HomeMy WebLinkAboutSUNRISE RIDGE, FIRST FILING - FDP - 13-05C - CORRESPONDENCE - (4)Topic: Stormwater-Erosion Control
Number: 75 Created: 6/30/2006
[6/30/06] 1. Your construction sequence/BMP installation schedule indicates such
things such as:
Overlot grading will commence first, and continue throughout the project?
The construction of most other items (water/sewer/storm/concrete/etc.) will begin
next and continue throughout the rest of the project?
Etc.
Please provide a more realistic schedule for the beginning/ending of various project
items, and time them appropriately with the BMP's being utilized.
2. On my review set, sheets G1 & G2 still are not indicated as erosion control
sheets. Neither is this designation indicated on the cover sheet table of contents.
None of the other comments appear to be addressed on my review set, either.
Please correct.
Comments from Light and Power:
1. Light and Power is concerned about the steep grades between the sidewalk
and the curb along Strauss Cabin Road. This location must accommodate
underground electrical facilities. Please contact Doug Martine at 221-6700 to
discuss system design in this area.
2. Light and Power may have a conflict with water and sewer services on Lots 7
and 12. For example, on Lot 7, the water and sewer services may have to be
moved from the corner to the middle of the lot.
Comment from Current Planning:
1. Current Planning is concerned about placing street trees within the parkway
along Strauss Cabin Road where the proposed slope is 2:1. Current Planning will
check with the City Forester regarding this planting condition within the public right-
of-way.
Be sure and return all of your redlined plans when you re -submit. If you have any
questions regarding these issues or any other issues related to this project, please
feel free to call me at (970) 221-6750.
Sincerer
Ted Shepard
Chief Planner
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Department: PFA Issue Contact: Carie Dann
Topic: fire
Number: 62 Created: 5/31 /2006
[6/30/06]
[5/31/061 WATER SUPPLY FOR DUPLEXES: Minimum water flow and spacing for
the properties with duplex residences is 1,500 g.p.m. at 20 psi residual pressure,
located not farther than 300 feet to any building, on 600-foot centers
Department: Stormwater-Water-Wastewaterlssue Contact: Wes Lamarque
Topic: Stormwater
Number: 22 Created: 1 /27/2006
[6/30/06] Reminder Comment
[5/31/06] Offsite drainage agreement is needed before signing of mylars.
[3/17/06] This is needed before a hearing.
[1/27/06] Please provide a letter from the owners of the detention pond stating the
modification and expansion of the pond is acceptable and also a maintenance
agreement will be agreed upon in the future.
Number: 25 Created: 1 /27/2006
[6/30/06] Reminder Comment
[5/31/06] Repeat Comment.
[3/17/06] Repeat Comment.
[1/27/06] Off -site drainage easements on the lot to the south, as well as on the
property to the west are required. Letters of intent are required before a public
hearing.
Number: 57 Created: 5/31/2006
[6/30/06] Repeat Comment.
[5/31/06] Detailed grading is required showing a building envelope for each lot.
Even though the lots are larger than the typical, the structures will most likely be
large.
Number: 60 Created: 5/31 /2006
[6/30/06] Please revise the spot elevation on the northeast corner of lot 10.
[5/31/06] Please provide spot elevations at all lot corners and label low points and
high points. See redlined plans.
Number: 74 Created: 6/30/2006
[6/30/06] Please have the 6-foot utility easement on Lot 10 also include a drainage
easement for the storm sewer that runs along the east side of Lot 10.
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at this time. Please note that even if the sidewalk were to be deferred at a later date
the grading shown on the plans needs to be able to accommodate the future
sidewalk.
Number: 50 Created: 5/24/2006
[6/28/06] Please also provide the North Poudre and Larimer County signature
blocks on the cover sheet.
[5/24/06] The pipe on the County property for the Ditch Company on the west side
of Strauss Cabin Road is okay to Engineering provided that the County and the,
Ditch Company sign off on the construction drawings. (The County and the Ditch
Company, as well as the District will need to sign off on the plans before the City
does).
Number: 51 Created: 5/24/2006
[6/28/06] The CDOT M-Standard reference is acceptable. When specifying CDOT
criteria, CDOT does require epoxy doweling. The City does not require the epoxy. It
may be worth noting if the contractor specs this out.
[5/24/06] With ID 26 regarding the use of concrete for Rock Creek Drive, please
then provide a concrete joint pattern detail for the street section.
Number: 53 Created: 5/24/2006
[6/28/06] Carried over for reference.
[5/24/06] In addition to the County signing the plans, please provide an easement
type letter from the County authorizing the grading and utility work being done on
their property for our files.
Number: 71 Created: 6/28/2006
[6/28/06] Please provide flowline profiles for Rock Creek Drive and Daylight Court in
the plan set.
Topic: General
Number: 72 Created: 6/28/2006
[6/28/06] Please revise the property boundary indication on the site, landscape, and
construction drawings to reflect the right-of-way dedication on Strauss Cabin Road.
Topic: Landscape plan
Number: 73 Created: 6/28/2006
[6/28/06] With the 2:1 slopes presently shown for the area between the sidewalk
and Strauss Cabin Road will a parkway strip with street trees be easily maintainable
for the development?
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STAFF PROJECT REVIEW
City of Fort Collins
KELLY SMITH Date: 07/05/2006
7890 PHEASANT RUN LANE
WELLINGTON, CO 80549
Staff has reviewed your submittal for SUNRISE RIDGE, FIRST FILING, PDP AND
FINAL PLANS - TYPE I, and we offer the following comments:
ISSUES:
Department: Engineering Issue Contact: Marc Virata
Topic: Construction Drawings
Number: 26 Created: 1 /31 /2006
[6/28/06] The plans specify using concrete from the east side (not west side) of the
future street connection to the south, this does not address the inadequate cover
concern at the intersection.
[5/24/06] In looking at the current submittal and discussion with the Pavement
Management Engineer, we would allow the substandard cover condition to exist
provided that a concrete street was built for Rock Creek Drive from the west side of
the intersection to the south future street to the intersection with Strauss Cabin
Road. Should an asphalt street section be desired, then the current design will not
be accepted.
[3/21/06] This appears to still be the case with A, Al, and A1-1. Couldn't regrading
occur to provide more fall on this storm line? If there is no alternative in meeting the
standards a variance request is needed and we would likely look to using a concrete
section for Rock Creek Drive from the future street heading south to Strauss Cabin
Road.
[1/31/06] There appears to be several storm sewer lines that have inadequate cover
requirements over the proposed street grade.
Number: 44 Created: 3/21 /2006
[6/28/06] The cross -sections provided in the response letter should be included in
the plan set. The cross sections shown should label cross slopes. In general the
cross sections demonstrate too steep of a grade. Behind the sidewalk 1' of of
clearance (no slope) needs to be maintained and between the sidewalk and Strauss
Cabin Road, 4:1 lopes are the maximum allowed. Grades between the sidewalk and
street appear to be as steep as 2:1.
(5/24/06] The grades shown on Sheet G1 may be of concern with regards to the
placement of the sidewalk. Please provide three cross -sections of the area behind
the sidewalk, the sidewalk, the parkway and Strauss Cabin Road to ascertain if the
sidewalk can be built along this area of steep grades.
[3/21/06] The plans don't appear to clearly show the intent of providing sidewalk
along Strauss Cabin Road abutting Lot 12. In discussion with Transportation
Planning, the sidewalk should be provided at this time. In looking at the grading plan
it is apparent that the sidewalk cannot be provided with the grades proposed.
Please address in the design how the sidewalk can be provided meeting standards
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