20200142 Ver 2_Waterline Construction Proposed Revision Submittal 5.28.21_20210616

May 28, 2021

Mr. Aaron Bullard, PE
Resident Engineer
North Carolina Department of Transportation
1629 Hwy. 258 South
Kinston, NC 28504

Re: Contract No. C204434
Craven County, NC
Bridge #138 and #139 Over the Neuse River on SR-1470
Waterline Construction Revision Narrative

Mr. Bullard,

We are proposing to increase the 12” directional drill by approximately 400 LF as shown on the
attached plan sheets. This proposed modification will extend the bore in an area with a narrow
shoulder and will minimize environmental impacts and make the waterline installation much safer
for the contractor and traveling public. The directional drill is a much more efficient installation
method and overall a better product for the County.

NCDOT agrees with this proposed revision.

The boat ramp will remain open throughout the waterline construction as we plane to bore from
the boat ramp side of the River bridge towards the beginning of the project.

If you have any questions, please do not hesitate to contact this office.

Regards,

Chris W. Brown
Vice President – Bridge Division
Sanford Contractors, Inc.

cc: 10-1300 File
Chris W. Brown
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END HDD UNDER EXISTING ROAD
BEGIN HOD UNDER OVERFLOW WATERS
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42 1 32. LAY BACK EMBANKMENT AT A 3 I
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ELBOW
PROJECT REFERENCE No.
SHEET N0.
B-4484
UC-6
DESIGNED BY: ARV
DRAWN BY: ,ARV
CHECKED BY: RLB
APPROVED BY:
REVISED:
NORTH CAROLINA
DEPARTMENT OF
TRANSPORTAT ION
UTILITIES ENGINEERING SEC.
PHONE: ( 9191707-6690
FAX:[phone]
55 4E0N"p50,--
3/27/2020
UTILITY PLANSNONLYCTIOI
UTILITY CONSTRUCTION
HAROLD HARGETT JR & TONYA H.BYRD
DB 2677 PG 283
DB 781PG 699
BEGIN ROCK PLATING
-LI- POT STA43+55 +7- LT
ABANDON APPROX 470' OF
EXISTING 10" WATER LINE
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PC I SLIDE I5-A
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NOTE:
THE ESTIMATED QUANTITY OF DUCTILE IRON
WATER PIPE FITTINGS ON THIS PLAN SHEET
IS 925 POUNDS. THE ACTUAL QUANTITY AND
TYPE OF FITTINGS WILL VARY BASED ON
FIELD CONDITIONS.
NOTE: PRIOR TO COMMENCING ANY WORK ON ANY TRENCHLESS INSTALLATION
ON THIS PROJECT, PROVIDE A DESIGN FOR THE TRENCHLESS INSTALLATION
CERTIFIED BY AN ENGINEER LICENSED BY THE STATE OF NORTH CAROLINA,
AS REQUIRED BY SUBARTICLE 1550-3(B) OF THE STANDARD SPECIFICATIONS.
CYPRESS S'8 9
FOR -WL- PROFILE: SEE SHEET 9

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PROJECT REFERENCE No.
B-4484
SHEET N0.
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NOTE:
THE ESTIMATED QUANTITY OF DUCTILE IRON
WATER PIPE FITTINGS ON THIS PLAN SHEET
IS 650 POUNDS. THE ACTUAL QUANTITY AND
TYPE OF FITTINGS WILL VARY BASED ON
FIELD CONDITIONS.
-U- PC Sta. 52+10.53
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HAROLD HARGETT JR 8 TONYA H.BYRD
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OPEN TRENCH APPROX 519'
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HAROLD HARGETT JR & TONYA H.BYRD
DB 2677 PC 283
END TIP PROJECT B-4484
LI- POC STA. 54 + 00.00
THE CRAVEN COUNTY WATER DEPARTMENT HAS VERIFIED
THAT THE 6" WATERLINE SHOWN IN THE FINAL SURVEY
IS NO LONGER IN THAT LOCATION. IT IS 48' SOUTH OF
THE FIRE HYDRANT ON NELSON ROAD AND IS NO LONGER
A CONCERN F0'' THIS RELOCATION.
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JUDY K.HEATH
GB 3'34 PG 59
DESIGNED BY: ARv
DRAWN BY: ARV
CHECKED BY: RLB
APPROVED BY:
REVISED:
NORTH CAROLINA
DEPARTMENT OF
TRANSPORTATION
UTILITIES ENGNEERINC SEC.
FAX:( 919/250-4151
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3/27/2020
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UTILITY CONSTRUCTIOI
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NOTE: PRIOR TO COMMENCING ANY WORK ON ANY TRENCHLESS INSTALLATION
ON THIS PROJECT, PROVIDE A DESIGN FOR THE TRENCHLESS INSTALLATION
CERTIFIED BY AN ENGINEER LICENSED BY THE STATE OF NORTH CAROLINA,
AS REQUIRED BY SUBARTICLE 1550-3(B) OF THE STANDARD SPECIFICATIONS.
FOR -WL- PROFILE, SEE SHEET 9

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PROJECT REFERENCE O.
B-4484
SHEET O.
UC-9
DESIGNED BY: ,m/
DRAWN BY: BJF
CHECKED BY: RLB
APPROVED BY:
REVISED:
DEPARTMENT IOFA
TRANSPORTATION
PHUTILITIES ENGINEERING
ONEI 9917 690
FAX:I919)250-4ISI
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3/27/2020
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UTILITY CONSTRUCTION
36 + 00
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