HomeMy WebLinkAboutLot Certifications - 08/03/2015Ci�/ of
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slectric. starmwater. wastewater. water
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Fort Collins
700 Wood St.
PO Boxb80
Fart Collins, CO 80522
970.221.6700
970.221.6619 679fax 970.224.6003 TDD
uBli6es@fcgov.com • fcgov.com/utifities
CERTIFICATION OF LOT GRADING
Pursuant to City Code § 26-544 and City Land Use Code § 3.2.2 (e)
�3p- 1.
Date: 08/03/15 COr,t,,J B/-d2D
Permit Application No. B1500833
Address: 339 Caietan Street
Lot: 1 Block: 8
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 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): 08/03/15 , 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 lot/site 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 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 sto ® and off the lot/site in a manner
consistent with the approved drainage plan. SE _ _ tM� KN�T.tStk
By:
PE
CO
NOTE: A COMPLETE cerdficatlon must be submitted at least two weeks prior to a request for a Certificate of Occupancy
for the lotlalte, including but not limited to drawings of the lot/site showing the approved design and as-bulit surveyed
elevations of all structures, drainage and grading features (e.g. swales, retaining walls, lot comers), written
Information/explanation 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
Per the client's request, a representative of CTL has visually observed
and measured elevations of the grading arvond 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 : 339 Cajetan Street
Job#: WY00924.000 Lot: 1 Block: 8
Date: 8/3/2015 Contact: Ken Noe Subdivlsioninling: Old Town North
Background Information:
Referenced Grading Plan: Shear Engineering Corporation
Dated: Job#.
STA#
MEASUREMENT
ELEVATION
REMARKS
1
0.00
63.04
BM/Prop. Corner
2
-0.06
62.98
3
-0.24
62.80
Prop. Corner
4
-0.13
62.91
5
2.56
65.60
6
5.06
68.10
Fin. Floor
7
2.92
65.96
8
1.39
64.43
9
3.27
66.31
10
2.131
65.17
11
0.56
63.60
12
0.52
63.56
13
0.11
63.15
Prop. Corner
14
-0.05
62.99
15
-0.14
62.90
16
0.651
63.69
17
1.49
64.53
18
-0.24
62.80
Prop. Comer
19
-0.31
62.73
High Point
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.
o Rejected (2nd observation required)
Corrective action:
CTL I Thompson, Inc. 1 1103 Old Town Lane, Cheyenne, WY 82009
2.32' N90'00'00"W
7.49' N55'20'58"E
C193:
RADIUS: 15.00'
CHORD: 14.44'
BRG: S28'46'23"E
CAJETAN STREET
`C183,
RADIUS: 214. 9
CHORD: 10.79'
BRG: N88'33'33'W
4-1,0
:
RADIUS: 15.00'
CHORD: 7.11'
BRG: S71'15'24"E
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1'-20' 33724 SWm SL Phwc (970) 499 - 97
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C191:
RADIUS: 15.00'
CHORD: 14.44'
BRG: S28'46'23"E
C784:
RADIUS: 214.50'
CHORD: 51.34'
BRG: N80'14'43"W
SITE PLAN
LOT AREA = 3.040.64 SF
FR DEVELOPMENT
LOT 1, BLOCK 8, 339 CAJETAN
OLD TOWN NORTH SUB.
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