HomeMy WebLinkAboutLot Certifications - 06/19/2015Fort Collins
Date:
05/19/15
Utilities
electric • stormwater . wastewater . water
700 Wood St.
PO Box 580
Fort Collins, CO 80522
970.221.6700
970.221.6619fax . 970.224.6003 TDD
ufilidesCa fcgov.com . lcgov.comNUlifies
CERTIFICATION OF LOT GRADING
Pursuant to City Code § 26-544 and City Land Use Code § 3.2.2 (e)
Permit Application No. B1412045
Address: 356 Pascal Street
Lot: 18 Block: 8
Subdivision: Old Town North Subdivision
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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 stormwater 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): 05/19/15 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):
O The elevations and drainage patterns of the lottsite are in substantial 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 are functionally adequate and equivalent to the
specifically approved drainage plan, and will affect stormwa < n and off the lot/site in a manner
consistent with the approved drainage plan. SEEN PO L/C`A.
By:
a
CO
NOTE: A COMPLETE certification must be submitted at least two weeks pdo?'t-Yr—equest for a Certificate of Occupancy
for the IoUaits, 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 (e.g. swales, retaining walls, lot comers), written
Informationlexplanation of discrepancies, and other Information necessary to confirm the above certification to:
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1
Final Grade Assurance Observation: C T L I T H O M P S O N
Per the client's request, a representative of Cn has visually observed
and measured elevations of the grading eruond the home at the site referenced
below. The fbUowing summarizes our observations end opinions at the Gme of our Gi it
Client: FR Development Site Address : 356 Pascal Street
Job#: WY00924.000 Lot: 18 Block: 8
Date: 5/19/2015 Contact: Kevin Dewlen SubdivisioNfiling: Old Town North
Backaround Information:
Referenced Grading Plan: Shear Engineering Corporation
Dated: Jots:
STA#
MEASUREMENT
ELEVATION
REMARKS
1
0.00
62.04
BM/Prop. Comer
2
0.00
62.04
Prop. Corner
3
1.04
63.08
1
4
2.18
64.22
5
4.66
66.70
Fin. Floor
6
2.59
64.63
7
2.08
64.12
8
3.94
65.98
9
2.74
64.78
Hi h Point
10
1.45
63.49
11
1,15
63.19
12
0.97
63.01
Prop. Corner
13
0.78
62.82
Prop. Comer
14
0.87
62.71
15
1.29
63.33
16
2.54
64.58
17
0.86
62.90
18
.19
20
21
22
Site:
North
Summary of opinions:
It is our opinion that the top of foundation and
g des around the home are consistent with the
above referenced grading plan or are a functionally
adequate substitue.
❑ Rejected (2nd observation required)
Corrective action:
CTL I Thompson, Inc. 1 1103 Old Town lane, Cheyenne, WY 82009
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DATE
11/14/14 Structural Engineering & Inspections
SCALE
1ALE 524 Stover St. Phase: (970) 498 — 9537
DRAVN Fert CcMm, Cdorado 80524 COD: (970) 691 — 4239
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SITE PLAN
LOT AREA = 3,227.53 SF
DEVELOPMENT
18, BLOCK 8, 356 PASCAL
TOWN NORTH SUB.
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