793040 montgomery county - ncdot 8 letting/02...2015/02/10 · 2038 1428 1427 1424 1429 1989 1966...

16-

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1C:\

div8_projects\

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SR 1148 8

C_077072\

Seals_

Montgo

mery\

montgo

mery-scaled.d

gn

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SHEET NO.PROJECT REFERENCE NO.040397

8C.062016, 8C.077072 1

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Wadeville

POP. 1,390

AB

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dR

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Main

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Tro

y

Rd.

N.

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d.

dR

dR

Nc Hwy 73 W

Nc H

wy 73 W

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Nc H

wy 7

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Nc H

wy 73

1 W

Nc Hwy

731 W

Nc Hwy

731 W

Nc Hwy 731 W

Nc

Hwy 109 S

S W

adesboro Blvd

Nc Hwy 731 W

Nc H

wy 1

09 S

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wy 1

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Nc Hwy 731 W

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MONTGOMERY COUNTY

SHEET NO.WBS ELEMENT

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State Highway 73

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ighway 73

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State Hig

hway 1

77

State Highway 177

Le

wis Bre

eden Blvd

State Highway 381

Louis Bre

eden Blvd

State Highway 177

State High

way 1

77

United State

s Highway 1

State Highway 73

%74

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US 1 H

wy. N

E. Broad

Street

1238

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RICHMOND COUNTY

11

8C.062016, 8C.0770722


SR 1100

SR 110

3

JOIN

T A

T N

C 10

9

JOINT ALONG SR 1103

SR 1116

SR 1167 SR 1117

JOIN

T AFTER

NC 10

9

SR 1118

TYPICALTRIPLE SEAL

NC 731

SR 1118

JOINT ALONG SR 1118

JOINT AT RAD. NC 731

SR 1115

JOINT AT RAD. SR 1115

8C.062016, 8C.077072

MONTGOMERY COUNTY MAPS3


4

SR 1118

DE

AD

EN

D

SR 1210

TYPICALTRIPLE SEAL

SR 15

40

SR 1005

SR 1541

NC 731

RIC

HM

ON

D

CO. LIN

E

SR 115

4

JOINT ALONG SR 1118

JOINT AT RAD. SR 1005

JOIN

T A

T R

AD. S

R 115

4

JOIN

T A

T R

AD. N

C 731

8C.062016, 8C.077072

MONTGOMERY COUNTY MAPS


SR 1542

TYPICALTRIPLE SEAL

MP 1.3

NC 731

SR 1542

JOIN

T A

T R

AD. N

C 731

RIC

HM

ON

D

CO. LIN

E

SR 15

47

SR 15

43SR 1546

JOIN

T A

T R

AD. S

R 15

43

JOIN

T A

T R

AD. S

R 15

47

SR 1546

8C.062016, 8C.077072

MONTGOMERY COUNTY MAPS

5


TYPICAL SECTIONSRICHMOND COUNTY

396+

68

EXPRESSWAY GUTTER

SR 1148

173+

36

BOATING ACCESSWILDLIFE

SR 11

49

211

+00

230+

43

230+

80

DO NOT PAVE

@ MTN. CK.

BRIDGE

COLEMAN’S CK.

DO NOT PAVE

BRIDGE

LITTLE RIVER

DO NOT PAVE

BRIDGE

SR 11

51

147+

50

SR 10

05

0+

00

@

JOIN

T

SR 11

46

SR 11

46

77+

02

@

JOIN

T

Ingra

m

Mill Rd.

171+

39

173+

36

SR 1148 SR 1148

398+

88

"212MILL 0" TO

200’

EXPRESSWAY GUTTER

DO NOT PAVE

@ MTN. CK.

CONC. BRIDGE

"212MILL 0" TO

200’200’

"21MILL 2

200’

200’

"212MILL 0" TO

"21MILL 2

200’

"212MILL 0" TO

SR 11

47

8C.077072

8C.062016 6

NO. 3USE TYPICAL SECTION








SR 1148

HW

Y 10

9

SR 1148

733+

24

@

JOIN

T

396+

68

398+

88

LITTLE RIVER

DO NOT PAVE

BRIDGE

SR 11

55

SR 11

57

SR 11

59

SR 11

63

SR 11

63

SR 11

70

SR 11

70

700+

05

SR 1148

SR 1148

SR 11

66

200’

"212MILL 0" TO

200’

"212MILL 0" TO

SR 11

64

7

8C.077072

8C.062016







8

SR 1148

SR 1148

Typical Section #2Incidental Stone Base SR 1149

To Back Of Radius Or As Directed By Engineer

Asphalt Surface Treatment Triple Seal

" I19.0B To 0" I19.0B And Place21Transition From 2

Existing Pavement

Use on SR 1147, Wildlife Boating Access, SR 1155, 1157, 1159, 1163, 1170

To Back Of Radius Or As Directed By Engineer

Asphalt Surface Treatment Triple Seal

" I19.0B To 0" I19.0B And Place21Transition From 2

Typical Section #2

8C.077072

8C.062016


D

D

PAVEMENT SCHEDULE

TYPICAL SECTIONMONTGOMERY COUNTY

VARIES 16’-20’

8C.062016, 8C.077072

F1

EXISTING PAVEMENT

U

F1

U EXISTING PAVEMENT

TYPICAL SECTION NO. 1

9

TOP LAYER SCREENINGS

ASPHALT SURFACE TREATMENT, TRIPLE SEAL TWO LAYERS 78M,


D

D

D

D

PAVEMENT SCHEDULE


D1

F1

D1TYPE I19.0B AT AN AVERAGE RATE OF 285 LBS. PER SQ. YD.

" ASPHALT CONCRETE INTERMEDIATE COURSE.21PROP. APPROX. 2

NOTE: SHOULDER RECONSTRUCTION TO BE DONE BY STATE FORCES

8C.077072

8C.062016

VARIES 18’-30’

VARIES 18’-30’

F1

EXISTING PAVEMENT

U

F1



EXISTING PAVEMENT

10

TOP LAYER SCREENINGS

ASPHALT SURFACE TREATMENT, TRIPLE SEAL TWO LAYERS 78M,

V1

V1MILLING 2.5 INCHES

DIRECTION OF TRAFFIC FLOW

STATIONARY SIGN

LEGEND

gsdavis

AT

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CA

D-270410

C:\

div

8_projects\

Resurfacin

g\

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brurary

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SR 1148 8

C_077072\

Resurfacin

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Warn_2

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C-2014 16:3

1

DE

PA

RT

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OF ANSP

O

RT

ATI

ON

TA

E

OF

NORTH

R

OL

NA

WO

RK

ZO

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TRAFFIC

C

ON

TR

OL

DIV

ISIO

NOF HIG

HW

AY

ST

S

CA

I

M

T

TR

SHEET NO.PROJ. REFERENCE NO.

LIMITS

CONSTRUCTION

Y2

LIMITS

CONSTRUCTION

Y1

5

3

1

2

48’’ X 24’’

END

ROAD WORK

G20-2 A

48’’ X 48’’AHEAD

ROAD

W20-1

WORK1

2

ROAD

48’’ X 48’’

UNDER

CONST

48’’ X 48’’

LOW/SOFTSHOULDER

48’’ X 48’’W20-7 A

48’’ X 48’’

AHEAD

ROAD

W20-1

WORK

PLACED 250’ IN ADVANCE OF FLAGGER.

W7-3aP24’’ X 18’’XX MILES

NEXT

3

4

5

CONSTRUCTION LIMITS AND THEN SPACE 1 MILE THEREAFTER.

THEREAFTER. IF NO -Y- LINES EXIST, PLACE 2ND SET � MILE FROM THE

PLACE INITIALLY AT THE CONSTRUCTION LIMITS AND SPACED 1 MILE APART

INSTALL WHEN -Y- LINES ARE WITHIN 0.5 MILES FROM "END ROAD WORK" SIGN.

WITHIN 500’ OF EACH APPROACH. A MAXIMUM OF 2 SIGN SETS PER MILE. DO NOT

ARE SEPARATED BY 0.25 MILES OR LESS, TREAT AS A SINGLE UNIT AND INSTALL

EACH -Y- LINE APPROACH AS SHOWN ABOVE. FOR MULTIPLE -Y- LINES THAT

SUBDIVISION ROADS ARE NOT "THROUGH" ROADWAYS. INSTALL 500’ +/- FROM

THESE ARE FOR -Y- LINES THAT ARE "THROUGH" ROADWAYS. DEAD END AND

PLACE 500’ FOLLOWING THE END OF CONSTRUCTION LIMITS.

ROUND UP TO NEXT WHOLE NUMBER.(NO FRACTIONAL OR DECIMAL NUMBERS)

#2 SIGN ONLY USED WHEN RESURFACING LIMITS ARE 2 OR MORE MILES IN LENGTH.

ONLY USED ON -Y- LINES IF RESURFACING LIMITS EXTEND 1000’ ALONG -Y- LINE.

PLACE 1000’ PRIOR TO BEGINNING OF CONSTRUCTION LIMITS.

-Y- LINE AS SHOWN BELOW. REMOVE UPON COMPLETION OF WORK.

-Y- LINE, ADVANCE WARNING PORTABLE SIGNS SHALL BE USED ALONG THE

WHEN PAVING/CONSTRUCTION ACTIVITIES PROCEED ACROSS AN UNSIGNED

3) DEAD END ROADS

2) SUBDIVISION ROADS

1) LESS THAN 1000’ OF RESURFACING ALONG -Y- LINE

FOLLOWING -Y- LINE CONDITIONS:

NO REQUIRED STATIONARY SIGNING FOR THE

PLACED 500’ IN ADVANCE OF FLAGGER.

PL

AC

EM

EN

T

PE

R

DI

RE

CTI

ON

SI

GNI

NG

NO

TE

S

AN

D

MAINLINE (-L-) SIGNING -Y- LINE SIGNING

(SEE NOTE BELOW)

(SEE NOTE BELOW)

1 MILE SPACING

1000’ OR MORE

1000’ OR MORE

(SEE NOTE BELOW)

SIGNING FOR RESURFACING PROJECTS

(SEE NOTE BELOW)

1

2

3

5 4 3 3 4

1

5

4

5

1

334

2 LANE ROADWAYS

RURAL AND SUBURBAN

FOR

ADVANCE WARNING SIGNS

RESURFACING

SP 13107

SP 13106

8C.062016, etc. 11

SHEET NO. TOTAL NO.12

4413000000-E 4457000000-N 4810000000-E 4810000000-E

PROJECT COUNTY MAP ROUTE DESCRIPTION TYP LANES LANE TYPE

FINAL SURFACE TESTING

REQUIRED

WARM MIX ASPHALT

REQUIRED

LENGTH WIDTH INCIDENTAL STONE BASE

2.5" MILLING

0" TO 2.5" MILLING

INTERMEDIATE COURSE, I19.0B

ASPHALT BINDER FOR PLANT MIX

ASPHALT SURFACE

TREATMENT, TRIPLE SEAL

WORK ZONE ADVANCE/ GENERAL WARNING SIGNING

TEMPORARY TRAFFIC

CONTROL

4" WHITE PAINT

4" YELLOW PAINT

NO NO NO MI FT TONS SY SY TONS TONS SY SF LS LF LF8C.062016 Montgomery 1 SR 1100 FROM JT AT SR 1103 TO JT @ NC 109 1 2 2WU NO NO 1.03 16 9,795.00 120 0.04 21,698 20,054

1.03 9,795.00 120 0.04 21,698 20,054

8C.062016 Montgomery 2 SR 1116 FROM JT AT SR 1118 TO JT AT NC 109 1 2 2WU NO NO 2.2 18 23,893.00 247 0.08 46,969 41,6742.2 23,893.00 247 0.08 46,969 41,674

8C.062016 Montgomery 3 SR 1118 FROM JT AT NC 731 TO BEGIN RADIUS AT SR 1115 1 2 2WU NO NO 1.38 20 16,203.00 155 0.05 29,164 27,3701.38 16,203.00 155 0.05 29,164 27,370

8C.062016 Montgomery 4 SR 1210 FROM JT AT SR 1118 TO DEAD END 1 2 2WU NO NO 0.08 18 978.00 9 0.010.08 978.00 9 0.01

8C.062016 Montgomery 5 SR 1540 FROM JT AT SR 1005 TO JOINT AT SR 1541 1 2 2WU NO NO 1.72 18 18,413.00 193 0.06 36,452 36,3241.72 18,413.00 193 0.06 36,452 36,324

8C.062016 Montgomery 6 SR 1541 FROM THE END OF RADIUS IN RICHMOND COUNTY TO

BEGIN RADIUS AT SR 1540 1 2 2WU NO NO 1.44 20 15,494.00 195 0.05 27,888 15,4101.44 15,494.00 195 0.05 27,888 15,410

8C.062016 Montgomery 7 SR 1541 FROM RADIUS AT SR 1540 TO JT AT SR 1540 1 2 2WU NO NO 1.46 15 13,853.00 162 0.05 31,168 27,9661.46 13,853.00 162 0.05 31,168 27,966

8C.062016 Montgomery 8 SR 1542 FROM RICHMOND CO LINE TO MP 1.3 1 2 2WU NO NO 1.3 18 13,728.00 164 0.04 27,456 18,7521.3 13,728.00 164 0.04 27,456 18,752

8C.062016 Montgomery 9 SR 1542 FROM MP 1.3 TO JT AT BEGIN OF RADIUS AT NC 731 1 2 2WU NO NO 1.42 18 15,044.00 160 0.05 29,922 26,7821.42 15,044.00 160 0.05 29,922 26,782

8C.062016 Montgomery 10 SR 1546 FROM JT PAST SR 1547 TO JT AT SR 1543 1 2 2WU NO NO 1.76 18 18,636.00 198 0.07 37,272 30,7101.76 18,636.00 198 0.07 37,272 30,710

13.79 146,037.00 1,603 0.50 287,989 245,042

8C.077072 Richmond 11 SR 1148 FROM SR 1005 TO NC 109 2,3 2 2WU NO NO 13.89 18-30 60 3,556 2,000 14,687 705 164,800.00 1,296 0.50 293,296 293,29613.89 60 3,556 2,000 14,687 705 164,800.00 1,296 0.50 293,296 293,296

13.89 60 3,556 2,000 14,687 705 164,800.00 1,296 0.50 293,296 293,296

27.68 60 3556 2000 14687 705 310837 2899 1.00 581285 538338

TOTAL FOR PROJ NO. 8C.062016

TOTAL FOR MAP NO. 11

TOTAL FOR MAP NO. 1

TOTAL FOR MAP NO. 2

TOTAL FOR MAP NO. 3

TOTAL FOR MAP NO. 4

TOTAL FOR MAP NO. 5

TOTAL FOR MAP NO. 6

GRAND TOTAL

S U M M A R Y O F Q U A N T I T I E S

TOTAL FOR MAP NO. 7

TOTAL FOR MAP NO. 8

TOTAL FOR MAP NO. 9

TOTAL FOR MAP NO. 10

533,031

586,592

586,592

1119623

TOTAL FOR PROJ NO. 8C.077072

PROJECT NO.8C.062016, 8C.077072

793040 montgomery county - ncdot 8 letting/02...2015/02/10 · 2038 1428 1427 1424 1429 1989 1966...

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