MADISON COUNTY
PROJECT NO. SHEET NO. TOTAL SHEETS
1135
1127
1126
1127
1155
1132
312
311
105
507
310
11351133
1125
1124
1135
1135
1127
1334
1324
1325
1425
1326
1323
1323
1334
313
1459
1334
1334
1334
1335
1447
13341424
1324
1335
1311
1314
Shelton
Laurel
1315
(212
256
1314
212(212(
1315
Sandymush
1111
1113
1001
1001
1107
1106
1108
1113
BUNCOMBE CO.
1114
1001
1379
1380
1380
1378
1378
1382
1383
1370
408 407
82
1370
1370
1380
9
1
MAP10
2
MAP
12
4
MAP
11
3
MAP
13
5
MAP
14
6
MAP
15
7
MAP
16
8
MAP
2020CPT.13.03.20571 2020CPT.13.03.20572
2020CPT.13.07.21001 2020CPT.13.07.21002 1 10
PROJECT NO. SHEET NO. TOTAL SHEETS
j
MTN.
LITTLE BALD
Log
Bee
1409
1407
1405
1404
1404
1403
1406
1457
1395
711395
1121
1121
1120
1118
1118
1136
1126
1127
1119
1126
1136
1194
1190
1152
SOUTH
TOE
TO SPRUCE PINE
1162
1185
1152
1431
1423
1150
1424
1322
1321
1144
19E%
town
Ramsey-
1415
1414
1444
1413 14171418
1354
CANE
RIV
ER
219
%19W
19E%
19E%
1117
1118
YANCEY COUNTY
1395
1395
1408
1408
E19
% 1454
1454
1126
19E%
19E%
W19
%
19W%
2020CPT.13.03.20571 2020CPT.13.03.20572
2020CPT.13.07.21001 2020CPT.13.07.21002 102
23
17
MAP
24
18
MAP
28
22
MAP
27
21
MAP
26
20
MAP 25
19
MAP
C [Jl
""CJ 0.: >-
� a_
°J, •
0 C 0
� C 0 " -6 0
"'"' N "' N /
C 0 ;:; 0
t � �
a_
+> C •
E • > 0
a_
� •
0 C 0
� C 0 " -6 0
::,: /
[Jl C
0 0
4-
� •
0:
"' N "' N /
[Jl .,.S NO
a;� De
�� 00 NO: '/
>-u Uo Do �<: 0(1)
1 6' 1 8'
EXISTING PAVEMENT L---------------------------------�
TYPICAL SECTION #1
PROJECT NO.
2020CPT.13.03.20571, 2020CPT.13.03.20572,
2020CPT.13.07.21001, 2020CPT.13.07.21002
LENGTH WIDTH & DEPTH VARIES AS DIRECTED BY THE ENGINEER
SHEET NO. TOTAL SHEETS
3 10
PAVEMENT ..... - .-. �.-.. -.�.-.-. -. � .. - .-. �.-.. -.�.-.-. -. � .. -.-. �.-.. -.� ..... ·.·:-�.·.·:-�.·.·:-�.·.: �.·.: �.·.: �.·.: �.·.·:-�.·
ACBC OR ASCS AS DIRECTED BY THE ENGINEER
PATCHING EXISTING PAVEMENT
PAVEMENT SCHEDULE
F1 PROPOSED ASPHAL SURFACE TREATMENT, DOUBLE SEAL
F2 PROPOSED ASPHALT SURFACE TREATMENT, FOG SEAL
SHEET NO. TOTAL NO.
1704000000-E 1803500000-E 1820000000-E 1838000000-E 1838500000-N
LENGTH WIDTH PATCHING
EXISTING
PAVEMENT
ASPHALT
SURFACE
TREATMENT,
DOUBLE SEAL
ASPHALT SURFACE
TREATMENT, FOG SEAL
EMULSION FOR
ASPHALT
SURFACE
TREATMENT
VACUUM TRUCK
MI FT TON SY SY GAL WK
2020CPT.13.03.20571 Madison 1 SR 1127
FROM SR 1135 (LITTLE PINE) TO EOP
(MP 0.00 - MP 1.98) 2 2WU NO NO 1.98 18 400
2020CPT.13.03.20571 Madison 2 SR 1324
FROM SR 1334 (REVERE RD) TO EOP
(MP 0.00 - MP 1.20) 2 2WU NO NO 1.2 18 400
2020CPT.13.03.20571 Madison 3 SR 1335
FROM SR 1334 (REVERE RD) TO TO
EOP (MP 0.00 - MP 0.96) 2 2WU NO NO 0.96 18 275
2020CPT.13.03.20571 Madison 4 SR 1447
FROM SR 1335 (RICE COVE) TO EOP
(MP 0.00 - MP 0.16) 2 2WU NO NO 0.16 16 30
2020CPT.13.03.20571 Madison 5 SR 1315
FROM SR 1314 (CUTSHALL TOWN) TO
EOP (MP 0.00 - MP 0.84) 2 2WU NO NO 0.84 18 450
2020CPT.13.03.20571 Madison 6 SR1111
FROM SR 1001TO EOP
(MP 0.00 - MP 0.89) 2 2WU NO NO 0.89 18 75
2020CPT.13.03.20571 Madison 7 SR 1380
FROM SR 1370 (GRAPEVINE) TO EOP
(MP 0.00 - MP 1.14) 2 2WU NO NO 1.14 18 200
2020CPT.13.03.20571 Madison 8 SR 1378
FROM SR 1370 (GRAPEVINE) TO EOP
(MP 0.00 TO 1.07) 2 2WU NO NO 1.07 18 200
8.24 2,030
2020CPT.13.03.20572 Madison 9 SR 1127
FROM SR 1135 (LITTLE PINE) TO EOP
(MP 0.00 - MP 1.98) 1 2 2WU NO NO 1.98 18 20,909 20,909 11,500
2020CPT.13.03.20572 Madison 10 SR 1324
FROM SR 1334 (REVERE RD) TO EOP
(MP 0.00 - MP 1.20) 1 2 2WU NO NO 1.2 18 12,672 12,672 6,970
2020CPT.13.03.20572 Madison 11 SR 1335
FROM SR 1334 (REVERE RD) TO TO
EOP (MP 0.00 - MP 0.96) 1 2 2WU NO NO 0.96 18 10,138 10,138 5,576
2020CPT.13.03.20572 Madison 12 SR 1447
FROM SR 1335 (RICE COVE) TO EOP
(MP 0.00 - MP 0.16) 1 2 2WU NO NO 0.16 16 1,502 1,502 826
2020CPT.13.03.20572 Madison 13 SR 1315
FROM SR 1314 (CUTSHALL TOWN) TO
EOP (MP 0.00 - MP 0.84) 1 2 2WU NO NO 0.84 18 8,870 8,870 4,879
2020CPT.13.03.20572 Madison 14 SR1111
FROM SR 1001TO EOP
(MP 0.00 - MP 0.89) 1 2 2WU NO NO 0.89 18 9,398 9,398 5,169
2020CPT.13.03.20572 Madison 15 SR 1380
FROM SR 1370 (GRAPEVINE) TO EOP
(MP 0.00 - MP 1.14) 1 2 2WU NO NO 1.14 18 12,038 12,038 6,621
2020CPT.13.03.20572 Madison 16 SR 1378
FROM SR 1370 (GRAPEVINE) TO EOP
(MP 0.00 TO 1.07) 1 2 2WU NO NO 1.07 18 11,299 11,299 6,215
8.24 86,826 86,826 47,756 4.00
2020CPT.13.07.21001 Yancey 17 SR 1405
FROM SR 1395 (SCRONCE CR.) TO
EOP ( MP 0.00 - MP 1.13) 2 2WU NO NO 1.13 18 475
2020CPT.13.07.21001 Yancey 18 SR 1406
FROM SR 1395 (SCRONCE CR) TO EOP
(MP 0.00 - MP 1.28) 2 2WU NO NO 1.28 18 275
2020CPT.13.07.21001 Yancey 19 SR 1120
FROM SR 1121 ( PRICE CREEK) TO
EOP (MP 0.00 - MP 0.94) 2 2WU NO NO 0.94 18 250
2020CPT.13.07.21001 Yancey 20 SR 1322
FROM PVT JOINT TO EOP
(MP 0.00 - MP 0.38) 2 2WU NO NO 0.38 18 180
2020CPT.13.07.21001 Yancey 21 SR 1190
FROM SR 1152 (BLUE ROCK RD) TO
EOP (MP 0.00 - MP 0.40) 2 2WU NO NO 0.4 18 125
2020CPT.13.07.21001 Yancey 22 SR 1414
FROM US 19W TO EOP
(MP 0.00 - MP 0.61) 2 2WU NO NO 0.61 17 300
4.74 1,605
2020CPT.13.07.21002 Yancey 23 SR 1405
FROM SR 1395 (SCRONCE CR.) TO
EOP ( MP 0.00 - MP 1.13) 1 2 2WU NO NO 1.13 18 11,933 11,933 6,563
2020CPT.13.07.21002 Yancey 24 SR 1406
FROM SR 1395 (SCRONCE CR) TO EOP
(MP 0.00 - MP 1.28) 1 2 2WU NO NO 1.28 18 13,517 13,517 7,434
2020CPT.13.07.21002 Yancey 25 SR 1120
FROM SR 1121 ( PRICE CREEK) TO
EOP (MP 0.00 - MP 0.94) 1 2 2WU NO NO 0.94 18 9,926 9,926 5,460
2020CPT.13.07.21002 Yancey 26 SR 1322
FROM PVT JOINT TO EOP
(MP 0.00 - MP 0.38) 1 2 2WU NO NO 0.38 18 4,013 4,013 2,207
2020CPT.13.07.21002 Yancey 27 SR 1190
FROM SR 1152 (BLUE ROCK RD) TO
EOP (MP 0.00 - MP 0.40) 1 2 2WU NO NO 0.4 18 4,224 4,224 2,323
2020CPT.13.07.21002 Yancey 28 SR 1414
FROM US 19W TO EOP
(MP 0.00 - MP 0.61) 1 2 2WU NO NO 0.61 17 6,084 6,084 3,346
4.74 49,697 49,697 27,333 2.00
25.96 3,635 136,523 136,523 75,089 6.00
WARM MIX
ASPHALT
REQUIRED
4 10
MAP NO ROUTE LANES LANE
TYPE
FINAL
SURFACE
TESTING
REQUIRED
TOTAL FOR PROJ NO. 2020CPT.13.07.21002
GRAND TOTAL
S U M M A R Y O F Q U A N T I T I E S
PROJECT NO.
2020CPT.13.03.20571, 2020CPT.13.03.20572
2020CPT.13.07.21001, 2020CPT.13.07.21002
DESCRIPTION TYP NO
TOTAL FOR PROJ NO. 2020CPT.13.03.20571
TOTAL FOR PROJ NO. 2020CPT.13.07.21001
TOTAL FOR PROJ NO. 2020CPT.13.03.20572
4.00
2.00
PROJECT NO COUNTY
SHEET NO. TOTAL NO.
4413000000-E 4457000000-N 4810000000-E 4810000000-E
LENGTH WIDTH WORK ZONE
ADVANCE/GENERAL
WARNING SIGNING
TEMPORARY
TRAFFIC CONTROL
PAINT
PAVEMENT
MARKING
LINES (4")
WHITE
PAINT
PAVEMENT
MARKING
LINES (4")
YELLOW
MI FT SF LS LF LF
2020CPT.13.03.20571 Madison 1 SR 1127
FROM SR 1135 (LITTLE PINE) TO EOP
(MP 0.00 - MP 1.98) 2 2WU 1.98 18
2020CPT.13.03.20571 Madison 2 SR 1324
FROM SR 1334 (REVERE RD) TO EOP
(MP 0.00 - MP 1.20) 2 2WU 1.2 18
2020CPT.13.03.20571 Madison 3 SR 1335
FROM SR 1334 (REVERE RD) TO TO EOP (MP
0.00 - MP 0.96) 2 2WU 0.96 18
2020CPT.13.03.20571 Madison 4 SR 1447
FROM SR 1335 (RICE COVE) TO EOP
(MP 0.00 - MP 0.16) 2 2WU 0.16 16
2020CPT.13.03.20571 Madison 5 SR 1315
FROM SR 1314 (CUTSHALL TOWN) TO EOP
(MP 0.00 - MP 0.84) 2 2WU 0.84 18
2020CPT.13.03.20571 Madison 6 SR1111 FROM SR 1001TO EOP (MP 0.00 - MP 0.89) 2 2WU 0.89 18
2020CPT.13.03.20571 Madison 7 SR 1380
FROM SR 1370 (GRAPEVINE) TO EOP
(MP 0.00 - MP 1.14) 2 2WU 1.14 18
2020CPT.13.03.20571 Madison 8 SR 1378
FROM SR 1370 (GRAPEVINE) TO EOP
(MP 0.00 TO 1.07) 2 2WU 1.07 18
8.24 925 *
2020CPT.13.03.20572 Madison 9 SR 1127
FROM SR 1135 (LITTLE PINE) TO EOP
(MP 0.00 - MP 1.98) 1 2 2WU 1.98 18 41,818 41,818
2020CPT.13.03.20572 Madison 10 SR 1324
FROM SR 1334 (REVERE RD) TO EOP
(MP 0.00 - MP 1.20) 1 2 2WU 1.2 18 25,344 25,344
2020CPT.13.03.20572 Madison 11 SR 1335
FROM SR 1334 (REVERE RD) TO TO EOP (MP
0.00 - MP 0.96) 1 2 2WU 0.96 18 20,275 20,275
2020CPT.13.03.20572 Madison 12 SR 1447
FROM SR 1335 (RICE COVE) TO EOP
(MP 0.00 - MP 0.16) 1 2 2WU 0.16 16
2020CPT.13.03.20572 Madison 13 SR 1315
FROM SR 1314 (CUTSHALL TOWN) TO EOP
(MP 0.00 - MP 0.84) 1 2 2WU 0.84 18
2020CPT.13.03.20572 Madison 14 SR1111 FROM SR 1001TO EOP (MP 0.00 - MP 0.89) 1 2 2WU 0.89 18
2020CPT.13.03.20572 Madison 15 SR 1380
FROM SR 1370 (GRAPEVINE) TO EOP
(MP 0.00 - MP 1.14) 1 2 2WU 1.14 18 24,077 24,077
2020CPT.13.03.20572 Madison 16 SR 1378
FROM SR 1370 (GRAPEVINE) TO EOP
(MP 0.00 TO 1.07) 1 2 2WU 1.07 18 22,598 22,598
8.24 * 134,112 134,112
2020CPT.13.07.21001 Yancey 17 SR 1405
FROM SR 1395 (SCRONCE CR.) TO EOP
( MP 0.00 - MP 1.13) 2 2WU 1.13 18
2020CPT.13.07.21001 Yancey 18 SR 1406
FROM SR 1395 (SCRONCE CR) TO EOP
(MP 0.00 - MP 1.28) 2 2WU 1.28 18
2020CPT.13.07.21001 Yancey 19 SR 1120
FROM SR 1121 ( PRICE CREEK) TO EOP
(MP 0.00 - MP 0.94) 2 2WU 0.94 18
2020CPT.13.07.21001 Yancey 20 SR 1322
FROM PVT JOINT TO EOP
(MP 0.00 - MP 0.38) 2 2WU 0.38 18
2020CPT.13.07.21001 Yancey 21 SR 1190
FROM SR 1152 (BLUE ROCK RD) TO EOP (MP
0.00 - MP 0.40) 2 2WU 0.4 18
2020CPT.13.07.21001 Yancey 22 SR 1414 FROM US 19W TO EOP (MP 0.00 - MP 0.61) 2 2WU 0.61 17
4.74 534
2020CPT.13.07.21002 Yancey 23 SR 1405
FROM SR 1395 (SCRONCE CR.) TO EOP
( MP 0.00 - MP 1.13) 1 2 2WU 1.13 18 23,866 23,866
2020CPT.13.07.21002 Yancey 24 SR 1406
FROM SR 1395 (SCRONCE CR) TO EOP
(MP 0.00 - MP 1.28) 1 2 2WU 1.28 18 27,034 27,034
2020CPT.13.07.21002 Yancey 25 SR 1120
FROM SR 1121 ( PRICE CREEK) TO EOP
(MP 0.00 - MP 0.94) 1 2 2WU 0.94 18 9,926 9,926
2020CPT.13.07.21002 Yancey 26 SR 1322
FROM PVT JOINT TO EOP
(MP 0.00 - MP 0.38) 1 2 2WU 0.38 18
2020CPT.13.07.21002 Yancey 27 SR 1190
FROM SR 1152 (BLUE ROCK RD) TO EOP (MP
0.00 - MP 0.40) 1 2 2WU 0.4 18
2020CPT.13.07.21002 Yancey 28 SR 1414 FROM US 19W TO EOP (MP 0.00 - MP 0.61) 1 2 2WU 0.61 17
4.74 1 60,826 60,826
25.96 1,459 1 194,938 194,938
PROJECT NO.
2020CPT.13.03.20571, 2020CPT.13.03.20572
2020CPT.13.07.21001, 2020CPT.13.07.21002
TOTAL FOR PROJ NO. 2020CPT.13.07.21001
TOTAL FOR PROJ NO. 2020CPT.13.03.20572
LANES LANE
TYPE
PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION
TOTAL FOR PROJ NO. 2020CPT.13.03.20571
TYP NO
5 10
TOTAL FOR PROJ NO. 2020CPT.13.07.21002
GRAND TOTAL
T H E R M O P L A S T I C A N D P A I N T Q U A N T I T I E S
*
*
925 *
*534
C CJ) u C
_J N
I
C L 0 sc > u <[
I
CJ) C
0 0
4-L::J(fJ (]) O'." / 0. 0 4-::t:.
U)
(]) D/4-4-(]) L L4-o+CJ)(])
ELL'--
co/ o - U) CJ) 0 1._ E N (]) L " (fJ ,, 0 :::J LN / (]) -........ " [/)
CONSTRUCTION LIMITS
®
�
- - - - - - - - -- - - - -
� �
1CD ® ®
(SEE NO TE BELOW)
LEGEND � STATIONARY SIGN
• DIRECTION OF TRAFFIC FLOW
z 0 1--1
0 1-Z 0 <( w
a: en 1--1
WO lo a:zw
a.. C, z 1-1--1 z zw C, � 1--1 w en o
<( _J
a..
CD
®
®
0
®
SIGNING FOR RESURFACING PROJECTS CD T
0 ® ® 0
� , � � � ... ... - - - - - - - - - - - - - - - - -.. ..
"\
_L ®
---1000'
'
/
CONSTRUCTION
OR MORE
LIMITS
® �
- - - - -
(SEE NOTE
- -
CD ®
�
- - - -
BELOW)
PROJ. REFERENCE NO. SHEET NO.
CONSTRUCTION LIMITS
� � � � � 1 000' OR MORE ---+
0 ® 0 (SEE NOTE BELOW) ® ®
Y1 1 MILE SPACING (SEE NOTE BELOW)
MAINLINE (-L-) SIGNING
ROAD WORK AHEAD W20-l
48" X 48"
NEXT W7-3aP
XX MILES 24" X 18"
ROAD UNDER CONST
SP 13106 48" X 48"
END ROAD WORK
G20-2 A
48" X 24"
PLACE 1000' PRIOR TO BEGINNING OF CONSTRUCTION LIMITS. ONLY USED ON -Y- LINES IF RESURFACING LIMITS EXTEND 1000' ALONG -Y- LINE.
#2 SIGN ONLY USED WHEN RESURFACING LIMITS ARE 2 OR MORE MILES IN LENGTH. ROUND UP TO NEXT WHOLE NUMBER.(NO FRACTIONAL OR DECIMAL NUMBERS)
- PLACE INITIALLY AT THE CONSTRUCTION LIMITS AND SPACE 1 MILE APARTTHEREAFTER.
- AT TEE INTERSECTIONS INSTALL INITIALLY 0.5 MILE FROM INTERSECTIONAND SPACE 1 MILE APART THEREAFTER.
- THESE ARE FOR -Y- LINES THAT ARE "THROUGH" ROADWAYS.- DEAD END AND SUBDIVISION ROADS ARE NOT "THROUGH" ROADWAYS.- INSTALL 500' +/- FROM EACH -Y- LINE APPROACH AS SHOWN ABOVE.- FOR MULTIPLE -Y- LINES THAT ARE SEPARATED BY 0.25 MILES OR LESS,
TREAT AS A SINGLE UNIT AND INSTALL WITHIN 500' OF EACH APPROACH.- A MAXIMUM OF 2 SIGN SETS PER MILE. DO NOT INSTALL WHEN -Y- LINES
ARE WITHIN 0.5 MILES FROM "END ROAD WORK" SIGN.FOR TEE INTERSECTIONS, INSTALL WITHIN 500' +/- OF THE INTERSECTIONALONG -L- LINE.
PLACE 500' FOLLOWING THE END OF CONSTRUCTION LIMITS OR AS SHOWN WHEN WORK ENDS AT A 3-WAY TEE INTERSECTION.
® T
_L CD
...
.. �®
Y2
TEE INTERSECTION
-Y- LINE SIGNING
NO REQUIRED STATIONARY SIGNING FOR THE
FOLLOWING -Y- LINE CONDITIONS:
1) LESS THAN 1000' OF RESURFACING ALONG -Y- LINE2) SUBDIVISION ROADS3) DEAD END ROADS
WHEN PAVING/CONSTRUCTION ACTIVITIES PROCEED ACROSS AN UNSIGNED -Y- LINE, ADVANCE WARNING PORTABLE SIGNS SHALL BE USED ALONG THE-Y- LINE AS SHOWN BELOW. REMOVE UPON COMPLETION OF WORK.
ROAD WORK AHEAD
W20-l 48" X 48"
·tW20-7 A 48" X 48"
PLACED 500' IN ADVANCE OF FLAGGER. PLACED 250' IN ADVANCE OF FLAGGER.
RESURFACING
ADVANCE WARNING SIGNS
FOR
RURAL AND SUBURBAN
2 LANE ROADWAYS
�U:::JL...--------------------------------------------------------------------------.....!=======================�
C CJ) u
f--
<(
C
N I
C L. 0
u
<( I
CJ) C ·-0
4-L.
(I) (j)
(I)
0
0
C
0
(j) L. L. +-o+-CJ) (j) E L. L. L.
co/ o - (I) CJ) o L. EN (J) L." (I) •• 0 :::J L. N /
(J)-........ " [/) 'Tu :::J
CONSTRUCTION LIMITS
..
SIGNING FOR ASPHALT SURFACE TREATMENT
..
CD
0
---1
_L 0
-1000 1 OR
/
CONSTRUCTION LIMITS
(SEE
MORE 0 ---1
NOTE
G) ®
---1
BELOW)
PROJ. REFERENCE NO. SHEET NO.
---- - - - - - - - - �c._.c_-�-�-c._.c_--==== ================--=--=--=--=--=- - - - - - - - - - - - - - - - - -c._.c_-�-'--=---�--==== ====-=--=--=--=� - - - - - - - ----- -_-_
�
CD ®
(SEE NOTE BELOW)
LEGEND � STATIONARY SIGN
..,. DIRECTION OF TRAFFIC FLOW
z
0 .....
Cl I-z (_)
<( w
a: en ..... w Cl I-0 a: z w
a.. C, z I-..... z
z w
C, �
..... w
en (_)
<( ....J a..
CD
®
0
0
0
-- --
'\ /
(SEE NOTE BELOW)
Y1 1 MILE SPACING (SEE NOTE BELOW)
MAINLINE (-L-) SIGNING
PLACE 1000' PRIOR TO BEGINNING OF CONSTRUCTION LIMITS. ONLY USED ON -Y- LINES IF RESURFACING LIMITS EXTEND 1000' ALONG -Y- LINE.
W20--l
48" X 48"
NEXT W7-3aP #2 SIGN ONLY USED WHEN RESURFACING LIMITS ARE 2 OR MORE MILES IN LENGTH. xxM1LEs 24"X 18" ROUND UP TO NEXT WHOLE NUMBER. (NO FRACTIONAL OR DECIMAL NUMBERS)
LOOSE
GRAVEL
W8-7 48" X 48"
UNMARKED
PAVEMENT
ROAD UNDER CONST
SP 48" X 48"
SP 13106 48" X 48"
END ROAD WORK
G20-2 A
48" X 24"
- ALTERNATE THE FOLLOWING TWO SIGNS:
- STARTING WITH "LOOSE GRAVEL" (W8-7) FOLLOWED BY "UNMARKED PAVEMENT".
- PLACE INITIALLY AT THE CONSTRUCTION LIMITS AND SPACED 1 MILE APARTTHEREAFTER.
- AT TEE INTERSECTIONS INSTALL INITIALLY 0.5 MILE FROM INTERSECTIONAND SPACE 1 MILE APART THEREAFTER.
THESE ARE FOR -Y- LINES THAT ARE "THROUGH" ROADWAYS. - DEAD END AND SUBDIVISION ROADS ARE NOT "THROUGH" ROADWAYS.
INSTALL 500' +/- FROM EACH -Y- LINE APPROACH AS SHOWN ABOVE.- FOR MULTIPLE -Y- LINES THAT ARE SEPARATED BY 0.25 MILES OR LESS,
TREAT AS A SINGLE UNIT AND INSTALL WITHIN 500' OF EACH APPROACH.- A MAXIMUM OF 2 SIGN SETS PER MILE. DO NOT INSTALL WHEN -Y- LINES
ARE WITHIN 0.5 MILES FROM "END ROAD WORK" SIGN.- FOR TEE INTERSECTIONS, INSTALL WITHIN 500' +/- OF THE INTERSECTION
ALONG -L- LINE.
PLACE 500' FOLLOWING THE END OF CONSTRUCTION LIMITS OR AS SHOWN WHEN WORK ENDS AT A 3-WAY TEE INTERSECTION.
/
1000' OR MORE ---
@T
_LCD
Y2
0
CONSTRUCTION LIMITS
---1--'------------..
--
TEE INTERSECTION
-Y- LINE SIGNING
NO REQUIRED STATIONARY SIGNING FOR THE
FOLLOWING -Y- LINE CONDITIONS:
1) LESS THAN 1000' OF RESURFACING ALONG -Y- LINE2) SUBDIVISION ROADS3) DEAD END ROADS
WHEN PAVING/CONSTRUCTION ACTIVITIES PROCEED ACROSS AN UNSIGNED -Y- LINE, ADVANCE WARNING PORTABLE SIGNS SHALL BE USED ALONG THE-Y- LINE AS SHOWN BELOW. REMOVE UPON COMPLETION OF WORK.
ROAD WORK AHEAD
W20-l 48" X 48"
·tW20-7 A 48" X 48"
PLACED 500' IN ADVANCE OF FLAGGER. PLACED 250' IN ADVANCE OF FLAGGER.
ADVANCE WARNING SIGNS
FOR
ASPHALT SURFACE TREATMENTS
2 LANE ROADWAYS
:J V)
L
:::J C
L 0 "' >
D
"'i 0, C
·o0 4-L :J 1/) QJ
rr / 1/) D 0 0
c"0
0 / ++Q) L L +o+O,Q)
EL
LL
/0
1/)0> LE Q) L
�L ��
LEGEND
f--- STATIONARY SIGN
f---
f---
BEGIN ROAD WORK
SP-11299 48" X 48"
..
..
..
..
..
..
..
NEXT W7-3aPXX MILES 36,, X 30,,
_,. DIRECTION OF TRAFFICFLOW
URBAN/ SUBURBAN WORKZONES
(SEE NOTE 4) K
•• •• ••
(SEE NOTE
1000' +/ - CONSTRUCTION LIMITS
NOTES:
1) 48" x 48" SIZED SIGNS (SP- 11299) MAY 8E REDUCED TO 36" X 36" ON ROADWAYSWITH SPEED LIMITS OF 40 MPH OR LESS.
2) MOUNT SIGNS THAT ARE LARGER THAN 10 SQUARE FEET IN AREA ON TWO OR MOREWOOD OR U-CHANNEL SUPPORTS. PERFORATED SQUARE TUBING SUPPORT SYSTEMS MAYSUPPORT LARGER AREAS ON A SINGLE SUPPORT. FOLLOW MANUFACTURER'SRECOMMENDATIONS. THESE SYSTEMS SHALL BE NCHRP 350 COMPLIANT AND NCD0TAPPROVED.
3) ADVANCE WARNING SIGNS NOT REQUIRED ON NON-SIGNALIZED SIDE STREETS.4) MAY USE LAW ENFORCEMENT TO CONTROL TRAFFIC AT SIGNALIZED INTERSECTIONS AS DIRECTED
BY THE ENGINEER. PROVIDE PORTABLE "ROAD WORK AHEAD" (W20-1) SIGNS 500' IN ADVANCEALONG BOTH APPROACHES FROM THE SIDE STREETS WHEN PAVING PROCEEDS THROUGH THEINTERSECTION.
5) LATERAL CLEARANCE AT ALL SIGN LOCATIONS SHALL BE 2' AS MEASURED FROM THEEDGE OF PAVEMENT OR THE FACE OF THE CURB. WHEN UNABLE TO OBTAIN THE LATERALCLEARANCE WITHIN THE MEDIAN AREA USE SHOULDER MOUNTS ONLY.
6) SIGN MOUNT LOCATIONS SHALL NOT BLOCK SIDEWALKS OR DRIVEWAYS.7) IF STATIONARY GENERAL WARNING SIGNS ARE USED, THEY WILL BE PAID FOR PER
SECTION 104 OF THE NCD0T STANDARD SPECIFICATIONS AS EXTRA WORK.8) IF MILLED AREAS ARE NOT PAVED BACK BY THE END OF THE WORK DAY, PORTABLE SIGNS
SHALL BE USED TO WARN DRIVERS OF THE PRESENT CONDITIONS. THESE ARE TO INCLUDE,BUT NOT LIMITED TO "ROUGH ROAD" W8-8, "UNEVEN LANES" W8-11, "GROOVED PAVEMENT"W8-15 w/M0T0RCYCLE PLAQUE MOUNTED BELOW. THESE ARE TO BE DOUBLE INDICATED ONMULTI-LANE ROADWAYS WITH SPEED LIMITS 45 MPH AND GREATER WHERE LATERAL CLEARANCECAN BE OBTAINED WITHIN THE MEDIAN AREAS.THESE PORTABLE SIGNS ARE INCIDENTAL TO THEOTHER ITEMS OF WORK INCLUDED IN THE TEMPORARY TRAFFIC CONTROL (LUMP SUM) PAY ITEM.
4)
Sl... (SEE NOTE 4)
..
..
..
..
..
..
..
f---
END
PROJ. REFERENCE NO. SHEET NO.
ROAD WORK G20 -2 A �------�48" X 24"
RESURFACING ADVANCE
WARNING SIGNS FOR
URBAN/ SUBURBAN
FACILITIES
U:::JL...--------------------------------------------------------------------------------....!========================::::::.J
SIGN NUMBER: 11299 BACKG COLOR: Fluorescent Orange DESIGN BY: WJ CHECKED BY: DATE: Jun 22, 2011 TYPE: B
QUANTITY: SEE PLANS
SIGN WIDTH: 51-6 11
HEIGHT: 51-6 11
TOTAL AREA: 30.5 Sq.Ft.
BORDER TYPE: INSET RECESS: 0.59" WIDTH: 0.75" RADII: 1 . 38"
NO. Z BARS: N/A
LENGTH: N/A
USE NOTES:
COPY COLOR: Black
SYMBOL X y WID
MAT'L: 0.125" (3.2 mm) ALUMINUM
1 ,2
1. Legend and border shall be direct applied blacknon-reflective sheeting.
2. Background shall be Type VII, VIII, or IX (prismatic)fluorescent orange retroreflective sheeting.
LETTER POSITIONS
Letter
B E G I N
20.5 6 5.4 6.3 2.8 4.8 20.5
R 0 A D
21 .4 5.8 5.9 7 4.8 21.4
w 0 R K
20.9 7 .1 6.5 5.9 4.9 20.9
FILENAME: SP11299.PDF
PROJECT ID: ALL DIV: ALL
HT
SP 11299
--,, '� 17.3" �
--
BEGIN 7"0 -
:s.3" ROAD 7"0
-
:s.3" WORK
-
7"0 -1-
17.3" --
BORDER 120.ii I ·2s.2·� 1 20.ii I
R=1.38" TH=0.75" IN=0.59"
Spacing Factor is 1 unless specified otherwise
spacings to start of next letter Series/Size
are Text Length
D 2000
25.2
D 2000
23.5
D 2000
24.5
NORTH CAROLINA D.O.T. SIGN DETAIL
SIGN NUMBER: SP13106
TYPE: STATIONARY
QUANTITY: SEE PLANS
BACKG COLOR: Fluorescent Orange DESIGN BY: B. RASHID
PROJECT ID:
SIGN WIDTH: 4'-0"
HEIGHT: 4'-0"
TOTAL AREA: 16.00 Sq.Ft.
BORDER TYPE: INSET
RECESS: 0.75"
WIDTH: 1. 25" RADII: 3"
NO. Z BARS:
LENGTH:
COPY COLOR: Black
SYMBOL X y WID
MAT'L: 0.080" (2.0 mm) ALUMINUM
USE NOTES: 1,2
1. Legend and border shall be direct applied blacknon-reflective sheeting.
2. Background shall be NC GRADE B fluoresent orangeretroreflective sheeting.
LETTER POSITIONS
Letter
R 0 A D
123.5 5 5 5.5 3.9 23.5
u N D E R
lft0.7 5.5 5.5 5.3 4.8 3.9 20.7
C 0 N s T
21.2 5.2 5.5 5.1 4.6 3.6 21.2
FILENAME: SP130XX_Sgn_SGN_special
HT
spacings are to start of
,,
',a
CHECKED BY: AIA
DIV:
ROAD
UNDER
CONST
20.75" 24.9"
DATE: Apr 26, 2013
17.4"
7"C
5.3"
7"C
5.3"
7"C
17.4"
20.75"
Spacing Factor is 1 unless specified otherwise
next letter T
1!!.=
24.9
C 2000
23.9
NORTH CAROLINA D.O.T. SIGN DETAIL
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