2026-02-09_Downtown_Carthage_Roadway_Improvements.pdf

ON-STREET PARKING

VAR.

0'-9'

MATCH EXIST

12' 2.5'

C&G

CL -L1-

-L2-

12'

ON-STREET PARKING

VAR.

0' - 9'

MATCH EXIST

2.5' C&G

V1 V1

TYPICAL SECTION NO. 1

-L1- STA 100+18.90 TO STA 103+50.73

-L2- STA 200+00.00 TO STA 202+00.74

R1

E1 E1

R1

C1C1

PROPOSED BY OTHERS PROPOSED BY OTHERS

ON-STREET PARKING

VAR.

0'-9'

MATCH EXIST

12' 2.5'

C&G

CL -L3-

12'

ON-STREET PARKING

VAR.

0' - 9'

MATCH EXIST

2.5' C&G

V1 V1

TYPICAL SECTION NO. 3

-L3- STA 300+00.00 TO STA 303+40.44

12'

E1E1

R1

R1

C1C1

PROPOSED BY OTHERS PROPOSED BY OTHERS

EXISTING

GROUND

M

AT

C H

LI

N

E A

R2

INSET A

SEE SHEET C-4.0 FOR STATIONING OF VALLEY CURB

E1

TYPICAL SECTION NO. 2

-RAB- STA 10+00.00 TO STA 15+53.80

MATCH EXIST

24.0'

2.5' C&G

-RAB-CL

E1

R1

M

ATC

H

LIN

E A

V1C1

PROPOSED BY OTHERS

PROPOSED BY OTHERS

E1

R3

PROPOSED BY OTHERS

MATCH EXIST

A1 12" TRUCK MOUNTABLE CONCRETE ISLAND (CLASS AA)

R4 1'- 6" CONCRETE CURB AND GUTTER

T EARTH MATERIAL

D1

C2

R1

PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C, AT AN

AVERAGE RATE OF 168 LBS. PER SQ. YD.

PROP. APPROX. 4.0" ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.0C, AT AN

AVERAGE RATE OF 456 LBS. PER SQ. YD.

2' - 6" CONCRETE CURB AND GUTTER

E1

PROP. APPROX. 7" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT AN AVERAGE

RATE OF 798 LB PER SQ. YARD TO BE PLACED IN TWO LIFTS NOT LESS THAN 3" OR

GREATER THAN 5.5" IN DEPTH.

NOTES:

1) USE REINFORCED SOIL SLOPES WHERE SLOPE IS GREATER THAN 2:1.

2) SEE PLAN SHEETS FOR LIMITS OF CURB AND GUTTER.

PAVEMENT SCHEDULE

R3 9" VERTICAL CURB, SEE 18" VERTICAL CURB DETAIL

V1 1.5" MILLING OF EXISTING PAVEMENT

C1 PROP. APPROX. 1.5" ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C, AT AN

AVERAGE RATE OF 168 LBS. PER SQ. YD.

W WEDGING

R2 2' CONCRETE VALLEY GUTTER

C3

PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE TYPE S9.5C, AT AN

AVERAGE RATE OF 168 LBS. PER SQ. YD. PER 1" DEPTH TO BE PLACED IN LAYERS

NOT TO EXCEED 2" OF DEPTH

D2

PROP. VAR. DEPTH ASPHALT CONCRETE INTERMEDIATE COURSE TYPE I19.0C, AT AN

AVERAGE RATE OF 456 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT

LESS THAN 2 12" OR GREATER THAN 4" IN DEPTH.

U EXISTING PAVEMENT

M

AT

C H

LI

N

E

D O

W N

TO

W

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AR

TH

AG

E

R O

AD

W

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TY

PI

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Docusign Envelope ID: 6A41DD34-7AD2-4142-9FBB-EF81117C0499

2/9/2026

CR

CR

CR

CR

CR CR

R7.0'

R7.0'

R8.0'

R7.0'

R7.0'

R7.0'

R7.0'

R5.0'

R7.0'

R7.0'

R7.0'

R7.0'

R18.0'

DRIVEWAY DESIGN BY OTHERS

DRIVEWAY DESIGN

BY OTHERS

DRIVEWAY DESIGN BY OTHERS

R24.5'

R24.5'

R24.5'

R103.5'

R103.5'

R7.0'

R3.5'

R3.5'

BEGIN CONSTRUCTION

-L1- STA:100+18.90

END CONSTRUCTION

END MILLING AND OVERLAY

-L3- STA:303+40.44

TIE TO EXISTING CURB AND GUTTER

-L1- STA:100+19.82' OFF:49.69'LT

TIE TO EXISTING CURB AND GUTTER

-L1- STA:100+62.20' OFF:52.85'RT

TIE TO EXISTING

-L2- STA:201+99.51' OFF:21.42'RT

TIE TO EXISTING

-L2- STA:201+67.81'

OFF:19.59'LT

TIE TO EXISTING CURB AND GUTTER

-L3- STA:303+21.49' OFF:69.79'LT

TIE TO EXISTING CURB AND GUTTER

-L3- STA:303+16.99' OFF:78.71'RT

TIE TO DESIGN BY OTHERS

-RAB- STA:15+11.61' OFF:26.51'RT

TIE TO DESIGN BY OTHERS

-RAB- STA:10+42.64' OFF:25.08'RT

TIE TO DESIGN BY OTHERS

-RAB- STA:14+70.70' OFF:26.55'RT

TIE TO DESIGN BY OTHERS

-RAB- STA:13+28.55' OFF:26.30'RTBEGIN ALIGNMENT

-L1- STA:100+00.00

NORTHING: 581359.79

EASTING: 1875328.41

END ALIGNMENT

-L2- STA:202+52.48

NORTHING: 581278.05

EASTING: 1875856.34

END ALIGNMENT

-L3- STA:303+49.87

NORTHING: 580745.63

EASTING: 1875966.79

END MILLING AND OVERLAY

END CONSTRUCTION

-L2- STA:202+00.74

OFF: 0.00'

PROP VERTICAL CURB

STA:102+96.68'

OFF 1.96' LT

PROP VERTICAL CURB

STA:300+57.11'

OFF 1.86' LT

9.

0'

12.0'

26.0'

26.0'

26.0'

.0

.0 '9

.0

.0

9.0' 12.0' 12.0' 9.6'

9.0' 12.0'

9.0' 12.0'

12.0'

CONCRETE VALLEY

GUTTER

CONCRETE VALLEY

GUTTER

CONCRETE VALLEY

GUTTER

2'-6" C&G

9" VERTICAL CURB

2'-6" C &G

2'-6" C&G

2'-6" C&G

2'-6" C &G

2'-6" C&G

2'-6" C&G

2'-6" C&G 2'-6" C&G

M

AR

TIN

ST

MCREYNOLDS ST

MONROE ST

N R

AY ST

N M

C N

EIL ST

BP

: 1

+0 0.

EP: 103+50.73

PC

: 1

+4

9.

PT

: 1

+9

0.

BP: 200+00.00

EP: 202+52.73

103+51

100+00

101+00 102+00

103+00

2+

0+

1+

2+

BEGIN/END ALIGNMENT

-RAB- STA:10+00.00

-RAB- STA:15+54.00

-L1- STA:103+44.98=

-RAB- STA:10+00

-L3- STA:300+05.78=

-RAB- STA:12+80.19

NORTHING: 580966.91

EASTING: 1875703.28

17.5'

12.0'

26.0'

26.0'

-L2- STA:200+00.75=

-RAB- STA:14+25.05

NORTHING: 581093.72

EASTING: 1875684.90

303+50300+00 301+00

302+00 303+00

BP: 300+00.00

EP

: 3

+5

0.

TIE TO DESIGN BY OTHERS

-RAB- STA:13+69.82' OFF:26.57'RT

R99.5'

R114.0'

R248.0'

R48.0'

R103.5'

R103.5'

R99.5'

R103.5'

R7.0'

TIE TO DESIGN BY OTHERS

-RAB- STA:10+94.77' OFF:26.05'RT

12.0'

EX

R18.0'

R17.0'

R26.0'

R18.0'

R8.5'

R8.5'

TIE TO EXISTING CURB AND GUTTER

-L2- STA:201+66.40' OFF:20.60'RT

TIE TO EXISTING CURB AND GUTTER

-L2- STA:200+87.56' OFF:22.31'RT

SEE HARDSCAPE PLANS FOR

STAMPED CONCRETE DETAIL

SEE HARDSCAPE PLANS FOR

STAMPED CONCRETE DETAIL

SEE HARDSCAPE PLANS FOR

STAMPED CONCRETE DETAIL

R26'

R6.5'

SEE HARDSCAPE PLANS FOR

STAMPED ASPHALT DETAIL

R125.0'

R9.0'

5.0' 19.5'

.0

5.0'

END CURB TRANSITION

-RAB- STA:12+70.21' OFF:0.00'RT

BEGIN CURB TRANSITION

-RAB- STA:13+02.08' OFF:0.00'RT

END CURB TRANSITION

-RAB- STA:15+44.22' OFF:0.00'RT

BEGIN CURB TRANSITION

-RAB- STA:10+27.19' OFF:0.00'RT

EX

EX.EX.

END CURB TRANSITION

-RAB- STA:13+33.83' OFF:0.00'LT

BEGIN CURB TRANSITION

-RAB- STA:12+38.46' OFF:0.00'LT

END CURB TRANSITION

-RAB- STA:10+57.55' OFF:0.00'LT

BEGIN CURB TRANSITION

-RAB- STA:15+13.85' OFF:0.00'LT

+6

+0

11+00 12+00

+0

14+00

15+00

BP: 10+00.00

EP: 15+66.89

PC

: 1

1+

.2

PC

: 1

4+

.1

PT

: 1

1+

.2

PT

: 1

4+

.1

PCC: 10+00.00

PCC: 10+27.19

PCC: 10+57.55

PCC: 12+38.45

PCC: 12+70.21

PCC: 13+02.08

PCC: 13+33.84

PCC: 15+13.85

PCC: 15+44.22

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NORTH

LEGEND

MILL AND OVERLAY

EXISTING SIGNAL

PROPOSED FULL

DEPTH PAVEMENT

PROPOSED

CONCRETE

D O

W N

TO

W

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AR

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AG

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DESIGN BY OTHERS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

Hor. Scale:1"=30' | Vert. Scale:1"=3'

-L1- MCREYNOLDS ST

99+50 100+00

4.

4.

101+00

9.

9.

102+00

3.

3.

103+00

5.

5.

104+00 104+50

BEGIN CONSTRUCTION

BEGIN MILL AND RESURFACING

STA:100+18.90

ELEV:575.70

END MILLING AND RESURFACING

-L1- STA:103+50.73 =

-RAB- 10+00.00

ELEV: 585.0'EXISTING GRADE

Hor. Scale:1"=30' | Vert. Scale:1"=3'

-L2- MARTIN ST

199+50 200+00

3.

3.

201+00

9.

9.

202+00

1.

1.

203+00 203+50

EXISTING GRADE

END CONSTRUCTION

END MILL AND RESURFACING

STA:202+00.74

ELEV:571.7'

BEGIN MILLING AND RESURFACING

-L2- STA: 200+00.00 =

-RAB- STA: 14+14.17

ELEV: 583.9'

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Hor. Scale:1"=30' | Vert. Scale:1"=3'

-RAB-

9+75 10+00

5.

5.

11+00

3.

3.

12+00

2.

2.

13+00

2.

2.

14+00

3.

3.

15+00

4.

4.

16+00

EXISTING GRADE

BEGIN PROPOSED GRADE

-RAB- STA: 10+00.00 =

-L1- STA: 103+44.98

ELEV: 585.2'

-RAB- STA: 14+25.05 =

-L2- STA: 200+00.75

ELEV: 583.7'-RAB- STA: 12+80.19 =

-L3- STA: 300+05.77

ELEV: 582.6

END PROPOSED GRADE-

RAB- STA: 15+66.97 =

ELEV: '

Hor. Scale:1"=30' | Vert. Scale:1"=3'

-L3- MONROE ST

299+50 300+00

2.

2.

301+00

9.

9.

302+00

4.

4.

303+00

0.

0.

304+00 304+50

EXISTING GRADE

BEGIN MILLING AND RESURFACING

-L3- STA: 300+00.00 =

-RAB- STA: 12+72.56

ELEV: 582.7'

END CONSTRUCTION

END MILL AND RESURFACING

STA:303+40.44

ELEV:569.2'

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DIRECTION OF TRAFFIC FLOW

DRUM

WORK AREA

TRAFFIC CONTROL LEGEND

TR

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TIME RESTRICTIONS:

DO NOT CLOSE TRAVEL LANES AS FOLLOWS:

TRAFFIC CONTROL DEVICES:

T) SPACE CHANNELIZING DEVICES IN WORK AREAS NO GREATER THAN TWICE THE POSTED

SPEED LIMIT (MPH), EXCEPT 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN

TRAVELWAY, WHEN LANE CLOSURES ARE NOT IN EFFECT.

U) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 ATTACHED, OF SUFFICIENT

LENGTH TO CLOSE ENTIRE ROADWAY. STAGGER OR OVERLAP BARRICADES TO ALLOW FOR

INGRESS OR EGRESS.

V) PLACE SETS OF THREE DRUMS PERPENDICULAR TO THE EDGE OF THE TRAVELWAY ON 300 FT

CENTERS WHEN UNOPENED LANES ARE CLOSED TO TRAFFIC. THESE DRUMS SHALL BE IN

ADDITION TO CHANNELIZING DEVICES.

ADAPT THE TRAFFIC CONTROL PLANS, WHEN DIRECTED BY THE ENGINEER, TO MEET FIELD

CONDITIONS TO PROVIDE SAFE AND EFFICIENT TRAFFIC MOVEMENT. CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS AND ROADWAY DETAILS

ARE NOT ATTAINABLE, OR RESULT IN DUPLICATE, OR UNDESIRED OVERLAPPING OF DEVICES.

MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING OR REMOVAL OF DEVICES.

THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION

PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER.

CONSTRUCTION RESTRICTIONS:

C) DO NOT CONDUCT ANY HAULING OPERATIONS AGAINST THE FLOW OF TRAFFIC OF AN OPEN

TRAVELWAY UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL OR OTHERWISE

DIRECTED BY THE ENGINEER.

TRAFFIC PATTERN ALTERATIONS:

L) NOTIFY THE ENGINEER AND NCDOT TWENTY ONE (30) CALENDAR DAYS PRIOR TO ANY TRAFFIC

PATTERN ALTERATION.

ROAD NAME DAY AND TIME RESTRICTIONS

LANE AND SHOULDER CLOSURE REQUIREMENTS:

D) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO LONGER NEEDED, OR AS DIRECTED BY THE

ENGINEER.

E) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 40 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING NCDOT ROADWAY STANDARD DRAWING NO. 1101.04

UNLESS THE WORK AREA IS PROTECTED BY BARRIER OR GUARDRAIL.

F) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER ADJACENT TO AN

UNDIVIDED FACILITY AND WITHIN 5 FT OF AN OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY

BARRIER OR GUARDRAIL.

G) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO BY THE ENGINEER. CONDUCT THE WORK SO

THAT ALL PERSONNEL AND/OR EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE.

H) DO NOT WORK SIMULTANEOUSLY, ON BOTH SIDES OF AN OPEN TRAVELWAY, WITHIN THE SAME

LOCATION, ON A TWO-LANE, TWO-WAY ROAD.

I) DO NOT PERFORM WORK INVOLVING HEAVY EQUIPMENT WITHIN 15 FT OF THE EDGE OF TRAVELWAY

WHEN WORK IS BEING PERFORMED BEHIND A LANE CLOSURE ON THE OPPOSITE SIDE OF THE

TRAVELWAY.

PAVEMENT EDGE DROP OFF REQUIREMENTS:

J) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT IN AREAS

ADJACENT TO AN OPENED TRAVEL LANE THAT HAS A DROP-OFF AS FOLLOWS:

BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS LESS THAN

45 MPH.

BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE ENGINEER.

K) DO NOT EXCEED A DIFFERENCE OF 1.5 INCHES IN ELEVATION BETWEEN OPEN LANES OF TRAFFIC.

INSTALL ADVANCE WARNING "UNEVEN LANES" SIGNS (W8-11) 500 FT IN ADVANCE OF THE UNEVEN

AREA.

SIGNING:

M) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN 100 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.

WHEN NO WORK IS BEING CONDUCTED FOR A PERIOD LONGER THAN ONE WEEK, REMOVE OR COVER

ALL ADVANCE WORK ZONE WARNING SIGNS, AS DIRECTED BY THE ENGINEER.

N) PROVIDE PERMANENT SIGNING.

O) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY TRAFFIC PATTERN.

P) INSTALL BLACK ON ORANGE "DIP" SIGNS (W8-2) 500 FT IN ADVANCE OF THE UNEVEN AREA.

Q) INSTALL BLACK ON ORANGE "BUMP" SIGNS (W8-1) 500 FT IN ADVANCE OF THE UNEVEN AREA.

PAVEMENT MARKINGS AND MARKERS:

W) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE

(PERMANENT MARKERS).

X) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS ON

INTERIM LAYERS OF PAVEMENT (TEMPORARY MARKERS)

Y) REFER TO SECTION 1205 OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND

STRUCTURES DATED 2018 FOR APPLICATION TIMES AND TEMPERATURE CONDITIONS FOR

PAVEMENT MARKINGS.

Z) TIE TEMPORARY AND FINAL PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING

LINES AS DETERMINED BY THE ENGINEER.

AA) REPLACE ANY PAVEMENT MARKINGS THAT HAVE BEEN DAMAGED BY THE END OF EACH

DAY'S OPERATION.

BB) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL APPLICATION AND EVERY SIX MONTHS

AS DIRECTED BY THE ENGINEER.

CC) CONTRACTOR SHALL MAINTAIN ALL TEMPORARY PAINT PAVEMENT MARKINGS UNTIL

COMPLETION OF THERMOPLASTIC PAVEMENT MARKING INSTALLATION.

DD) BEFORE SHIFTING TRAFFIC TO NEW LOCATIONS, CONTRACTOR SHALL REMOVE ANY

MARKINGS WHICH CONFLICT WITH THE NEW TRAFFIC PATTERN(S).

EE) PAVEMENT MARKINGS SHALL BE INSTALLED TO CREATE 11' MINIMUM LANE WIDTH, WHERE

FEASIBLE. IN AREAS WHERE 11' LANE WIDTHS ARE NOT ATTAINABLE DUE TO EXISTING LANE

WIDTHS AND CONFIGURATIONS, AND DUE TO WORK AREA REQUIREMENTS, THE CONTRACTOR

SHALL COORDINATE WITH THE ENGINEER PRIOR TO AND DURING LAYOUT OF THE TEMPORARY

CONFIGURATION TO ACHIEVE LANE WIDTHS TO THE GREATEST EXTENT FEASIBLE.

PEDESTRIAN AND TRANSIT ACCESS / ACCOMMODATIONS:

A) CONTACT EMERGENCY, FIRE, RESCUE, LOCAL BUSINESSES, AND MOORE COUNTY

COURTHOUSE AT LEAST THREE WEEKS PRIOR TO ROAD CLOSURE AND/OR IMPLEMENTATION OF

DETOUR ROUTE.

B) DO NOT PLACE EQUIPMENT ON OR RESTRICT PEDESTRIAN MOVEMENTS ON SIDEWALKS AT

ANY TIME, UNLESS OTHERWISE APPROVED BY THE ENGINEER.

C) PEDESTRIAN ACCESS SHALL BE MAINTAINED ALONG ALL EXISTING SIDEWALKS AND PATHS

FOR THE DURATION OF CONSTRUCTION AT ALL POSSIBLE TIMES, UNLESS OTHERWISE DIRECTED

OR APPROVED BY THE ENGINEER. PROTECT PEDESTRIANS FROM WORK AREAS BY USE OF

WATER FILLED BARRIERS, SAFETY FENCE, AND OTHER DEVICES AS NECESSARY.

D) MAINTAIN EXISTING PEDESTRIAN ROUTES DURING CONSTRUCTION AT ALL POSSIBLE TIMES.

MAINTAIN EXISTING SIDEWALK UNTIL NEW SIDEWALK IS IN PLACE, USING SAFETY FENCE AS

NEEDED TO KEEP PEDESTRIANS OUT OF THE WORK AREAS.

NONE

B) DO NOT CLOSE OR NARROW TRAVEL LANES DURING HOLIDAYS AND SPECIAL

EVENTS AS FOLLOWS:

ROAD NAME

MCREYNOLDS STREET

MONROE STREET

MARTIN STREET

HOLIDAY

1. FOR ANY UNEXPECTED OCCURRENCE THAT CREATES UNUSUALLY HIGH TRAFFIC

VOLUMES, AS DIRECTED BY THE ENGINEER.

2. FOR NEW YEAR'S, BETWEEN THE HOURS OF 6:00 A.M. DECEMBER 31st

TO 7:00 P.M. JANUARY 2ND. IF NEW YEAR'S DAY IS ON A FRIDAY,

SATURDAY, SUNDAY, OR MONDAY THEN UNTIL 7:00 P.M. THE FOLLOWING

TUESDAY.

3. FOR EASTER, BETWEEN THE HOURS OF 6:00 A.M. THURSDAY AND

7:00 P.M. MONDAY.

4. FOR MEMORIAL DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY TO

7:00 P.M. TUESDAY.

5. FOR INDEPENDENCE DAY, BETWEEN THE HOURS OF 6:00 A.M. THE

DAY BEFORE INDEPENDENCE DAY AND 7:00 P.M. THE DAY AFTER

INDEPENDENCE DAY.

IF INDEPENDENCE DAY IS ON A FRIDAY, SATURDAY, SUNDAY OR MONDAY

THEN BETWEEN THE HOURS OF 6:00 A.M. THE THURSDAY BEFORE

INDEPENDENCE DAY AND 7:00 P.M. THE TUESDAY AFTER

INDEPENDENCE DAY.

6. FOR LABOR DAY, BETWEEN THE HOURS OF 6:00 A.M. FRIDAY AND

7:00 P.M. TUESDAY.

7. FOR THANKSGIVING DAY, BETWEEN THE HOURS OF 6:00 A.M. TUESDAY TO

7:00 P.M. MONDAY.

8. FOR CHRISTMAS, BETWEEN THE HOURS OF 6:00 A.M. THE FRIDAY

BEFORE THE WEEK OF CHRISTMAS DAY AND 7:00 P.M. THE FOLLOWING

TUESDAY AFTER THE WEEK OF CHRISTMAS.

THE CONTRACTOR SHALL PLACE ALL CONSTRUCTION WARNING SIGNS ONE WEEK PRIOR TO THE BEGINNING OF WORK. THE APPROACH WARNING SIGNS SHALL BE PLACED ON ALL APPLICABLE ROADS AND SHALL REMAIN IN PLACE

UNTIL CONSTRUCTION IS COMPLETED.

PRIOR TO BEGINNING ANY WORK THE CONTRACTOR SHALL INSTALL WORK ZONE ADVANCE WARNING SIGNS AS

SHOWN IN THE NCDOT ROADWAY STANDARD DRAWINGS NO. 1101.04.

PHASE I

WHILE MAINTAINING EXISTING TRAFFIC AND USING NCDOT STANDARD DRAWING 1101.04 FOR TEMPORARY LANE

CLOSURES AS NEEDED, THE CONTRACTOR SHALL PERFORM THE FOLLOWING:

· CONSTRUCT PROPOSED IMPROVEMENTS ON COURTHOUSE CENTER INCLUDING GRADING, MILLING, PAVEMENT

WIDENING, SIDEWALK CONSTRUCTION AND PROPOSED CURB AND GUTTER INSTALLATION.

ONCE CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL PLACE FINAL LAYER OF ASPHALT AND FINAL PAVEMENT

MARKINGS AND MARKERS AS SEEN IN SHEETS C-7.0 TO C-7.2.

PHASE II

WHILE MAINTAINING EXISTING TRAFFIC AND USING NCDOT STANDARD DRAWING 1101.04 FOR TEMPORARY LANE

CLOSURES AS NEEDED, THE CONTRACTOR SHALL PERFORM THE FOLLOWING:

· CONSTRUCT PROPOSED IMPROVEMENTS ON THE NORTH-EAST CORNER OF COURTHOUSE CENTER INCLUDING PAVEMENT WIDENING, SIDEWALK CONSTRUCTION AND PROPOSED CURB AND GUTTER INSTALLATION.

ONCE CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL PLACE FINAL LAYER OF ASPHALT AND FINAL PAVEMENT

MARKINGS AND MARKERS AS SEEN IN SHEETS C-7.0 TO C-7.2.

PHASE III

WHILE MAINTAINING EXISTING TRAFFIC AND USING NCDOT STANDARD DRAWING 1101.04 FOR TEMPORARY LANE

CLOSURES AS NEEDED, THE CONTRACTOR SHALL PERFORM THE FOLLOWING:

· CONSTRUCT PROPOSED IMPROVEMENTS ON THE NORTH-WEST CORNER OF COURTHOUSE CENTER INCLUDING PAVEMENT WIDENING, SIDEWALK CONSTRUCTION AND PROPOSED CURB AND GUTTER INSTALLATION.

ONCE CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL PLACE FINAL LAYER OF ASPHALT AND FINAL PAVEMENT

MARKINGS AND MARKERS AS SEEN IN SHEETS C-7.0 TO C-7.2.

PHASE IV

WHILE MAINTAINING EXISTING TRAFFIC AND USING NCDOT STANDARD DRAWING 1101.04 FOR TEMPORARY LANE

CLOSURES AS NEEDED, THE CONTRACTOR SHALL PERFORM THE FOLLOWING:

· CONSTRUCT PROPOSED IMPROVEMENTS ON THE SOUTH-WEST CORNER OF COURTHOUSE CENTER INCLUDING GRADING, MILLING, PAVEMENT WIDENING, SIDEWALK CONSTRUCTION AND PROPOSED CURB AND GUTTER

INSTALLATION..

ONCE CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL PLACE FINAL LAYER OF ASPHALT AND FINAL PAVEMENT

MARKINGS AND MARKERS AS SEEN IN SHEETS C-7.0 TO C-7.2.

PHASE V

WHILE MAINTAINING EXISTING TRAFFIC AND USING NCDOT STANDARD DRAWING 1101.04 FOR TEMPORARY LANE

CLOSURES AS NEEDED, THE CONTRACTOR SHALL PERFORM THE FOLLOWING:

· CONSTRUCT PROPOSED IMPROVEMENTS ALONG THE NORTH SIDE OF MONROE STREET INCLUDING GRADING, MILLING, PAVEMENT WIDENING, SIDEWALK CONSTRUCTION AND PROPOSED CURB AND GUTTER INSTALLATION.

1101.05 WORK ZONE VEHICLE ACCESSES

1101.01 WORK ZONE ADVANCE WARNING SIGNS

1101.03 TEMPORARY ROAD CLOSURES

1101.04 TEMPORARY SHOULDER CLOSURES

1101.11 TRAFFIC CONTROL DESIGN TABLES

1110.02 PORTABLE WORK ZONE SIGNS

1110.01 STATIONARY WORK ZONE SIGNS

1115.01 FLASHING ARROW BOARDS

1130.01 DRUM

1135.01 CONES

1145.01 BARRICADES

1150.01 FLAGGING DEVICES

1160.01 TEMPORARY CRASH CUSHION

1165.01 TRUCK MOUNTED ATTENUATOR DELINEATION

1170.01 POSITIVE PROTECTION

1180.01 SKINNY-DRUM

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

1205.06 PAVEMENT MARKINGS - THRU LANE DROPS

1205.07 PAVEMENT MARKINGS - PEDESTRIAN CROSSWALKS

1205.09 PAVEMENT MARKINGS - PAINTED ISLANDS

1205.08 PAVEMENT MARKINGS - SYMBOLS AND WORD MESSAGES

1250.01 RAISED PAVEMENT MARKERS - INSTALLATION SPACING

1251.01 RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY

1264.01 OBJECT MARKERS - TYPES

1264.02 OBJECT MARKERS - INSTALLATION

1101.02 TEMPORARY LANE CLOSURES

THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" -

PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,

DATED JANUARY 2024 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY

ARE CONSIDERED A PART OF THESE PLANS:

CARTHAGE ROADWAY IMPROVEMENTS WILL BE CONSTRUCTED IN MULTIPLE PHASES IN AN EFFORT TO MAINTAIN TRAFFIC AND LOCAL ACCESS AT ALL POSSIBLE TIMES DURING CONSTRUCTION. LOCAL

TRAFFIC WILL BE MAINTAINED USING TEMPORARY TRAFFIC PATTERNS.

ROADWAY STANDARD DRAWINGS

STD. NO. TITLE

MANAGEMENT STRATEGIES

GENERAL NOTES

GENERAL NOTES CONTINUED

CONSTRUCTION PHASING

ROADWAY STANDARD DRAWINGS

PHASE VI

WHILE MAINTAINING EXISTING TRAFFIC AND USING NCDOT STANDARD DRAWING 1101.04 FOR TEMPORARY LANE

CLOSURES AS NEEDED, THE CONTRACTOR SHALL PERFORM THE FOLLOWING:

· CONSTRUCT PROPOSED IMPROVEMENTS ALONG THE SOUTH SIDE OF MONROE STREET INCLUDING GRADING, MILLING, PAVEMENT WIDENING, SIDEWALK CONSTRUCTION AND PROPOSED CURB AND GUTTER INSTALLATION.

ONCE CONSTRUCTION OF PHASE 5 AND 6 IS COMPLETE, CONTRACTOR SHALL PLACE FINAL LAYER OF ASPHALT AND

FINAL PAVEMENT MARKINGS AND MARKERS AS SEEN IN SHEETS C-7.0 TO C-7.2.

PHASE VII

WHILE MAINTAINING EXISTING TRAFFIC AND USING NCDOT STANDARD DRAWING 1101.04 FOR TEMPORARY LANE

CLOSURES AS NEEDED, THE CONTRACTOR SHALL PERFORM THE FOLLOWING:

· CONSTRUCT PROPOSED IMPROVEMENTS ALONG THE NORTH SIDE OF MCREYNOLDS STREET INCLUDING GRADING, MILLING, PAVEMENT WIDENING, SIDEWALK CONSTRUCTION AND PROPOSED CURB AND GUTTER

INSTALLATION.

PHASE VIII

WHILE MAINTAINING EXISTING TRAFFIC AND USING NCDOT STANDARD DRAWING 1101.04 FOR TEMPORARY LANE

CLOSURES AS NEEDED, THE CONTRACTOR SHALL PERFORM THE FOLLOWING:

· CONSTRUCT PROPOSED IMPROVEMENTS ALONG THE SOUTH SIDE OF MCREYNOLDS STREET INCLUDING GRADING, MILLING, PAVEMENT WIDENING, SIDEWALK CONSTRUCTION AND PROPOSED CURB AND GUTTER

INSTALLATION.

ONCE CONSTRUCTION OF PHASE 7 AND 8 IS COMPLETE, CONTRACTOR SHALL PLACE FINAL LAYER OF ASPHALT AND

FINAL PAVEMENT MARKINGS AND MARKERS AS SEEN IN SHEETS C-7.0 TO C-7.2.

PHASE IX

WHILE MAINTAINING EXISTING TRAFFIC AND USING NCDOT STANDARD DRAWING 1101.04 FOR TEMPORARY LANE

CLOSURES AS NEEDED, THE CONTRACTOR SHALL PERFORM THE FOLLOWING:

· CONSTRUCT PROPOSED IMPROVEMENTS ON MARTIN STREET INCLUDING GRADING, MILLING, PAVEMENT

WIDENING, SIDEWALK CONSTRUCTION AND PROPOSED CURB AND GUTTER INSTALLATION

ONCE CONSTRUCTION IS COMPLETE, CONTRACTOR SHALL PLACE FINAL LAYER OF ASPHALT AND FINAL PAVEMENT

MARKINGS AND MARKERS AS SEEN IN SHEETS C-7.0 TO C-7.2.

CONSTRUCTION PHASING

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

TRAFFIC CONTROL LEGEND

16.0'

.0

12.0'

M

AR

TIN

ST

MCREYNOLDS ST

MONROE ST

N R

AY ST

N M

C N

EIL ST

10.0'

10.0'

SKINNY DRUM

NCDOT 1180.01

(TYP.)

.0

12' - 16.5'

-RAB-CL

2.0'

PHASE 1 TYPICAL SECTION

SEE SHEET C-4.0 FOR STATIONING

2.0'2.0' 2.0' 12' - 16.5'

-RAB-CL

2.0'

PHASE 1 TYPICAL SECTION

SEE SHEET C-4.0 FOR STATIONING

2.0'2.0' 2.0'

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

TR

AF

FI

C

C O

N

TR

O L

PH

AS

E

C-6.1

NORTH

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

18.0'

M

AR

TIN

ST

MCREYNOLDS ST

MONROE ST

N R

AY ST

N M

C N

EIL ST

10.0'

12.5'

SKINNY DRUM

NCDOT 1180.01

(TYP.)

18.0'

-RAB-CL

PHASE 2 TYPICAL SECTION

SEE SHEET C-4.0 FOR STATIONING

2.0'

5.0'

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

TR

AF

FI

C

C O

N

TR

O L

PH

AS

E

C-6.2

NORTH

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

18.0'

19.0'

10.0'

M

AR

TIN

ST

MCREYNOLDS ST

MONROE ST

N R

AY ST

N M

C N

EIL ST

P45

.0

SKINNY DRUM

NCDOT 1180.01

(TYP.)

18.0'

-RAB-CL

PHASE 3 TYPICAL SECTION

SEE SHEET C-4.0 FOR STATIONING

2.0'

5.0'

TR

AF

FI

C

C O

N

TR

O L

PH

AS

E

C-6.3

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

NORTH

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

.0

.0

.5

M

AR

TIN

ST

MCREYNOLDS ST

MONROE ST

N R

AY ST

N M

C N

EIL ST

10.0'

P45

SKINNY DRUM

NCDOT 1180.01

(TYP.)

18.0'

-RAB-CL

PHASE 4 TYPICAL SECTION

SEE SHEET C-4.0 FOR STATIONING

2.0'

5.0'

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

TR

AF

FI

C

C O

N

TR

O L

PH

AS

E

C-6.4

NORTH

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

.0

11.0' 11.0'

M

AR

TIN

ST

MCREYNOLDS ST

MONROE ST

N R

AY ST

N M

C N

EIL ST

10.0'

10.5'

P10 P70 P44 P61P70 P2

11.0'

P61

P10

P1

P1

11.0'

SKINNY DRUM

NCDOT 1180.01

(TYP.)

PHASE 5 TYPICAL SECTION:

SEE SHEET C-4.0 FOR STATIONING

2.0'

10.5'

CL -L3-

11'

ON-STREET PARKING

VAR.

0' - 9'11'5.0'

PAINT (8" WHITE) 3 FT. - 9 FT./SP WHITE MINISKIP

PAVEMENT MARKING LINES

PAVEMENT MARKING LEGEND:

PAVEMENT MARKING SYMBOLS

PAINT (4" YELLOW)

PAINT (4" YELLOW) YELLOW EDGELINE

PAINT (WHITE) LEFT TURN ARROW

PAINT (24" WHITE)

P44 P11 P10

P70

P61

3 FT. - 9 FT./SP WHITE MINISKIP

YELLOW SINGLE CENTER

WHITE STOPBAR

PAINT (4" WHITE) WHITE SOLID LANE LINEP2

P44 P11 P10

P70

P61 P52

P2

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

TR

AF

FI

C

C O

N

TR

O L

PH

AS

E

C-6.5

NORTH

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

10.0'10.0'10.0'

P10 P70 P44 P61

14.5'

P70 P2

M

AR

TIN

ST

MCREYNOLDS ST

MONROE ST

N R

AY ST

N M

C N

EIL ST

10.0'

P61

P10

P1

12.0' 12.0'

SKINNY DRUM

NCDOT 1180.01

(TYP.)

2.0'

12'

CL -L3-

10'

ON-STREET PARKING

VAR.

0' - 9'

PHASE 6 TYPICAL SECTION

SEE SHEET C-4.0 FOR STATIONING

10' 5.0'

PAINT (8" WHITE) 3 FT. - 9 FT./SP WHITE MINISKIP

PAVEMENT MARKING LINES

PAVEMENT MARKING LEGEND:

PAVEMENT MARKING SYMBOLS

PAINT (4" YELLOW)

PAINT (4" YELLOW) YELLOW EDGELINE

PAINT (WHITE) LEFT TURN ARROW

PAINT (24" WHITE)

PAINT (12" YELLOW)

P44 P11 P10

P70

P61 P52

3 FT. - 9 FT./SP WHITE MINISKIP

YELLOW SINGLE CENTER

WHITE STOPBAR

YELLOW DIAGONAL

PAINT (4" WHITE) WHITE SOLID LANE LINEP2

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

TR

AF

FI

C

C O

N

TR

O L

PH

AS

E

C-6.6

NORTH

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

P10

11.5'

M

AR

TIN

ST

MCREYNOLDS ST

MONROE ST

N R

AY ST

N M

C N

EIL ST

10.0'10 .0

SKINNY DRUM

NCDOT 1180.01

(TYP.)

PHASE 7 TYPICAL SECTION

SEE SHEET C-4.0 FOR STATIONING

10.0'

CL -L1-

10.0'

2.0'

5.0'

PAVEMENT MARKING LINES

PAVEMENT MARKING LEGEND:

PAINT (4" YELLOW) YELLOW SINGLE CENTER

PAINT (24" WHITE) WHITE STOPBAR

P11 P61

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

TR

AF

FI

C

C O

N

TR

O L

PH

AS

E

C-6.7

NORTH

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

P46 P11

.0

.0

M

AR

TIN

ST

MCREYNOLDS ST

MONROE ST

N R

AY ST

N M

C N

EIL ST

20.0'

SKINNY DRUM

NCDOT 1180.01

(TYP.)

PHASE 8 TYPICAL SECTION

SEE SHEET C-4.0 FOR STATIONING

10.0'

CL -L1-

10.0'

2.0'

5.0'

PAVEMENT MARKING LINES

PAVEMENT MARKING LEGEND:

PAINT (4" YELLOW) YELLOW SINGLE CENTER

PAINT (24" WHITE) WHITE STOPBAR

P11 P61

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

TR

AF

FI

C

C O

N

TR

O L

PH

AS

E

C-6.8

NORTH

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

12.0'

M

AR

TIN

ST

MCREYNOLDS ST

MONROE ST

N R

AY ST

N M

C N

EIL ST

10.0'

SKINNY DRUM

NCDOT 1180.01

(TYP.)

CL -L2-

12.0'

PHASE 9 TYPICAL SECTION

SEE SHEET C-4.0 FOR STATIONING

2.0'2.0'

5.0' 5.0'

PAVEMENT MARKING LINES

PAVEMENT MARKING LEGEND:

PAINT (4" YELLOW) YELLOW SINGLE CENTER

PAINT (24" WHITE) WHITE STOPBAR

P11 P61

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

TR

AF

FI

C

C O

N

TR

O L

PH

AS

E

C-6.9

NORTH

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

100+00

101+00

102+00 103+00 103+51

0+

1+

2+

2+

300+00 301+00 302+00 303+00 303+5010 +0

11+00 12+00

+0

14+00

15+00

+6

24 22

PL

24 27

PL

PL

MONROE ST

M

AR

TI

N

S T

McREYNOLDS ST

REMOVE AND

RELOCATE

REMOVE AND

RESET REMOVE

AND RESET

REMOVE AND

RELOCATE

REMOVE AND

RELOCATE

REMOVE AND

RELOCATE

REMOVE AND

RESET

REMOVE AND

RESET

REMOVE AND

RELOCATE

REMOVE AND

REPLACE

PL

REMOVE AND

RESET

REMOVE

AND RESET

REMOVE AND

RESET

REMOVE AND

RESET

REMOVE

AND RESET

REMOVE

AND RESET

N R

AY ST

REMOVE

AND RESET

REMOVE

AND RESET

REMOVE AND

RELOCATE

REMOVE AND

RESET

REMOVE EXISTING DO

NOT ENTER SIGN AT

MARTIN ST

INTERSECTION

N M

C N

EIL ST

QTY: 1

12" X 24" W16-7pR

30" X 30" W11-2

QTY: 5

QTY: 1

36" X 36"X 36" R1-2

QTY:2

12" X 36" R6-1R

12" X 24" W16-7pL

30" X 30" W11-2

QTY: 7

36" X 12" R1-6

QTY: 7

18" X 12" R1-6

SIGN TYPES

LEGEND

EXISTING SIGN LOCATION

PROPOSED SIGN LOCATION

SI

G

N

IN

G P

LA

N

S

C-7.0

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: REFERENCE HARDSCAPE

PLANS FOR SIGN POST DETAILS

NORTH

100+00

101+00

102+00 103+00 103+51

0+

1+

2+

2+

300+00 301+00 302+00 303+00 303+5010 +0

11+00 12+00

+0

14+00

15+00

+6

MONROE ST

M

AR

TI

N

S T

McREYNOLDS ST

N R

AY ST

N M

C N

EIL ST

PAVEMENT MARKING LEGEND:

PAVEMENT MARKING LINES

THERMOPLASTIC (90 MILS)

THERMOPLASTIC (24" WHITE, 90 MILS)

THERMOPLASTIC (8" WHITE, 90 MILS)

THERMOPLASTIC (8" WHITE, 90 MILS)

THERMOPLASTIC (8" YELLOW, 90 MILS)

THERMOPLASTIC (4" YELLOW, 90 MILS)

THERMOPLASTIC (4" WHITE, 90 MILS)

THERMOPLASTIC (4" WHITE, 90 MILS)

LEFT TURN ARROW

STOP BAR

CROSSWALK LINE

3'-3' MINISKIP

DIAGONAL LINE

DOUBLE CENTER

SOLID LANE LINE

EDGELINE

THERMOPLASTIC (90 MILS) YIELD LINE TRIANGLE

T1

T2

T13

T42

T45

T46

T61

T70

T102

THERMOPLASTIC (4" YELLOW, 90 MILS) EDGELINET10

THERMOPLASTIC (4" WHITE, 90 MILS) 3'-9' MINISKIPT4

PA

VE

M

EN

T M

AR

KI

N G

PL

AN

S

C-7.1

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NORTH

PROPOSED EROSION CONTROL INFO

PROPOSED INLET PROTECTION

PROPOSED CONTOURS

EXISTING CONTOURS

103+51

100+00

101+00 102+00 103+00

0+

1+

2+

2+

303+50300+00

301+00 302+00

303+0010 +0

11+00 12+00

+0

14+00

15+00

+6

M

AR

TIN

ST

MCREYNOLDS ST

N R

AY ST

N M

C N

EIL ST

MONROE ST

ER

O

SI

O

N C

O N

TR

O

L

C-8.0

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS IONAL

SEAL

054710

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

NORTH

-L1- MCREYNOLDS STREET

NOTE: DESIGN SHOWN FROM

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

C R

O

SS

S

EC

TI

O

N S

C-10.0

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

-L2- MARTIN STREET

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

C R

O

SS

S

EC

TI

O

N S

C-10.1

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS

-L3- MONROE STREET

BACK OF CURB TO BACK OF

CURB. FOR DETAILS BEYOND,

SEE HARDSCAPE PLANS BY

OTHERS.

C R

O

SS

S

EC

TI

O

N S

C-10.2

NO

RT H CAROL I NA

SYDNEY R . ROSENBLU

ME N G I N E E R

PR

OFESS I ONAL

SEAL

054710

D O

W N

TO

W

N C

AR

TH

AG

E

R O

AD

W

AY

IM

PR

O

VE

M

EN

TS