HomeMy WebLinkAbout20130037 Ver 1_201-04-15_P-5204_PLFI_Summary_20140425NORTH CAROLINA
RAILROAD
C° M P A n Y Meeting Summary
NCDOT RAIL
DIVISION
NORFOLK
SOUTHERN
PIEDMONT IMPROVEMENT PROGRAM
Meeting Purpose: P -5204 - McLeansville Road Grade Separation Pre -LET Field Inspection
Date / Time: April 15, 2014 at 9:30 a.m.
Location: Highway Division # 7 Office in Greensboro - 1584 Yanceyville Street, Greensboro
Name
Representing
Email /Phone
David Bass
Atkins
david.bass @atkinsglobal.com
919 - 431 -5254
Aaron Carr
NCDOT
aacarr @ncdot.gov
Glen S. Cranford
NCDOT — Locations &
scranford @ncdot.gov
Surveys Unit
336- 318 -4040
Patty Eason
NCDOT — Div 7
peason @ncdot.gov
336- 487 -0000
Heather Fulghum
NCDOT — R/W
hfulghum @ncdot.gov
336- 334 -3515
Brian Gackstetter
NCDOT - Rail
begackstetter @ncdot.gov
919- 715 -9357
Barry Harrington
NCDOT — REU
bwharrington @ncdot.gov
919- 776 -2279
J.P. Ingram
NCDOT — Div 7
pingram @ncdot.gov
336- 487 -0150
James I. Marley, Jr.
NCDOT — Paul Ingram Office
jimarley @ncdot.gov
336- 487 -0150
Lisa Moon
Atkins
lisa.moon @atkinsglobal.com
919 - 431 -5253
John F. Oglesby
Atkins
john.oglesby @atkinsglobal.com
Bryon Palmer
HMM / NCDOT - Rail
bryon.palmer @hatchmott.com
919- 819 -4878
Matthew Payne
Atkins
matthew.payne @atkinsglobal.com
919 - 431 -5294
Jahmal Pullen
NCDOT — Rail
jmpullen @ncdot.gov
919- 715 -8748
Darren Scott
NCDOT
dscott @ncdot.gov
336- 318 -4035
R.E. Smith
NCDOT
Sandy Smith
Axiom Environmental, Inc.
ssmith @axiomenvironmental.org
919- 270 -9306
Chris Smitherman
NCDOT — Div. 7
csmitherman @ncdot.gov
336- 487 -0075
Sandra Stepney
NCDOT - Rail
sastepney @ncdot.gov
919- 715 -0296
Jeff Stafford
NCDOT — Div 7
jstafford @ncdot.gov
Ritchie Tuttle
Carolina Land / R/W
rtuttle @carolina- land.com
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P -5204 PLFI
April 15, 2014
D.B. Wright
NCDOT — Locations &
dbwright @ncdot.gov
Surveys Unit
336- 318 -4040
Conference Call
Kevin Fischer (phone)
NCDOT — Structures
wkfischer @ncdot.gov
919- 707 -6514
Joseph Ishak (phone)
NCDOT - WZTC
jishak @ncdot.gov
919- 662 -4342
Helen Shyu (phone)
NCDOT — WZTC
hshyu @ncdot.gov
919- 661 -5799
Dave Wanucha
Division of Water Resources
dave.wanucha @ncdenr.gov
phone
Roger Worthington
NCDOT — Utility
rorthington @ncdot.gov
(phone)
919- 707 -6975
Summary:
Below is a brief summary of the main topics discussed at the meeting along with any action items as
a result of those discussions:
General
i. For all sheets, ROW markers should be placed by the contractor. All ROW marker
symbology will need to be adjusted.
ii. Add detail sheet to 2- series illustrating the contaminated soils on the project.
iii. A PUE will be added to parcels 10, 11, 15 and submitted as ROW Revision.
iv. R. Worthington will work with S. Stepney and P. Eason on proper way to add the
Greensboro waterline to the contract.
V. The Division Let widening at the Frieden Church Road railroad crossing has been let to
contract.
vi. J. Pullen to follow up with Kirby Warrick to verify no additional crossing improvements will
be required for the existing Frieden Church Road crossing.
Sheet 1
i. Vicinity map — label Carmon Road.
ii. Project Layout — show private crossings to be removed. Provide a note referencing the
sheets for the crossing removals.
iii. Keep Sheet 8A in the plan sheets.
iv. It was noted that this project will utilize both clearing methods II and I II as directed by the
Resident Engineer.
Sheet 1A
i. Delete information shown on sheet and leave as blank per standard process. Each
section should be provided in DOC format separately.
Sheet 1 B thru 1 G
i. No comment.
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P -5204 PLFI
April 15, 2014
Sheet 2
i. Detail showing method of wedging — verify pavement layer designations.
ii. P. Eason was concerned with the usage of B mix on this project. P. Eason will contact
Clark Morrison with Pavement Management to discuss further. If changes are required,
she will provide further direction.
iii. Review typical sections for -L- and provide for super elevation as necessary.
iv. Remove typical section 2A.
Sheet 2A
i. Typical section 1 B — Review paved shoulders provided. Left paved shoulder may need to
be 4' due to need for temporary traffic control barrier. Right paved shoulder may not be
necessary. D. Bass to verify and discuss with S. Stepney.
ii. May utilize trench section for typical section 1 B.
Sheets 2B
i. No comment.
ShPP+C %r
Typical section 7 — remove "OLD" from road name.
Sheets 2D
Typical section 7A — remove "OLD" from road name.
Sheets 2E
i. Add title to this Detail Sheet.
ii. Remove note "ADDRESS MARKER TO BE REMOVED" for parcel 11.
iii. For note "EX. SIGNS TO BE REMOVED" add "BY RAILROAD CONTRACTOR ".
iv. Review `Notes' and revise /delete as needed
Sheets 2F
i. Add title to this Detail Sheet.
ii. J. Pullen to ask NCRR if nothing, earthen berms or other may be utilized in place of the
guardrail sections for the private road closures.
iii. Remove 2 notes for "NEATLY SAWCUT EXISTING PAVEMENT" and adjust symbology.
iv. Revise note "EX. RAILROAD SIGNAL TO BE REMOVED BY RAILROAD
CONTRACTOR ". Replace "SIGNAL" with "CROSSBUCKS ".
V. Adjust legend bottom right of page to show only obliterate.
vi. Notes — Remove note #1.
vii. Notes — Adjust note #5 to read "CONTRACTOR SHALL OBLITERATE DESIGNATED
AREAS SHOWN WITHIN EXISTING RAILROAD RIGHT OF WAY UNLESS
OTHERWISE DIRECTED BY ENGINEER."
viii. Review `Notes' and revise /delete as needed
13
P -5204 PLFI
April 15, 2014
Sheets 2G
i. Add title to this Detail Sheet.
ii. Adjust note "15" RCP TO BE REMOVED BY OTHERS REGRADE DITCH" north side of
track to 15" RCP TO BE REMOVED BY RAILROAD CONTRACTOR AND REGRADE
DITCH ".
iii. Adjust legend bottom right of page to show only obliterate vs. gravel removal. Adjust note
pointer on plan to point to the obliteration of the gravel driveway.
iv. Review `Notes' and revise /delete as needed
Sheets 2H
i. Parcel 19- parcel number and property information shown twice. Remove one.
Sheets 21
i. No comment.
Sheets 2,11
i. No comment.
Sheet 3A
i. NCDOT requested the new 2' cover standard be investigated for this project.
ii. Additional comments to be provided on standard comment form.
Sheet 313
i. Summary of Earthwork — Add column for "UNDERCUT"
Sheet 4
i. Add "DO NOT DISTURB" note to well pump house approx. -L- Sta. 12 +70 LT. under the
'TDE' line.
ii. For the pond to be drained on parcel 2, ROW will verify if the pond still requires seeding.
iii. Parcel 4 approx. -L- Sta. 15 +00 to 16 +00 RT. designated TIDE in conflict with the septic
drain lines. TIDE is for erosion control measures. Atkins and REU to investigate a
different methodology to treat water without disturbing septic.
Sheet 5
i. Frieden Church Road name misspelled at approx. -Y2- Sta. 14 +00 RT.
ii. Remove "OBLITERATE" notes before /after the existing crossing
iii. Parcel 11 — remove note "SEAL EXISTING WELL ".
Sheet 6
i. Frieden Church Road name misspelled at approx. -Y2- Sta. 22 +00 RT.
Sheets 7
i. Pipe # 0701 — Atkins to verify if an endwall is required.
Sheets 8
i. Label existing Bethel Church Road.
Sheets 8A
i. Fix spelling of "Bradshaaw ".
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P -5204 PLFI
April 15, 2014
Sheets 9 Thru 14
Show undercut as appropriate.
TMP
i. TMP -13 — I Ishak provided a comment to possibly remove the use of message boards.
P. Eason considering and will provide her preference soon.
PMP
i. PMP -03 — check intersection stop bar locations.
Erosion Control
i. No Comment.
Signing Plans
i. No Comment.
Cross Sections
No Comment.
Structure Plans
i. Atkins noted that the plans provided are not complete. This was not a standard submittal.
Next submittal for 90% plans is anticipated for May 7, 2014.
ii. A copy needs to be distributed to SMU, Division 7 and the Area Bridge Engineer — Darin
Waller.
P )gc 15