20190179 Ver 1_03_Old Airport Rd_100%_Plans_Rev_Sheet 1-A_To be DocuSigned (2019-07-08)_20190712

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INDEX OF SHEETS
SHEET NUMBER SHEET
1 TITLE SHEET
1-A INDEX OF SHEETS, GENERAL NOTES, AND LIST OF
STANDARD DRAWINGS
1-B CONVENTIONAL SYMBOLS
C-1 THRU C-7 PLAN SHEETS
C-8 THRU C-11 PROFILE SHEETS
CD-1 THRU CD-2 PAVEMENT SCHEDULE, TYPICAL SECTIONS, AND
WEDGING DETAILS
CD-3 DRAINAGE DETAILS
2018 NCDOT SPECIFICATIONS
GENERAL NOTES
EFFECTIVE: 01-16-18
GRADING AND SURFACING OR RESURFACING AND WIDENING:
CLEARING:
THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED
SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES
ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT
ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE
PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A
PROPER TIE-IN.
CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY
METHOD 11. CLEARING WITHIN WETLAND OUTSIDE OF SLOPE STAKES SHALL BE HAND -CLEARED.
SHOULDER CONSTRUCTION:
2018 NCDOT ROADWAY ENGLISH STANDARD DRAWINGS
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" HIGHWAY DESIGN BRANCH -
N. C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N. C., DATED JANUARY, 2018 ARE APPLICABLE TO THIS PROJECT
AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS:
STD.NO.
TITLE
DIVISION 2 - EARTHWORK
EFF. 01-16-2018
200.03 METHOD OF CLEARING - METHOD II
225.02 GUIDE FOR GRADING SUBGRADE - SECONDARY AND LOCAL
225.04 METHOD OF OBTAINING SUPERELEVATION - TWO LANE PAVEMENT
DIVISION 3 - PIPE CULVERTS
300.01 METHOD OF PIPE INSTALLATION
310.10 DRIVEWAY PIPE CONSTRUCTION
DIVISION 5 - SUBGRADE, BASES AND SHOULDERS
560.01 METHOD OF SHOULDER CONSTRUCTION - HIGH SIDE OF SUPERELEVATED CURVE - METHOD I
ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF DIVISION 6 - ASPHALT BASES AND PAVEMENTS
PMP-1 THRU PMP-7 PAVEMENT MARKING PLANS SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 AND STD. NO. 560.02. 654.01 PAVEMENT REPAIRS
EC-1 A THRU EC-21 EROSION CONTROL PLANS SIDE ROADS: DIVISION 8 - INCIDENTALS
X-1 THRU X-28 CROSS -SECTIONS
DRIVEWAYS:
THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE
SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT.
THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS
INVOLVED.
DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD.848.02 USING 3 FOOT RADII
OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS
OR AS DIRECTED BY THE ENGINEER.
STREET TURNOUT:
GUARDRAIL:
UTILITIES:
STREET RETURNS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 848.04 USING
THE RADII NOTED ON PLANS.
THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING CONSTRUCTION
AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT WITH THE ENGINEER
PRIOR TO ORDERING GUARDRAIL MATERIAL.
UTILITY OWNERS ON THIS PROJECT ARE :
CITY OF NEW BERN
CENTURY LINK/EMBARO
SPRINT
CAROLINA POWER AND LIGHT
PIEDMONT NATURAL GAS
ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS, EXCEPT
AS SHOWN ON THE PLANS.
RIGHT-OF-WAY MARKERS:
ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY OTHERS.
SURVEYS:
SURVEYS PROVIDED BY CHANCE AND ASSOCIATES, INC. AND SUPPLEMENTED WITH GIS AND LIDAR
INFORMATION. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXACT LOCATION,
ORIENTATION, AND ELEVATION OF EXISTING UTILITIES AND OTHER SURVEY INFORMATION PRIOR
TO BEGINNING CONSTRUCTION AND/OR ORDERING MATERIALS.
838.01 CONCRETE ENDWALL FOR SINGLE AND DOUBLE PIPE CULVERTS - 15" THRU 48" PIPE 90 SKEW
846.01 CONCRETE CURB,GUTTER AND CURB & GUTTER
848.02 DRIVEWAY TURNOUT - DRIVEWAY GRADES
848.04 STREET TURNOUT
862.01 GUARDRAIL PLACEMENT
862.02 GUARDRAIL INSTALLATION
866.01 CHAIN LINK FENCE
866.04 BARBED WIRE FENCE
876.02 GUIDE FOR RIP RAP AT PIPE OUTLETS
876.04 DRAINAGE DITCHES WITH CLASS 'B' RIP RAP
DIVISION 9 - SIGNING
903.20 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON WOOD POSTS
904.10 ORIENTATION OF GROUND MOUNTED SIGNS
904.20 SECONDARY SIGN MOUNTING
904.30 SUPPLEMENTAL SIGN MOUNTING
904.50 MOUNTING OF TYPE 'D', 'E', AND 'F' SIGNS ON 'U' CHANNEL POSTS
910.20 SIGNING SCHOOL ZONE WITHOUT MARKED CROSSWALK WHERE SPEED REDUCTION IS REQUIRED
DIVISION II - WORK ZONE TRAFFIC CONTROL
1101.01
WORK ZONE ADVANCE WARNING SIGNS
1101.02
TEMPORARY LANE CLOSURES
1101.04
TEMPORARY SHOULDER CLOSURES
1101.05
WORK ZONE VEHICLE ACCESSES
1101.11
TRAFFIC CONTROL DESIGN TABLES
II10.01
STATIONARY WORK ZONE SIGNS
1110.02
PORTABLE WORK ZONE SIGNS
1130.01
DRUM
1135.01
CONES
1145.01
BARRICADES - TYPE III
1150.01
FLAGGING DEVICES
1180.01
SKINNY DRUM
DIVISION 12 - PAVEMENT MARKINGS, MARKERS, AND DELINEATION
1205.01
PAVEMENT
MARKINGS
- LINE TYPES AND OFFSETS
1205.02
PAVEMENT
MARKINGS
- DIVIDED AND UNDIVIDED ROADWAYS
1205.04
PAVEMENT
MARKINGS
- INTERSECTIONS
1205.05
PAVEMENT
MARKINGS
- TURN LANES
1205.08
PAVEMENT
MARKINGS
- SYMBOLS AND WORD MESSAGES
1205.09
PAVEMENT
MARKINGS
- PAINTED ISLANDS
1205.10
PAVEMENT
MARKINGS
- SCHOOL AREAS
PREPARED IN THE OFFICE OFo CARo� 4,, PROJECT:
INDEX OF SHEETS,o�ESS/0N9�9' OLD AIRPORT ROAD
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INC
ENERAL NOTES, & � � SEAL �
REV. No.e REVISION: DATEe DRAWN BY: CHECKED BYe 421 FAYETTEVILLE STREET, SUITE 600 it�o�NIPil PLA�1� ��5;9�y 436 WIDENING
RALEIGH, NORTH CAROLINA 27601 LIST 0 F STANDARD OT USE FOR RW ACQUISITION
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