Plans_Section_B.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 10:42:35 AM T:\Projects\173908_VeteransDr\roadway\phase_1\TYPSRD01.DGNMiguel

MAY, 2017

CURB & GUTTER TYPE F

R

W

L I N

E

CURB TYPE D

0.040.04

0.02 0.020.02 0.02 0.02

¡ CONST. VETERANS DRIVE

DETAILS

SEE TYPICAL

FROM STA. 239+73.45 TO STA. 261+61.54 ¡ VETERANS DRIVE

R

W

L I N

E

FROM STA. 237+04.51 TO STA. 239+73.45 ¡ VETERANS DRIVE

7'-8"17'-4"

B-01

0.82' MHHW

¡ CONST. VETERANS DRIVE

TYPICAL SECTION

DETAILS

TYPICAL

SEE

T E

M P

O R

A R

Y

E

A S

E M

E N

T

T E

M P

O R

A R

Y

E

A S

E M

E N

T

MILLING

STA. 237+04.51 TO STA. 239+73.45

TYPICAL SECTION

239+73.45 TO STA. 261+61.54

STA. 237+04.51 TO STA. 239+73.45

TYPICAL SECTION

18'-90'8'

MILLING, RESURFACING & OVERBUILD

VARIES (FROM 2' TO 36')

WIDENING

VARIES

12'-38'

VARIES

TYPE F

CURB & GUTTER

MEDIAN

11'

4" CONC. SIDEWALK BASE

PGPPGP

SOD

SUBBASE

BASE SUBBASE

BASE

4"

5'

1'

8"

1'

2'

LANE

11' (TYP)

LANE

11' (TYP)

0.82' MHHW

VARIES

2'

VARIES

0'-11'

LANE

10'-11'

LANE

10'-11'

0'-11'

5'-12'

LANE

11' (TYP)

LANE

11' (TYP)

5'-6'

VARIES

FROM 18' TO 33'

VARIES

2'-25'

SEE NOTE 2

EMBANKMENT

REFER TO DRAINAGE PLANS

FOR GRADING IN THIS AREA

BOLLARD

CONC.

EXISTING GROUND

EXISTING GROUND

VARIES

10' MAX.

F O

R

W A

L

C

N S

T R

U C

T I O

N

L I

M I T

S

F

E

X C

A V

A T I O

N

VARIES

F

R

W A

C

N S

T R

U C

T I O

N

L I

M I T

S

F

E

X C

A V

A T I O

N

SUBBASE, GRADING A, (12")

AGGREGATE BASE, GRADING C (8")

ASPHALT CONCRETE (HMA), CLASS A, GRADING B (3")

ASPHALT CONCRETE (HMA), CLASS C, GRADING D (1.75")

TYPE IV SMOOTHNESS

ASPHALT CONCRETE (HMA) CLASS C, GRADING D, (1.25")

ASPHALT CONCRETE (HMA), CLASS C, GRADING D (1.75")

TYPE IV SMOOTHNESS

ASPHALT CONCRETE (HMA) CLASS C, GRADING D, (1.25")

SUBBASE, GRADING A, (12")

AGGREGATE BASE, GRADING C (8")

ASPHALT CONCRETE (HMA), CLASS A, GRADING B (3")

ASPHALT CONCRETE (HMA), CLASS C, GRADING D (1.75")

TYPE IV SMOOTHNESS

ASPHALT CONCRETE (HMA) CLASS C, GRADING D, (1.25")

WEDGE AND LEVELING COURSE

THICKNESS VARIES (1/2" TO 12")

ASPHALT CONCRETE (HMA) CLASS A, GRADING B

WIDENING

RECONSTRUCTION

RESURFACING

MILL EXISTING ASPHALT PAVEMENT (1-1/4" AVG. DEPTH)

LANDSCAPE

SOD

VARIES 10' MAX.PROMENADE

20' (TYP.)

SIDEWALK

4" CONC.

0.020.010.01

HARDSCAPE PLANS)

(SEE LANDSCAPE/

GRASS STRIP

(SEE WALL PLANS)

RETAINING WALL

(TYP.)

PLANS FOR TEXTURE TYPE)

(REFER TO HARDSCAPE

4" CONC. SIDEWALK

(SEE WALL PLANS)

RETAINING WALL

SEE NOTE 2

EMBANKMENT

TACK COAT

PRIME COAT

CURB & GUTTER TYPE F

VARIES

0.02

0.02

FOR DETAILS)

(SEE HARDSCAPE PLANS

HARDSAPE

BOLLARD

CONC.

CURB & GUTTER TYPE F

SIDEWALK

4" CONC.

CONC.

ASPHALT

CUT

SAW

GROUND

EXISTING

SAW CUT

CONC.

ASPHALT

SUBBASE

0.020.020.02

VARIES

" AND 2" RESPECTIVELY.2

BE

FOR THE WEDGE AND LEVELING PAD COURSE SHALL

THE MINIMUM AND MAXIMUM LIFT THICKNESS6.

SHALL BE 1/2" AND 2", RESPECTIVELY.

ASPHALT CONCRETE (HMA), CLASS A, GRADING B

THE MINIMUM AND MAXIMUM LIFT THICKNESS 5.

BOLLARD DETAILS, SEE LANDSCAPING PLANS.

LAYOUT AND MATERIAL FINISH, AND CONCRETE

FOR SIDEWALK MATERIAL FINISH, PROMENADE BRICKS4.

ADJACENT TO THE EXISTING WALL IS 2 (H):(1V).

THE MAXIMUM ALLOWABLE EXCAVATION SLOPE 3.

GEOTECHNICAL REPORT SECTION 4.4.

FOR DESIGN RECOMMENDATIONS REFER TO 2.

RATE WILL BE 0.05 GALLON/SQ YARD.

LAYERS. THE RESIDUAL TACK COAT APPLICATION

TACK COAT SHALL BE USED BETWEEN ALL ASPHALT1.

NOTES:

CONC.

ASPHALT

CONC.

ASPHALT

BASE (TO REMAIN)

CONCRETE PAVEMENT

EXIST. 8" AVG. (TO REMAIN)

EXIST. SUBBASE

LEVELING COURSE

WEDGE AND

SEE

PLANS

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 10:42:36 AM T:\Projects\173908_VeteransDr\roadway\phase_1\TYPSRD02.DGNMiguel

MAY, 2017

5'-6'

VARIES

2 %

4" SIDEWALK

4" SIDEWALK

:2

:2

(T Y P

.1

(TYP)

2'

2' LEVEL

TYPICAL SECTION DETAILS B-02

SOD VARIES 7.5' - 12'

VARIES

DRAINAGE PLANS

SEE CROSS SECTIONS AND

DITCH SLOPE & LINING VARY

2 %

2 %2 %

SAW CUT

TYPE F

CURB & GUTTER

4" SIDEWALK

2 %

.5

MIN.

SUBBASE

TYPE F CURB

STA 10+48 TO STA 11+60

TYPICAL SECTION - HOSPITAL GADE

SEE NOTE 1

EXISTING GROUND

RECONSTRUCTION

MACTH EXIST. MACTH EXIST.

MILLING AND RESURFACING

FROM STA 261+61.54 TO STA 265+09.20

BASE

MILLING

MILL EXISTING ASPHALT PAVEMENT (1.25" AVG. DEPTH)

RESURFACING

STA. 261+61.54 TO STA. 265+09.20

STA. 261+61.54 TO STA. 265+09.20

TYPE F

CURB & GUTTER

VARIES

5'-10'

VARIES

VARIES

48.5'- 59.0'

10'10'2'6'PLANS)

LANDSCAPING

(SEE

SOD

TYPE F

CURB & GUTTER

TYPE F

CURB & GUTTER

PLANS FOR DETAILS)

(REFER TO HARDSCAPE

ROADWAY EUROCOBBLE

(TYP.)

PLANS FOR TEXTURE TYPE)

(REFER TO HARDSCAPE

4" SIDEWALK

4" CONC. SIDEWALK

4" CONC. SIDEWALK

FOR DETAILS)

(SEE HARDSCAPE PLANS

PAVER BRICK

12"

ASPHALT PAVEMENT

TOP & BOT.

2-#5 CONT.

#4 STIR UP @ 9" O.C.

PLANS FOR DETAILS)

(REFER TO HARDSCAPE

EUROCOBBLE

ROADWAY

N.T.S

N.T.S

SUBGRADE

12" COMPACTED

.5

SUBBASE, GRADING A (12")

PROVIDE CONSTRUCTION JOINTS AS NEEDED BETWEEN TWO SUCCESSIVE PLACEMENTS OF CONCRETE

PROVIDE CONTRACTION JOINTS PERPENDICULAR TO THE CROWN LINE AT A SPACING OF 10-FT.

PROVIDE A CONTINUOUS CONTRACTION JOINT AT THE CROWN LINE OF THE CONCRETE PAVEMENT.3.

SPECIFICATIONS, EXCAVATE AND REPLACE WITH MATERIAL THAT MEETS THE SPECIFICATIONS.

IN THE EVENT THAT THE EXISTING SOIL IN THE COMPACTED SUBGRADE LAYER CANNOT ATTAIN2.

E. COMPACTION TO A MINIMUM OF 95%

D. CBR: >35

C. PLASICITY INDEX: <12

B. MAX LIQUID LIMIT + 35

A. MATERIAL WITH A MAX OF 15% PASSING A U.S. NO. 200 SIEVE.

1. SUBBASE:

1.5" SAND BEDDING

MATERIAL

EXPANSION JOINT

1/2" PREFORMED

PLANS FOR DETAILS)

(REFER TO HARDSCAPE

BRICK PAVERS

PROMENADE EUROCOBBLE/

PSI AT 28 DAYS)

STRENGTH OF 3000

COMPRESSIVE

AT MID-DEPTH (MIN.

W/6"x6" WWF

4" CONCRETE SLAB

1.5" MORTAR BED

PSI AT 28 DAYS)

STRENGTH OF 5000

(MIN. COMPRESSIVE

AT MID-DEPTH

W/6"x6" W2.9/W2.9 WWF

10" CONCRETE PAVEMENT

4" COMPACTED BED

4" COMPACTED BED

STA. 238+25.00 TO STA. 239+73.45 LT

TYPICAL SECTION DETAIL "A"

STA. 240+90.10 TO STA. 247+00.00 LT

TYPICAL SECTION DETAIL "B"

EXISTING PARKING LOT

STA. 247+00.00 TO STA. 261+61.53 LT

TYPICAL SECTION DETAIL "C"

ROADWAY CONCRETE BORDER DETAIL

PSI AT 28 DAYS)

STRENGTH OF 3000

(MIN. COMPRESSIVE

12"x18" CONCRETE BORDER

(TO REMAIN)

EXIST. SUBBASE

(TO REMAIN)

EXIST. 8" AVG. PCC BASE

TYPE IV SMOOTHNESS

ASPHALT CONCRETE (HMA) CLASS C, GRADING D, (1.25")

SUBBASE, GRADING A, (12")

AGGREGATE BASE, GRADING C (8")

ASPHALT CONCRETE (HMA), CLASS A, GRADING B (3")

ASPHALT CONCRETE (HMA), CLASS C, GRADING D (1.75")

TYPE IV SMOOTHNESS

ASPHALT CONCRETE (HMA) CLASS C, GRADING D, (1.25") STA. 246+17.80 - STA. 246+97.80

STA. 239+73.45 - STA. 240+73.94

TYPICAL SECTION

EUROCOBBLE/BRICK PAVERS INSTALLATION DETAIL

INSTALLATION NOTES

.5

SIDEWALK BRICK BORDER DETAIL

1.5" MORTAR BED

VARIES

AT RIGHT OF WAY

MATCH EXISTING GRADE

2 %

(TO REMAIN)

CURB & GUTTER

EXIST.

(TO REMAIN)

SIDEWALK

EXIST.

(TO REMAIN)

CURB & GUTTER

EXIST.

CONC.

ASPHALT1

1 ASPHALT CONC.