HomeMy WebLinkAboutLot Certifications - 01/23/2015Utilities
Cityof
electric• stormwater. wastewater. water
Fort
Collins
700 W°°n
PO Box 580
Fort Collins,, CO 80522
970.221.6700
970.221.6619 tax . 970.224.6003 TDD
u1i1xes@a)agov.corim . 1cgov.com/011ities
CERTIFICATION OF LOT GRADING
Pursuant to City Code § 26-544 and City Land Use Code § 3.2.2 (e)
Date: 03/30/15 CO a4or0,04 ors '/23/20rs
Permit Application No. B1403003 1
Address: 399 Osiander Street
Lot: 11 Block: 7
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): 03/30/15 , 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.
® 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 lottsite as constructed are functionally adequate and equivalent to the
specifically approved drainage plan, and will affect storov exv- p -n and off the loUsite in a manner
consistent with the approved drainage plan. SEWN
By:
PE
party)
CO
NOTE: A COMPLETE certification must be submitted at least two weeks prior to a request for a Certlflcate of Occupancy
for the IoVslte, Including but not limited to drawings of the IoVslte showing the approved design and as -built surveyed
elevations of all structures, drainage and grading features (e.g. swales, retaining walls, lot comers), written
Informationtexplanation of discrepancles, 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 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: 399 Osiander Street
Job#: WY00924.000 Lot: 11 Block: 7
Date: 3/30/2015 Contact: Kevin Dewlen Subdivision/tiling: Old Town North
Backaround Information:
Referenced Grading Plan: Shear Engineering Corporation
Dated: Job*
STA#
MEASUREMENT
ELEVATION
REMARKS
1
0.00
65.84
BM/Prop. Comer
2
0.00
65.84
Prop. Comer
3
0.65
66.49
4
1.20
67.04
5
3.30
69.14
Fin. Floor
6
1.75
67.59
7
1.25
67:09
High Point
8
1.00
66.84
9
1.23
67.07
10
-0.20
65.64
11
-0.451
65.39
12
-0.70
65.14
Pro .'Comer
13
-0.90
64.94
Prop. Comer
14
-0.15
65.69
15
-0.45
65.39
16
1.20
67.04
17
0.851
66.69
High Point
18
19
20
21
22
Site: .di ."d
LF .(lb
North
Si!mmary of opinions:
It 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 substitue.
o Rejected (2nd observation required)
Corrective action:
CTL I Thompson, Inc. 1 1103 Old Town Lane, Cheyenne, WY 92009
JDB ra
25-01-29-01
06/09/14
SCALE
1'=20'
DRAWN
RS
RADIUS:
CHORD: aa.ry
BRG: N66'10'29`W
L9,gy
Grown Zn tivi eer I llt.
Structura(E ineari+u� ylnspec s
524 Stow St Phone (070) 498 — 9537
Fort CoBBu. Colorado 80524 Cell: (970) 691 — 4239
reyesss50man.eom
NUS: 977.50'
)RD: 39.71'
N66'11'07"W
SITE PLAN
LOT AREA = 3,207.89 SF
FR DEVELOPMENT
LOT 11, BLOCK 7, 399 OSIANDER
OLD TOWN NORTH SUB.
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