HomeMy WebLinkAboutLot Certifications - 06/29/2015 (10)�� �`/ ®¢
Utilities
electric • stormwater . wastewater . water
Y
6rt Collins
700 Wood St.
PO Box580
Fort Collins, CO 80522
970.221.6700
970.221.6619 fax . 970.224.6003 TDD
utilities@fcgov.com . lcgovcom/utilities
CERTIFICATION OF LOT GRADING
Pursuant to City Code § 26-544 and City Land Use Code § 3.2.2 (e)
Date: 06/26/15
Permit Application No. B1412861
Address: 338 Pascal Street
Lot: 21 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): 06/26/15 , 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):
❑ 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). SEE NOTE:
M 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 s
consistent with the approved drainage plan. SEE
By:
M. KA
off the lot/site in a manner
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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 (e.g. swales, retaining walls, lot corners), written
Inforrnationtexplanstion of discrepancies, and other Information necessary to confirm the above certification to:
Final Grade Assurance Observation: C T L I T H O M P S O N
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Per the client's request, a representative of CTL has visually observed
and measured elevations of the grading aruond the home at the site referenced
below. The following summarizes our observations and opinions at the time of our visit.
Client: FR Development Site Address: 338 Pascal Street
Job#: WY00924.000 Lot: 21 Block: 8
Date: 6/26/2015 Contact: Kevin Dewlen Subdivisionlfiling: Old Town North
Background Information:
Referenced Grading Plan: Shear Engineering Corporation
Dated: JobA
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MEASUREMENT
ELEVATION
REMARKS
1
0.00
61.66
BM/Prop. Comer
2
0.04
61.70
Prop. Corner
3
0.30
61.96
4
2.69
64.35
51
4.72
66.38
Fin. Floor
6
2.52
64.16
7
2.17
63.83
8
2.78
64.44
High Point
9
2.98
64.64
10
2.00
63.66
11
2.14
63.80
12
1.46
63.12
Prop. Corner
13
0.95
62.61
Prop. Corner
14
0.74
62.40
15
1.89
63.55
16
2.66
64.32
17
0.51
62.17
18
19
20
21
22
Site:
North
Summary of ooinions:
grIIt is our opinion that the top of foundation and
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
N
LENGTH: 3.87'—
RADIUS: 15.00'
CHORD: 3.86'
BRG: S89'43'15"W
LENGTH: 21.56' -
RADIUS: 15.00'
CHORD: 19.75'
BRG: S41'10'08"W
LENGTH: 13.17'-
RADIUS: 262.50'
CHORD: 13.17'
BRG: N80'53'57"W
PASCAL S ET
DATER E Vl OW lY 225-01-39-01 Z1'6ti1'6P.eYti1'l, ilC.
12/17/14 Structsrr Enginauin9 is In yutions
SCALE 524 Stover St. Phan (970) 498 — 9537
ORAVMAW Fart Collins, Colorado 80524 Call: (970) 691 - 4239
RS raymf50man.aam
LENGTH: 30.59'
RADIUS: 117.50'
CHORD: 30.50'
BRG: N75'26'17"W
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LENGTH: 27.77'
RADIUS: 262.50'
CHORD: 27.75'
BRG: N76'25'56"W
SITE PLAN
LOT AREA = 3,605.37 SF
R DEVELOPMENT
T 21, BLOCK 8, 338 PASCAL
D TOWN NORTH SUB.
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