Drawing Package.pdf

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COUNTYSTATE PROJECT NO.FILE NO.

TOTAL

SHEETS

SHEET

NO.

FED. ROAD

DIV. NO.

ROUTE

NO.

3 SC YORK SC-274 TS2 2

District

Prepared For:

at

Plan Date:

Reviewed By:

Rev. No. By Date Description of Revison TEAMS ID:

SIGNATURE DATE

South Carolina Department of Transportation

Prepared By:

Reviewed By:Cliff Lawson

SC-274 (Hands Mill Highway)

L-2150 (Cannonball Run)

4 York County

Austin Davis

TS4XXX

40' 80'

L

.0

C lo v e r

S ig n a l D e s ig n

D W

G

T S

X X

X

P

M .d g n

A u s t in .D a v is

YOUR VISION ACHIEVED THROUGH OURS.

License: 3857

Fax: 704.376.1076

Tel: 919.866.4946

Columbia, SC 29201

Suite 960

1201 Main Street

PAVEMENT MARKING PLAN

REMOVE EXISTING DASHED MARKING

THERMOPLASTIC LANE LINENEW 4" WHITE

AND INSTALLREMOVE EXISTING WHITE DASHED LINE

STOP BAR

INSTALL NEW 24" WHITE THERMOPLASTIC

AND "ONLY" THERMOPLASTIC MARKING

INSTALL NEW WHITE LEFT-TURN ARROW

AND "ONLY" THERMOPLASTIC MARKING

INSTALL NEW WHITE LEFT-TURN ARROW

LINES TO EXISTING MARKINGS

TIE-IN PROPOSED YELLOW DIAGONAL SC-274 (HANDS MILL HIGHWAY)

AND "ONLY" THERMOPLASTIC MARKING

INSTALL NEW WHITE RIGHT-TURN ARROW

24" WHITE THERMOPLASTIC DIAGONAL LINES (TYPICAL)

REMOVE EXISTING DASHED MARKINGS AND INSTALL NEW

INSTALL NEW YELLOW THERMOPLASTIC DIAGONAL LINE

INSTALL NEW 4" WHITE THERMOPLASTIC DASHED LANE LINE

THERMOPLASTIC LANE LINEINSTALL NEW 4" WHITE

EXISTING HATCHING

OVERLAY SHOULD EXTEND APPROXIMATELY 1' BEYOND THE

REMOVE EXISTING HATCHING VIA MILL AND OVERLAY. MILL AND

INSTALL NEW 4" YELLOW THERMOPLASTIC EDGE LINE

AND "ONLY" THERMOPLASTIC MARKING

INSTALL NEW WHITE LEFT-TURN ARROW

AND "ONLY" THERMOPLASTIC MARKING

INSTALL NEW WHITE RIGHT-TURN ARROW

AND "ONLY" THERMOPLASTIC MARKING

INSTALL NEW WHITE LEFT-TURN ARROW

REMOVE EXISTING SKIP MARKINGS

24" WHITE THERMOPLASTIC CHEVRON LINES (TYPICAL)

REMOVE EXISTING DASHED MARKINGS AND INSTALL NEW

REMOVE EXISTING MERGE ARROW

REMOVE EXISTING MERGE ARROW

L -2

(C

A N

N O

N B

A L L R

U N

NEW 4" WHITE THERMOPLASTIC EDGE LINE

REMOVE EXISTING EDGE LINE AND INSTALL

AND "ONLY" THERMOPLASTIC MARKING

INSTALL NEW WHITE RIGHT-TURN ARROW

AND "ONLY" THERMOPLASTIC MARKING

INSTALL NEW WHITE RIGHT-TURN ARROW

STOP BAR

INSTALL NEW 24" WHITE THERMOPLASTIC

NEW 4" WHITE THERMOPLASTIC LANE LINE

REMOVE EXISTING WHITE DASHED LINE AND INSTALL

SC-274 (HANDS MILL HIGHWAY)

4" WHITE THERMOPLASTIC DASHED LANE LINES

REMOVE EXISTING DASHED MARKINGS AND INSTALL NEW

INSTALL NEW 4" WHITE THERMOPLASTIC EDGE LINES

INSTALL NEW 2' WHITE THERMOPLASTIC DASHED LINES

INSTALL NEW 2' YELLOW THERMOPLASTIC DASHED LINES

October 2025

ON

LY

ONLY

ONLY

ONLY

ONLY

ONLY

ONLY

ONLY

ON

LY

ONLY

NOTES:

CLOSURES PERMITTED DURING NIGHTS AND WEEKENDS ONLY.

12. NO LANE CLOSURES FROM 7AM - 6PM MONDAY THROUGH FRIDAY. LANE

5) SIGNAL BEING PLACED IN OPERATION.

4) INSTALLATION OF VEHICLE DETECTOR LOOPS.

3) INSTALLATION OF SIGNAL HEADS.

2) INSTALLATION OF CONDUITS, CABLES, AND POLES.

1) MEETING WITH SIGNAL CONTRACTOR BEFORE ANY WORK COMMENCES.

MILESTONES ARE (AS APPLICABLE):

MEETINGS SHALL BE SCHEDULED AT LEAST 24 HOURS IN ADVANCE.

INSPECTION AT SPECIFIC "MILESTONES" DURING SIGNAL CONSTRUCTION.

11. CONTACT SCDOT DISTRICT 4 SIGNAL SHOP TO SCHEDULE PRELIMINARY

CANNONBALL RUN APPROACH PER MUTCD AND SCDOT STANDARDS.

INSTALL SIGN C ASSEMBLY 250' IN ADVANCE OF STOP BAR ON EASTBOUND

AND SOUTHBOUND SC-274 APPROACHES PER MUTCD AND SCDOT STANDARDS.

10. INSTALL SIGN C ASSEMBLY 495' IN ADVANCE OF STOP BAR ON NORTHBOUND

REPLACE ANY DAMAGED MARKERS PER SCDOT STANDARDS.

ALL PAVEMENT MARKINGS SHALL BE INSTALLED PER SCDOT STANDARDS.

PAVEMENT MARKING PLAN, ARE THE RESPONSIBILITY OF THE CONTRACTOR.

9. ALL PAVEMENT MARKINGS (INSTALLATION AND REMOVAL), AS SHOWN ON

HAS BEEN TESTED AND IS READY TO BE PLACED IN OPERATION.

8. ALL SIGNAL HEADS SHALL BE COVERED WITH BURLAP UNTIL THE SIGNAL

7. INSTALL RETROREFLECTIVE BACKPLATES ON ALL SIGNAL HEADS.

TURNING RIGHT ON RED.

6. LOCATE NEW CABINET SO AS NOT TO OBSTRUCT SIGHT DISTANCE OF VEHICLES

FOUNDATION, CONDUIT, AND SPLICE BOX PLACEMENT (AS APPLICABLE).

5. CONTRACTOR SHALL COORDINATE WITH EXISTING UTILITIES ON POLE, CABINET

SCDOT.

4. RETURN ALL EXISTING TRAFFIC SIGNAL EQUIPMENT, POLES, AND STOP SIGNS TO

3. ALL RIGHT OF WAY SHOWN IS APPROXIMATE.

2. ALL WORK TO BE PERFORMED WITHIN SCDOT / COUNTY RIGHT OF WAY.

SIGNAL SPECIFICATIONS, AND SIGNAL DESIGN GUIDELINES.

APPLICABLE SCDOT REFERENCES INCLUDING STANDARD DRAWINGS, TRAFFIC

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CURRENT

Docusign Envelope ID: 0CC5DAFB-DD84-4E2B-8E51-13804EEA085D

10/23/2025

ONLY

ONLY

ONLY

ONLY

ONLY

ONLY

ONLY

ON

LY

ONLY

RED CLEAR

YELLOW

WALK

VEH EXT

ADD/VEH

DON'T WALK

MIN GAP

MAX LIMIT

MIN INITIAL

MAX INITIAL

TIM BFR REDUC

MAXIMUM 2

TIME TO REDUC

PHASE

SIGNAL TIMINGS

AMP

NO.

CHAN

NO.

DETECTOR

DELAY EXT

SEC SEC

SPECIAL

FEATURES

SIZE

X

DIST.

TURNS FROM LS

LOOP DESIGNOPERATION

X N

O N -L

O C

K

WIRED

TO

PHASE(S)

L O

C K

X

LOOP LTR#

PHASE/

P U

L S

E

P R

E S

X X

TIME OF DAY-TOD,

COUNTYSTATE PROJECT NO.FILE NO.

TOTAL

SHEETS

SHEET

NO.

FED. ROAD

DIV. NO.

ROUTE

NO.

VEHICLE DETECTOR INSTALLATION CHART

IN

T

E R

V A

L

SWITCHING, ETC.

3 SC YORK SC-274 TS1

1A

2A

2B

6A

6B

8A

8B

1B

X

X

X

X

X

X

X

X

X

X

X

X

X

X

RADAR

RADAR

RADAR

RADAR

RADAR

RADAR

RADAR

RADAR

NO. OF

6'X30'

6'X30'

6'X30'

6'X30'

6'X6'

6'X6'

6'X6'

6'X6'

-5'

-5'

-5'

-5'

445'

445'

445'

445'

APPROACH DIRECTION

ROUTE NUMBER

SIGNAL DESIGN SPEED 35

SC-274 L-2150

NB SB EB

55 55

*ESTIMATED

LOCATION

20 20

49 49

6.0 6.0

3.0 3.0

8 8

2.0 2.0

3.0 3.0

15 15

30 60 60 30

15 15

CONSTRUCTION COMPLETE.

2) SIGNAL TIMINGS TO BE FIELD OPTIMIZED WHEN

ARROW AND THE RED ARROW.

PHASE CLEARANCE TIMES FOR THE YELLOW

PARENT PHASE TERMINATES, USE THE PARENT

THE LEFT TURN PHASE TERMINATES. AS THE

1) USE THE LEFT TURN CLEARANCE TIMES WHEN

TIMING NOTES:

L445'S

SL445'2A

Ø2

Ø1

Ø6

Ø8

1,2F

8A

L445'S

SL445'2B

6A

6B

1A

8A 8B 1B

District

Prepared For:

at

Plan Date:

Reviewed By:

Rev. No. By Date Description of Revison TEAMS ID:

SIGNATURE DATE

South Carolina Department of Transportation

Prepared By:

Reviewed By:Cliff Lawson

TRAFFIC SIGNAL PLAN

SC-274 (Hands Mill Highway)

L-2150 (Cannonball Run)

4 York County Near Rock Hill, SC

Austin Davis

TS4XXX

40' 80'

TABLE OF OPERATION

+1 -3 +3GRADE (%)*

3.9

3.05.55.53.0

3.3 3.3 3.3

L

.0

C lo v e r ig n a l D e s ig n

D W

G

T S

X X

X

S ig .d g n

A u s t in .D a v is

SC-274 (HANDS MILL HIGHWAY)

SC-274 (HANDS MILL HIGHWAY)

L -2

(C

A N

N O

N B

A L L R

U N

M .S .M (P

E R

.0

P R

E S

E N

T C

O U

N T

Y R /W

M .S .M (P

E R

.0

P R

E S

E N

T C

O U

N T

Y R /W

M.S.M (PER 46.0386630 2005)

PRESENT R/W

M.S.M (PER 46.0386630 2005)

PRESENT R/W

M.S.M (PER 46.0386630 2005)

PRESENT R/W

M.S.M (PER 46.0386630 2005)

PRESENT R/W

INSTALL RADAR DETECTION ZONES

HEAD NUMBER

LENS

PHASE

SIZE

QUANTITY

SIGNAL EQUIPMENT

2 6

R

Y

G

1,2F

Y

G

R

FY

OLA: Ø1 + Ø2 (FYA)

1,OLA

12" 12" 12" 12"

1 2 2 2

2 6 8

VEHICLE SIGNALS: EXT. PROP.

B A

R R

IE

R

Ø1 + Ø6

Ø2 + Ø6

B A

R R

IE

R

NEMA PHASING

OPERATION

FLASHING

SHALL BE SKIPPED

NOTE: ACTUATED PHASES HAVING NO CALL,

CABINET: EXT. PROP.

METAL STRAIN POLES: EXT. PROP.

SPLICE BOXES: EXT. PROP.

SIGNS EXT. PROP.

PEDESTRIAN POLE/BASE: EXT. PROP.

W/ ACTUATION & SIGN

PEDESTRIAN BUTTONS:

EXT. #B PROP. #B

SIGN A

LEFT TURN

YIELD

ON FLASHING

R10-12a-30

U-TURN

YIELD

TO

RIGHT

TURN

OLC:

OLD:

SENSOR ON SPAN WIRE

INSTALL ADVANCE RADAR DETECTION

DETECTION ZONE: EXT. PROP.

INSTALL RADAR DETECTION ZONES

INSTALL RADAR DETECTION ZONE

INSTALL RADAR DETECTION ZONES

NEW ELECTRICAL SERVICE, & (1) 3", (3) 2", AND (2) 1" PVC CONDUITS

WITH EXTENDER BASE ON NEW CONCRETE CABINET FOUNDATION,

INSTALL NEW 2070 CONTROLLER AND 332A BASE-MOUNTED CABINET

& (1) 3", (3) 2", AND (2) 1" PVC CONDUITS

17"X30"X24" SPLICE BOX,

INSTALL 1-13"X32' STEEL POLE,

& (1) 3", (3) 2", AND (2) 1" PVC CONDUITS

13"X24"X18" SPLICE BOX,

INSTALL 1-13"X32' STEEL POLE,

& (1) 3", (3) 2", AND (2) 1" PVC CONDUITS

13"X24"X18" SPLICE BOX,

INSTALL 1-13"X32' STEEL POLE,

R

Y

G

R

Y

G

USED

NOT

USED

NOT

USED

NOT

USED

NOT

USED

NOT

* N/A STREET COORDINATED

X

X

YOUR VISION ACHIEVED THROUGH OURS.

License: 3857

Fax: 704.376.1076

Tel: 919.866.4946

Columbia, SC 29201

Suite 960

1201 Main Street

Ø8

SIGN B

(19'x13') FOR NEW SIGNAL POLE

REQUIRED R/W OR EASEMENT

# ORACLE, (2)-CHANNEL VEHICLE DETECTOR UNITS

FLASHER, SIGNAL MONITOR UNIT, AND BASE-MOUNTED 332A CABINET.

ONE (1) NEW 8-PHASE FULLY ACTUATED STANDARD 2070 CONTROLLER WITH

R10-16-30

&(1) 3", (3) 2", AND (2) 1" PVC CONDUITS

13"X24"X18" SPLICE BOX,

INSTALL 1-13"X32' STEEL POLE,

8B8A

12"

OLB: Ø1 + Ø8

8A 8B

Y

G

R

OPERATION

TABLE OF

HEAD #

SIGNAL

H S A L F

OPERATION

PHASE IN

Ø1 Ø2

Ø6Ø6

Ø8

R YFYG1,2F

8A R GR R

RR

G

R G

G R

R Y

Y

8B G G

SENSOR ON SPAN WIRE

INSTALL ADVANCE RADAR DETECTION

(22'x13') FOR NEW SIGNAL POLE

REQUIRED R/W OR EASEMENT

(SEE NOTE 10)

ASSEMBLY

SIGN C

OLB

TETHER RADAR DETECTOR UNIT

INSTALL ADDITIONAL MESSENGER CABLE TO

INSTALL MESSENGER CABLE

TETHER RADAR DETECTOR UNIT

INSTALL ADDITIONAL MESSENGER CABLE TO

SENSORS ON STEEL POLE

INSTALL STOP BAR RADAR DETECTION

October 2025

NOTES:

CLOSURES PERMITTED DURING NIGHTS AND WEEKENDS ONLY.

12. NO LANE CLOSURES FROM 7AM - 6PM MONDAY THROUGH FRIDAY. LANE

5) SIGNAL BEING PLACED IN OPERATION.

4) INSTALLATION OF VEHICLE DETECTOR LOOPS.

3) INSTALLATION OF SIGNAL HEADS.

2) INSTALLATION OF CONDUITS, CABLES, AND POLES.

1) MEETING WITH SIGNAL CONTRACTOR BEFORE ANY WORK COMMENCES.

MILESTONES ARE (AS APPLICABLE):

MEETINGS SHALL BE SCHEDULED AT LEAST 24 HOURS IN ADVANCE.

INSPECTION AT SPECIFIC "MILESTONES" DURING SIGNAL CONSTRUCTION.

11. CONTACT SCDOT DISTRICT 4 SIGNAL SHOP TO SCHEDULE PRELIMINARY

CANNONBALL RUN APPROACH PER MUTCD AND SCDOT STANDARDS.

INSTALL SIGN C ASSEMBLY 250' IN ADVANCE OF STOP BAR ON EASTBOUND

AND SOUTHBOUND SC-274 APPROACHES PER MUTCD AND SCDOT STANDARDS.

10. INSTALL SIGN C ASSEMBLY 495' IN ADVANCE OF STOP BAR ON NORTHBOUND

REPLACE ANY DAMAGED MARKERS PER SCDOT STANDARDS.

ALL PAVEMENT MARKINGS SHALL BE INSTALLED PER SCDOT STANDARDS.

PAVEMENT MARKING PLAN, ARE THE RESPONSIBILITY OF THE CONTRACTOR.

9. ALL PAVEMENT MARKINGS (INSTALLATION AND REMOVAL), AS SHOWN ON

HAS BEEN TESTED AND IS READY TO BE PLACED IN OPERATION.

8. ALL SIGNAL HEADS SHALL BE COVERED WITH BURLAP UNTIL THE SIGNAL

7. INSTALL RETROREFLECTIVE BACKPLATES ON ALL SIGNAL HEADS.

TURNING RIGHT ON RED.

6. LOCATE NEW CABINET SO AS NOT TO OBSTRUCT SIGHT DISTANCE OF VEHICLES

FOUNDATION, CONDUIT, AND SPLICE BOX PLACEMENT (AS APPLICABLE).

5. CONTRACTOR SHALL COORDINATE WITH EXISTING UTILITIES ON POLE, CABINET

SCDOT.

4. RETURN ALL EXISTING TRAFFIC SIGNAL EQUIPMENT, POLES, AND STOP SIGNS TO

3. ALL RIGHT OF WAY SHOWN IS APPROXIMATE.

2. ALL WORK TO BE PERFORMED WITHIN SCDOT / COUNTY RIGHT OF WAY.

SIGNAL SPECIFICATIONS, AND SIGNAL DESIGN GUIDELINES.

APPLICABLE SCDOT REFERENCES INCLUDING STANDARD DRAWINGS, TRAFFIC

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CURRENT

C A

A

B

NEW

W16-15P-24

W3-3-30

10/23/2025

City:

County:

NB Street:

SB Street:

EB Street:

WB Street:

Movement Street Name

Orientation Northbound Southbound Eastbound Westbound

Turn movement Left Thru Left Thru Left Thru Left Thru

NEMA Phase # Protected 1 6 2 8

Permissive 6

FYA Y

Speed mph 20 55 55 20 ft/sec 29.33 80.67 80.67 29.33

Grade %

Elevation at Stopbar, ft

Elevation at Setback, ft

Dist to Setback, ft

-OR- Enter Grade, %

Clear Distance feet 80 70 120 115

Ped Cross Dist feet

Parameters Percept-React Time, sec 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0

Decel Rate, ft/sec2 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

Walk Speed, fps 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5

Recommended: Phase # 1 6 2 8

Yellow sec 3.0 5.0 5.5 3.0

All Red sec 3.3 3.3 1.8 3.9

Flashing Don't Walk sec

NOTES:

Compute times only as needed for plan.

Yellow change interval should be between 3 and 6 seconds.

Red clearance intervals less than 1.5 and more than 4.0 seconds require special circumstances.

Grades are rounded to the conservative whole percent.

Yellow and All Red times are rounded up to the next tenth of a second.

Ped clearance time is rounded up to the next whole second.

York Sig. ID #

Clearance Time Calculations Rev 2022-11-14

Near Rock Hill District: 4

SC 274 (Hands Mill Highway) Project #:

SC 274 (Hands Mill Highway) Computed by: RAD

L-2150 (Cannonball Run) Checked by: CEL

Approved by:

SC 274 SC 274 L-2150

1% -3% 3% 0

1% -3% 3%

Printed 9/11/2025 at 10:26 AM

ONLYONLYONLY

Prepared By:

YOUR VISION ACHIEVED THROUGH OURS.

79'

114'

55 MPH +1% GRADE

55 MPH -3% GRADE

M

P H

G

R A

D E

DISTRICT:

INTERSECTION:

COUNTY:

L-2150 (CANNONBALL RUN)

S C -2

(H

A N

D S M

IL

L H

IG

H W

A Y )S

C -2

H A

N D

S M

IL

L H

IG

H W

A Y

0 40' 80'

SCALE IN FEET

SC 274 (Hands Mill Highway) at L-2150 (Cannonball Run)

York 4

LEFT-TURN MOVEMENTS CLEARANCE DISTANCES

CITY:Near Rock Hill

ONLYONLYONLY

Prepared By:

YOUR VISION ACHIEVED THROUGH OURS.

67'

117'

M

P H

G

R A

D E

55 MPH -3% GRADE

55 MPH +1% GRADE

DISTRICT:

INTERSECTION:

CITY: COUNTY:

L-2150 (CANNONBALL RUN)

0 40' 80'

SCALE IN FEET

SC 274 (Hands Mill Highway) at L-2150 (Cannonball Run)

York 4

S C -2

H A

N D

S M

IL

L H

IG

H W

A Y ) S

C -2

(H

A N

D S M

IL

L H

IG

H W

A Y

THROUGH CLEARANCE DISTANCES

Near Rock Hill

ONLYONLYONLY

Prepared By:

YOUR VISION ACHIEVED THROUGH OURS.

23'

34'

16'

14'

19'

11'

22'

23'

CITY:

SC 274 (Hands Mill Highway) at L-2150 (Cannonball Run) 0 40' 80'

SCALE IN FEET

DISTRICT:COUNTY:

L-2150 (CANNONBALL RUN)

York 4

POLE LOCATIONS

S C -2

H A

N D

S M

IL

L H

IG

H W

A Y ) S

C -2

(H

A N

D S M

IL

L H

IG

H W

A Y

ONLYONLYONLY

Prepared By:

YOUR VISION ACHIEVED THROUGH OURS.

4'

41'

Existing

SC 274 (Hands Mill Highway) at L-2150 (Cannonball Run)

COUNTY:

0 40' 80'

SCALE IN FEET

DISTRICT:

L-2150 (CANNONBALL RUN)

STOP LINE LOCATIONS

S C -2

H A

N D

S M

IL

L H

IG

H W

A Y ) S

C -2

(H

A N

D S M

IL

L H

IG

H W

A Y

York Near Rock Hill

ONLYONLYONLY

Prepared By:

YOUR VISION ACHIEVED THROUGH OURS.

S-BUS-40

AASHTO 2018 (US)

(c) 2025 Transoft Solutions, Inc. All rights reserved.

S

B U

S

A A S

H T O

(U

S

(c

T ra n s o ft lu ti o n s In c

A ll ri g h ts re s e rv e d

SC 274 (Hands Mill Highway) at L-2150 (Cannonball Run)

COUNTY:

L-2150 (CANNONBALL RUN)

DISTRICT:York 4

0 40' 80'

SCALE IN FEET

TRUCK TURNING TEMPLATE

S C -2

H A

N D

S M

IL

L H

IG

H W

A Y ) S

C -2

(H

A N

D S M

IL

L H

IG

H W

A Y

ONLYONLYONLY

Prepared By:

YOUR VISION ACHIEVED THROUGH OURS.

W B

A A S

H T O

(U

S c n s lu t io n s In c

A ll ri g h t s re s e rv e d

WB-62

AASHTO 2018 (US)

(c) 2025 Transoft So lutions, Inc. All right s reserved.

S

B U

S

A A S

H T O

(U

S

(c n s lu ti o n s In c

A ll ri g h ts re s e rv e d

S-BUS-40

AASHTO 2018 (US)

(c) 2025 Transoft Solutions, Inc. All rights reserved.

SC 274 (Hands Mill Highway) at L-2150 (Cannonball Run)

COUNTY:

L-2150 (CANNONBALL RUN)

DISTRICT:York 4

0 40' 80'

SCALE IN FEET

TRUCK TURNING TEMPLATE

S C -2

H A

N D

S M

IL

L H

IG

H W

A Y ) S

C -2

(H

A N

D S M

IL

L H

IG

H W

A Y