaining walla, lot comers), written
informationfexplanatlon of discrepancies, and other Information necessary to confirm the above certification to:
D,
Final Grade Assurance Observation: C T L I T H OM P S O N
Per the client's request, a representative of CTL has visually observed and
measured elevations of the grading around the home at the site referenced below.
The following summarizes our observations and opinions at the time of our visit.
Client: - 1--2 Site Address: 12w
Job# --
i✓y'�'o 9' � • �'� Lot: 2.S Block: 3 Filing:
Date: Contact: Subdivision:
Background Information:
Referenced Grading Plan: .!r6r4f f"�5.. �:•. 5 -
Dated: — Job#: r—
STA
Measurement
Elevation
Remarks
2
c>.i9
•,•2
&nNer
3
2,17L:yD
4
1.71
67, atl
5
2•79
4.7.4;j
6
t53
c1.7L
8
9
10
A33
Gs`.SL.
12
403
46>.2L
13
14
15
16
/-2 2
17
.2.73
47.c4.
18
s.6S
44..Q2
19
3.y9
47,47
20
3./4
A7,39
21
3,13
G7.3L.
22
2,v4
GG,ES
23
�, / (
G 9.3 9
Fv �wt
24
Site:
Summary of opinions:
XIt is our opinion that the top of foundation and grades
around the home are consistent with the above
referenced grading plan or are a functionally adequate
substitute.
❑ Rejected (2nd observation required)
Corrective action:
hI . 0 e //31'/
Field Representative Date
M
CTL I Thompson, Inc. 1 1103 Old Town Lane, Suite 20113, Cheyenne, Wyoming 82009
I
48 225!!01-14-01
11/25/13
STALE
1 -201
FN
RS
LOT 25
(LOCK "
STR
Grown
524 Stow St. Phma: (970) 495 — 9537
Fort Colfln, Col.ndo a0524 C-11: (970) 091 — 4239
reyvlsffion..c.
SITE PLAN
LOT AREA - 3,291.32 SF
FR DEVELOPMENT
LOT 25, BLOCK 3.220 CAJETAN STREET
OLD TOWN NORTH SUB.
~ l o/ 2 _l I TOW=6
G31 Co. I
65.56 �/ 3
Ln
;5 23 _
0 30
0
w � /
G29 co
3�: 6= 7.54
G28 0
TOW=67.42
26
G27 25 TO =67.22
/ —
/ 24 I TOW-67
;5 — 2�
e I
m
e
m
6
—e
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G 64 �F �
Daniel Mogen
From:
Daniel Mogen
Sent:
Monday, June 16, 2014 12:09 PM
To:
'Knutson, Wyatt'
Cc:
Kevin Dewlen
Subject:
RE: Final Grade - 220 and 380 Cajetan
Attachments:
photo 1.JPG; photo 2.JPG; photo 3.JPG
The site inspections have been completed, and the SW Eng Final holds have now been released. We are accepting the
engineer stamp as evidence that the lots are in conformance with the approved plan; however, in the inspections, I did
have some concerns that are documented in the attached photos.
At 220, the drainage is not able to make it over the retaining wall and is finding its way through the wall, which is
causing erosion behind the wall. It is recommended to grade to allow flow over the top of the wall (this may be
accomplished with the landscaping and addition of sod, etc.).
Grading -is -done similarly at 380; however, no erosion issues are apparent at this time.
These concerns/photos are documented with the grading certification, which is public record. A remedy to these
concerns is not required to release the hold at this time; however, if you would like to provide documentation showing
any changes, I will add that to the certification.
Also, please show retaining walls on all certifications going forward.
Please let me know if there are any questions.
Thanks,
Dan
Dan Mogen, EI
Stormwater Engineer
City of Fort Collins Utilities
(970)224-6192
dmoeen@fceov.com
From: Knutson, Wyatt [mailto:WKnutson(cbCTLThomoson.com]
Sent: Friday, June 13, 2014 10:41 AM
To: Daniel Mogen
Cc: Kevin Dewlen
Subject: Final Grade - 220 and 380 Cajetan
Dan,
Attached are the final grade certs for 220 and 380 Cajetan. Let me know if you have any questions.
Thanks,
Wyatt M. Knutson, PE
Regional Manager
CTL I THOMPSON, INC.
1103 Old Town Lane 351 Linden Street
Suite 201B Suite 140
Cheyenne, WY 82009 Fort Collins, CO 80524
307-426.4183 970-206.9455
www.ctit.com
Information contained herein is neither necessarily complete nor accurate. Final stamped and signed documents govern. Use of these data is solely at
the user's risk. By accessing the data contained in these files the user agrees to indemnify, hold harmless and defend CTLIThompson Structural
Engineers Fort Collins, LLC, their employees, officers and agents from any and all claims arising from the use of the data.
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