HomeMy WebLinkAboutKINGDOM HALL - FDP - 18-05C - CORRESPONDENCE - (3)Department: Stormwater-Water-Wastewaterlssue Contact: Wes Lamarque
Topic: Drainage
Number: 82 Created: 6/14/2006
[6/14/06] In the text of the report, please add that lot 2 is responsible to connect an
outfall to the property line once an offsite outfall is created.
Number: 83 Created: 6/14/2006
[6/14/06] The City will maintain storm sewer 2A and only part of storm sewer 2, from
inlet 2-1 to the flared -end section. Please remove note on plans stating the City will
maintain all of storm sewer 2.
Number: 84 Created: 6/14/2006
[6/14/06] The grading around detention pond 1 has some errors. See redlined
plans.
Number: 85 Created: 6/15/2006
[6/15/06] Please revise water quality outlet structure per redlines.
Topic: Erosion/Sediment Control
Number: 81 Created: 6/14/2006
[6/14/06] What is the re -vegetation plan for the ponds? Please put a note on the
plan indicating whether they are to be landscaped or just re-vegetated/mulched.
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.
Sincerely:
Ted Shepard
Chief Planner
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Topic: Technical Services -Survey
Number: 86 Created: 6/15/2006
[6/15/06] Please remove hatch lines over text
Number: 87 Created: 6/15/2006
[6/15/06] Show the limits and area for each road dedication
Topic: Timberline Rd
Number: 78 Created: 5/31 /2006
[5/31/06] Refer to Timberline Ultimate Design: the taper length on the left turn lane
northbound does not meet standard design requirements. For a 50 mph design
speed, the taper should be 200 feet.
Number: 79 Created: 6/6/2006
[6/6/06] Add a variance note to sheet 2 for the shallow cover over storm sewer pipe,
Storm 1, shown on sheet 7.
Department: Engineering Issue Contact: Sheri Wamhoff
Topic: Utility plans
Number: 48 Created: 12/2/2005
[5/31/06]
[4/18/06] [12/2/05] Please make sure all documents meet scanning requirements.
See appendix E-6 for requirements.
Number: 66 Created: 4/18/2006
[5/31/06] New proposed drainage easement for the detention pond to the north is
not being shown on the plat.
[4/18/06] The utility plans need to show all the easements being dedicated with the
plat — missing a few.
Department: Engineering Issue Contact: Randy Maizland
Topic: Utility plans
Number: 75 Created: 5/31 /2006
(5/31/06] The property owners name, address and phone number shall be placed
on the cover sheet. A reference to the latest updated soils report shall be placed on
the cover sheet or on the grading plan sheet.
Number: 76 Created: 5/31/2006
[5/31/06] Please remove the City signature approval block from the Demolition Plan
sheet. This plan is for reference only and will not be signed by the City.
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6aSTAFF PROJECT REVIEW
City of Fort Collins
THE FREDERICKSON GROUP, LLC Date: 06/16/2006
C/O DEANNE FREDERICKSON
7711 WINDSONG DR
WINDSOR, CO 80550
Staff has reviewed your submittal for KINGDOM HALL PDP - TYPE II & FINAL
PLANS, and we offer the following comments:
ISSUES:
Department: Engineering Issue Contact: Sheri Wamhoff
Topic: General
Number: 33 Created: 7/12/2005
[5/31/06] Development Agreement information.
[4/18/06] [11/29/05] Keeping this in, so it is transferred to the Development
Agreement.
[7/12/05] Street Oversizing has indicated that a repay agreement for this property
may exist. Please contact Matt Baker for more information.
Number: 34 Created: 7/12/2005
[5/31/06] See Plans for additional comments
[4/18/06] [11/29/05] See plans for additional comments.
[7/12/05] See plans for additional comments.
Topic: Kechter RD
Number: 56 Created: 4/18/2006
[5/31/06] The vertical curve (sag) K value still does not meet the minimum of K=90
for Kechter.
[4/18/06] The vertical curve on Kechter doesn't meet minimum K value.
Number: 59 Created: 4/18/2006
[5/31/06] Vertical curve on ultimate design for Kechter still does not meet the
minimum K value.
[4/18/06] Ultimate Kechter Road. As with the interim the K value does not meet
minimum for the vertical curve.
Department: Engineering Issue Contact: Randy Maizland
Topic: Kechter RD
Number: 77 Created: 5/31 /2006
[5/31/06] Please refer to sheet 10, Kechter interim improvements: A left turn
"bubble" separation must be striped for traffic safety. This is at the request of the
traffic engineer who will be signing the plans.
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