project no. sheet no. total sheets - home ... 13 letting/11...2018/11/21 · san dymush 1111 1113...

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


(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


(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


(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


(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


(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


(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


(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


(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




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


(MP 0.00 - MP 1.98) 2 2WU 1.98 18

2020CPT.13.03.20571 Madison 2 SR 1324


(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


(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


(MP 0.00 - MP 1.14) 2 2WU 1.14 18

2020CPT.13.03.20571 Madison 8 SR 1378


(MP 0.00 TO 1.07) 2 2WU 1.07 18

8.24 925 *

2020CPT.13.03.20572 Madison 9 SR 1127


(MP 0.00 - MP 1.98) 1 2 2WU 1.98 18 41,818 41,818

2020CPT.13.03.20572 Madison 10 SR 1324


(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


(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


(MP 0.00 - MP 1.14) 1 2 2WU 1.14 18 24,077 24,077

2020CPT.13.03.20572 Madison 16 SR 1378


(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


(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


(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


(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


(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



LANES LANE

TYPE

PROJECT NO COUNTY MAP NO ROUTE DESCRIPTION


TYP NO

5 10


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)


---- - - - - - - - - �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


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

project no. sheet no. total sheets - home ... 13 letting/11...2018/11/21 · san dymush 1111 1113...

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