HomeMy WebLinkAboutWESTBROOKE PUD 2ND FILING - 03-90H - CORRESPONDENCE -Project: WESTBROOKE PUD, SECOND FILING, FINAL, #3-90H
Final PUD Plan
#3-90H.REQUEST FOR 41 SINGLE FAMILY LOTS ON 11.47 ACRES; LOCATED ON THE WEST SIDE OF SOUTH SHIELDS STREET,
NORTH OF HARMONY ROAD AND SOUTH OF TROUTMAN PARKWAY (EXTENDED); AND ZONED rlp - RESIDENTIAL LOW DENSITY
PLANNED WITH A PUD CONDITION (LMN - LOW DENSITY MIXED-USE NEIGHBORHOOD DISTRICT UNDER THE NEW LAND USE
CODE). ORIGINALLY SUBMITTED JULY 5, 1994 #3-90C
Project Type:
Project Desc:
File ID: 03-90H Planner: STEVE OLT DMS Project Num: CP96007000
ID Topic Issue Status Round Comment By Initial Date
1 Plan Comments:
The plans are still not ready for approval. There are several missing and
contradictory information shown on the plans.
Pipe sizes for storm sewers are not called out in some locations, in others
sizes are
inconsistent from sheet to sheet. It is not clear what the contractor would
have to build.
There are several water line crossings that are not shown on the utility profile
sheets, and clearances are not called out. Pipe cover is not called out when
minimal.
The basin delineations are still not completely clear.
High Point and Low Point elevations are not called out on the grading plan.
The plat does not reflect a 20 foot drainage eaement centered on the pipe
coming off the inlet at Seneca.
Building envelope shown on Lot 16 encroaches on the easement, please
correct.
The rip-rap detail provided is not specific enough (no sizes called out) for a
contractor to build.
Resolved 1 Basil Hamdan 05/29/2001
2 Ditch Compay Signature on plans.
Please provide a signature from the Ditch Compnay representative on the
plans.
Active 1 Basil Hamdan 05/29/2001
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Project: WESTBROOKE PUD, SECOND FILING, FINAL, #3-90H
ID Topic Issue Status Round Comment By Initial Date
3 Ponding in Westbrooke Drive:
With the new piping configuartion, there will be considerable ponding in
Westbrooke Drive to the overflow condition being reached in Westbrooke
Drive. Please make sure that the ponding does not exceed 18" at the gutter
and 6" at the crown according to City criteria. A similar conditiion could occur
on Seneca Street.
Active 1 Basil Hamdan 05/29/2001
4 Off-site drainage improvements
It is not clear who will build the outfall pipe along Troutman Parkway and out
to the regional detention pond along Shields St. If it is to be built by others,
then this development would be dependent on these improvements being in
place prior to issuance of the first building permit. This will be reflected in the
modified Development Agreement for this subdivision.
Active 1 Basil Hamdan 05/29/2001
5 Erosion Contol Comments
Please contact Bob Zakely to resolve remaining Erosion Control plan
comments.
Resolved 1 Basil Hamdan 05/29/2001
6 add revised plat to utility plan set as reference Active 1 Dave Stringer 08/03/2001
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Project: WESTBROOKE PUD, SECOND FILING, FINAL, #3-90H
ID Topic Issue Status Round Comment By Initial Date
7 Please note that all bolded comments are repeat comments:
Please move the proposed storm sewer to the middle of the 15-foot drainage
easement between lots 16-17. This may be a departure from what you were
told earlier. Sorry for the confusion.
Please provide a note on the storm sewer profile sheet that all storm sewers
shall be inspected by the City.
Please label size and type of all storm sewers on all plans. Please label the
class of RCP on the storm sewer profiles.
Please show all utilities (water lines) on the storm sewer profiles. Please label
clearances between utilities.
According to the street capacity calculations, the capacity in the west side of
Westbrooke Street is exceeded during the 2-year event. Please provide an
upstream inlet that will prevent this from happening. Also, please delineate a
new drainage basin that will help to calculate the amount of flow going to this
inlet. Please provide calculations that show how much is captured by the inlet
in the 2-year and 100-year events.
A small amount of flow bypasses inlet D and continues to inlet B. The excess
flow from inlet D do not appear to be included in the calculations for inlet B.
Please include the excess flows in the analysis of the storm sewer and
consider resizing the inlet.
Please check the inlet calculations for errors. There are many small errors in
labeling and different values shown from page to page.
Please provide ditch company signature to the plans prior to routing of the
mylars.
Please provide the revised Final Plat to the utility plan set for reference.
Erosion/Sediment Control Comments
Sixth Review
August 21, 2001
Active 1 Basil Hamdan 08/21/2001
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Project: WESTBROOKE PUD, SECOND FILING, FINAL, #3-90H
ID Topic Issue Status Round Comment By Initial Date
This plan was originally reviewed January 4, 2000. At that time, several
comments regarding the erosion/sediment control plan were made. It is now
August, 2001, the sixth time I have reviewed the plans, and there are still
some of the original comments that have not been addressed. Please do so.
Erosion/Sediment Control Comments
Westbrooke 2nd
January 4, 2000
The plan needs city standard erosion control notes.
Project schedule must be on the plan.
The report indicates silt fencing and sediment traps are to be utilized prior to
seeding and mulching. The symbol for silt fence doesnt match the (I think)
silt fence shown on the plans, please correct. Also, there should be a note on
the plan indicating that the sediment traps are to be constructed as the first
step in grading, and that they cannot be removed until there is no further
sediment transport concern on the project.
There is an existing wetland on the site, how is it to be protected?
8 As noted previously, clearly define all areas where the water main will depart
from the standard bury depth of 4.5 feet to 5.5 feet.
Active 1 Jeff Hill 08/23/2001
9 Profile of water main shown in the storm sewer profile view does not
correspond to the information shown on the overall utility plan sheet.
Active 1 Jeff Hill 08/23/2001
10 Please correct all information on storm sewer plan and profile sheet to reflect
the correct information.
Active 1 Jeff Hill 08/23/2001
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