Plans_Section_M.pdf

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

DESIGNED

Miami, FL 33126 Ph. (305) 514-3100

7650 Corporate Center Dr., Suite 300

Reference

Sheet

Sheet:

VETERANS DRIVE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKSBRINCKERHOFF

PARSONS

O. MIGUEL

Marie-Elsie Dowell, P.E., No. 1235E

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:27:01 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCGNRD01.dgnMiguel

MAY, 2017 SHEET 1 0F 1

GENERAL NOTES

TRAFFIC CONTROL PLANS

PHASE II

PHASE I

M-01

RECONSTRUCTION FROM STA. 239+73.45 TO STA. 261+61.54.

WIDENING FROM STA 237+04.51 TO STA 239+73.45

PHASE I

PHASE III

PHASE II

PHASE III

PHASE IV

7. PLACE TEMPORARY PAVEMENT MARKING AS PER TRAFFIC CONTROL PLANS.

AND EXISTING PAVEMENT TO FACILITATE TRAFFIC SHIFT ON PHASE II.

6. PLACE TEMPORARY OVERBUILD TO PROVIDE A SMOOTH TRANSITION BETWEEN NEWLY CONSTRUCTED PAVEMENT

CONSTRUCT PROMENADE, WIDENING AND WESTBOUND LANES. 5.

BOLLARD LIGHTS.

SHALL PROVIDE TEMPORARY ELECTRICAL SERVICE AND CONTROL FOR NEW ROADWAY LIGHTING AND PROMENADE

4. INSTALL PROMENADE BOLLARD LIGHTING AND ASSOCIATED CONDUITS, PULL BOXES, AND CONDUCTORS. CONTRACTOR

FOUNDATIONS, POLES, ASSOCIATED CONDUITS, PULL BOXES, AND CONDUCTORS ON THE WEST BOUND OF THE ROAD.

3. REMOVE SURCHARGE, CONSTRUCT PERMANENT DRAINAGE, INSTALL ROADWAY LIGHTING AND SIGNALIZATION POLE

2. CONSTRUCT NEW BULKHEAD, TEMPORARY DRAINAGE, PLACE FILL AND SURCHARGE.

TEMPORARY SIDEWALK ADJACENT TO NORTH SIDE OF VETERANS DR.

MAINTAIN TRAFFIC ON EXISTING TRAVELWAY. MAINTAIN EXISTING PEDESTRIAN WALKWAY AND CONSTRUCT 1.

8. CONSTRUCT 20" WATER MAIN.

ON THE EAST BOUND OF THE ROAD.

INSTALL SIGNAL POLE FOUNDATIONS, POLES, CONTROL CABINET, ASSOCIATED CONDUITS, PULL BOXES, AND CONDUCTORS7.

PULL BOXES, AND CONDUCTORS.

6. INSTALL ROADWAY LIGHTING LOAD CENTER, POLE FOUNDATIONS, POLES, LUMINAIRES, ASSOCIATED CONDUITS, PULL BOXES, AND CONDUCTORS.

5. REMOVE EXISTING ROADWAY LIGHTING, FOUNDATION AND PEDESTALS, POLES, LUMINAIRES, ASSOCIATED CONDUITS,

4. INSTALL ELECTRICAL AND COMMUNICATIONS UTILITY DUCT BANKS AND MANHOLES.

3. CONSTRUCT PERMANENT DRAINAGE PER PLANS.

2. CONSTRUCT NEW EASTBOUND LANES: STA. 239+73.45 TO STA. 261+61.54.

1. SHIFT TWO-WAY TRAFFIC ONTO NEW WESTBOUND LANES CONSTRUCTED IN PHASE I.

ADEQUATE DETECTION FOR ALL THE PHASES OF THE CONSTRUCTION.

7. THE CONTRACTOR SHALL UTILIZE A TEMPORARY VEHICLE DETECTION SYSTEM AND MUST ASSURE IT WILL PROVIDE

6. CONTRACTOR SHALL CONCEAL THE SIGNAL HEAD AUXILIARIES ON THE PROPOSED MAST ARMS THAT ARE NOT USED.

SHALL REMAIN.

5. ALL EXISTING SIGNAL EQUIPMENT INCLUDING BUT NOT LIMITED TO THE CONTROLLER, CABINET AND CIRCUITRY

DETECTION, CONDUIT, PULL BOX AND CONDUCTORS.

4. INSTALL PERMANENT MAST ARM POLE SP1, PEDESTRIAN P-8 AND ASSOCIATED SIGNAL, PEDESTRIAN HEADS,

3. REMOVE EXISITING MAST ARM POLES FROM THE SOUTHEAST AND SOUTHWEST QUADRANTS.

2. THE EXISTING PEDESTRIAN SIGNAL FOR THE NORTH LEG WILL REMAIN OPERATING THROUGHTOUT PHASE I.

1. INSTALL TEMPORARY WOOD SIGNAL POLES AND SIGNAL HEADS AS SHOWN ON TRAFFIC CONTROL PLAN-PHASE I.

4. PLACE FINAL PAVEMENT MARKINGS.

3. INSTALL LANDSCAPING.

TO LONG BAY ROAD INTERSECTION.

2. MILLING, RESURFACING & OVERBUILD FROM STA. 237+04.51 TO STA. 239+73.45 AND FROM STA. 261+61.53

MAINTAIN TRAFFIC ON NEWLY CONSTRUCTED EASTBOUND AND WESTBOUND LANES.1.

3. TEMPORARY WOOD SIGNAL POLE AND CONTROLLER WILL REMAIN IN PLACE DURING PHASE III.

2. CONTRACTOR SHALL CONCEAL THE SIGNAL HEAD AUXILIARIES ON THE PROPOSED MAST ARMS THAT ARE NOT USED.

1. THE PROPOSED PEDESTRIAN HEADS WILL OPERATE AS NEEDED DURING STAGE 1 AND 2.

6. CONTRACTOR SHALL CONCEAL THE SIGNAL HEAD AUXILIARIES ON THE PROPOSED MAST ARMS THAT ARE NOT USED.

5. WIRE THE PROPOSED PEDESTRIAN SIGNALS TO THE TEMPORARY CONTROLLER ON THE WOOD SIGNAL POLE.

PEDESTRIAN HEADS, DETECTION, CONDUIT, PULL BOX AND CONDUCTORS.

4. INSTALL MAST ARM POLE SP2, PEDESTRIAN P-5, P-6, PROPOSED CONTROLLER, CABINET AND ASSOCIATED SIGNAL,

3. RELOCATE THE SIGNAL HEADS TO MATCH THE PHASE II PAVEMENT MARKINGS.

CONTROL PLAN PHASE II.

2. RELOCATE THE TEMPORARY WOOD SIGNAL POLE IN THE SOUTH EAST QUADRANT TO LOCATION SHOWN ON TRAFFIC

QUADRANT FROM PHASE I.

1. INSTALL POLE MOUNTED TEMPORARY CONTROLLER ON THE TEMPORARY WOOD SIGNAL POLE IN THE NORTHWEST

5. COMPLETE FINAL WESTBOUND AND EASTBOUND TIE-INS AT WEST AND EAST ENDS OF THE PROJECT.

4. CONSTRUCT ROADWAY MEDIAN.

3. REMOVE TEMPORARY INLETS.

2. SHIFT ONE LANE WESTBOUND TRAFFIC TO WESTBOUND TRAVELWAY CONSTRUCTED IN PHASE I.

OPEN NEWLY CONSTRUCTED EASTBOUND LANES FROM PHASE II TO ONE LANE EASTBOUND TRAFFIC.1.

GENERAL NOTES

CONSTRUCTION PHASING NOTES

TEMPORARY SIGNAL NOTES

THEY SHALL NOT BE INTERMIXED.

13. CONTRACTOR SHALL USE BARRICADES TYPE I, II OR PLASTIC DRUMS FOR TEMPORARY CHANNELIZATION DEVICES.

WIRING TO EXISTING OR TEMPORARY SIGNALS.

OR NEW SIGNALS ARE INSTALLED AND OPERATING. WHERE NECESSARY CONTRACTOR SHALL PROVIDE TEMPORARY

CONTRACTOR SHALL MAINTAIN EXISTING SIGNALIZATION FUNCTIONAL AT HOSPITAL GADE UNTIL TEMPORARY12.

TEMPORARY LUMINARES.

WHERE NECESSARY CONTRACTOR SHALL PROVIDE TEMPORARY WIRING TO EXISTING LUMINAIRES OR

11. CONTRACTOR SHALL MAINTAIN EXISTING ROADWAY LIGHTING UNTIL NEW ROADWAY LIGHTING IS FUNCTIONAL.

10. DROP-OFF CONDITION (REFER TO 2014 / 2015 FDOT DESIGN STANDARD, (INDEX No. 600, SHEET 10).

9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING STAGING AREAS FOR THE PROJECT WORK.

DRAWINGS FOR EROSION CONTROL.

DURING EACH PHASE AND PROVIDE EROSION PROTECTION AS PER FEDERAL LANDS HIGHWAY STANDARD

8. CONTRACTOR SHALL KEEP EXISTING DRAINAGE STRUCTURES OPERATIONAL OR PROVIDE TEMPORARY DRAINAGE

7. COVER OR REMOVE CONFLICTING SIGNS DURING CONSTRUCTION PHASING.

TRAVELWAYS. ANY DEFICIENCIES SHALL BE REPAIRED IMMEDIATELY.

6. CONTRACTOR SHALL CONDUCT DAILY INSPECTIONS TO ENSURE THAT NO ADVERSE CONDITIONS EXIST ALONG

5. WHEN LANE CLOSURES LIMIT TRAFFIC TO ONE LANE, CONTRACTOR SHALL PROVIDE FLAGGING OPERATIONS.

IMPLEMENTATION.

SCHEDULE OF DRIVEWAY AND SIDESTREET CLOSURES TO CO FOR APPROVAL AT LEAST 14 DAYS PRIOR TO

ANY TEMPORARY CLOSURES SHALL OCCUR DURING NON-BUSINESS HOURS (9:00 PM TO 5:3O AM). PROVIDE

4. ACCESS TO ALL DRIVEWAYS AND SIDE STREETS TO BE MAINTAINED DURING ALL PHASES OF CONSTRUCTION.

NO LAND-BASED CONSTRUCTION ACTIVITIES SHALL TAKE PLACE DURING CARNIVAL PARADES.

4:00-5:00 PM

7:00-8:00 AM

- PEAK HOURS DURING CRUISE ACTIVITIES:

- DAYS WITH HIGHEST CRUISE ACTIVITIES: TUESDAYS & WEDNESDAYS.

- MONTHS WITH HIGHEST CRUISE ACTIVITY: OCTOBER, DECEMBER, JANUARY, FEBRUARY & MARCH.

NO EXISTING LANE SHALL BE CLOSED ON PEAK CRUISE TRAFFIC PERIODS.

EVENING 4:00 P.M. TO 6:00 P.M.

MORNING 7:00 A.M. TO 9:00 A.M.

PEAK HOURS ARE:

LANE CLOSURE SHALL OCCUR ONLY DURING NON-PEAK HOURS ON NON-EVENT DAYS/NIGHTS WEEKENDS.3.

ZONE UNTIL ALL LABOR AND MATERIAL ARE AVAILABLE FOR THE CONSTRUCTION IN THAT AREA.

THE TRAFFIC AND TRAVEL WAYS SHALL NOT BE ALTERED BY THE CONTRACTOR TO CREATE A WORK2.

THE TRAFFIC FLOW HAS RETURN TO AN ACCEPTABLE LEVEL.

THE CONTRACTOR SHALL BE DIRECTED TO REOPEN THE CLOSED LANE(S) UNTIL SUCH TIME THAT

AT THE DISCRETION OF THE CO., IF A LANE CLOSURE CAUSES EXTENDED CONGESTION OR DELAY, 1.

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:27:03 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCTYRD01.DGNMiguel

MAY, 2017

SECTION - PHASE I & II

TRAFFIC CONTROL TYPICAL

RETAINING WALL

RTE 30 (VETERANS DRIVE)

PHASE I

RTE 30 (VETERANS DRIVE)

PHASE II

M-02

SHEET 1 OF 2

GEOTEXTILE FABRIC

DRAINAGE FILL

AT BOTTOM OF SUBGRADE

BOTTOM OF SURCHARGE TO

TYPE F

CURB & GUTTER

REFER TO STRUCTURAL DRAWING

FOR DETAILS AND DIMENSIONS

± 4'

REFER TO STRUCTURAL DRAWING

FOR DETAILS AND DIMENSIONS

RETAINING WALL

CURB & GUTTER TYPE F

¡ CONST. VETERANS DR.

¡ CONST. VETERANS DR.

EXISTING

LANE

SWK

PROMENADE

:1

:1

STA 236+74 TO STA 247+50

STA. 237+04.51 TO STA 261+61.54

STA. 237+04.51 TO sta 261+61.54

11'11'NOTE 1

NOTE:

0.020.02

CLOSED

SWK

SURCHARGE

4.5'

NEW CONSTRUCTION

PROMENADE

25'

2'

11'

11'

23'

4" TEMP. SOLID WHITE

4" TEMP SOLID WHITE

4" TEMP DOUBLE YELLOW

TEMP 4" DOUBLE YELLOW

WARNING LIGHTS

WITH TYPE C

BARRIER WALL

TEMP. CONC.

1'1'

25'2'23'4.5'

1'

IMPROVEMENTS GEOTECHNICAL REPORT.

FOR MORE INFORMATION REFER TO VETERANS DR.

BETWEEN STA. 236+74 AND STA. 247+50.

* SURCHARGE (500 PSF) SHALL BE PLACED

OFFSET

DROP-OFF HAZARD

DEFLECTION SPACE

SEE DETAIL "A"

WARNING LIGHTS

AND TYPE C

WITH DRAIN SLOT

BARRIER WALL

TEMP. CONC.

PAD

PAVEMENT OR ASPHALT

FLEXIBLE OR RIGID

DETAIL "A"

WALL INSTALLATION

TEMPORARY CONCRETE BARRIER

1' MIN.

2' MIN.

MIN.

WORK ZONE (PHASE I)

BARRIER UNIT

EDGE OF TRAVEL WAY

m in

WORK ZONE (PHASE II)

SHALL BE PROVIDED FROM STA. 245+66.70 TO 261+50.00

A MINIMUN OF 5' TEMPORARY ASPHALT SIDEWALK1.

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:27:03 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCTYRD02.DGNMiguel

MAY, 2017

0.040.02

0.04 0.02

¡ VETERANS DRIVE

RTE 30 (VETERANS DRIVE)

PHASE III

M-03

SECTION - PHASE III

TRAFFIC CONTROL TYPICAL

SHEET 2 OF 2

STA. 237+04.51 TO LONG BAY ROAD INTERSECTION

RETAINING WALL

CURB & GUTTER TYPE F

CURB TYPE D

BARRIER WALL

TEMP. CONC.

TYPE F

CURB & GUTTER

2'

PROMENADE

VARIES (25'-30')

2'

1'

TEMP 4" YELLOW

TEMP 4" YELLOW

WARNING LIGHTS

WITH TYPE C

BARRIER WALL

TEMP. CONC.

5'

SWK

2' 12'

LANE

2' 2' 12'

LANE

2'

WORK ZONE (PHASE III)

29'

ESTIMATED

ESTIMATED

BENCHES

S

SIGN

FP

FP

FP

FP

FP

MH PAVED OVER

SC

SC

CB

ST MH

DI

DI

ST MH

CB

CB

CB

CB

CB

CB

CB

CB

CB

CB

TCB

PEDESTRIAN SIGNAL

TLSP

4.46

18" RCP

R

C P

R C P

R

C P

R

C P

R

C P

R

C P

R

C P

4" R

CP

R

C P

R

C P

(2) O.H. E lec. Lines

24"

WM

10" WM

4" WM

24" WM

WATER WATER

W

240 241

10 40

Feet

VETERANS DRIVE

¡ CONST. VETERANS DR.

R/W LINE

TEMP. CONC. BARRIER WALL

AHEAD

WORK

ROAD

36"X36"

W20-1F

WORK ZONE

PHASE 1

LEGEND

SHEET 1 OF 6

36"X18"

G20-02

AHEAD

WORK

ROAD

36"X36"

W20-1F

36"X18"

G20-02 36"X36"

W20-1F

36"X36"

W20-1F

24"X18"

R9-11L

24"X12"

R9-9

M-04

24"X12"

R9-10

CURB REMOVAL

TEMPORARY WOOD SIGNAL POLE

STA. 239+85, 67.9' LT

SURCHARGE

C C

AND BOLLARD LIGHTS

INSTALL CONDUITS FOR ROADWAY

ROAD WORK

END

4" TEMP. SOLID WHITE

4" TEMP. DOUBLE YELLOW

TRAFFIC CONTROL PLAN - PHASE I

R O

A D

W

O R

K E

N D

C R

O S S H

E R E

A

H E

A D

S

ID

E W

A L K C

L O S E

D

C L

O S E

D S

ID

E W

A L

K

USE OTHER SIDE

SIDEWALK CLOSED

0'

0'

0'

NEXT 1

M

ILE

S

ROAD W

ORK

G20 -1

"x

W -1

"x

W -1

"x

M

P H

W -1P

"x

FT

WORK

ROAD

FT

WORKROAD

24"X12"

R9-10

36"X18"

G20-02

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

36"X36"

W20-1F

36"X36"

W20-1F

36"X36"

W20-1F

'10

ROAD WORK

END

ROAD WORK

END

24"X12"

R9-10

36"X18"

G20-02

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

36"X36"

W20-1F

36"X36"

W20-1F

36"X36"

W20-1F

'10

ROAD WORK

END

ROAD WORK

END

"X

G -0

"X

G -0

CKT A-10

BL-56,

CKT A-10

BL-66,

STA. 239+98

POLE #50, CKT A-5

A-9

CKT

BL-61,

CKT A-9

BL-63,

CKT A-10

BL-64,

CKT A-10

BL-60,

CKT A-9

BL-59

CKT A-10

BL-58,

CKT A-9

BL-57,

CKT A-9

BL-55,

CKT A-10

BL-54,

CKT A-9

BL-53,

CKT A-9

BL-67,

CKT A-10

BL-68,

1#6 AWG GND

2#6 AWG CKT A-8

2#6 AWG CKT A-7

2#6 AWG CKT A-6

2#6 AWG CKT A-5

1#6 AWG GND

2#6 AWG CKT A-5

1#6 AWG GND

2#6 AWG CKT A-8

2#6 AWG CKT A-7

2#6 AWG CKT A-6

2#6 AWG CKT A-5

TO BE REMOVED

EXISTING POLE

STA. 238+44

POLE #54, CKT A-5

SIGNAL POLE

STA. 239+88

36' RT

SIGN 1

V

V

DZ5

SIGN 2

VD

VD 1

SP1

P5

P6

WATER WATER

W

2 6

PHASE 1 PHASE 2 PHASE 3

P6 P6

SIGNAL OPERATING PLAN

R O

A D

W

O R

K E

N D

C R

O S S H

E

E

A D

S

ID

E W

A L K C

L O S E

D

C L

O S E

D S

ID

E W

A L

K

USE OTHER SIDE

SIDEWALK CLOSED

0'

0'

0'

NEXT 1

M

ILE

S

ROAD W

ORK

G20 -1

"x

W -1

"x

W -1

"x

M

P H

W -1P

"x

FT

WORK

ROAD

FT

WORKROAD

24"X12"

R9-10

36"X18"

G20-02

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

36"X36"

W20-1F

36"X36"

W20-1F

36"X36"

W20-1F

'10

ROAD WORK

END

ROAD WORK

END

24"X12"

R9-10

36"X18"

G20-02

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

AHEAD

WORK

ROAD

36"X36"

W20-1F

36"X36"

W20-1F

36"X36"

W20-1F

'10

ROAD WORK

END

ROAD WORK

END

"X

G -0

"X

G -0

HARBOR

ST. THOMAS

H O

S P I T

L

G

D E

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:27:21 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD104.DGNMiguel

MAY, 2017

TO BE REMOVED

M A

T C

H

L I N

E

S

T A

.0

TS-1

R/W LINE

MATCH EXIST.

STA. 237+04.51

BEGIN WIDENING

BEGIN PROJECT

STA 236+74.00

BEGIN SURCHARGE

9.51' LT.

+73.68

TYPE F

CONST. TEMP. INLET

4" TEMP. DOUBLE YELLOW

CONST. T

EMP. PLUG

TEMPORARY WOOD SIGNAL POLE

STA. 240+55, 4.2' LT

FL EL -0.43

INLET EL 3.35

0.15' LT

+19.96

N

5.4

5.2

R

C P

X

.6

C B

C

X

.6

C

B C

W

W

W

36"X36"

W20-1F

AHEAD WORK

ROAD

ROAD

WORKEND

36"X18"

G20-02

ROAD

WORKEND

"X18"G20 -02

AHEAD WORK

ROAD

36" X36"

W20- 1F

244 245

K A

N

D E

HARBOR

ST. THOMAS

D E

B E L T J E

N

R

O A

D

10 40

Feet

M A

T C

H

L I N

E

S

T A

.0

M A T

C H

L

IN

E

S T

A .0

¡ CONST. VETERANS DR.

VETERANS DRIVE

TEMP. CONC. BARRIER WALL

AHEAD WORK

ROAD

ROAD

WORKEND

36"X36"

W20-1F

AHEAD WORK

ROAD

TRAFFIC CONTROL PLAN - PHASE I

SHEET 2 OF 6

M-05

TEMP. ASPHALT SW

K

CONST. 5' OF STA. 245+66.75, 37.43' LT.

BEGIN 5' TEMP. ASPHALT SWK

WORK ZONE

PHASE 1

LEGEND

CURB REMOVAL

TYPE F

CONST. TEMP. INLET

CONST. TEMP. 15" PIPE

TYPE F

CONST. TEMP. INLET TYPE F

CO

N

ST. TEM

P. IN

LETCONST. TEMP. 18" PIPE

SURCHARGE

SURCHARGE

AFTER REMOVAL OF

RELOCATE TEMP. INLET

EL. 2.89

1.52' RT

+17.58

EL. 3.18

0.28' RT

+57.52

EL. 3.05

10.91' LT

+00.16

4" TEMP. DOUBLE YELLOW

4" TEMP SOLID WHITE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:27:30 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD105.DGNMiguel

MAY, 2017

R/W LINE

R/W

LIN

1.

.3

.1

R

C P

R

C P

R

C P

W A T E R

W A T E R

W A T E R

W

W

DE BELTJEN ROAD

HARBOR

ST. THOMAS

VETERANS DRIVE

¡ CONST. VETERANS DR.

M A

T C

H

L I N

E

S

T A

.0

R/W LINE

10 40

Feet

TEMP. CONC. BARRIER WALL

SHEET 3 OF 6

M-06

CONST. 5' OF TEMP. ASPHALT SWK

WORK ZONE

PHASE 1

LEGEND

SURCHARGE

4" TEMP DOUBLE YELLOW

CONNECT TO PROP. PIPE

CONST. TEMP. INLET TYPE F

CONST. 14' OF 18" TEMP. PIPE

SOLID WHITE

4" TEMP.

CURB REMOVAL

TRAFFIC CONTROL PLAN - PHASE I

TS-5

TS-6

TS-7

TS-8

CONST. 189' OF 18" TEMP. RCP

PT STA. 248+74.95

PC STA. 250+54.54

251 252

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:27:46 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD106.DGNMiguel

MAY, 2017

M A

T C

H

L I N

E

S

T A

.0

STA 247+50.00

END SURCHARGE

FL -0.90

INLET EL 4.82

+24.00

FL EL 0.30

INLET EL. 5.07

+64.00

FL -1.00

INLET EL. 4.44

+52.00

FL EL BK -1.20

FL EL 0.00 AH

FL EL 0.61 RT

INLET EL. 4.39

+70.00

CONNECT TO EXIST. PIPE

CONST. TEMP. INLET TYPE F

CONNECT TO EXIST. PIPE

CONST. TEMP. INLET TYPE F

CONST. 178' OF 18" TEMP. RCP

CONST. 124' OF 18" TEMP. RCP

43.12

39.06

R

C P

W A T E R

W A T E R

W A T E R

W

W

W

HARBOR

ST. THOMAS

DE BELTJE

N R

OAD

10 40

Feet

TEMP. CONC. BARRIER WALL

SHEET 4 OF 6

R/W LI

NE

M-07

CONST. 5'

OF TEMP. ASPHALT S

WK

WORK ZONE

PHASE 1

LEGEND

TYPE F

CONST. TEMP. INLET

¡ CONST. VETERANS DR.

4" TEMP DOUBLE Y

ELLOW

4" TEMP S

OLID W

HITE

CONNECT TO EXIST. PIPE

CONST. TEMP. INLET TYPE F

CURB REMOVAL

TRAFFIC CONTROL PLAN - PHASE I

C O

N

ST

. 178' O

F 18" T E

M

P. RC

P

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:27:53 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD107.DGNMiguel

MAY, 2017

M A T C

H

LI

N E

S T

A .0

M A

T C

H

L

IN

E

S

T A

.0

FL EL 0.40

INLET EL.5.71

0.01' RT

+47.36

FL EL 0.77

INLET EL. 5.04

+19.01

TS-9

TS-10

9.

EC.

WALK

9.

EC.

WALK

8.

EC.

WALK

8.

EC.

WALK

8.

EC.

WALK

8.

EC.

WALK

7.

EC.

WALK

8.

EC.

WALK

8.

EC.

WALK

8.

EC.

WALK

8.

EC.

WALK

8.

EC.

WALK

9.

EC.

WALK9.

EC.

WALK

9.

EC.

WALK

9.

EC.

WALK

9.

EC.

WALK

9.

EC.

WALK

.0

EC.

WALK

.0

EC.

WALK

AERIAL UTIL

5.54

EP

5.85

EP

.5

E P

5.56

EP

.4

E P

5.51EP.OLD/NEW

5.50EP.OLD/NEW

5.53

EP

.7

E P

5.47

EP

.0

E P

5.38

EP

.1

E P

5.36

EP

.3

E P

5.47

EP

.5

E P

.7

E P

.8

E P

.9

E P

.1

E P

6.19

CL.RD

6.01

CL.RD

6.06

CL.RD

5.99

CL.RD

5.87

CL.RD

5.90

CL.RD

5.90

CL.RD

5.92

CL.RD

5.91

CL.RD

5.79

CL.RD

5.82

CL.RD

6.06

CL.RD

6.08

CL.RD

6.14

CL.RD

.2

E P

.3

E P

.3

E P

.4

E P

.4

E P

5.65

EP

.4

E P

.5

E P

8.39

CL.RD

8.31

CL.RD

8.18

CL.RD

8.11

CL.RD

8.02

CL.RD

7.86

CL.RD

7.69

CL.RD

7.40

CL.RD

6.94

CL.RD

6.72

CL.RD

9.13

EP

9.00

EP

8.74

EP

8.55

EP

8.00

EP

R

C P

24" RCP

R C P

R

C P

R C P

R

C P

W

C C

C C

HARBOR

ST. THOMAS

DE BELTJEN ROAD

R/W LINE

¡ CONST. VETERANS DR.

VETERANS DRIVE

10 40

Feet

R/W LINE

CRASH CUSHION

BARRICADES @ 25' C.C.

SHEET 5 OF 6

M-08

CONST. 5' OF TEMP. ASPHALT SWK

WORK ZONE

PHASE 1

LEGEND

EXISTING SIDEWALK

+21.77

4" TEMP SOLID WHITE

4" TEMP DOUBLE YELLOW

CONNECT TO EXIST. PIPE

CONST. TEMP. INLET TYPE F

CONNECT TO EXIST. PIPE

CONST. TEMP. INLET TYPE F

CURB REMOVAL

STA. 261+61.54

END RECONSTRUCTION

TRAFFIC CONTROL PLAN - PHASE I

CONST. 214' OF 30" TEMP. RCP

257 258 259

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:27:59 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD108.DGNMiguel

MAY, 2017

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

H E

T o

O F

L= 155.66'

¬= 45° 40' 32.05"

R= 195.26'

7.62' LT

+07.57

BARRIER WALL

TEMP. CONC.

FL EL 0.05

INLET EL 6.09

+69.54

FL EL 0.01

INLET EL. 5.44

+51.59

TS-11 TS-12

14.04' LT

+60.18

TANK

SC

TANK

P

P

P

CB

CB

CB

CB

CB

CB ST MH

CB

CB

CB

CB

ELEC CABINET

ELEC SERVICE CABINET

H

Y D

WV

D

D

D

WV

WVWV

E

D

S

S

WV

S

WV

9.

.3

EC.

WALK

.0

EC.

WALK

.0

EC.

WALK

9.

EC.

WALK

8.53

CL.RD

9.29

EP

W

IL

LI

A

M G

LE

W

IS

S R

LN

DE BELTJEN ROAD

L O

N G

B

A Y

R

D

BARRICADES @ 25' C.C.R/W LINE

V E T E R A

N S D

R

IV

E

R/W LINE

R/W LINE

36"X36"

W9-1L

36"X36"

W4-2L

24"X12"

R9-9

C L O S E D

S

ID

E W

A L K

36"X18"

G20-2

10 40

Feet

TRAFFIC CONTROL PLAN - PHASE I

SHEET 6 OF 6

M-09

4" TEMP DOUBLE YELLOW

4" TEMP SOLID WHITE

24"X18"

R9-11 R

TRAFFIC CONTROL PLAN - PHASE IFP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:04 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD109.DGNMiguel

MAY, 2017

R O

A D W

O R K

E N D

0'

C L O S E D

S

ID

E W

A L K

C R

O S S H

E

E A

D S

ID

E W

A L K C

L O S E

D

0'

0'

0'

NEXT 1

M

ILE

S

ROAD W

ORK

G20 -1

"x

W -1

"x

FT

WORKROAD

W -1

"x

" 30

FT

WORKROAD

M

P H

W -1P

"x

R O

A D W

O R K

E N D

36"X18"

G20-2

R O

A D

W

O R

K

E N

D

36"X18"

G20-2

"X

W -1F

AHEAD

WORK

ROAD

"X

G -0

M A

T C

H

L I N

E

S

H E

STA. 265+16.90

END ¡ CONST. VETERANS DR.

STA. 264+89.27

END PROJECT

M

T E

R

METER

METER

METER

METER

3.38

5.53

16.78

17.41

15.55

15.63

F O

R T

P

L A

D S

E N

F O

R T

S

T R

A D

E

B U I L

D I N

G L E

G I S

L A

T U

R E

CHRISTIAN

FORT

VETERANS D

RIV

E

WORK ZONE

PHASE 2

LEGEND

SHEET 1 OF 7

10 40

Feet

M-10 TRAFFIC CONTROL PLAN - PHASE IIFP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:11 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD203.DGNMiguel

MAY, 2017

R O

A D

W

O R

K E

N D

'100

C L

O S E

D S

ID

E W

A L

K

C R

O S S H

E

E

A D

S

ID

E W

A L K C

L O S E

D

N E

X T M

IL

E S

R O

A D W

O R

K

F

T W

O R

K R

O A

D

0M P H

F

T W

O R

K R

O A

D

"x

W -1P

W -1

"x

G -1

"x

W -1

"x

M A

T C

H

L I N

E

S

T A

.0

24"X12"

R9-9

24"X18"

R9-11

36"X18"

G20-02

CONST.

VETERANS D

R.

R/ W

LIN

E

R/W

LIN

E

UTILITY POLE

SERVI

CE

DUCT

BANK

IN

STALL

E

LE

CTRI

C

AND

CONMUNI

CATI

ONS

MANHOLE

S

IN

STALL

E

LE

CTRI

C

SERVI

CE

MATCH EXIST.

STA. 237+04.51

BEGIN WIDENING

& RESURFACING

BEGIN MILLING, OVERBUILD

BEGIN PROJECT

AND COMMUNICATIONS DUCT BANK

INSTALL ELECTRIC SERVICE DUCT BANK

240 241

HARBOR

ST. THOMAS

H O

S P I T

D E

WORK ZONE

PHASE 2

LEGEND

SHEET 2 OF 7

10 40

Feet

R/W LINE

25'R

M-11 TRAFFIC CONTROL PLAN - PHASE IIFP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:14 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD204.DGNMiguel

MAY, 2017

C C

C C C C

SIGNAL POLE

40' LT

SIGNAL POLE

STA. 239+88

36' RT

SIGN 1

STA. 240+62

V

V

D Z

DZ5

SIGN 2

VD

VD 1

SP2

SP1

SIGN 2

P6P6

P5

P5

P6

P6

C01 0.000

C02 0.000

C03 0.000

C04 0.000

T01 0.000

T02 0.000

T03 0.000

T04 0.000

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

T A

.0

36"X18"

G20-02

R

16.51' RT.

+50.05

4.55' RT.

+78.98

M A

T C

H

L I N

E

S

T A

.0

R/W L

INE

¡ CONST. VETERANS DR.

16.41' RT

+69.72

CRASH C

USHIO

N

13.92' LT

+10.29

VETERANS DRIVE

TEMPORARY WOOD SIGNAL POLE

STA. 239+85, 67.9' LT

TEMPORARY WOOD SIGNAL POLE

STA. 240+43, 36' RT

CONST. TEMP. PLUG

4" TEMP DOUBLE YELLOW

4" TEMP SOLID WHITE

4" TEMP SOLID WHITE

4" TEMP WHITE

24" TEMP WHITE

TEMPORARY EASEMENT

TS-1

AHEAD

WORK

ROAD

36"X36"

W20-1F

36"X18"

G20-02

ROAD WORK

END

CRASH CUSHION

LOAD CENTER

INSTALL ROADWAY LIGHTING

INSTALLATION FROM PHASE I

CONTINUE LIGHTING CONDUIT

@ 25' C.C.

BARRICADES

@ 25' C.C.

BARRICADES

@ 25' C.C.

BARRICADES

4" TEMP DOUBLE YELLOW

24" TEMP WHITE

BARRIER WALL

TEMP. CONC.

4" TEMP SOLID WHITE

SOLID WHITE

4" TEMP.

5.61' LT.

+79.04

BARRIER WALL

TEMP. CONC.

TEMPORARY EASEMENT

CRASH CUSHION

5.4

5.2

R

C P

X

.6

C B

C

X

.6

C

B C

K A

N

D E

HARBOR

ST. THOMAS

D E

B E L T J E

N

R

O A

D

C C

C C

ROAD

WORKEND

36"X18"

G20-02

AHEAD WORK

ROAD

36"X36"

W20-1F

10" W M

10" W M

244 245

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:18 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD205.DGNMiguel

MAY, 2017

WORK ZONE

PHASE 2

LEGEND

SHEET 3 OF 7

10 40

Feet

N

M A

T C

H

L I N

E

S

T A

.0

M A T

C H

L

IN

E

S T

A .0

M-12

R/W LI

NE

TRAFFIC CONTROL PLAN - PHASE II

C0

0.0

C0

0.0

C0

0.0

C0

0.0

C0

T0

0.0

T0

0.0

T0

0.0

T0

0.0

T0

36"X36"

W20-1F

AHEAD WORK

ROAD

ROAD

WORKEND

VETERANS DRIVE

4.62' RT.

+85.72

CONST. TEMP. PLUG

4.57' RT.

+20.82

CRASH CUSHION

BARRIER W

ALL

TEMP. CONC.

ROAD

WORKEND

¡ CONST. VETERANS DR.

4" TEMP. SOLID WHITE

4" TEMP SOLID WHITE

4" DOUBLE YELLOW 4" TEMP. SOLID WHITE

'R

R

R/W LINE

TS-2

TS-3

TS-4

TEMP. CONC. BARRIER WALL

.3

.1

R

C P

R

C P

R

C P

251 252

DE BELTJEN ROAD

HARBOR

ST. THOMAS

WORK ZONE

PHASE 2

LEGEND

SHEET 4 OF 7

M A

T C

H

L I N

E

S

T A

.0

R/W LINE

10 40

Feet

¡ CONST. VETERANS DR.

6" DOUBLE YELLOW

6" WHITE

6" WHITE

TEMP. CONC. BARRIER WALL

VETERANS DRIVE

M-13

CONST. TEMP. PLUG

TRAFFIC CONTROL PLAN - PHASE IIFP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:24 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD206.DGNMiguel

MAY, 2017

C

T

M A

T C

H

L I N

E

S

T A

.0

TS-5

TS-6

TS-7

TS-8

R

C P

HARBOR

ST. THOMAS

DE BELTJE

N R

OAD

WORK ZONE

PHASE 2

LEGEND

SHEET 5 OF 7

10 40

Feet

R/W LINE

6" DOUBLE YELLOW

6" WHITE

6" WHITE

¡ CONST. VETERANS DR.

VETERANS DRIVE

' 1

M-14 TRAFFIC CONTROL PLAN - PHASE II

TS-9

TS-10

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:27 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD207.DGNMiguel

MAY, 2017

43.12

39.06

M A T C

H

LI

N E

S T

A .0

M A

T C

H

L

IN

E

S

T A

.0

TEMP. CONC. BARRIER WALL

AERIAL UTIL

.7

E P

.8

.3

E P

.4

E P

.4

E P

.4

E P

.5

E P

8.39

CL.RD

8.31

CL.RD

8.18

CL.RD

8.11

CL.RD

8.02

CL.RD

7.86

CL.RD

9.13

EP

9.00

EP

8.74

EP

8.55

EP

8.00

EP

R

C P

24" RCP

R C P

R

C P

R C P

R

C P

257 258 259

262HARBOR

ST. THOMAS

DE BELTJEN ROAD

WORK ZONE

PHASE 2

LEGEND

SHEET 6 OF 7

R/W LINE

10 40

Feet

R/W LINE

¡ CONST. VETERANS DR.

6" WHITE

6" WHITE

6" DOUBLE YELLOW

VETERANS DRIVE

TEMP. CONC. BARRIER WALL

R

R

.9

R

.2 ' R

T

.2

M-15

CRASH CUSHION

BARRICADES @ 25' C.C.

TRAFFIC CONTROL PLAN - PHASE IIFP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:32 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD208.DGNMiguel

MAY, 2017

C C

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

H E

E

STA. 261+61.54

END RECONSTRUCTION

5.48' RT.

+51.15

27.47' RT.

+51.48

TS-11

TS-12

ST MH

Y D

WV

D

D

D

WV

WVWV

E

D

S

S

WV

S

WV

9.

.3

EC.

WALK

.0

EC.

WALK

.0

EC.

WALK

9.

EC.

WALK

8.53

CL.RD

9.29

EP

9.13

" R

C P

R

C P

R

C P

15" RCP

D B L

X

C B

C

D B L

X

C B

C

18" RCP

W

IL

LI

A

M G

LE

W

IS

S R

LN

DE BELTJEN ROAD

L O

N G

B

A Y

R

D

SHEET 7 OF 7

10 40

Feet

V E T E R A

N S D

R

IV

E

M-16

.9

R

BARRICADES @ 25' C.C.

6" WHITE

6" DOUBLE YELLOW

6" WHITE

R/W LINE

R/W LINE

STA. 265+16.90

END ¡ CONST. VETERANS DR.

TRAFFIC CONTROL PLAN - PHASE IIFP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:35 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD209.DGNMiguel

MAY, 2017

R O

A D

W

O R

K

E N

D

36"X18"

G20-2

R O

A D W

O R K

E N D

36"X18"

G20-2

"X

W -1F

AHEAD

WORK

ROAD

R O

A D W

O R K

E N D

0'

0'

W -1

"x

W -1P

"x

M

P H

FT

WORKROAD

0'

FT

WORKROAD

0'

NEXT 1

M

ILE

S

ROAD W

ORK

G20 -1

"x

W -1

"x

M A

T C

H

L I N

E

S

H E

STA. 264+89.27

18" RCP

R

C P

R C P

R

C P

R

C P

R

C P

R

C P

R

C P

4" R

CP

R

C P

R

C P

V

V

D Z

DZ5

ELEC

ELEC

WATER WATER

W

W

C C

C C C C

R O

A D

W

O R

K E

N D

ROAD WORK

END

ROAD WORK

END

36"X18"

G20-02

AHEAD

WORK

ROAD

36"X36"

W20-1F

0'

0'

0'

NEXT 1

M

ILE

S

ROAD W

ORK

W20-1 36"x36"

W20-1

36"x36"

M

P H

W13-1P 30"x30"

FT

WORK

ROAD

FT

WORKROAD

240 241

HARBOR

ST. THOMAS

H O

S P I T

D E

10 40

Feet

SHEET 1 OF 6

R/W L

INE R/W LINE

CUSHION

CRASH

TEMP. CONC. BARRIER WALL

TEMP. CONC. BARRIER WALL

¡ CONST. VETERANS DR.

VETERANS DRIVE

TEMP. CONC. BARRIER WALL 10.82' RT

+87.17

15.51' RT.

+80.09

9.51' RT

+68.92

36"X18"

G20-02

M-17

REMOVE TEMP. INLET

4" TEMP SOLID WHITE

4" TEMP SOLID YELLOW

4" TEMP SOLID W

HITE

4" TEMP SOLID YELLOW

4" WHITE

4" YELLOW

4" YELLOW

4" WHITE

24" TEMP SOLID WHITE

24" TEMP SOLID WHITE

TRAFFIC CONTROL PLAN - PHASE III

WORK ZONE

PHASE 3

LEGEND

¡ CONST. VETERANS DR.

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:44 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD304.DGNMiguel

MAY, 2017

C01 0.000

C02 0.000

C03 0.000

C04 0.000

T01 0.000

T02 0.000

T03 0.000

T04 0.000

M A

T C

H

L I N

E

S

T A

.0

12.21' LT

+88.09 9.38' LT

+83.61

1.57'

RT

+91.7

CUSHION

CRASH

TS-1

CRASH CUSHION

MATCH EXIST.

STA. 237+04.51

BEGIN WIDENING

& RESURFACING

BEGIN MILLING, OVERBUILD

BEGIN PROJECT

5.4

5.2

R

C P

X

.6

C B

C

X

.6

C

B C

W

W

W

244 245

K A

N

D E

HARBOR

ST. THOMAS

D E

B E L T J E

N

R

O A

D

10 40

Feet

M A

T C

H

L I N

E

S

T A

.0

M A T

C H

L

IN

E

S T

A .0

SHEET 2 OF 6

TEMP. CONC. BARRIER WALL ¡ CONST. VETERANS DR.

R/W LINE

R/W LINE

R/W LINE

TEMP. CONC. BARRIER WALL

VETERANS DRIVE

M-18

REMOVE TEMP. INLET

4" TEMP SOLID YELLOW

4" TEMP SOLID WHITE

4" TEMP SOLID WHITE

4" TEMP SOLID YELLOW

TRAFFIC CONTROL PLAN - PHASE III

TEMP. PIPE

PLUG

TEMP. PIPE

PLUG

WORK ZONE

PHASE 3

LEGEND

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:49 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD305.DGNMiguel

MAY, 2017

ROAD

WORKEND

36"X18"

G20-02 AHEAD WORK

ROAD

36"X36"

W20-1F

ROAD

WORKEND

36"X18"

G20-02

AHEAD WORK

ROAD

36"X36"

W20-1F

C0

0.0

C0

0.0

C0

0.0

C0

0.0

C0

T0

0.0

T0

0.0

T0

0.0

T0

0.0

T0

REMOVE TEMP. INLET

REMOVE 18" TEMP. PIPE

ABANDON 18" TEMP. PIPE

REMOVE 18" TEMP. PIPE

TEMP. INLET

REMOVE

TS-2

TS-3

TS-4

.3

.1

R

C P

R

C P

R

C P

W A T E R

W A T E R

W A T E R

W

W

PT STA. 248+74.95

PC STA. 250+54.54

251 252

DE BELTJEN ROAD

HARBOR

ST. THOMAS

VETERANS DRIVE

M A

T C

H

L I N

E

S

T A

.0

10 40

Feet

SHEET 3 OF 6

TEMP. CONC. BARRIER WALL

6" YELLOW

R/W LINE

M-19

4" TEMP SOLID YELLOW

4" TEMP SOLID WHITE

TEMP. CONC. BARRIER WALL

4" TEMP SOLID WHITE

PLUG EXIST. TEMP. PIPE

TRAFFIC CONTROL PLAN - PHASE III

REMOVE 18" TEMP. PIPE

REMOVE TEMP. INLET

REMOVE TEMP. INLET

WORK ZONE

PHASE 3

LEGEND

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:53 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD306.DGNMiguel

MAY, 2017

C

T

M A

T C

H

L I N

E

S

T A

.0

¡ CONST. VETERANS DR.

INLET

REMOVE TEMP.

REMOVE 18" TEMP. PIPE

REMOVE 18" TEMP. PIPE

REMOVE 18" TEMP. PIPE

TS-5

TS-6

TS-7 TS-8

39.06

R

C P

HARBOR

ST. THOMAS

DE BELTJE

N R

OAD

10 40

Feet

WORK ZONE

PHASE 3

LEGEND

SHEET 4 OF 6

R/W LINE

TEMP. CONC. BARRIER WALL

VETERANS DRIVE

¡ CONST. VETERANS DR.

M-20

4" TEMP SOLID WHITE

4" TEMP SOLID Y

ELLOW

TEMP. CONC. BARRIER WALL

4" TEMP SOLID YELLOW

4" TEMP SOLID WHITE

TRAFFIC CONTROL PLAN - PHASE III

REMOVE TEMP. INLET

REMOVE 18" TEMP. PIPE

REMOVE TEMP. INLET

TS-9

TS-10

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:28:57 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD307.DGNMiguel

MAY, 2017

W A T E R

W A T E R

W A T E R

W

W

W

M A T C

H

LI

N E

S T

A .0

M A

T C

H

L

IN

E

S

T A

.0

.5

E P

.7

E P

.8

E P

.3

E P

.4

E P

.4

E P

.4

E P

.5

E P

8.39

CL.RD

8.31

CL.RD

8.18

CL.RD

8.11

CL.RD

8.02

CL.RD

7.86

CL.RD

9.13

EP

9.00

EP

8.74

EP

8.55

EP

8.00

EP

R

C P

24" RCP

R C P

R

C P

R C P

R

C P

W

257 258 259

262HARBOR

ST. THOMAS

DE BELTJEN ROAD

10 40

Feet

WORK ZONE

PHASE 3

LEGEND

SHEET 5 OF 6

¡ CONST. VETERANS DR.

R/W LINE

TEMP. CONC. BARRIER WALL

TEMP. CONC. BARRIER WALL

CRASH CUSHION

R/W LINE

VETERANS DRIVE

REMOVE TEMP. 30" PIPE

M-21

STA. 261+61.54

LT AND RT

END TEMP. BARRIER WALL

END RECONSTRUCTION

BARRICADES @ 25' C.C.

4" TEMP SOLID WHITE

4" TEMP SOLID YELLOW

4" TEMP SOLID YELLOW

4" TEMP SOLID WHITE

TRAFFIC CONTROL PLAN - PHASE III

REMOVE TEMP. INLET

REMOVE TEMP. INLET

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:29:02 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD308.DGNMiguel

MAY, 2017

C C

M A

T C

H

L I N

E

S

T A

.0

M A

T C

H

L I N

E

S

H E

TS-12

TS-11

ST MH

Y D

WV

D

D

D

WV

WVWV

E

D

S

S

WV

S

WV

9.29

EP

9.13

" R

C P

R

C P

R

C P

15" RCP

D B L

X

C B

C

D B L

X

C B

C

18" RCP

W

IL

LI

A

M G

LE

W

IS

S R

LN

DE BELTJEN ROAD

L O

N G

B

A Y

R

D

24"X18"

R9-11

24"X12"

R9-9

10 40

Feet

SHEET 6 OF 6

24"X18"

R9-11

24"X12"

R9-9

R/W LINE

R/W LINE

36"X36"

W20-1F

BARRICADES @ 2

5' C.C.

M-22

V E T E R A

N S D

R

IV

E

36"X18"

G20-2

4"

TEMP

DOUBLE

Y

ELLOW

4"

TEMP

SOLID

W

HIT

E

4"

TEMP

SOLID

W

HIT

E

SECTION - PHASE III

TRAFFIC CONTROL PLAN - PHASE IIIFP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

ENGINEER OF RECORD

M. PAREDES

DPC-34(1)

MODEL NAME = phase_1PEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:29:06 PM T:\Projects\173908_VeteransDr\roadway\phase_1\TCPLRD309.DGNMiguel

MAY, 2017

R O

A D W

O R K

E N D

0'

0'

0'

0'

NEXT 1

M

ILE

S

ROAD W

ORK

G20 -1

"x

W -1

"x

FT

WORKROAD

W -1

"x

" 30

FT

WORKROAD

M

P H

W -1P

"x

R O

A D W

O R K

E N D

36"X18"

G20-2

R O

A D

W

O R

K

E N

D

36"X18"

G20-2

"X

W -1F

AHEAD

WORK

ROAD

M A

T C

H

L I N

E

S

H E

STA. 265+16.90

END ¡ CONST. VETERANS DR.

STA. 264+89.27