Plans_Section_H.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 2:23:27 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPGNRD01.dgnMiguel

MAY, 2017

NARRATIVE

EROSION AND SEDIMENT CONTROL H-01

REMOVE ALL OTHER PERIMETER CONTROLS WHEN DIRECTED BY THE CO.

UPSLOPE AREAS ARE STABILIZED AND VEGETATION IS WELL ESTABLISHED.

REMOVE SILT FENCE, AND INLET PROTECTION ONLY AFTER ALL

TO DISTURBED AREAS WHERE VEGETATION HAS NOT BEEN ESTABLISHED.

REPLACE DAMAGED MATTING AND REAPPLY PERMANENT TURF ESTABLISHMENT

CHANNELS.

GRADE, PLACE RIPRAP, AND APPLY PERMANENT TURF ESTABLISHMENT TO OUTLET

DIRECTED BY THE CO:

AFTER COMPLETION OF ROADWAY CONSTRUCTION, DO THE FOLLOWING AS

FINAL CONTROLS/STABILIZATION:C.

BEHIND HEADWALLS AND REMOVE ANY SILT FENCE BLOCKING CULVERT END(S)

ONCE CULVERT HEADWALLS ARE COMPLETED, INSTALL SILT FENCE IMMEDIATELY

THROUGH COMPLETED CULVERTS AS SOON AS IS PRACTICAL.

REMOVE STREAM DIVERSIONS, IF ANY, AND REROUTE OFFSITE DRAINAGE

COMPLETED CULVERTS.

VEGETATION, RIPRAP OR PAVEMENT) BEFORE ROUTING DRAINAGE THROUGH

AND OUTLET CHANNELS ARE AT FINAL GRADE AND ARE STABILIZED (WITH

UPON COMPLETION OF CULVERTS, ENSURE THAT CULVERT ENTRANCES, OUTLETS,

INSTALL INLET PROTECTION PRIOR TO DIVERTING WATER THROUGH INLETS.

MINIMIZE AND CONTROL THE EROSION FROM STORM RUNOFF.

AT THE END OF EACH DAY'S GRADING OPERATIONS, SHAPE EARTHWORK TO

BAGS, SYNTHETIC BALES, ETC.) WHEN HALF FULL OF SEDIMENT.

CLEAN EROSION CONTROL MEASURED (SILT FENCE, ROCK-FILLED

THE ECP.

OBTAIN CO'S APPROVAL BEFORE INSTALLING ANY CONTROLS NOT SPECIFIED IN

STAGE II (INTERMEDIATE CONTROLS/STABILIZATION):B.

ALONG NATURAL STREAMBEDS.

LINE WITH PLASTIC THOSE PORTIONS OF THE DIVERSION CHANNELS THAT RUN

DRAINAGE THROUGH COMPLETED CULVERTS AS SOON AS PRACTICABLE. DO NOT

AND CHANNELS BEFORE BEGINNING ROUGH GRADING AND DIVERT OFFSITE

NOT LEAVE THE PROJECT SITE. WHERE POSSIBLE, INSTALL PERMANENT CULVERTS

CONTROLS (SUCH AS SILT FENCE) TO ENSURE THAT DISTURBED SEDIMENT DOES

PRIOR TO ANY CLEARING, GRUBBING, OR EXCAVATION, CONSTRUCT PERIMETER

DIRECTED BY THE CO.

SPECIFIED SEDIMENT TRACK-OUT CONTROL, AS SHOWN IN THE PLANS OR AS

CONSTRUCTION ENTRANCES EQUIPPED WITH ANTI-TRACKING PADS OR CONTRACTOR

PRIOR TO ANY CONSTRUCTION OR STAGING, CONSTRUCT THE STABILIZED

EROSION CONTROL PLANS AS GRADING COMMENCES.

REMOVE ANY SLOPE DRAINS, BERMS, OR SILT FENCE NOT SHOWN ONb.

WIRE-BACKED SILT FENCE IN ALL SILT FENCE APPLICATIONS.

INSTALL SILT FENCE , INLET PROTECTION AND TURBIDITY BARRIER. PROVIDEa.

STAGE I (ESTABLISH PERIMETER CONTROLS):A.

SEQUENCE OF CONSTRUCTION4.

MISCELLANEOUS WORK.

LIGHTING, SIGNING AND PAVEMENT MARKINGS, LANDSCAPING AND OTHER

THIS WORK CONSIST OF ASPHALT PAVEMENT, DRAINAGE, SIGNAL SYSTEM,

VIRGIN ISLANDS FROM STATION 237+04.51 TO STATION 261+61.54.

RECONSTRUCTING VETERANS DRIVE (ROUTE 30) IN ST. THOMAS U.S.

PROJECT DPC-0034(1), CONTRACT NO. PC087-DPW11 CONSISTS OF

NATURE OF ACTIVITYA.

SITE DESCRIPTION3.

AS DIRECTED BY THE CO.

L. IN GENERAL, PRESERVE EXISTING VEGETATION, TREES, AND SHRUBS WHEN POSSIBLE,

THE CO.

EXISTING STREAM BANK BY CONSTRUCTION EQUIPMENT, EXCEPT AS AUTHORIZED BY

K. DO NOT ALLOW ANY CROSSING OF A FLOWING STREAM OR DISTURBANCE OF THE

DOWN SLOPE SIDE OF PERIMETER CONTROL MEASURES.

J. DO NOT ALLOW ANY CONSTRUCTION EQUIPMENT TO OPERATE ON OR ACCESS THE

PROJECT LIMITS.

I. DO NOT ALLOW CONSTRUCTION VEHICLES TO TRACK SEDIMENT OUTSIDE OF THE

H. DO NOT DRIVE CONSTRUCTION EQUIPMENT ACROSS FLOWING WATERWAYS.

USING EARTH DIVERSION BERMS, DIVERSION CHANNELS, AND CULVERTS.

SEPARATE AND QUICKLY ROUTE CLEAN, OFFSITE RUNOFF THROUGH THE PROJECT BY

G. CONTROL ONLY SEDIMENT-LADEN RUNOFF GENERATED BY THE PROJECT SITE.

STAGES AS CONSTRUCTION PROCEEDS.

GRUBBING OR GRADING ACTIVITY, INSTALL TEMPORARY CONTROLS IN INCREMENTAL

MEASURES WHICH SHALL BE INSTALLED PRIOR TO THE START OF ANY CLEARING,

TEMPORARILY OF PERMANENTLY CEASED. EXCEPT FOR PERIMETER CONTROL

AS IS PRACTICAL, BUT NO MORE THAN 14 DAYS AFTER CONSTRUCTION ACTIVITY HAS

CONTROL ERODED SEDIMENT. THEREFORE, STABILIZE ALL DISTURBED AREAS AS SOON

F. PREVENTING INITIAL SOIL EROSION IS MUCH MORE EFFECTIVE THAN TRYING TO

RESPOND TO STORM EVENTS OR DAMAGE BY CONSTRUCTION OPERATIONS.

FORESTALL OR MITIGATE POTENTIAL OR EXISTING EROSION PROBLEMS OR TO

ECP. THE CO MAY DIRECT THE INSTALLATION OF CERTAIN CONTROLS IN ORDER TO

E. OBTAIN CO'S APPROVAL BEFORE INSTALLING ANY CONTROLS NOT SPECIFIED IN THE

RAINFALL EVENT.

INSPECT ALL SEDIMENT CONTROL MEASURES DAILY AND IMMEDIATELY AFTER ANY

SIZE, OR LOCATION OF ANY CONTROL OR PRACTICE WITHOUT APPROVAL FROM THE CO.

AS DIRECTED BY THE CONTRACTING OFFICER (CO). DO NOT MODIFY THE TYPE,

D. INSTALL ALL EROSION AND SEDIMENT CONTROL MEASURES AS SHOWN IN THE ECP OR

STABILIZATION PRACTICES IN INCREMENTAL STAGES AS CONSTRUCTION PROCEEDS.

EFFECTIVE, AND CONTINUOUS EROSION AND SEDIMENT CONTROL. EMPLOY TEMPORARY

CONTROL MEASURES WITH ROADWAY CONSTRUCTION ACTIVITIES TO ASSURE ECONOMICAL,

C. COORDINATE THE INSTALLATION, USE AND REMOVAL OF EROSION AND SEDIMENT

CONTROLS, AND OTHER MISCELLANEOUS POLLUTION PREVENTION CONTROLS.

B. THE MEASURES CONSIST OF STABILIZATION, STRUCTURAL PRACTICES, STORMWATER

CONTROL EROSION AND MINIMIZE THE SEDIMENTATION.

CONSISTS OF APPLYING MEASURES THROUGHOUT THE LIFE OF THE PROJECT TO

EROSION AND CONTROLLING SEDIMENT. THE WORK OUTLINED IN THIS NARRATIVE

A. THE EROSION CONTROL PLANS (ECP) ARE MEANT AS A GUIDELINE FOR PRESENTING

GENERAL GUIDELINES2.

PEDESTRIAN LIGHTING, UTILITY RELOCATION AND LANDSCAPING WITHIN THE CORRIDOR.

DRAINAGE UPGRADES, SIGNALIZATION, SIDEWALK/PROMENADE CONSTRUCTION, ROADWAY AND

B. IN ADDITION TO ROADWAY RECONSTRUCTION AND WIDENING, THE PROJECT WILL INCLUDE

THOMAS HARBOR. THE APPROXIMATE AREA OF DISTURBANCE IS 19.5 ACRES.

ROUTE AND AS A ROUTE FOR EMERGENCY VEHICLES. THE RECEIVING BODY WATER IS ST.

ST. THOMAS AND AS SUCH, PLAYS AN ESSENTIAL ROLE AS A HURRICANE EVACUATION

OF LONG BAY ROAD. VETERANS DRIVE IS THE MAJOR EAST-WEST ARTERIAL IN

DRIVE (ROUTE 30) TO A FOUR-LANE SECTION FROM WEST OF HOSPITAL GADE TO WEST

A. PROJECT CONSIST OF RESURFACING, RECONSTRUCTION, AND WIDENING OF VETERANS

DESCRIPTION OF PROJECT1.

11.66

5.44

5.24

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 = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:23:36 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPP_PLAYRD01.DGNMiguel

MAY, 2017

N

VETERANS DRIVE

D E

B

E L T J E

N

R

O A

D

K A

N A

L

G

D E

H O

S P I T

D E

EROSION CONTROL PLAN

LEGEND

H-02

E 1178426.0456

N 842131.4835

E 1178608.5209

N 841974.9182

84.55' RT

STA 236+64.34

TURBIDITY BARRIER

BEGIN FLOATING

E 1177995.5567

N 842091.7868

C01 0.000

C02 0.000

C03 0.000

C04 0.000

C05 0.000

C06 0.000

C07 0.000

C08 0.000C09

C10

T01 0.000

T02 0.000

T03 0.000

T04 0.000

T05 0.000

T06 0.000

T07 0.000

T08 0.000T09

T10

SHEET 1 OF 2

0 25 100

SCALE IN FEET

50 75

F R

E D

E R I K

S B

E R

D E

R/W LINE

¡ CONST. VETERANS DR.

STA. 237+04.51

BEGIN PROJECT

HARBOR

ST. THOMAS

FLOATING TURBIDITY BARRIER

R/W LINE

TURBIDITY BARRIER SHALL REMAIN ON PLACE DURING ALL CONSTRUCTION PHASES.

CONSTRUCTION ACTIVITIES.

CONTRACTOR SHALL INSTALL FLOATING TURBIDITY BARRIER PRIOR TO COMMENCING

NOTE:

9.

.3

EC

.W

A

LK

.0

EC

.W

A

LK

.0

EC

.W

A

LK

9.

EC

.W

A

LK

9.

EC

.W

A

LK

9.

EC

.W

A

LK

8.

EC

.W

A

LK

8.

EC

.W

A

LK

8.

EC

.W

A

LK

8.

EC

.W

A

LK

7.

EC

.W

A

LK

8.

EC

.W

A

LK

8.

EC

.W

A

LK

8.

EC

.W

A

LK

8.

EC

.W

A

LK

8.

EC

.W

A

LK

9.

EC

.W

A

LK

9.

EC

.W

A

LK

9.

EC

.W

A

LK

9.

EC

.W

A

LK

9.

EC

.W

A

LK

9.

EC

.W

A

LK

.0

EC

.W

A

LK

.0

EC

.W

A

LK

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 = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:23:38 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPP_PLAYRD02.DGNMiguel

MAY, 2017

FLOATING TURBIDITY BARRIER

LEGEND

373.21 RT

STA 262+45.60

TURBIDITY BARRIER

END FLOATING

H-03 EROSION CONTROL PLAN

E 1179601.2883

N 841276.0330

E 1178789.2795

N 841394.3151

255 260

HARBOR

ST. THOMAS

VETERANS DRIVE

D E

B

L T J

N

O

A D

DeBELTJEN ROAD

EXIST. VETERANS DRIVE

N

0 25 100

SCALE IN FEET

50 75

SHEET 2 0F 2

STA. 264+89.27

END MILLING,& RESURFACING

END PROJECT

G A

D E

F R

E D

E R I K

S B

E

BLU

EBEARD

E N

TRAN

C E

R/W LINE

STA. 261+61.54

END RECONSTRUCTION

¡ CONST. VETERANS DR.

(2) O.H. E lec. Lines

24"

WM

10" WM

4" WM

24" WM

240 241

HARBOR

ST. THOMAS

H O

S P I T

D E

WORK ZONEPHASE 1

LEGEND

SHEET 1 OF 5

10 40

Feet

VETERANS DRIVE

¡ CONST. VETERANS DR.

TEMP. C

ONC. B

ARRIER W

ALL

H-04

C C

R/W LINE

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

EROSION CONTROL PLAN - PHASE I

STA. 237+04.51

BEGIN PROJECT

W -1

"x

W -1P

"x

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 2:23:42 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD104.DGNMiguel

MAY, 2017

M A

T C

H

L I N

E

S

T A

.0

R/W LINE

S-26A S-28 S-31

TS-2

TS-1

5.4

5.2

10" W M

10" W M

244 245

K A

N

D E

HARBOR

ST. THOMAS

D E

B E L T J E

N

R

O A

D

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 2:23:46 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD105.DGNMiguel

MAY, 2017

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

R/W LINE

R/W LINE

SHEET 2 OF 5

H-05

TEMP. CONC. BARRIER WALL

WORK ZONEPHASE 1

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

EROSION CONTROL PLAN - PHASE I

BENEATH GRATE

PLACE FILTER FABRIC

TS-3

TS-5

S-40

S-36

S-34

TS-4

1.

.3

.1

R

C P

R

C P

R

C P

251 252

DE BELTJEN ROAD

HARBOR

ST. THOMAS

VETERANS DRIVE

M A

T C

H

L I N

E

S

T A

.0

R/W LINE

10 40

Feet

¡ CONST. VETERANS DR.

TEMP. CONC. BARRIER WALL

SHEET 3 OF 5

H-06

WORK ZONEPHASE 1

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

EROSION CONTROL PLAN - PHASE I 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 2:23:50 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD106.DGNMiguel

MAY, 2017

M A

T C

H

L I N

E

S

T A

.0

S-42

S-45

S-48

TS-6

TS-7

TS-8

TS-9

43.12

39.06

R

C P

HARBOR

ST. THOMAS

DE BELTJE

N R

OAD

10 40

Feet

R/W LINE

SHEET 4 OF 5

TEMP. CONC. BARRIER WALL

H-07

WORK ZONEPHASE 1

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

VETERANS DRIVE

EROSION CONTROL PLAN - PHASE I 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 2:23:53 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD107.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

S-50

S-52

S-55

TS-10 TS-11¡ CONST. VETERANS DR.

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

24" RCP

R C P

R

C P

R C P

257 258 259

262HARBOR

ST. THOMAS

DE BELTJEN ROAD

EROSION CONTROL PLAN - PHASE I

VETERANS DRIVE

10 40

Feet

R/W LINE

¡ CONST. VETERANS DR.

SHEET 5 OF 5

TEMP. CONC. BARRIER WALL

H-08

STA. 261+61.54

END RECONSTRUCTION

END PROJECT

WORK ZONEPHASE 1

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

EROSION CONTROL PLAN - PHASE I

R/W LINE

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 2:23:57 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD108.DGNMiguel

MAY, 2017

C C

M A

T C

H

L I N

E

S

T A

.0

S-58 S-60

S-62

ES-3

TS-12

TS-13

240 241

HARBOR

ST. THOMAS

H O

S P I T

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 2:24:01 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD204.DGNMiguel

MAY, 2017

C C

C C C C

(2) O.H. E lec. Lines

24"

WM

10" WM

4" WM

24" WM

10 40

Feet

S-28

SHEET 1 OF 5

H-09

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

PHASE 2 WORK ZONE

SILT FENCE

EROSION CONTROL PLAN - PHASE II

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

VETERANS DRIVE

S-26A

S-26

S-30

S-29

S-33

S-31

STA. 237+04.51

BEGIN PROJECT

¡ CONST. VETERANS DR.

R/W LINE

BARRIER WALL

TEMP. CONC.

R/W LINE

TEMP. CONC. BARRIER WALL

5.4

5.2

10" W M

10" W M

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

R/W LINE

TEMP. CONC. BARRIER WALL

R/W LINE

R/W LINE

SHEET 2 OF 5

H-10

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

PHASE 2 WORK ZONE

SILT FENCE

EROSION 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 2:24:05 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD205.DGNMiguel

MAY, 2017

C C

C C

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

S-34

S-35

S-36

S-38

S-39

S-40

TEMP. CONC. BARRIER W

ALL

BENEATH GRATE

PLACE FILTER FABRIC

R/W LINE

.3

.1

R

C P

R

C P

R

C P

251 252

DE BELTJEN ROAD

HARBOR

ST. THOMAS

M A

T C

H

L I N

E

S

T A

.0

R/W LINE

10 40

Feet

SHEET 3 OF 5

H-11

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

PHASE 2 WORK ZONE

TEMP. CONC. BARRIER WALL

VETERANS DRIVE

¡ CONST. VETERANS DR.

SILT FENCE

EROSION 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 2:24:09 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD206.DGNMiguel

MAY, 2017

C

T

M A

T C

H

L I N

E

S

T A

.0

S-43

S-44

S-41

S-42

S-45

S-48

S-47

43.12

R

C P

HARBOR

ST. THOMAS

DE BELTJE

N R

OAD

10 40

Feet

R/W LINE

¡ CONST. VETERANS DR.

TEMP. CONC. BARRIER WALL

SHEET 4 OF 5

H-12

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

PHASE 2 WORK ZONE

SILT FENCE

EROSION 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 2:24:12 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD207.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

S-52

S-51

S-54

S-53

S-55

S-50

S-49

Inlet

Sidewalk

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

.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

VETERANS DRIVE

10 40

Feet

EROSION CONTROL PLAN - PHASE II

TEMP. CONC. BARRIER WALL

¡ CONST. VETERANS DR.

SHEET 5 OF 5

H-13

C C

R/W LINE

R/W LINE

STA. 261+61.54

END RECONSTRUCTION

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

PHASE 2 WORK ZONE

C R A S H C

U S H

IO

N

SILT FENCE

EROSION 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 2:24:17 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD208.DGNMiguel

MAY, 2017

C C

M A

T C

H

L I N

E

S

T A

.0

S-58

S-57 S-59

S-60

S-61

ES-1A

ES-1

S-62

ES-2

ES-3

(2) O.H. E lec. Lines

24"

WM

10" WM

4" WM

24" WM

C C

C C C C

240 241

HARBOR

ST. THOMAS

H O

S P I T

D E

10 40

Feet

VETERANS DRIVE

¡ CONST. VETERANS DR.

TEMP. CONC. BARRIER WALL

H-14

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

PHASE 3 WORK ZONE

SHEET 1 OF 5

EROSION CONTROL PLAN - PHASE III

STA. 237+04.51

BEGIN PROJECT

TEMP. CONC. BARRIER WALL

R/W LINE

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 2:24:20 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD304.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

S-26A

S-26

S-28 S-31

S-33

S-30

5.4

5.2

10" W M

10" W M

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

R/W LINE

R/W LINE

SHEET 2 OF 5

H-15

TEMP. CONC. BARRIER WALL

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

PHASE 3 WORK ZONE

EROSION 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 2:24:25 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD305.DGNMiguel

MAY, 2017

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

S-34

S-35

S-36

S-38

S-40

S-39

.3

.1

R

C P

R

C P

R

C P

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

TEMP. CONC. BARRIER WALL

SHEET 3 OF 5

H-16

¡ CONST. VETERANS DR.

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

PHASE 3 WORK ZONE

EROSION 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 2:24:28 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD306.DGNMiguel

MAY, 2017

C

T

M A

T C

H

L I N

E

S

T A

.0

S-41

S-42

S-45

S-44

S-43

S-48

S-47

HARBOR

ST. THOMAS

DE BELTJE

N R

OAD

10 40

Feet

¡ CONST. VETERANS DR.

R/W LINE

SHEET 4 OF 5

H-17

TEMP. CONC. BARRIER WALL

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

TEMPORARY DROP INLET

PHASE 3 WORK ZONE

EROSION 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 2:24:33 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD307.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

S-50

S-49

S-51

S-52

S-55

S-54

S-53

50.32

3.66 4.68

5.16

3.81

Inlet

Sidewalk

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

CL.RD

CL.RD

.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

R

C P

R C P

R

C P

257 258 259

262HARBOR

ST. THOMAS

DE BELTJEN ROAD

10 40

Feet

¡ CONST. VETERANS DR.

R/W LINE

SHEET 5 OF 5

H-18

R/W LINE

LEGEND

INLET PROTECTION TYPE "E"

INLET PROTECTION TYPE "C"

PHASE 3 WORK ZONE

STA. 261+61.54

END RECONSTRUCTION

END PROJECT

TEMP. CONC. BARRIER WALL

VETERANS DRIVE

EROSION 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 2:24:37 PM T:\Projects\173908_VeteransDr\roadway\phase_1\SWPP_Erosion_Control\SWPPRD308.DGNMiguel

MAY, 2017

C C

M A

T C

H

L I N

E

S

T A

.0

S-58

S-62

S-61

ES-1

ES-2

ES-3

S-60

C R A S H C

U S H

IO

N

ES-1A

S-57 S-59