HomeMy WebLinkAboutLot Certifications - 04/23/2003April 7, 2003
Project No: 1090-22-02 SHEAR
ENGINEERING
CORPORATION
Jay Barber
City of Fort Collins Stormwater Utility ��u
P.O. Box 580 /
Ft. Collins, Colorado 80522 {�
Re: Lot 24, Huntington Hills P.U.D. Filing No. 4; Fort Collins, Colorado
924 Huntington Hills Drive
Dear Jay,
This letter serves as final certification for the above referenced address according to the requirements
of the Stormwater Utility in the Stormwater Building Permit Notice for this address and dated
07/03/2002. Certifications include the items noted on. the Stormwater Building Permit Notice and are
as follows:
• Grading certification
• Swale certification
• Finished floor elevation certification
• Property lot comer elevation certification
• Lowest building opening elevation certification
We have visited the site and find that all final grading is complete, functions properly and meets the
intent of the original subdivision grading and drainage design according to the Huntington Hills,
Filing No. 4, Utility Plan by Resource Consultants and Engineers, Inc.; City of Fort Collins approval
date 10/05/94. Also in conformance with the site specific grading plan for this site, prepared by Shear
Engineering Corporation and dated June, 2002; Shear Project No: 1090-22-02. A copy of the site
specific grading plan is attached for your immediate reference.
Attached is a copy of that portion of the Grading, Drainage and Erosion Control Plan from the
subdivision utility plans, of which this site is a part. This is for reference only. Also attached is a
copy of the site specific grading plan for this address. Field shots, which were obtained by Shear
Engineering Corporation, are noted on the site specific grading plan.
If you have any questions, please call at (970) 226-5334.
Shear Engineering
BWS / mad
attachments
cc: Mark Rutt; Rutt Construct, Inc.
S , [ 03
4836 S. College, Suite 12 Ft. Collins, CO 80525 (970) 226-5334 Fax (970) 282-0311 w- w.shearengineering.com
.......................... 1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
PROPOSED 4920
GRADING OF 50
PORTNER
RESERVOIR Horiz Srole : 1 60
Scale: t": 5'
DRAINAGEWAY CROSS
RIPRAP
N SEE DETAIL
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20 DRAINAGE EASEMENT
15" DIAMETER....,
ADS SEE DETAIL
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