HomeMy WebLinkAboutLot Certifications - 09/15/1995t/o/ — /Z C- 0-
Mr. Basil Hamden
City of Fort Collins
Stormwater Utility Department
P.O. Box 580
235 Mathews Street
Fort Collins, CO 80522-0580
Re: Finished Floor Certification
Project No. 10-746-000
Dear Basil:
September 15, 1995
This letter is to certify the finished top of foundation and window well elevations for lot 1,
D"akota_Ridge,-Phase Two-10n September 13, 1995, we surveyed said elevation and found that
those elevations are as follows: Finished top of foundation elevation = 4926.87 and window
well elevation = 4925.19.
According to the approved Utility Drawings dated September 22, 1993, the minimum elevation
for the finished floor is 4916.50. As you can see, the built top of foundation is above this
minimum elevation. Also, at the time of our field investigation of said lot 1, we verified that
the drainage way improvements as constructed in the final overlot grading and drainage have not
been impacted as of this date. These improvements were certified in a letter to you dated May
8, 1995. Said improvements were the low flow concrete drainage pan and rock riprap at the
outlet of the drainage culverts under Creekstone Drive. At this time there were not any fences
constructed on this lot. Therefore, we are requesting the release of the Certificate of Occupancy.
We have attached a portion of the Grading, Drainage and Erosion Control Plan for the said lot.
If we can answer any questions, please feel free to contact us at any time.
Respectfully,
TST, INC. CONSULTING ENGINEERS
harlene A. S owen, P.E.
RAD/lg
TST INC. 748 Whalers Way - Building D 102 Inverness Terrace Fast
! Fort Collins, CO 80525 Suite 105
Consulting Engineers (303) 226-0557 Englewood, CO 80112
Metro Denver (303) 595-9103 (303) 792-0557
Fax (303) 226-0204 Fax (303) 792-9489
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Storm Sewek
To Be /nsaa 40` I
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CRE£KSTONE �I
CULVERT
Instal/ 70 LF. I
27"x42" Eliptical
RCP w/ F.E.S.
On Both Ends
Down Stream End I
Shall Have 20 L.F. 1
Of Type "L` Bum
Riprap On Both
Sides Of The Pon
Extending Up The
Bonk 1 Foot.
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1
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Match Existing
Concrete Pon
And Extend '
To Creekston
1 Culvert
LINE 48
27 LF.
240. R.C.P.
189
M.H..112
Install 4' D/am.
Standard M.H.
419 r-5
UN£ 4C 1
97 LF.
24` R.C.P.
Install concrete I
Combination �I
Bike Path/Swivle A
See Detail On -�9-
This Sheet
4 �I
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>.34 Ac.
Jr Regional
Storm sewer
To Be Installed
By Others
►1
187
Inlet 54 \ ? 181
1�8 Instal/ 12' Standard
Type -R' Inlet
2B
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24 R.C.P.
In/et 5B /
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Instal/ 9' Stando
Type 'R" Inlet
/ 167 89
A/.H. /13 — _... .._-..
Instal/ 4' Diam. ^
Standard M.H. .-..., - .......
158
1.22 I Ac- 90
� 1
1� LINE 4D
402 LF.
240 R.C.P.
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