SW4210704_Plansheet - Other_20211210 (13)

NOTES:
1. ALL MATERIALS, METHOD OF INSTALLATION, TRAFFIC CONTROL AND
ANY OTHER CONDITIONS OF THE ENCROACHMENT AGREEMENT
SHALL BE PROVIDED BY THE CONTRACTOR IN CONFORMANCE WITH DAVIDSON
COUNTY AND N.C.D.O.T. STANDARDS. ALL PAVEMENT MARKINGS AND SIGNS
'SHALL BE IN CONFORMANCE WITH THE LATEST EDITION OF THE
MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) & NCDOT STANDARDS.
2. THE CONTRACTOR. SHALL PROVIDE FOR STRIPPING
AND PAVEMENT MARKINGS WITHIN THE AREAS OF CONSTRUCTION.
TRANSPORTATION SHALL APPROVE STRIPING LAYOUT
PRIOR TO APPLICATION OF ANY PAINT.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF
ALL EXISTING UTILITIES, AND SHALL CONTACT PERSONNEL
OF THE N.C.D.O.T. AND THE OWNERS OF ANY UTILITIES 5 DAYS
PRIOR TO ANY CONSTRUCTION ACTIVITIES.
4. CONTRACTOR SHALL RELOCATE EXISTING SIGNS, WATER METERS, MAIL BOXES, ETC... THAT
ARE LOCATED WITHIN THE ROAD WIDENING.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A COPY OF THE
ENCROACHMENT AGREEMENT AND WIDENING AGREEMENTS AND SHALL COMPLY
WITH ALL CONDITIONS OF THESE AGREEMENTS.
6. ALL DIMENSIONS ARE TO THE FACE OF CURB IN CURB AND GUTTER SECTIONS AND TO
THE EDGE OF PAVEMENT IN RIBBON PAVED SECTIONS.
7. CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES FOR TEMPORARY BRACING OF
POLES OR REALLOCATIONS IF NECESSARY. OWNER SHALL PAY UTILITY COMPANY COSTS.
8. THE OWNER SHALL BE RESPONSIBLE FOR OBTAINING OFF -SITE CONSTRUCTION EASEMENTS
WHEREVER NECESSARY.
GENERAL NOTES:
1. The Contractor shall be responsible for any damage to gas or water pipes, public or private sewers, drains or culverts, railroad or traffic
signal cables, telephone or power conduits, or other structures. When utility lines that are to be removed are encountered within the area
of operations, the Contractor shall notify the Owner's representative in ample time for the necessary measures to be taken to prevent
interruption of the services. Reasonable care has been exercised in showing the location of existing utilities on the plans. The exact
location of such utilities is not known in all cases. The Contractor shall explore the area ahead of the grading operation by observations,
electronic devices, and by personal contacts with utility companies, and locate such utilities in advance of the trenching or grading
operations, and shall conduct his work so as to eliminate or minimize damage to the existing structures or utilities.
2. As indicated on the Grading/Drainage/Erosion Control Plan, the General Contractor shall be responsible for the provision and routine
maintenance of erosion control devices, either indicated or required by Division of Land Resources Personnel, necessary to comply with the
Sedimentation Pollution Control Act of 1973 and amendments thereto. Any fines resulting from the improper provision or maintenance
of required devices shall be burdened by the General Contractor.
3. The General Contractor shall be responsible for conformance with all current local, state, and OSHA safety codes during all phases of the
work. Contract prices established for the work shall include costs associated with the provision of safety equipment, and personnel necessary
to complete the work, including but not limited to, trench bracing, and personnel licensed by OSHA as competent for evaluating soil stability.
BEFORE YOU DIG!
CALL 811
N.C. ONE -CALL CENTER
IT'S THE LAW!
PAVEMENT MARKING SCHEDULE
PAVEMENT MARKING
LINES
PAY
ITEM
DESCRIPTION
AA -
4" WHITE
EDGE LINE
AB -
4" WHITE
10' SKIP LINE
AC -
4" WHITE
2' MINISKIP
AD -
4" WHITE
SOLID LANE LINE
AO -
24" WHITE
STOP BAR
AT -
8" YELLOW
DIAGONAL LINE
AU -
4" YELLOW
DOUBLE CENTER LINE
PAVEMENT
MARKING SYMBOLS
PAY ITEM
BD
- LEFT TURN ARROW
BE
- RIGHT TURN ARROW
BF
- STRAIGHT ARROW •••)r►
NOTE: THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND
INCLUDE COSTS ASSOCIATED WITH THE PROVISION OF
A DETAILED TRAFFIC CONTROL PLAN. THIS PLAN SHALL
BE PHASED TO CONFORM WITH THE CONTRACTOR'S
CONSTRUCTION SEQUENCE, AND SHALL BE SUBMITTED
TO THE FOLLOWING N.C.D.O.T. OFFICE FOR REVIEW AND
APPROVAL PRIOR TO ANY CONSTRUCTION ACTIVITIES:
1.5" S9.5B OVERLAY
j
VARIES (36' MAX.)
TYPICAL PAVEMENT SECTION DETAILS
NOT TO SCALE
40' 30' 20' 10' 0
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40' 80,
SCALE: 1 "=40'
30' R/W (60' TOTAL)
18' MAX.)
5' 6'* VARIES (12' MAX.) 12' 12' 12' 6'*
SHOULDER
TURN LANE HOULI
1. 5" S9.5B OVERLAY
ON ENTIRE ROAD
1.5" S9.5B 1.5" S9.5B
-1'/FT EX. ROADWAY
4" I19.OB
5" B25.OB
4" I19.OB
24' f VARIES
5" B25.OB ' 6' (MAX.)
kk
TYPICAL SECTION
ROADWAY WIDENING
BIESECKER ROAD ENTRANCE
NOT TO SCALE
* SHOULDER WIDTHS MAY BE REDUCED TO 4' IN FRONT OF OFF —SITE PROPERTIES
TO KEEP THE LIMITS OF CONSTRUCTION WITHIN THE 60' PUBLIC R/W
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