HomeMy WebLinkAboutTHE PLAZA @ PAVILION LANE - PDP - 37-07 - CORRESPONDENCE -Number: 67 Created: 12/19/2007
[1/22/08] Add table with lowering elevations/dimensions for each lowering.
[12/19/07] Add water main lowering table with detailed information with lengths, elevations,
etc.
R Done.
Number: 98 Created: 1 /22/2008
[1/22/08] Show curb stops and meter pits on all domestic water services.
R Done.
Number: 99 Created: 1 /22/2008
[1/22/08] Curb stops and fire hydrants must be within utility easements.
R Utility easements have been added to both the plans and the final plat.
Number: 100 Created: 1 /22/2008
[1/22/08] On Shot 3, revise Master Utility Plan Construction Notes as indicated on redlined
plans.
R Done.
Number: 101 Created: 1 /22/2008
[1/22/08] Revise sanitary sewer and storm sewer alignments as shown on redlined plans to
get sanitary MH out of landscaped area.
R The area in question has been revised and the manhole has been moved out of the
landscape area.
Number: 102 Created: 1 /22/2008
[1/22/08] See redlined utility plans for other comments.
R Acknowledged. Accommodated.
Be sure and return all of your redlined plans when you re -submit.
R Redlined plans are being returned with this submittal.
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.
Yours Truly,
Steve Lot
City Planner
cc: Marc Virata, City Engineering
Dana Leavitt, City Environmental Planner
Spirit Hgspitality LLC
Shear Engineering Corp.
The Frederickson Group MC
Intermill Land Surveying, Inc.
Planning & Zoning file #37-07
Page 4
Department: Traffic Operations Issue Contact: Ward Stanford
Topic: Traffic
Number: 95 Created: 1 /16/2008
[1/16/08] Upon review of the area, an exclusive north bound left turn lane with appropriate
storage length and tapers will be required. South bound median will need minor restriping,to
terminate its south end.
R A John F. Kennedy Parkway striping plan is being prepared at this time based on the
recommendations of the traffic impact study. The plan will delineate a north bound left
turn lane with storage length and tapers as recommended by the Delich Associates, the
traffic engineer for the project. The striping plan will be provided immediately upon
availability.
Department: Stormwater-Water-Wastewater Issue Contact: Basil Hamdan
Topic: Stormwater
Number: 103 Created: 1 /24/2008
[1/24/08] Please call out the retaining wall in the detention area on the site plan, indicate
height of wall, since if this wall is higher than 3 feet, than a structural design will be required
at time of building permit.
R The Site Plan has been revised.
Please increase the size of the font for the elevation call outs on the grading plan, as they
are currently hard to decipher (using one eye or even two, maybe).
R This task has not yet been completed.
Please specify the depth of ponding in the parking lot area in the drainage plan and in the
report. Please request in the report a variance to the 12" maximum depth allowable, if such
an instance occurs.
R The detention pond summary table has been expanded to identify the depths in the
parking lot for each ponding area.
R A variance request has been made in the Drainage Report under Section titled "Variance
Request' on Page 12.
Please specify the slope in the bottom of the detention pond in order to assess whether a
drainage pan is warranted there.
R The slope at the bottom of the pond is 0.40%. The slope has been identified on the Master
Grading Plan. The slope of the pond is included in the storm sewer profile. A valley pan
has been excluded due to the water quality component of the pond. If a valley pond in the
bottom of the pond is preferred, please advise.
Please also specify some water tolerant grass seed mix for the detention pond landscaping.
R The detention pond shall be sodded with a blend of three Kentucky Bluegrass cultivars.
(See #13 under landscape specifications on sheet LS-2).
Department: Stormwater=Water-Wastewater Issue Contact: Roiger Buffington
Topic: WaterMastewater
Number: 65 Created: 12/19/2007
[1/22/08] No domestic water services are allowed downstream of fire hydrants.
[12/19/07] Revise Fire Hydrant, Fire line and water service layouts as noted on the redlined
utility plans.
R Done.
Page 3
Number: 97 Created: 1 /18/2008
[1/18/08] Please ensure that if any connecting walkway to a public street sidewalk utilizes
steps/stairs to connect to the street sidewalk system that the steps begin at a minimum of 2'
behind the sidewalk. If steps are to be used, please call these out on the various plan sets.
It's unclear to me if the drawings indicate ramping or the use of steps.
R Most sidewalks connecting to the public walk are conceptual and may be installed with
each building, not with Public Improvements. However, we have updated our conceptual
walks to meet your requirements and have presented a detail identifying the two foot (2)
minimum to the public walk.
Topic: General
Number: 38 Created: 12/18/2007
[1/17/08] It would appear that the additional amount required for TDRF was not provided.
Please note that $1,000 in TDRF is required at final plan submittal in addition to the
$7,957.50 amount owed.
R A check in the amount of $7,957.50 is being provided with this submittal.
R Another check in the amount of $1,000.00 is being provided with this submittal to cover
the TDRF for final plan submittal.
[12/18/07] Per the Development Review Engineering Manager's review of the
Transportation Development Review Fee submittal, an additional $7,957.50 in fees is
required.
R A check in the amount of $7,957.50 is being provided with this submittal.
Topic: Plat
Number: 51 Created: 12/18/2007
[1/18/08] Updated Technical Services comments are as follows:
1. Boundary closes using non -tangent curves.
R Acknowledged.
2. Show bearing and distance along the natural area buffer.
R Acknowledged. Labels have been added to natural area boundary.
3. Landscape plan: Numerous issues of line over text - also would help if crosshatching to
delineate types of mulch was removed and notes/arrows were used instead.
R The line over text issues have been corrected and the crosshatching has been replaced
with revised specifications and labels on the landscape plan.
Number: 94 Created: 1 /15/2008
[1/15/08] The Natural Area Buffer Zone line does not appear to be tied to anything for it to
be located.
R Acknowledged. Labels have been added to natural area boundary.
Page 2
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Ci of Fart Collins
Ennis ssocia es
13994 Turnberry Ct
Broomfield, CO 80023
-a-
STAFF PROJECT REVIEW
Date: 2/4/2008
Staff has reviewed your submittal for PLAZA AT PAVILION LANE PDP -TYPE I, and we
offer the following comments:
February 5, 2008 written response to February 2, 2008 comments
ISSUES:
Department: Engineering Issue Contact: Marc Virata
Topic: Construction Plans
Number: 46 Created: 12/18/2007
[1/15/08] Please have the access ramp on west side of the drive aisle be revised to appear
as the access ramp on the east side of the drive aisle.
R We have revised the access ramp on the west side of the drive isle for the through access.
We have modified the return to provide for access across Pavilion Lane to the south to
the Goodwill site.
[12/18/07] On the plan view of the construction drawings please show the indication of
truncated dome detectable warnings on either side of the driveway out to Pavilion Lane just
to be sure it isn't assumed that scoring lines are needed (realizing that the truncated dome
warnings are accurately reflected on the detail sheets).
R A Supplemental General Note was added to Sheet 1 (Cover Sheet) that reads as follows:
All new handicap ramps shall be constructed according to City standards and include
CDOT standard truncated dome bricks (to be colored river red) according to sheet 1 of 4
of M-608-1 of CDOT Mstandards.
R Construction Note 21 on the Master Improvements Plan has been modified to specify
truncated domes.
Number: 93 Created: 1 /15/2008
[1/15/08] On the ALTA survey, please remove the gray masking that appears over text in
some instances.
R On the ALTA survey the gray masking that appears over text in some instances has been
removed.
Number: 96 Created: 1 /18/2008
(1/18/08] Note 16 on sheet 4 specifies 4" thick sidewalk in right-of-way. This is required to
be 6" thick per LCUASS Detail 1601.
R Construction Note 16 has been revised to represent the correct 6" thickness.
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