GATES COUNTY - NCDOT
9
STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO. F. A. PROJ. NO. DESCRIPTION NO. TOTAL SHEETS N.C. SHEET LOCATION: DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 1 2019CPT.01.14.20212.1, ETC. 2019CPT.01.14.20212.1 2018 STANDARD SPECIFICATIONS PROJECT LENGTH 113 Airport Dr., Edenton NC, 27932 DIVISION OF HIGHWAYS Prepared in the Office of: DIVISION PROPOSALS ENGINEER T F T N E M T R A P E D S T A T E O F O N R H T C A R O L N A I N O I T A T R O P S N A R O CHOWAN COUNTY OF WORK: LENGTH OF ROADWAY PROJECT MAP 2 = 0.36 MI. LENGTH OF ROADWAY PROJECT MAP 3 = 0.15 MI. LENGTH OF ROADWAY PROJECT MAP 1 = 4.37 MI. ASPHALT SURFACE TREATMENT MAPS 1-3 MAP 3 SR 1291 FROM DEAD END TO SR 1290 MAP 2 SR 1290 FROM DEAD END TO SR 1218 DIVISION DESIGN ENGINEER S. P. FENWICK, PLS DIVISION PROJECT TEAM LEAD W. B. HOBBS, P.E. C. E. SLACHTA MAP 1 MAP 1 SR 1319 FROM SR 1316 TO BEGIN 3 LANE MAP 3 MAP 2
Transcript of GATES COUNTY - NCDOT
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2019CPT.01.14.20212.1, ETC. 5
*
MAINTENANCE
CHOWAN
NC DOT CHOWAN MAINTENANCE FACILITY - CHOWAN COUNTY
134 Sandy Ridge Rd
Tyner, NC 27980
PROJECT REFERENCE NO. SHEET NO.
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2019CPT.01.14.20212.1, ETC. 6
*
NC DOT GATESVILLE MAINTENANCE FACILITY - GATES COUNTY
304 US Highway 158 West
Gatesville, NC 27938
MAINTENANCE
GATESVILLE
PROJECT REFERENCE NO. SHEET NO.
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2019CPT.01.14.20212.1, ETC. 7
*
Hertford, NC 27944
NC DOT HERTFORD MAINTENANCE FACILITY - PERQUIMANS COUNTY
427 Ocean Highway North
MAINTENANCE
HERTFORD
SHEET NO.8
LENGTH WIDTH MOBILIZATION ASPHALT SURFACE
TREATMENT, DOUBLE SEAL
EMULSION FOR
ASPHALT SURFACE
TREATMENT
WORK ZONE ADV/GEN WARNING SIGNING
TEMPORARY TRAFFIC
CONTROL
MI FT LS SY GAL SF LS2019CPT.01.14.20212.1 Chowan 1 SR 1319 PARADISE RD FROM SR 1316 TO BEGIN 3 LANE 1 2 2WU NO NO 4.37 20 1 52,974 31,785 134 12019CPT.01.14.20212.1 Chowan 2 SR 1290 OLD FERRY RD FROM DEAD END TO SR 1218 1 2 2WU NO NO 0.36 20 * 5,924 3,554 40 *2019CPT.01.14.20212.1 Chowan 3 SR 1291 HIDDEN COVE RD FROM DEAD END TO SR 1290 1 2 2WU NO NO 0.15 20 * 2,610 1,566 40 *
4.88 61,508 36,905 214
2019CPT.01.14.20372.1 Gates 4 SR 1204 BYRUM RD FROM 1200 TO SR 1202 1 2 2WU NO NO 1.88 20 * 24,609 14,765 40 *2019CPT.01.14.20372.1 Gates 5 SR 1205 PARKER LANE FROM SR 1204 TO DEAD END 1 2 2WU NO NO 0.51 20 * 6,834 4,100 40 *2019CPT.01.14.20372.1 Gates 6 SR 1226 JERNIGAN LANE FROM SR 1200 TO END PAVEMENT 1 2 2WU NO NO 0.63 20 * 9,092 5,455 40 *2019CPT.01.14.20372.1 Gates 7 SR 1128 BARFIELD RD FROM NC 137 TO US 13 1 2 2WU NO NO 1.90 20 * 25,693 15,415 40 *2019CPT.01.14.20372.1 Gates 8 SR 1129 HORTON LANE FROM SR 1128 TO DEAD END 1 2 2WU NO NO 0.40 20 * 4,694 2,817 40 *2019CPT.01.14.20372.1 Gates 9 SR 1200 SAND BANKS ROAD FROM SR 1204 TO VA STATE LINE 1 2 2WU NO NO 1.93 20 * 22,646 13,588 40 *2019CPT.01.14.20372.1 Gates 10 SR 1213 LEES MILL RD FROM SR 1212 TO VA STATE LINE 1 2 2WU NO NO 1.73 20 * 21,999 13,199 40 *
8.98 115,567 69,339 280
2019CPT.01.14.20722.1 Perquimans 11 SR 1110 CENTER HILL RD FROM CHOWAN CO TO BEGIN CURB 1 2 2WU NO NO 6.53 20 * 85,119 51,071 262 *2019CPT.01.14.20722.1 Perquimans 12 SR 1113 GREAT HOPE CH RD FROM SR 1110 TO SR 1110 1 2 2WU NO NO 3.72 16-20 * 40,106 24,064 208 *2019CPT.01.14.20722.1 Perquimans 13 SR 1002 COUNTY LINE RD FROM GATES CO TO NC 37 1 2 2WU NO NO 4.42 18 * 50,075 30,045 166 *
14.67 175,300 105,180 636
28.53 1 352,375 211,424 1,130 1GRAND TOTAL
TOTAL FOR PROJ NO. 2019CPT.01.14.20722.1
TOTAL FOR PROJ NO. 2019CPT.01.14.20372.1
TOTAL FOR PROJ NO. 2019CPT.01.14.20212.1
LANES
PROJECT NO.2019CPT.01.14.20212.1, ETC.
PROJECT NO COUNTY MAP NO
S U M M A R Y O F Q U A N T I T I E SROUTE DESCRIPTION TYP
NOLANE TYPE
FINAL SURFACE TESTING
REQUIRED
WARM MIX ASPHALT
REQUIRED
DIRECTION OF TRAFFIC FLOW
STATIONARY SIGN
LEGEND
DE
PA
RT
EN
OF ANSP
O
RT
ATI
ON
TA
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OF
NORTH
R
OL
NA
WO
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ZO
NE
TRAFFIC
C
ON
TR
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DIV
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NOF HIG
HW
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ST
S
CA
I
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T
TR
LIMITS
CONSTRUCTION
Y1
48'' X 48''AHEAD
ROAD
W20-1
WORK1
2
48'' X 48''
48'' X 48''W20-7 A
48'' X 48''
AHEAD
ROAD
W20-1
WORK
W7-3aP24'' X 18''XX MILES
NEXT
3
UNMARKED
48'' X 48''W8-7
LOOSE
GRAVEL
LIMITS
CONSTRUCTION
48'' X 24''
END
ROAD WORK
G20-2 A
ROAD
48'' X 48''
UNDER
CONST
Y2
LIMITS
CONSTRUCTION
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07-
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R-2019 07:4
3
SHEET NO.PROJ. REFERENCE NO.
3) DEAD END ROADS
2) SUBDIVISION ROADS
1) LESS THAN 1000' OF RESURFACING ALONG -Y- LINE
PL
AC
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DI
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SI
GNI
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NO
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MAINLINE (-L-) SIGNING -Y- LINE SIGNING
(SEE NOTE BELOW)
1
2
3
5
4
SIGNING FOR ASPHALT SURFACE TREATMENT
PAVEMENT
SP
4
TEE INTERSECTION
5
SP 13106
4
5
WHEN WORK ENDS AT A 3-WAY TEE INTERSECTION.
PLACE 500' FOLLOWING THE END OF CONSTRUCTION LIMITS OR AS SHOWN
AND SPACE 1 MILE APART THEREAFTER.
- AT TEE INTERSECTIONS INSTALL INITIALLY 0.5 MILE FROM INTERSECTION
THEREAFTER.
- PLACE INITIALLY AT THE CONSTRUCTION LIMITS AND SPACED 1 MILE APART
- STARTING WITH "LOOSE GRAVEL" (W8-7) FOLLOWED BY "UNMARKED PAVEMENT".
- ALTERNATE THE FOLLOWING TWO SIGNS:
THE FOLLOWING -Y- LINE CONDITIONS:
STATIONARY SIGNING NOT REQUIRED FOR
PORTABLE SIGN
(SEE NOTE BELOW)
1 MILE SPACING
1000' OR MORE
1000' OR MORE
3 3 4
1
5
4
5
1
33
(SEE NOTE BELOW)
2
1
5
4 3
BELOW)
(SEE NOTE
Y3
THAN 2 MILES
MAPS LESS
LINES IF RESURFACING LIMITS EXTEND 1000' ALONG -Y- LINE.
- PLACE 1000' PRIOR TO BEGINNING OF CONSTRUCTION LIMITS. ONLY USED ON -Y-
NUMBERS.
ROUND UP TO THE NEAREST WHOLE NUMBER. DO NOT USE FRACTIONAL OR DECIMAL
- SIGN #2 ONLY USED WHEN RESURFACING LIMITS ARE 2 OR MORE MILES IN LENGTH.
WITHIN 0.5 MILES FROM "END ROAD WORK" SIGN.
- A MAXIMUM OF 2 SIGN SETS PER MILE. DO NOT INSTALL WHEN -Y- LINES ARE
AS A SINGLE UNIT AND INSTALL WITHIN 500' OF EACH APPROACH.
- FOR MULTIPLE -Y- LINES THAT ARE SEPARATED BY 0.25 MILES OR LESS, TREAT
- INSTALL 500' +/- FROM EACH -Y- LINE APPROACH AS SHOWN ABOVE.
SUBDIVISION ROADS ARE NOT "THROUGH" ROADWAYS.
- THESE ARE FOR -Y- LINES THAT ARE "THROUGH" ROADWAYS. DEAD END AND
MIDWAY THROUGH AND AN "END ROAD WORK" SIGN AT THE END CONSTRUCTION LIMIT.
"LOOSE GRAVEL" SIGN AT THE BEGINNING CONSTRUCTION LIMIT FOLLOWED BY AN "UNMARKED PAVEMENT" SIGN
FOR AST RESURFACING MAPS WITH CONSTRUCTION LIMITS LESS THAN 2 MILES IN LENGTH, USE A STATIONARY
START OF CONTRACT WORK.
ADDITIONAL SIGNS REQUESTED BY NCDOT DIVISIONS SHALL BE INSTALLED WITHIN 7 BUSINESS DAYS OF THE
THE ABOVE SIGNS ARE ALL THAT ARE REQUIRED FOR A CONTRACTOR TO BEGIN A RESURFACING CONTRACT. ANY
ASPHALT SURFACE TREATMENT
2-LANE ROADWAY
FOR
ADVANCE WARNING SIGNS
REMOVE UPON COMPLETION OF WORK.
SHALLE BE USED ALONG THE -Y- LINE AS SHOWN BELOW.
AN UNSIGNED -Y- LINE, PORTABLE ADVANCE WARNING SIGNS
WHEN PAVING/CONSTRUCTION ACTIVITIES PROCEED ACROSS
OF FLAGGER.
PLACED 500' IN ADVANCE
OF FLAGGER.
PLACED 250' IN ADVANCE
92019CPT.01.14.20212.1
