HomeMy WebLinkAboutLot Certifications - 05/02/2008 (2)04 25-08 04:25pm From-CTI./Thampson Inc.
0702060441 T-382 P.002/006 F-480
Citv of Fort Collins
Utilities
electric • stormwater • wastewater • water
CERTIFICATION OF LOT GRADING
Pursuant to City Code § 26-544 and
City Land Use Code § 3.2.2 (e)
Date: April 25, 2008
Permit Application No.:
Address. 2950 Hearthstone Drive
Lot: 10 Block: 1
Subdivision: Homestead PUD 2M Filing
[,(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 someone under
my direct supervision, and verify construction of all stormwater facilities and grading Is complete, and the
elevations and drainage patterns shown on the attached drawing(s) which were developed from a survey
performed on (Date) Aorll 25, 2008 . 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 lot as constructed Is functionally adequate and will
allow for stormwater drainage consistent with the approved drainage plan.
SEE NOTE.
By:
sign , PE stamp)
_Z51-1-inden Street, Fort Collins. Colorado
(address of signing party)
NOTE:
A 200E M eartMan Ion must be submitted. Including but not limited to drawings of the lotfshe showing the approved design and
aabW h survayad elevations of all strucanns, drainage anti grading features (a.% sweles, retaining walls, lot eomeml Whiten
fnf nuallonlexplanaden of diserepancles, ste. to:
Bert 00111118 1l111100s (OM 221 S/00
700 Woad street
Fort Collins, CO smi
At 1 east TWo Wei Prior To Requesting A Certificate Of Occupancy For The Property
Rev. 111106
A*J �/21at
04-25-08 04:25pm From-CTL/Thompson Inc. 9702069441
LOT 10, BLOCK 1, HOMESTEAD P.U.D. 2ND FILING P.L.D. AND P.D,.
2950 HEARTHSTONE DRIVE, FORT COLLINS, COLORADO
OWNER: ROBERT &
LAURA QUAID
BUILDER: BRANNEN
CONSTRUCTION & DESIGN
LA
07ML-MUSTD;NGCOMTDEp10E COLORADO
LEGAL ACMN BASED UPON ANY
DEFECT IN THIS SURVEY WITHIN
THREE YEARS AFTER YOU FIRST
DISCOVER SUCK DEFECT. w NO
EVENT MAY ANY ACTION BASED UPON
ANY DEFECT IN THIS SURVEY BE
COMMENCED MORE THAN TEN YEARS
FROM THE DATE OF THE
CERTIFICATION SHOWN PEON.
I
o �o
SeuL: t' - JC
nmean� vile mmmbedfd Met pl0 101 to the Su�iv� alwwn an ao ncaV plot nMeU
Carroll &Lange;
Pietedonq UONers 0: lm0 S.everye
men 11=mD 51e 270
(070) 29Z-S=
PROJECT. OUAID SITE PLAN
TITLE: HOMESTEAD 20
OESCNED BY: BAR SCE: 7S - S0, SHEET: 1 of t
DRAWN BY; BAR J0B NO. 3892
CHECKED BY; DATE; 7-25-2007 FlLE N0. 3692 L10B1
T-382 P.006/006 F-489
04 25-08 04:25pm From-CTL/Thompson Inc.
0702066441 T-382 P.005/006 F-480
I
m
7,
04-25-08 04:25pm From-CTL/Thaepson Inc.
0702060441 T-382 P.003/006 F-480
Final Grade Assurance Observation:
Per the client's request, a representative of CTL has visually observed and
measured elevadons of the grading around the home at the site referenced below.
The following summarizes our observations and opinions at the time of our vlslL
Client: Site Address: Z950 Hearthstone Drive
Job#: 1=C044 53 Lot: �` Block. �_ Filing: n�
Date: 04f24/O8 Contact: Subdivision: L-joMeSteACI
Backaround Information:
Referenced Grading Plan: binr+hernptnePrj n�
ervlceS,Ine.
Dated: 05 /21 /03 Job#:-NRT= 01-m2,.
STA
Measurement
Elevation
$gglgfg
1
0.00 '
29 71 '
2
0.00'
29.71 '
3
2.a2'
4
3.22'
32.93-
5
4. v5 '
3 .84'
6
3.SIR '
33.60'
7
0.bq •
q.$O'
8
I.65
1.86'
9
3A4'
.65'
10
3.9'
33.b9'
11
4.23'
33.94'
12
4.36'
34.07'
13
4.62'
34.35'
Slab
14
4.60'
.31'
Stake
is
3.29 '
33.00'
16
- I, G5'
28.06
17
2.03'
31.74'
is
4.53'
34.24-
19
7.7 '
NAG'
TlIhiShed Ptoor
20
-0.80
28.9 i'
21
-0_q •
28,72 '
22
-4-47'
Z5.M,
23
2.05'
32.36'
24
.85J'
34. 5G ,
Site:
Summary of opinions:
Alt 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.
o Rejected (tad observation required)
Corrective action_
QiAO t-' 1„ 04/2slo8
Field ILepresc&dvc Date
1
o
i s
Re ewed By Date
CTL I ThImpson, Inc. 1 351 Linden Street, Suite 140, Pt. Collins, CO 80524
04-25-08 04:25pm From-CTL/Thompson Inc.
Final Grade Assurance Observation:
Per the client's request, a representative of cTL has visually observed and
measured elevations of the grading around the home at the silt referenced below.
The following summarizes our observations and opinions at the time of our visit
0702060441 T-382 P.004/006 F-480
CTLITHOMPSON
Client: See Dreyiaulc -DaaP Site Address: See2rPvlo i AW
Job#• Lot: Block: Filing:
Date: Contact: Subdivision:
Background Information:
Referenced Grading Plan: Se pr ntt cxA D� aT---
Dated: Job#:
Meastuement
ovation
Remarks
25
5.GG'
35,37'
lab
26
G_o4'
35.75'
slab
27
-3.35 '
2G.3G -
28
-3.55'
2G. ! '
29
-4.5G'
25.15'
30
G. 31 '
3G.02'
lab
31
-3.50'
26.21'
32
- .Gs'
2G.03'
33
-4.52
25.1 '
34
0.83'
0.54'
35
5.55'
55.2G'
36
2.81'
32.52'
slab
37
- G.04,
23.01'
dra '
38
5, 2'
35.53'
slab
39
4.G3'
.34'
slab
40
3.03'
32.74'
41
-2.02'
27.G9'
42
-1.77'
27.94'
43
0,2 •
29 RS'
0.31'
30.02'
45
-0.03"
ZQ.GS•
46
-039'
2R.33'
47
-350'
26.41'
48
49
50
51
52
53
CIL I Thompson Structural Engineers. LLC 1 351 Linden Street, Suite 140, Ft. Collins, CO 80524