HomeMy WebLinkAboutBEST BUY PUD PRELIMINARY - 29 92 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORT0
PRELIMINARY DRAINAGE &
EROSIONiCONTROL REPORT
FOR
BEST BUY P.U.D.
PREPARED FOR
MR. GEORGE HOLTER
PREPARED BY
PARSONS & ASSOCIATES
CONSULTING ENGINEERS
432 LINK LANE PLAZA
FORT COLLINS, COLORADO 80524
(303) 221-2400
PROJECT NUMBER: 92.10 BUY
.* PARSONS & :Nr GfUfo, l B ter JOB NO.
~ F W ( ASSOCIATES. PROJECT P u D, CALCULATIONS FOR PlAf 11 all
CONSULTING ENGINEERS q
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Ft. Collins,Colorado 80524.
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TABLE OF CONTENTS
Introduction
Site Description
Historic Drainage
Master Drainage
Drainage Criteria
Drainage Under Developed Conditions
Erosion Control
Conclusions and Recommendations
Calculations
Grading and Drainage Plan
PRELIMINARY DRAINAGE &
EROSION CONTROL REPORT
FOR
BEST BUY P.U.D.
FORT COLLINS, COLORADO
Introduction
This drainage report has been prepared along with preliminary engineering drawings
to provide design information for the development of a Best Buy retail store along the east
side of South College Avenue between the Fountain P.U.D. Phase 3 and the Market Place .
P.U.D. This report was prepared in conformance with the City of Fort Collins "Storm Drainage
Design Criteria and Construction Standards".
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Site Description
The proposed Best Buy P.U.D. is located in the west one-half of Section 36, Township
7 North, Range 69 West of the 6"' Principal Meridian, City of Fort Collins, Larimer County,
Colorado (see figure 1). The northern portion of the site is also part of Lot 18 of the
Observatory Heights Subdivision. The property is a 2.8454 acre site which sits between the
Fountainhead and Market Place commercial centers. Currently the parcel contains one single
family residence with some smaller farm buildings and is screened from the commercial
centers and South College Avenue by mature trees and other landscaping.
This project will include the construction of a 18,048 square foot retail building with
157 parking spaces. South College Avenue forms the western boundary and Fountainhead
P.U.D. Phase 3 forms the northern boundary. A water line and access will tie to this project
from the north. The adjacent parcel to the east is currently vacant, but is planned for a
commercial building. The southern boundary of this project is adjacent to the Market Place
P.U.D. (Phar Mor Site). Water, sewer, storm drainage and roadway improvements were
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I
PROJECT SITE
VICINITY MAP
N. T. S.
installed as part of the Market Place P.U.D. to provide service to this site.
Historic Drainage
Construction of the adjacent commercial developments has affected the drainage from
this site. Prior to the construction of these centers, water ran from northwest to southeast
towards the Larimer #2 Canal. Drainage from the north was eliminated when the
Fountainhead Project was constructed. Fountainhead sits approximately two (2) feet higher
and diverts water away from this site. A natural ridge along the eastern boundary keeps
water from the undeveloped eastern property away from this site. South College Avenue
drains from north to south in this area and flows are kept in the curb where they are
eventually diverted to the Market Place detention ponds.
The Market Place drainage system provides detention for the Market Place
Development and an outfall line to the Larimer #2 Canal. As part of the Market Place
development, an outfall line was extended into the Best Buy P.U.D. property to drain the low
area that was created. Runoff on the Best Buy P.U.D. parcel currently runs from the edges
of the site to an inlet where it is conveyed to the Larimer #2 Canal.
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I
Master -
Drainage -
The property is located within the Heart Special Improvement District.. Runoff from
areas within this district is limited to 0.87 cfs per acre of developed area before being
discharged into the Larimer #2 Canal. The Final Drainage Report for the Market Place
identifies this site as a separate basin and includes historical flows from this site in the design
of its storm sewer improvements.
Drainage Criteria
The Rational Formula was used to develop flows for this project. The Rational Formula
is an excellent predictor of runoff in basins less then 200 acres.
Drainage Under Developed Conditions
The grading plan for the Best Buy P.U.D. site shows drainage flowing to a detention
pond in the main parking lot west of the proposed building. This grading matches the existing
terrain closely and conforms to the Market Place Drainage Plan. An orifice plate will meter
flows from the detention pond into a storm sewer which will be extended from the Market
Place storm sewer system. Approximately 18,100 cubic feet of detention will be required for
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this`site Thiswolume,can-be�provided irrthe parking lot with .3 feet of freeboard available.
Calculations for the detention pond are attached.
Erosion Control
This project is located within areas of moderate wind and water erosion potential as
identified by the City of Fort Collins.
Wind Erosion
Due to the small size of the site, the protection provided to the site by existing
buildings and the proposed summer construction schedule, no wind erosion problems
are expected and no provisions have been made for wind erosion control.
Water Erosion
The detention pond will also be used as a sedimentation pond to mitigate
erosion caused by stormwater runoff.
0
M
Conclusions and Recommendations
It is recommended that a detention pond be provided to mitigate erosion and storm
water runoff from the proposed Best Buy P.U.D. The detention pond will provide 18,100
cubic feet of detention in the parking lot. Metered flows from the detention pond will be
conveyed through the storm •sewer system provided by the Market Place P.U.D. and
discharged into the Larimer #2 Canal.
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