HomeMy WebLinkAboutAGNEW CAR WASH - PDP - 32-06 - CORRESPONDENCE - UTILITY PLANSNumber: 21 Created: 121112006
[1/11107] Street cut limits should be shown east of the proposed dive approach near the
easterly property boundary.
[1211106] Show and label the proposed limits of street cut on the Overall Utility Plan sheet just
east of the proposed driveway cut and east of the proposed sanitary sewer connection.
The limits of street cut has been moved to the east side of the proposed driveway.
Topic: Technical Services - Survey
Number: 51 Created: 121612006
[1 /11 /07]
[12161061 Please show how Mulberry & Lemay were dedicated.
We have been unable to obtain this information. If you are able to supply it we will be
happy to place it on the plat.
If you have any further questions or comments, please do not hesitate to contact me.
Sincerely,
Jones Engineering Associates, Inc.
Brian Krombein, P.E.
Project Manager
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Number: 64 Created: 111112007
[1/11/07] There is an existing drain pipe at the end of the frontage road that is labelled to be
plugged and abondoned. Please explain how your frontage road design allows for this to occur.
Where will the the water go that was being carried by this pipe. I am assuming that the existing
flow is coming from the ditch near Mulberry and is being conveyed south through the pipe
toward the property and leading to the river ?
No runoff drains to the existing culvert which is designated to be plugged and
abandoned. The culvert apparently was intended to drain the swale between Mulberry
and the frontage road onto the project site. This does not occur because the swale does
not drain to the culvert. Rather, it drains easterly at approximately a 0.5% grade such
that the flowline of the swale at the east end of our mapping is 1 foot lower than the
flowline of the swale at the culvert.
Number: 65 Created: 1/1112007
[1/11/071 Please show drainage patterns on the cul-de-sac using arrows. If drainage is being
conveyed toward the parkway, a swale may be needed in the parkway since no curb and gutter
is being proposed.
Flow patterns and slopes for the cul-de-sac have been added to Sheet C5. A swale has
been added around the cul-de-sac bulb.
Number: 66 Created: 1/1112007
[1/11/07] Please provide all elevations, dimensions and slopes per LCUASS Figure 7-19 on
your street design for the cul-de-sac.
Elevations, dimensions and slopes for the cul-de-sac have been added to Sheet C5.
Number: 67 Created: 111612007
[1116107] The minimum radius required for the turn around is 50 feet per the LCUASS
standards and PFA requirements. The proposed design shows a 48 foot radius. You will need to
submit a variance request with adequate justification for the reduced radius dimension for
consideration and a letter of approval from PFA must be provided.
The asphalt radius has been increased to 50' as requested.
Topic: Engineering - Utiltity Plan
Number. 18 Created: 121112006
[1/11/07] The required parking set back of 50 feet minimum has still not been met. Please
submit a formal variance request with justification. See redline comments.
[1211106] The first few parking stalls off of the frontage road driveway do not meet the minimum
parking set back requirement, see LCUASS Figure 19-6. You may submit a formal variance
request for consideration which will be granted or denied based on site conditions and
justification provided.
A variance request will be submitted by The Frederickson Group.
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Number: 58 Created: 1/1112007
[1/11/071 The approximate limits of street cut should be located east of the proposed drive
approach near the easterly property boundary.
The limits of street cut has been moved to the east side of the proposed driveway.
Number: 59 Created: 1/1112007
[1/11/071 The existing concrete walk at the corner of Mulberry and Lemay was constructed for
the purpose of providing bicyclists a connection to the frontage road to keep them off of
Mulberry. Please provide a concrete walk/path connection from the existing walk to the
proposed frontage road pavement as shown on the redlines. The path should be no less than 5
feet in width.
A concrete walk has been added to the plans to connect the cul-de-sac to the handicap
ramp at the corner of Mulberry and Lemay.
Number: 60 Created: 1/11 /2007
[1/11/07] Please show the proposed power connection to the transformer shown on the west
side of the property.
The proposed power connection to the transformer has been added to the Overall Utility
Plan.
Number: 61 Created: 1/1112007
[1/11/071 If a connection is being made to a Fort Collins -Loveland water main or Boxelder
sewer, a signature block for that district must be provided on the plans. Cover sheet and Overall
Utility Plan sheet.
A signature block for Boxelder Sanitation District has been added to the cover sheet and
the Overall Utility Plan.
Number: 62 Created: 1/1112007
[1/11/07] Please relocate the sign monument out of the ROW.
The monument sign has been relocated outside of the right-of-way.
Number: 63 Created: 111112007
[1/11/07] The detached sidewalk around the cul-de-sac shall be constructed in the Ultimate
location/elevation. Please revise the typical Frontage Road Section and Grading Plan to show
that the concrete sidewalk and parkway will be graded and constructed approximately 6 inches
higher than the street pavement. Standard cross slope for sidewalks and parkways is 2 percent.
Per CDOT, no curb and gutter is required to be constructed on the frontage road for this project.
An earth swale may be needed in the parkway to collect and convey any street drainage in the
cul-de-sac since no gutter is proposed. See redline comments for clarification.
The typical section has been revised to indicate that the sidewalk must be constructed at
the ultimate elevation.
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February 2, 2007
Randy Maizland
City of Fort Collins
Engineering Department
281 N. College Avenue
Fort Collins, CO 80521
Re: Agnew Carwash
Dear Mr. Maizland:
JONES ENGINEERING
ASSOC., I
2120 West Littleton Boulevard, Suite 205
Littleton, Colorado 80120
303-738-0283 • Fax:303-738-0285
The following is in response to comments received from you dated January 24, 2007 regarding
the second submittal of civil engineering plans for this project. Your comments are in italics and
our responses follow.
Topic: Engineering
Number.- 54 Created: 111112007
[1/11/071 Please add the month and year below the title and legal description on the cover
sheet.
The month has been added to the title block on the cover sheet as requested.
Number.' 55 Created: 111112007
[1/11/07] Revise the index on the cover sheet to include the Plat for reference as sheet 2 and
move the detail sheet to the end of the plan set.
The plat has been added to the index of sheets, and placed as Sheet 2 in the
construction plan set.
Number.' 56 Created: 1/1112007
[1/11/071 Per LCUASS Appendix E, 2 City of Fort Collins bench marks shall be provided.
Revise the BM info on the cover sheet accordingly.
Two City benchmarks are now provided on the cover sheet.
Number.- 57 Created: 1/1112007
[1/11/07] A variance request will be required for the parking set back from the frontage road.
Please submit a formal variance request with justification and include this variance request on
the cover sheet, General Note No. 48
A variance request will be submitted by The Frederickson Group.
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