Plans_Section_W.pdf

BRINCKERHOFF

PARSONS

SRL

NO.

SHEET

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:17:02 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\Wall_Index_Of_Sheets.DGNLawsonS

VETERANS DRIVE

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DESIGNED

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

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

7650 Corporate Center Dr., Suite 300

MAY, 2017

INDEX OF STRUCTURES PLANS

W-1

INDEX OF SHEETS

SHEET NO. SHEET DESCRIPTION

W-17

W-16

W-15

W-14

W-13

W-12

W-11

W-10

W-9

W-8

W-7

W-6

W-5

W-4

W-3

W-2

W-1

WALL PIPE PENETRATION DETAILS

WALL COPING DETAILS (2 OF 2)

WALL COPING DETAILS (1 OF 2)

STAIR TYPICAL SECTION

WALL TYPICAL SECTION

CONSTRUCTION SEQUENCE

WALL GEOMETRY

WALL PROFILE (4 OF 4)

WALL PROFILE (3 OF 4)

WALL PROFILE (2 OF 4)

WALL PROFILE (1 OF 4)

WALL PLAN (4 OF 4)

WALL PLAN (3 OF 4)

WALL PLAN (2 OF 4)

WALL PLAN (1 OF 4)

GENERAL NOTES

INDEX OF SHEETS

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:22:07 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallGeneralNotes01.DGNLawsonS

VETERANS DRIVE

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DESIGNED

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

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

7650 Corporate Center Dr., Suite 300

MAY, 2017

W-2

GENERAL NOTES

Location

CrestWave

PressureDynamic

TroughWave

PressureDynamic Scour

Wall ofTop Mudline

Wave ofTop Mudline nElevatio

Mudline

Depth

Scour nElevatio

Scour

(lb/Ft )

(lb/Ft (Ft) )

(lb/Ft

MLLW)

(Ft, (Ft)

MLLW)

(Ft, 239+90Sta. 703 682 -1.4 102 -3.0 5.5 -8.5

240+20Sta. 703 682 -1.6 119 -3.5 5.6 -9.1

240+70Sta. 703 682 -1.4 102 -3.0 5.5 -8.5

243+30Sta. 703 682 -1.4 102 -3.0 3.8 -6.8

244+40Sta. 703 682 -1.9 136 -4.0 3.9 -7.9

246+00Sta. 852 822 -2.3 170 -5.0 4.7 -9.7

246+50Sta. 852 822 -2.8 204 -6.0 4.5 -10.5

247+00Sta. 738 717 -1.9 136 -4.0 6.4 -10.4

249+00Sta. 852 822 -2.1 153 -4.5 6.4 -10.9

251+00Sta. 852 822 -2.1 153 -4.5 7.9 -12.4

252+00Sta. 831 803 -1.9 136 -4.0 5.7 -9.7

252+80Sta. 831 803 -2.3 170 -5.0 7.6 -12.6

254+50Sta. 831 803 -2.3 170 -5.0 5.7 -10.7

255+80Sta. 1055 1008 -4.2 306 -9.0 3.0 -12.0

257+10Sta. 1001 959 -3.7 272 -8.0 6.0 -14.0

258+10Sta. 1001 959 -3.7 272 -8.0 6.0 -14.0

258+80Sta. 1001 959 -3.7 272 -8.0 7.5 -15.5

WATER LEVEL ON THE RETAINED SIDE OF WALL IS EQUAL TO THE WALL HEIGHT.

ABOVE FOR THE STATIC PRESSURE ON FRONT SIDE OF WALL. ASSUME THE

ASSUME THE DYNAMIC WAVE TROUGH ELEVATION AND PRESSURE SHOWN

WAVE TROUGHB.

RETAINED SIDE OF WALL SHALL BE ASSUMED TO BE EQUAL.

IS EQUAL TO THE WALL HEIGHT. STATIC PRESSURE ON FRONT AND

ASSUME THE WATER LEVEL ON THE FRONT AND RETAINED SIDE OF WALL

WAVE CRESTA.

EXTREME HYDRULIC EVENTS:

64 pcfSTATIC PRESSURE

HYDRAULIC LOADS:6.

SEISMIC PERFORMANCE ZONE 4

= 0.73 D1

S= 0.24

S

= 0.91

DS

S= 0.80 S

S

= 0.37 S

A= 0.37PGA

SITE EFFECTSDESIGN ACCELERATION

SEISMIC LOADING:5.

LIVE LOAD SURCHARGE: 250 psf

SUPPORTING CONSTRUCTION LOADS THAT EXCEED AASHTO HL-93.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR

b. TROLLEY (ASSUMED) 4 AXLE: 9400 lb/AXLE

a. HL-93 LIVE LOADING

LIVE LOADS:4.

REINFORCED CONCRETE (COPING): 150 pcf

UNREINFORCED CONCRETE (QUAY WALL BLOCKS): 140 pcf

DEAD LOADS:3.

(AASHTO) LRFD BRIDGE DESIGN SPECIFICATIONS (6TH EDITION)

AMERICAN ASSOCIATION OF STATE HIGHWAY AND TRANSPORTATION

DESIGN SPECIFICATIONS:2.

PROJECTS (FP-03)

FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION STANDARD SPECIFICATIONS

GENERAL SPECIFICATIONS:1.

WILL REQUIRE DIVERS.

LIMITED TO: EXCAVATION, BASE LEVELING PAD, AND BLOCK PLACEMENT,

IT IS ANTICIPATED WALL CONSTRUCTION WORK, INCLUDING BUT NOT

UNDERWATER CONSTRUCTION:4.

MAY BE ENCOUNTERED DURING EXCAVATION AND WALL INSTALLATION.

FOR GEOTECHNICAL INFORMATION. DENSE TO VERY DENSE LAYERS

SEE REPORT OF CORE BORING SHEETS AND GEOTECHNICAL REPORT

GEOTECHNICAL:3.

DISPOSED OF IN ACCORDANCE WITH SPECIFICATIONS SECTION 203.05.

RIP RAP THAT DOES NOT MEET WITH THE CO'S APPROVAL SHALL BE

THE CONTRACT DRAWINGS AT NO ADDITIONAL COST TO THE GOVERNMENT.

EXISTING WALL MAY BE REUSED IN FRONT OF THE WALL AS SHOWN IN

UPON APPROVAL OF THE CO RIP RAP AND BOULDERS REMOVED ALONG THE

EXISTING RIP RAP REMOVAL:2.

EMAIL: MICHAEL.B.LIEBERUM@USCG.MIL

PHONE NO. 305-415-6744, FAX NO. 305-415-6763

MIAMI, FL 33131-3028

909 SE FIRST AVENUE

SEVENTH COAST GUARD DISTRICT

CHIEF, BRIDGE OPERATIONS SECTIONS

COMMANDER (DPB)

THE CONTACT FOR THE UNITED STATES COAST GUARD IS:1.

MISCELLANEOUS NOTES:

EL. 0.00MLLW

EL. 0.06MLW

EL. 0.77MHW

EL. 0.82MHHW

AND TIDAL EPOCH.

ALL ELEVATIONS REFER TO MLLW WITH REFERENCE TO TIDE STATION

VERTICAL DATUM:13.

SECTION 552.14.C.3

COPING: TROWELED AND BRUSHED FINISH PER SPECIFICATION

SIMILARLY MATCH:

FINISH PRIOR TO CONSTRUCTION OF BLOCKS. SURFACE TO

QUAY WALL: CONTRACTOR TO SUBMIT SAMPLE OF PROPOSED SURFACE

THE WALL SHOP DRAWINGS.

OF STANDARD COLORS FOR SELECTION BY THE OWNER AS PART OF

THE CONTRACTOR SHALL PROVIDE A SAMPLEINTEGRAL PIGMENT.

COLOR: CONCRETE (WALL AND COPING) SHALL BE COLORED UTILIZING AN

CONCRETE SURFACE FINISH:12.

INFORMATION, REFER TO THE UTILITY AND LIGHTING PLANS.

LOCATION. NOT ALL UTILITIES ARE SHOWN. FOR ADDITIONAL

THE UTILITIES SHOWN IN THESE WALL PLANS ARE APPROXIMATE IN

UTILITIES:11.

THOSE SHOWN SHALL REQUIRE APPROVAL OF THE CO.

ON THE PLANS. ADDITIONAL CONSTRUCTION JOINTS OR ALTERNATIONS TO

CONSTRUCTION JOINTS WILL BE PERMITTED ONLY AT LOCATIONS INDICATED

JOINTS IN CONCRETE:10.

STEEL: EXTREMELY AGGRESSIVE

CONCRETE: EXTREMELY AGGRESSIVE

ENVIRONMENTAL CLASSIFICATION:9.

CONCRETE COVER SHALL BE 3 IN. CLEAR FOR ALL FACES U.O.N.

ALL REINFORCING STEEL SHALL BE STAINLESS STEEL ASTM A955, GRADE 60.

REINFORCING STEEL:8.

COPINGf'c = 5.5A(E)

QUAY WALL BLOCKSf'c = 4.0A(E)

STRUCTURESTRENGTH (ksi)

CONCRETE INCOMPRESSIVECLASS

LOCATION OFMIN. 28-DAYCONCRETE

ALL CONCRETE SHALL BE IN ACCORDANCE WITH SPECIFICATION 552.

CONCRETE:7.

241 242

241 242

P O

T

S

T A

.3

P C

S

T A

.1

P T

S

T A

.2

P C

S

T A

.5

DESIGNED

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:26:36 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallControl01.DGNLawsonS

VETERANS DRIVE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DPC-34(1)

MAY, 2017

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

7650 Corporate Center Dr., Suite 300

10 50

Feet

C01 0.000

C02 0.000

C03 0.000

C04 0.000

T01 0.000

T02 0.000

T03 0.000

T04 0.000

71.82' RT.

STA. 239+85.07

BEND POINT

71.53' RT.

STA. 239+95.07

BEND POINT

VETERANS DR.

¡ CONST.

56.01' RT.

STA. 240+67.32

BEND POINT

N

PBW9

PBW10

PBW11

PBW12

10'-0"

10'-0"

18" PIPE

30" PIPE

18" PIPE

18" PIPE

18" PIPE

424.97'

12.11'

15.66'

PBL5

PBL6

PBL7

42.43'

68.08' RT.

STA. 240+68.28

BEND POINT

68.81' RT.

STA. 240+57.78

BEND POINT

.4

.76'

.7 0'

65.49'

113.41' RT.

STA. 237+21.45

BEND POINT

63.83' RT.

STA. 236+73.31

BEGIN HARBOR WALL

75.18' RT.

PT STA. 238+13.94

56.17' RT.

STA. 239+84.62

BEND POINT

.5 'R

.0

R

PIPE

24"

EXTENSION

CULVERT

BOX

PIPE

18"

PIPE

18"

PIPE

18"

100.47' RT.

STA. 240+27.65

BEND POINT

PBW42 PBW43

SHEET W-16

CLOSURE DETAIL,

SEE C-I-P

M A

T C

H

L I N

E

S

T A

.0

PLAN

DIRECTION OF STATIONING

ST. THOMAS HARBOR

K A

N A

L

G

D E

H O

S P I T

L

D E

(1 OF 4)

WALL PLAN

W-3

= BOLLARD WITHOUT LIGHT

= BOLLARD WITH LIGHT

= APPROXIMATE BORING LOCATION

LEGEND:

STATIONS AND OFFSETS ARE TO FRONT FACE OF COPING.5.

WALL DETAILS.

SEE HARDSCAPE PLANS, SHEETS U-1 TO U-15 FOR ADDITIOINAL4.

SEE LIGHTING PLANS FOR LIGHTING LOCATIONS AND DETAILS.3.

SEE UTILITY RELOCATION PLANS FOR UTILITY INFORMATION. 2.

SEE ROADWAY PLANS FOR VERTICAL AND HORIZONTAL CURVE DATA.1.

NOTES:

PCC

STA.

5+

.75

PT STA. 248+74.95

24924

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:30:55 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallControl02.DGNLawsonS

VETERANS DRIVE

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DESIGNED

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

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

7650 Corporate Center Dr., Suite 300

MAY, 2017

10 50

Feet

C

.0

C

.0

C

.0

C

.0

C

C

T

.0

T

.0

T

.0

T

.0

T

T

65.62' RT.

STA. 245+93.21

BEND POINT

99.04' RT.

STA. 245+86.02

BEND POINT

139.38' RT.

STA. 246+59.34

BEND POINT

98.04' RT.

STA. 247+31.37

BEND POINT

64.62' RT.

STA. 247+23.45

BEND POINT

VETERANS DR.

¡ CONST.

56.00' RT.

STA. 245+32.49

BEND POINT

83.21'

N

PBW13

PBW14

PBW15

PBW16

PBW17

18" PIPE

18" PIPE

18" PIPE

18" PIPE

18" PIPE

24" PIPE

18" PIPE

18" PIPE

18" PIPE

18" PIPE

18" PIPE

4.9

7'

52.09'

.66

.9

18.20' 18.20'

.0

46.69'

179.59'

PBL10

PBL8

PBL9

18" PIPE

101.69' RT.

STA. 246+10.27

BEND POINT

.6

.6

101.02' RT.

STA. 247+07.25

BEND POINT

56.00' RT.

PCC STA. 245+10.71

56.00' RT.

STA. 247+77.78

BEND POINT

56.00' RT.

PT STA. 248+74.943

.0

R

.0

R

.0

R

12.50'12.50'

PBW44

PBW45

PBW46M

A

T C

H

L

IN

E

S

T A

.0

M A

T C

H

L

IN

E

S T

A .0

PLAN

DIRECTION OF STATIONING

ST. THOMAS HARBOR

DE BELTJEN ROAD

B B

(2 OF 4)

W-4

FOR STAIR/WALL DETAIL SECTION B-B, SEE SHEET W-16.3.

FOR STAIR TYPICAL SECTION A-A, SEE SHEET W-14.2.

FOR ADDITIONAL NOTES, SEE SHEET W-31.

NOTES:

1.

.3

.1

.0

PC STA. 250+54.54

DESIGNED

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:32:04 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallControl03.DGNLawsonS

VETERANS DRIVE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DPC-34(1)

MAY, 2017

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

7650 Corporate Center Dr., Suite 300

10 50

Feet

91.25' RT.

STA. 252+03.20

BEND POINT

56.00' RT.

STA. 251+52.89

BEND POINT

84.40' RT.

STA. 252+43.45

BEND POINT

95.36' RT.

STA. 252+44.19

BEND POINT

94.65' RT.

STA. 252+52.17

BEND POINT

123.75' RT.

STA. 252+76.16

BEND POINT

95.52' RT.

STA. 253+08.21

BEND POINT

91.60' RT.

STA. 253+49.19

BEND POINT

56.00' RT.

STA. 254+00.57

BEND POINT

VETERANS DR.

¡ CONST.

.5

50.00' 50.00'

.8

.4

56.00' RT.

STA. 250+54.53

84.56' RT.

STA. 253+08.98

BEND POINT

N

PBW17

PBW18

PBW19

PBW20

11.00'

18" PIPE

18" PIPE

18" PIPE

18" PIPE

18" PIPE

18" PIPE

3.

11.00'

112.85'

179.59'

PBL11

PBL12

.4

94.76' RT.

STA. 253+00.23

BEND POINT

R

R

PBW47

PBW48 PBW49

PBW50

M A

T C

H

L

IN

E

S T

A .0

M A T C

H

LIN

E

S T

A .0

PLAN

DIRECTION OF STATIONING

ST. THOMAS HARBOR

DE BELTJEN ROAD

(3 OF 4)

W-5

FOR ADDITIONAL NOTES, SEE SHEET W-3.1.

NOTE:

5.32

2.77

5.52

5.39

3.66

PT STA. 25

7+00

.08

PC STA. 25

9+47

.51

PT STA. 261+50.29

POT S

TA. 261+79.04

P T

S

T A .2

P O T

S

T A .0

DESIGNED

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:32:30 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallControl04.DGNLawsonS

VETERANS DRIVE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DPC-34(1)

MAY, 2017

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

7650 Corporate Center Dr., Suite 300

10 50

Feet

VETERANS DR.

¡ CONST.

N

56.00' RT.

STA. 257+00.07

56.00' RT.

STA. 258+99.66

48.96' RT.

STA. 259+25.65

PBW20

PBW21 PBW22

18" PIPE

18" PIPE

18" PIPE

18" PIPE

18" PIPE24" PIPE

18" PIPE

18" PIPE

24" PIPE

24" PIPE

24" PIPE

30" PIPE

27.25'

343.64'

PBL13

PBL14

PBL15

.0

R

199.5 8'

43.83' RT.

STA. 259+34.42

¡ CONST. VETERANS DR.

END HARBOR WALL5

.5

R

.1

PBW51

M A

T C

H

L I N

E

S

T A

.0

PLAN

DIRECTION OF STATIONING

ST. THOMAS HARBOR

DE BELTJEN ROAD

(4 OF 4)

W-6

FOR ADDITIONAL NOTES, SEE SHEET W-3.1.

NOTE:

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:33:44 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallProfile01.DGNLawsonS

VETERANS DRIVE

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DESIGNED

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

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

7650 Corporate Center Dr., Suite 300

MAY, 2017

-10

-5

-15

-20

-25

-35

-30

-45

-40

-50

-10

-5

-15

-20

-25

-35

-30

-45

-40

-50

(1 OF 4)

WALL PROFILE

.1

R

T

S T

A

.6

.8

R

T

S T

A

.0

.5

R

T

S T

A

.0

.8

R

T

S T

A

.7

.0

R

T

S T

A

.2

.0

R

T

S T

A

.3

.1

R

T

P T

S

T A

.9

.4

R

T

S T

A

.4

.8

R

T

S T

A

.3

B E

G I

H

R B

O R

W

L L

.4

R

T

S T

A

.6

114.36'58.00'96.00'416.00'100.00'44.00'119.56'42.00'74.00'138.00'310.00'90.00'102.00'96.00' 152.00'264.00'164.02'98.18'

FL EL. -0.43

STA. 240+16.86

30" PIPE

TOP OF COPING TOP OF COPING

P B

W

P B

W

P B

W

P B

W

U.N.O. (TYP.)

WALL BEND POINT

GROUND LINE ALONG WALL

APPROXIMATE EXISTING

343.64'70.85'50.00'

11.00'10.00'

42.43'42.43'

10.00'11.00'

50.00'69.56'112.85'179.59'83.21'46.69'34.00'18.20'50.63'50.63'18.20'33.90'52.09'18.66'424.97'

12.11'10.00'

42.43'42.43'

10.00'15.66'

171.76'86.70'65.49'

P B

W

P B

L

APPROXIMATE TOP OF ROCK

SCOUR ELEVATION

EL. -7.00' EL. -8.00'

EL. -9.00'

EL. -8.00'

EL. -7.00'

2528.12'

APPROXIMATE AREA OF SOILS REQUIRING REMOVAL

P B

W

FL EL. -1.60

STA. 237+57.52

24" PIPE FL EL. -1.61

STA. 241+20.00

18" PIPE

FL EL. -1.16

STA. 240+40.36

24" PIPE

FL EL. -0.64

STA. 242+86.41

BOX CULVERT CD-1

TOE OF PROPOSED WALL

FL EL. -0.34

STA. 236+79.95

18" PIPE

FL EL. -0.34

STA. 236+98.72

18" PIPE

HARBOR WALL - PARTIAL PROFILE

DIRECTION OF STATIONING

M A

T C

H

L I N

E

S

T A

.0

W-7

MLLW 0.00

MHHW 0.82

237+00 237+50 238+00 239+00238+50 239+50 240+00 240+50 241+00 241+50 242+00 242+50 243+00

50.00'

2528.00'

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:34:08 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallProfile02.DGNLawsonS

VETERANS DRIVE

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DESIGNED

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

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

7650 Corporate Center Dr., Suite 300

MAY, 2017

-10

-5

-15

-20

-25

-35

-30

-45

-40

-50

-10

-5

-15

-20

-25

-35

-30

-45

(2 OF 4)

.0

R

T

S T

A

.4

.6

R

T

S T

A

.2

.0

R

T

S T

A

.0

.0

R

T

S T

A

.3

.6

R

T

S T

A

.4

.0

R

T

S T

A

.7

.6

R

T

S T

A

.2

.3

R

T

S T

A

.3

.0

R

T

S T

A

.2

.0

R

T

P C

C

S

T A

.7

.0

R

T

P T

S

T A

.9

114.36'58.00'96.00'416.00'100.00'44.00'119.56'42.00'74.00'138.00'310.00'90.00'102.00'96.00' 152.00'264.00'164.02'98.18'

FL EL. -1.05

STA. 249+70.00

18" PIPE

TOP OF COPING

P B

W

P B

W

P B

W

P B

W

P B

W

P B

L

U.N.O. (TYP.)

WALL BEND POINT

STEPS

TOP OF COPING

343.64'70.85'50.00'

11.00'10.00'

42.43'42.43'

10.00'11.00'

50.00'69.56'112.85'179.59'83.21'46.69'34.00'18.20'50.63'50.63'18.20'33.90'52.09'18.66'424.97'

12.11'10.00'

42.43'42.43'

10.00'15.66'

171.76'86.70'65.49'

APPROXIMATE TOP OF ROCK

SCOUR ELEVATIONEL. -11.00'

GROUND LINE ALONG WALL

APPROXIMATE EXISTING

EL. -8.00'

EL. -9.00'

EL. -10.00'

2528.12'

APPROXIMATE AREA OF SOILS REQUIRING REMOVAL

P B

W

P B

W

FL EL. -0.68

STA. 243+94.29

18" PIPE

FL EL. -1.45

STA. 245+50.88

24" PIPE

TOE OF PROPOSED WALL

HARBOR WALL - PARTIAL PROFILE

DIRECTION OF STATIONING

M A

T C

H

L I N

E

S

T A

.0

W-8

M A

T C

H

L I N

E

S

T A

.0

MLLW 0.00

MHHW 0.82

243+50 244+00 244+50 245+00 245+50 246+00 246+50 247+00 247+50 248+00 248+50 249+00 249+50

424.97'

50.00' 138.00'

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:34:30 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallProfile03.DGNLawsonS

VETERANS DRIVE

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DESIGNED

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

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

7650 Corporate Center Dr., Suite 300

MAY, 2017

-10

-5

-15

-20

-25

-35

-30

-45

-40

-50

-10

-5

-15

-20

-25

-35

-30

-45

(3 OF 4)

.0

R

T

S T

A

.8

.2

R

T

S T

A

.2

.4

R

T

S T

A

.4

.3

R

T

S T

A

.1

.6

R

T

S T

A

.1

.7

R

T

S T

A

.2

.5

R

T

S T

A

.2

.5

R

T

S T

A

.9

.6

R

T

S T

A

.1

.0

R

T

S T

A

.5

.7

R

T

S T

A

.1

.0

R

T

P C

S

T A

.5

114.36'58.00'96.00'416.00'100.00'44.00'119.56'42.00'74.00'138.00'310.00'90.00'102.00'96.00' 152.00'264.00'164.02'98.18'

TOP OF COPING

P B

W

P B

W

P B

L

P B

W

U.N.O. (TYP.)

WALL BEND POINT

343.64'70.85'50.00'

11.00'10.00'

42.43'42.43'

10.00'11.00'

50.00'69.56'112.85'179.59'83.21'46.69'34.00'18.20'50.63'50.63'18.20'33.90'52.09'18.66'424.97'

12.11'10.00'

42.43'42.43'

10.00'15.66'

171.76'86.70'65.49'

EL. -13.00'

EL. -12.00'

EL. -11.00'

GROUND LINE ALONG WALL

APPROXIMATE EXISTING

EL. -12.00'

EL. -13.00'

EL. -12.00'

APPROXIMATE TOP OF ROCK

TOE OF PROPOSED WALL

2528.12'

APPROXIMATE AREA OF SOILS REQUIRING REMOVAL

P B

W

P B

W

P B

W

SCOUR ELEVATION

HARBOR WALL - PARTIAL PROFILE

DIRECTION OF STATIONING

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

W-9

2528.10'

MLLW 0.00

MHHW 0.82

250+00 250+50 251+00 251+50 252+00 252+50 253+00 253+50 254+00 254+50

179.59' 343.64'

416.00'138.00'

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:34:50 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallProfile04.DGNLawsonS

VETERANS DRIVE

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DESIGNED

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

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

7650 Corporate Center Dr., Suite 300

MAY, 2017

-10

-5

-15

-20

-25

-35

-30

-45

-40

-50

-10

-5

-15

-20

-25

-35

-30

-45

(4 OF 4)

.0

R

T

P T

S

T A

.0

.0

R

T

P C

S

T A

.6

.9

R

T

P T

S

T A

.6

.8

R

T

S T

A

.4

E

R B

O R

L L

114.36'58.00'96.00'416.00'100.00'44.00'119.56'42.00'74.00'138.00'310.00'90.00'102.00'96.00' 152.00'264.00'164.02'98.18'

FL EL. 0.65

STA. 256+19.00

18" PIPE

TOP OF COPING

P B

L

P B

W

P B

L

P B

W

P B

W

GROUND LINE ALONG WALL

APPROXIMATE EXISTING

343.64'70.85'50.00'

11.00'10.00'

42.43'42.43'

10.00'11.00'

50.00'69.56'112.85'179.59'83.21'46.69'34.00'18.20'50.63'50.63'18.20'33.90'52.09'18.66'424.97'

12.11'10.00'

42.43'42.43'

10.00'15.66'

171.76'86.70'65.49'

APPROXIMATE TOP OF ROCK

EL. -15.00'

EL. -14.00'

EL. -13.00'

EL. -12.00'

10.15'

27.25'199.58'

2528.12'

APPROXIMATE AREA OF SOILS REQUIRING REMOVAL

P B

W

P B

W

TOE OF PROPOSED WALL SCOUR ELEVATION

HARBOR WALL - PARTIAL PROFILE

DIRECTION OF STATIONING

M A

T C

H

L I N

E

S

T A

.0

W-10

2528.10'

MLLW 0.00

255+00 255+50 256+00 256+50 257+00 257+50 258+00 258+50 259+00

MHHW 0.82

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:35:52 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallGeometry.DGNLawsonS

VETERANS DRIVE

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DESIGNED

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

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

7650 Corporate Center Dr., Suite 300

MAY, 2017

W-11

WALL GEOMETRY

GEOMETRY WALLHARBOR

LOCATION STATION OFFSET

NELEVATIO

PGL

NELEVATIO

GROUND

EXISTING

NELEVATIO

COPING

WALL

WALLBEGIN 236+73.31 63.83 3.80 3.51 2.40

LINEBEND 237+21.45 113.41 4.25 -3.13 4.22

237+25.50 110.65 4.27 -3.14 4.24

237+41.71 100.77 4.34 -3.03 4.30

237+58.70 92.28 4.42 -2.89 4.37

237+76.32 85.21 4.49 -2.71 4.40

237+94.42 79.62 4.57 -2.70 4.71

238+10.61 75.73 4.64 -2.81 4.91

PT 238+13.94 75.18 4.65 -2.88 4.92

238+33.71 72.98 4.72 -2.92 5.00

238+57.42 70.34 4.79 -2.84 5.08

238+81.12 67.70 4.87 -2.78 5.16

239+04.84 65.05 4.94 -2.76 5.19

239+28.59 62.41 4.99 -2.79 5.11

239+52.39 59.76 4.91 -2.79 4.74

239+76.24 57.10 4.84 -2.76 4.75

OVERLOOKBEGIN 239+84.62 56.17 4.81 -2.39 4.76

LINEBEND 239+85.08 71.82 4.80 -3.00 4.61

LINEBEND 239+95.07 71.53 4.77 -2.95 4.61

OVERLOOKCL 240+27.65 100.47 4.68 -3.60 4.24

LINEBEND 240+57.78 68.81 4.59 -3.23 4.41

LINEBEND 240+68.29 68.08 4.56 -3.22 4.41

OVERLOOKEND 240+67.33 56.01 4.56 -3.00 4.50

240+75.00 56.00 4.54 -3.00 4.49

241+00.00 56.00 4.46 -2.96 4.41

241+25.00 56.00 4.42 -2.95 4.37

241+50.00 56.00 4.49 -2.98 4.44

241+75.00 56.00 4.57 -3.02 4.52

242+00.00 56.00 4.64 -3.00 4.59

242+25.00 56.00 4.72 -3.05 4.67

242+50.00 56.00 4.79 -2.92 4.74

242+75.00 56.00 4.87 -2.92 4.82

243+00.00 56.00 4.94 -2.88 4.89

243+25.00 56.00 5.02 -3.00 4.97

243+50.00 56.00 5.09 -3.22 5.04

243+75.00 56.00 5.17 -3.59 5.12

244+00.00 56.00 5.24 -3.82 5.19

244+25.00 56.00 5.32 -3.88 5.27

244+50.00 56.00 5.39 -3.90 5.34

244+75.00 56.00 5.47 -4.03 5.42

245+00.00 56.00 5.54 -4.13 5.49

PT 245+10.71 56.00 5.57 -4.00 5.52

245+25.00 56.00 5.62 -4.11 5.57

LINEBEND 245+32.49 56.00 5.64 -3.85 5.59

245+50.00 59.66 5.69 -4.03 5.57

245+75.00 63.62 5.77 -4.32 5.80

STEPSWITH

OVERLOOKBEGIN

245+93.21 65.62 5.82 -4.69

5.58

3.13

COPINGEND 246+09.95 67.43 5.87 -4.81 5.59

LINEBEND 245+86.02 99.04 5.80 -5.34 3.13

LINEBEND 246+10.27 101.69 5.87 -5.45 3.13

OVERLOOKCL 246+59.34 139.38 6.02 -6.06 3.13

LINEBEND 247+07.25 101.02 6.16 -5.56 3.13

LINEBEND 247+31.37 98.04 6.17 -5.47 3.13

COPINGBEGIN 247+06.58 65.28 6.16 -4.30 5.95

STEPSWITH

OVERLOOKEND

247+23.45 64.62 6.19 -4.38

3.13

5.97

TOP ELEVATION

* MATCH EXISTING SEAWALL

(CONTINUED) GEOMETRY WALLHARBOR

LOCATION STATION OFFSET

NELEVATIO

PGL

NELEVATIO

GROUND

EXISTING

NELEVATIO

COPING

WALL

247+50.00 61.26 6.11 -4.59 5.96

247+75.00 56.61 6.04 -4.51 5.98

LINEBEND 247+77.78 56.00 6.03 -4.50 5.98

248+00.00 56.00 5.96 -4.73 5.91

248+25.00 56.00 5.89 -4.47 5.84

248+50.00 56.00 5.81 -4.49 5.76

PC 248+74.94 56.00 5.74 -4.51 5.69

248+75.00 56.00 5.74 -4.51 5.69

249+00.00 56.00 5.66 -4.64 5.61

249+25.00 56.00 5.59 -4.53 5.54

249+50.00 56.00 5.51 -4.51 5.46

249+75.00 56.00 5.47 -4.54 5.42

250+00.00 56.00 5.56 -4.78 5.51

250+25.00 56.00 5.64 -4.69 5.59

250+50.00 56.00 5.73 -4.66 5.68

PT 250+54.53 56.00 5.75 -4.63 5.70

250+75.00 56.00 5.82 -4.56 5.77

251+00.00 56.00 5.91 -4.00 5.86

251+25.00 56.00 5.99 -4.34 5.94

251+50.00 56.00 6.08 -4.23 6.03

OVERLOOKBEGIN 251+52.89 56.00 6.09 -4.16 6.05

LINEBEND 252+03.20 91.25 6.27 -4.40 5.93

LINEBEND 252+43.45 84.40 6.41 -3.01 5.93

LINEBEND 252+44.19 95.36 6.41 -4.00 5.87

LINEBEND 252+52.17 94.65 6.44 -3.65 5.87

OVERLOOKCL 252+76.16 123.75 6.52 -5.63 5.87

LINEBEND 253+00.23 94.76 6.61 -4.25 6.07

LINEBEND 253+08.21 95.52 6.64 -3.93 6.12

LINEBEND 253+08.98 84.56 6.64 -3.94 6.18

LINEBEND 253+49.19 91.60 6.78 -5.77 6.39

OVERLOOKEND 254+00.57 56.00 6.75 -3.99 6.70

254+25.00 56.00 6.68 -4.39 6.63

254+50.00 56.00 6.60 -5.36 6.55

254+75.00 56.00 6.53 -6.71 6.48

255+00.00 56.00 6.45 -7.81 6.40

255+25.00 56.00 6.38 -8.54 6.33

255+50.00 56.00 6.30 -8.95 6.25

255+75.00 56.00 6.23 -9.12 6.18

256+00.00 56.00 6.15 -9.03 6.10

256+25.00 56.00 6.12 -9.07 6.07

256+50.00 56.00 6.19 -9.06 6.14

256+75.00 56.00 6.27 -8.98 6.22

257+00.00 56.00 6.34 -8.46 6.29

PT 257+00.07 56.00 6.34 -8.45 6.29

257+25.00 56.00 6.42 -7.80 6.37

257+50.00 56.00 6.49 -7.93 6.44

257+75.00 56.00 6.57 -7.97 6.52

258+00.00 56.00 6.64 -7.86 6.59

258+25.00 56.00 6.72 -7.80 6.67

258+50.00 56.00 6.79 -6.88 6.74

258+75.00 56.00 6.87 -7.30 6.82

259+00.00 56.00 6.94 -7.61 6.89

PC 258+99.66 56.00 6.94 -7.51 6.89

PT 259+25.65 48.96 7.02 0.20 6.97

259+25.00 49.29 7.02 0.25 7.13

WALLEND 259+34.42 43.83 7.04 4.05 7.10

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:36:37 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\ConstSeq01.DGNLawsonS

VETERANS DRIVE

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DESIGNED

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

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

7650 Corporate Center Dr., Suite 300

MAY, 2017

W-12

PHASE 1

PHASE 2

PHASE 4

PHASE 5

FINAL

CONSTRUCT SIDEWALK.3.

INSTALL WALL COPING.2.

CONSTRUCT ROADWAY.1.

CONSTRUCTION SEQUENCE

BACKFILL.4.

ADJUST BLOCK AS REQUIRED.3.

VERIFY HORIZONTAL AND VERTICAL GEOMETRY OF BLOCK.2.

PLACE FIRST BLOCK ON BEDDING STONE FOUNDATION.1.

COMPACT BACKFILL.5.

BACKFILL.4.

ADJUST BLOCK AS REQUIRED.3.

VERIFY HORIZONTAL AND VERTICAL GEOMETRY OF BLOCKS.2.

PLACE ADDITIONAL BLOCKS ABOVE WATERLINE.1.

PHASE 3

BACKFILL.4.

ADJUST BLOCK AS REQUIRED.3.

VERIFY HORIZONTAL AND VERTICAL GEOMETRY OF BLOCKS.2.

PLACE ADDITIONAL BLOCKS BELOW WATERLINE.1.

PLACE AND LEVEL BEDDING STONE FOUNDATION.3.

SUBMIT RESULTS TO CO FOR APPROVAL.

CONTRACTOR TO VERIFY MINIMUM BEARING CAPACITY OF SOIL AND2.

REMOVE SOILS, DEBRIS AND RIP-RAP ETC. AS DIRECTED BY THE CO.1.

REMOVE SOIL SURCHARGE WHEN SETTLEMENT HAS BEEN MET.4.

MONITOR SOIL SETTLEMENT.3.

PLACE SOIL SURCHARGE IN ROADWAY EMBANKMENT AREA.2.

REPLACE REMAINING SOILS AS DIRECTED BY CO.1.

WALL TYPICAL SECTION

W-13

(SHOWN AT STA. 247+50)

BOLLARDS (SEE ARCHITECTURAL PLANS FOR LOCATIONS)

LIGHTS AND CONDUIT (SEE ELECTRICAL PLANS FOR DETAILS)

TOP OF BLOCK

FRONT FACE OF QUAY WALL

GEOTEXTILE FABRIC

MLLW 0.00

MHHW 0.82

TYPICAL SECTION

EXISTING GROUND LINETO MATCH EXISTING SOILS

2'-0" MINIMUM BACKFILL

SIDEWALK AND PAVERS (SEE ARCHITECTURAL PLANS FOR DETAILS)

BOTTOM BLOCK DEPTH

H E I G

H T

L

H

L E

V E

L I

P

TOP OF WALL COPING

E I G

H T

H

Q U

Y

L L

(MINIMUM)

12"

10'-0" (MAXIMUM)

TEMPORARY EXCAVATION

12" (MIN.)

LH/2

12" (MIN.)

LH/2

(WORKING POINT)

VERTICAL GEOMETRY

HORIZONTAL AND

1 4

Feet

2.0

4.0

6.0

8.0

10.0

12.0

14.0

16.0

18.0

20.0

22.0

3.5

3.0

3.0

4.0

5.0

5.5

6.0

6.5

7.0

7.5

8.0

(FT)

DEPTH

BLOCK

MINIMUM

(FT)

(H)

HEIGHT

QUAY WALL

BLOCK DIMENSIONS

TABLE OF QUAY WALL

(SEE GENERAL NOTES)

RECYCLED RIP-RAP

(#4 STONE)

DRAINAGE FILL

S T

O N

E

M

N I

M U

M

EMBANKMENT

ELEVATION

TOE OF WALL WHERE REQUIRED (SEE WALL PROFILE SHEETS)

NOT MEETING BEARING CAPACITY CRITERIA,

OVEREXCAVATE POOR FOUNDATION SOILS

GEOTECHNICAL REPORT.

FOR EMBANKMENT RECOMMENDATIONS, REFER TO3.

WILL HAVE DIFFERENT MINIMUM BLOCK DEPTHS.

BLOCKS WITH HEIGHTS GREATER OR LESS THAN 2.0 FT2.

ON AN INDIVIDUAL BLOCK HEIGHT OF 2.0 FT.

MINIMUM BLOCK DEPTHS SHOWN ARE BASED1.

NOTES:

DESIGNED

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:37:29 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallQuayWallDet02.dgnLawsonS

VETERANS DRIVE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DPC-34(1)

MAY, 2017

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

STAIR TYPICAL SECTION

W-14

FRONT FACE OF QUAY WALL

GEOTEXTILE FABRIC

MLLW 0.00

MHHW 0.82

EXISTING GROUND LINETO MATCH EXISTING SOILS

2'-0" MINIMUM BACKFILL

BOTTOM BLOCK DEPTH

H E I G

H T

L

H

L E

V E

L I

P

E I G

H T

H

Q U

Y

L L

(MINIMUM)

12"

10'-0" (MAXIMUM)

TEMPORARY EXCAVATION

12" (MIN.)

LH/2

12" (MIN.)

LH/2

Slope: 0.01 Ft/Ft

1 4

Feet

(BETWEEN STA. 245+93.21 AND 247+03.50)

TYPICAL STAIR - SECTION A-A

(#4 STONE)

DRAINAGE FILL

T

O N

E

M

N I

M U

M

(SEE GENERAL NOTES)

RECYCLED RIP-RAP

TOP OF WALL COPING

SIDEWALK AND PAVERS (SEE ARCHITECTURAL PLANS FOR DETAILS)

TOP OF BLOCK

5'-6" 10'-0"

T Y

P

(WORKING POINT)

VERTICAL GEOMETRY

HORIZONTAL AND

= 4'-0"

4 SPA. @ 1'-0"

1'-6"

AND PAVING DETAILS

PLANS FOR SIDEWALK

SEE ARCHITECTURAL

#4 BARS @ 12" (TYP.)

#3 BAR EACH NOSING (TYP.)

#3 BAR (TYP.)

EMBANKMENT

ELEVATION

TOE OF WALL

WHERE REQUIRED (SEE WALL PROFILE SHEETS)

NOT MEETING BEARING CAPACITY CRITERIA,

OVEREXCAVATE POOR FOUNDATION SOILS

DESIGNED

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:37:58 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallQuayWallDet03.dgnLawsonS

VETERANS DRIVE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DPC-34(1)

MAY, 2017

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:38:32 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallQuayWallDet04.DGNLawsonS

VETERANS DRIVE

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DESIGNED

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

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

7650 Corporate Center Dr., Suite 300

MAY, 2017

0.5 2

Feet

VARIES

CLEARANCE

SP. (TYP.)

#5 BARS @ 12" MAX.

" OPEN JOINT2

1¡

" OPEN JOINT SPACING ~ 30'-

0" TYPICAL (10'-0"

MIN.)

COPING

TOP OF C-I-P

" OPEN JOINT2

1¡

C-I-P COPING

BOTTOM OF

WALL PANEL (TYP.)

TOP OF QUAY

PANELS (TYP.)

RETAINING WALL

COPING)

SLOPE OF C-I-P

#5 BARS (FOLLOWS

6"R

3"R

1"3"

"4

"2 11 "4

R"2

"4

V

R I E

S

BLOCK

OF

TOP

TOP OF COPING

SPACING #5 BARS

VARIES (CURVED AREAS)

9" (TANGENT AREAS)

COPING OVERHANG

BLOCK QUAY WALL

PRECAST CONCRETE

#5 @ 12" O.C.

M I N

PLANS FOR DETAILS)

(SEE ARCHITECTURAL

SIDEWALK AND PAVERS

P A

SPACING #3 STURRIPS

SPACING #5 BARS

(2) SETS OF #4 BARS

VARIES1'-6"

V

R I E

S

BLOCK

OF

TOP

VARIES (CURVED AREAS)

9" (TANGENT AREAS)

COPING OVERHANG

BLOCK QUAY WALL

PRECAST CONCRETE

PLANS FOR DETAILS)

(SEE ARCHITECTURAL

SIDEWALK AND PAVERS

TOP OF COPING

#5 @ 12" O.C.

M I N

(SEE ELECTRICAL PLANS FOR DETAILS)

LIGHTS, PULL BOX, AND CONDUIT

FOR DIMENSIONS AND LOCATIONS)

BOLLARDS (SEE ARCHITECTURAL PLANS

(WORKING POINT)

VERTICAL GEOMETRY

HORIZONTAL AND

(WORKING POINT)

VERTICAL GEOMETRY

HORIZONTAL AND

W-15

(1 OF 2)

WALL COPING DETAILS

A

A

CAST-IN-PLACE COPING - PARTIAL ELEVATION VIEW

COPING EDGE DETAIL

3" CL.

(TYP.)

SECTION A-A

CAST-IN-PLACE COPING AT STAIRS

(BETWEEN STA. 245+93.21 AND 247+03.50)

3" CL.

(TYP.)

CAST-IN-PLACE COPING ALONG BLOCK WALL

SECTION A-A

W-16

OVERLAP

3" MIN.

C

C

MAX.

6"

WALL

RETAINING

BEGIN

COPING

TOP OF

WALL END PANEL

TOP OF QUAY

SEA WALL

EXISTING

COPING

BOTTOM OF

COPING ENCLOSURE

EDGE OF C-I-P

PANEL

QUAY WALL

WALL END PANEL

EDGE OF QUAY

QUAY WALL SHOWN

LEVELING PAD FOR

C-I-P CLOSURE DETAIL

1'-0"

" CHAMFER (TYP.)4

V A

R I E

S

M I N

SECTION C-C

(2 OF 2)

WALL COPING DETAILS

TOP OF WALL COPING

END CURVED COPING DETAIL EDGE OF OVERLOOK CAP BLOCK

SHOWN.

FOR INFO NOT

STAIR SECTION

SEE TYPICAL

PLANS FOR DETAILS)

(SEE ARCHITECTURAL

SIDEWALK AND PAVERS

PLANS FOR DETAILS)

(SEE ARCHITECTURAL

BOLLARDS

STAIR/WALL DETAIL - SECTION B-B

APPROX. STA. 246+00 (SHOWN), APPROX. STA. 247+00 (OPP. HAND)

0.5 2

Feet

ANCHORS @ ±10' ON CENTER

WITH GALVANIZED CONCRETE

8" HEAVY DUTY DOCK CLEATS

INSTALL HOT DIPPED GALVANIZED

CAP BLOCK

PRECAST CONCRETE

CONCRETE STEPS

DESIGNED

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:39:33 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallQuayWallDet05.dgnLawsonS

VETERANS DRIVE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DPC-34(1)

MAY, 2017

W-17

WALL PIPE PENETRATION DETAILS

THRU WALL

PIPE PENETRATION

2"

1'-0"

BACKFILL

GROUT COLLAR

GEOTEXTILE FABRIC

PIPE PENETRATION DETAIL - SECTION D-D

AROUND PENETRATION.

IN THE PRIMARY LAYER

TO COVER ANY OPENINGS

LAYER OF FILTER FABRIC

WRAP PIPE WITH ADDITIONAL

STAINLESS STEEL CLAMP

THRU WALL

PIPE PENETRATION

PRECAST CONCRETE BLOCK QUAY WALL

CAST-IN-PLACE CONCRETE COPING

CAST-IN-PLACE CONCRETE COPING

PRECAST CONCRETE BLOCK QUAY WALL

AROUND PIPE

GROUT COLLAR

THRU WALL

PIPE PENETRATION

CAST-IN-PLACE CONCRETE COPING

PRECAST CONCRETE BLOCK QUAY WALL

D

D

AROUND PIPE

GROUT COLLAR

TO FIT PIPE THROUGH WALL

NUMBER OF BLOCKS REQUIRED

REMOVE ONLY THE MINIMUM

TO FIT PIPE THROUGH WALL

NUMBER OF BLOCKS REQUIRED

REMOVE ONLY THE MINIMUM

(TYP.)

3"

(TYP.)

3"

1 4

Feet

PIPE PENETRATION DETAIL 1

USE WHEN PIPE OUTSIDE DIAMETER IS LESS THAN BLOCK HEIGHT

1 4

Feet

PIPE PENETRATION DETAIL 2

USE WHEN PIPE OUTSIDE DIAMETER IS EQUAL OR GREATER THAN BLOCK HEIGHT

(#4 STONE)

UNIT DRAINAGE FILL

DESIGNED

MODEL NAME = DefaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/11/2017 1:40:16 PM T:\Sys\Projects\Veterans Drive\2014 CADD Files Phase 1\Struct\WallQuayWallDet06.dgnLawsonS

VETERANS DRIVE

FP ID NO.

ST THOMAS

COUNTYROAD NO.

RTE 30

Scott R. Lawson, P.E., No. 1295-E

ENGINEER OF RECORD

J. HARTSHORN

JTM

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONBYDATE

U.S.V.I.

DEPARTMENT OF PUBLIC WORKS

DPC-34(1)

MAY, 2017