Plans_Section_E.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 2:03:20 PM T:\Projects\173908_VeteransDr\drainage\phase_1\drainage notes.dgnMiguel

MAY, 2017

CROSSING AND CONNECTIONS TO EXISTING PIPES AND UTILITIES

REVIEW OF DRAINAGE FACILITIES

DRAINAGE NOTES

SHEET 1 0F 1

Y. HERNANDEZ

EXISTING AND PROPOSED SECTION OF PIPE.

INSTALL A CONCRETE COLLAR AT ALL CONNECTIONS TO JOIN THE

EXISTING AND PROPOSED PIPE CONNECTION

2-

1-

1-

DRAINAGE NOTES

INTERFERENCE WITH AN EXISTING FACILITY.

ANY PORTION OF THE PROPOSED CONDUIT AFFECTED BY THE

PLANS, NOTIFY THE CONTRACTING OFFICER BEFORE CONSTRUCTING

SEWER OR UNDERGROUND UTILITY IF CONSTRUCTED AS SHOWN ON THE

DETERMINED THAT THE PROPOSED CONDUIT INTERSECTS AN EXISTING

BY THE VARIANCE IN THE EXISTING ELEVATIONS. IF IT IS

CONSTRUCTING ANY PORTION OF THE PROPOSED CONDUIT AFFECTED

CONDUIT SLOPE, NOTIFY THE CONTRACTING OFFICER BEFORE

FROM THE PLAN ELEVATION OR RESULTS IN A CHANGE IN THE PLAN

CONDUIT OR EXISTING APPURTENANCE TO BE CONNECTED DIFFERS

IF IT IS DETERMINED THAT THE ELEVATION OF THE EXISTING

TO BE CONNECTED TO EXISTING SEWERS.

PIPES SHOWN TO CROSS OVER OR UNDER EXISTING UTILITIES, AND

GRADE BEFORE INSTALLING THE PROPOSED PIPE CULVERTS/DRAIN

LOCATE THE EXISTING PIPES OR UTILITIES BOTH AS TO LINE AND

4-

3-

2-

1-

REFER TO DEMOLITION PLANS.

FOR REMOVAL OF EXISTING DRAINAGE STRUCTURES AND PIPES,

SATISFACTION OF THE CONTRACTING OFFICER.

OPERATION AT NO COST TO THE GOVERNMENT AND TO THE

ANY CHANGE IN THE CONDITION RESULTING FROM THE CONSTRUCTION

INITIALLY INSPECTED BY THE ORIGINAL INSPECTION. CORRECT

THAT DETERMINED BY THE ABOVE PARTIES ALL EXISTING SEWERS

MAINTAIN AND LEAVE IN A CONDITION REASONABLY COMPARABLE TO

CLEAN CONDITION AS APPROVED BY THE CONTRACTING OFFICER.

ENSURE THAT THEY ARE FREE OF ALL FOREIGN MATTER AND IN A

INLETS, CATCH BASINS AND MANHOLES AS PART OF THE PROJECT

UPON COMPLETION OF ALL PROPOSED PIPE CULVERTS/DRAIN PIPES,

CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

AS A RESULT OF CONSTRUCTION SHALL BE REPAIRED BY THE

CONSTRUCTION. ANY DAMAGE TO EXISTING DRAINAGE TO REMAIN

AND STRUCTURES BEING CONNECTED TO, BEFORE AND AFTER

CONTRACTOR SHALL MAINTAIN PHOTOGRAPHS OF EXISTING PIPES

E-01

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 2:03:28 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRMPRD01.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

SEAWALL 30" , INV. = -1.0

30" (W) , INV. = -0.20

GRATE INLET22

SEAWALL 30" , INV. = -0.90

30" (W) , INV. = -0.80

CURB INLET21

EXISTING DRAINAGE STRUCTURES:

INFO GATHERED FROM AS-BUILT PLANS

SEAWALL 24" , INV. = -0.10

24" (S) , INV. = 0.50

24" (N) , INV. = 0.61

GRATE INLET

NO INV. INFO. AVAILABLE

30" RCP (N,S)

GRATE INLET

NO INV. INFO. AVAILABLE

24" RCP (N,S)

CURB INLET

NO INV. INFO. AVAILABLE

6'X6' CBC WITH GRATE

NO INV. INFO. AVAILABLE

24" RCP (S)

GRATE INLET

E-02 DRAINAGE MAP

0.10 AC

0.10 AC0.19 AC

0.19 AC

0.10 AC

0.16 AC

0.13 AC

.1

A

C

.1

A

C

.2

A

C

.6

A

C

.3

A

C

0.21 AC

0.12 AC

0.09 AC

0.20 AC

0.20 AC

0.17 AC

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

PROP. CULVERT

EXISTING STORM PIPE

DRAINAGE FLOW ARROWS

DRAINAGE BOUNDARIES

LEGEND

HARBOR

ST. THOMAS

NO INFO. AVAILABLE

18" RCP

18" (S) , INV. = -0.05

CURB INLET

SEAWALL 18" , INV. = -0.30

18" (S) , INV. = -0.26

18" (N) , INV. = -0.26

CURB INLET

SEAWALL 42" , INV. = -1.50

42" (S) , INV. = -1.40

42" (N) , INV. = -1.40

GRATE INLET

MHHW = 0.82 FEET

MLLW = 0.00 FEET

(INUNDATION LEVEL)= 6-7 FEET

FEMA 100 YEAR FLOOD

R/W LINE

S-24

S-25

S-45

S-46

S-44

S-43

S-41

S-42

S-39

S-40

S-38

S-36

S-37

S-35

S-34

S-31

S-32

S-28

S-33 S-30

S-29

F R

E D

E R I K

S B

E R

D E

S-26A

S-27

S-26

S-26B

S-30A

S-25A

S-40A

MATCH EXIST.

STA. 237+04.51

BEGIN WIDENING

& RESURFACING

BEGIN MILLING, OVERBUILD

BEGIN PROJECT

STA. 239+73.45

BEGIN RECONSTRUCTION

END WIDENING

& RESURFACING

END MILLING, OVERBUILD

S-29C

STA. 10+00.00

£ CONST. TOLBOD GADE

STA. 240+03.81 =

¡ CONST. VETERANS DR.

S-29A S-29B

S-39A

PRIOR TO BEGINNING CONSTRUCTION.

NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES

THE CONTRACTOR SHALL FIELD VERIFY THE DATA AND

IS BASED ON THE BEST AVAILABLE INFORMATION.

THE EXISTING DRAINAGE DATA SHOWN ON THIS SHEET

NOTE:

41.11

44.31

43.12

39.06

60.45

68.56

56.74

50.32

5.32

2.77

5.52

5.39

3.66

4.68

5.16

3.81

5.11 4.64

3.49

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

5.54

EP

5.85

EP

.5

E P

5.56

EP

.4

E P5.51

EP.OLD/NEW

5.50

EP.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.RD5.92

CL.RD5.91

CL.RD5.79

CL.RD5.82

CL.RD6.06

CL.RD6.08

CL.RD

6.14

CL.RD

.2

E P

.3

E P

.3

E P

.4

E P

.4

E P

5.65

EP

5.76

EP

6.09

EP

6.74

EP

7.10

EP

7.54

EP

.4

E P

.5

E P

8.53

CL.RD

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

9.29

EP

9.13

EP

9.00

EP

8.74

EP

8.55

EP

8.00

EP

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 2:03:31 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRMPRD02.DGNMiguel

MAY, 2017

SEAWALL 30" , INV. = UNKNOWN

30" (S) , INV. = UNKNOWN

GRATE INLET

SEAWALL 30" , INV. = UNKNOWN

30" (W) , INV. = 0.50

GRATE INLET

ES-1

ES-2

ES-3

ES-1A

S-46 S-45

S-43

S-41

S-48

ES-1A

E-03 DRAINAGE MAP

255 260

.2

C

.6

.3

.1

A

C

.1

A

C

.1

A C

.1

A C 0

.1 A

C

0.67 AC

0.32 AC

0.20 AC

0.11 AC

0.16 AC

0.06 AC

0.12 A

C

0.17 AC

0.15 AC

0.10 AC

0.12 AC

0.12 AC

0.68 AC

0.

A

C

0.

A

C

0.

A

C

0.

A

C

.1 A

C

0.66 AC

C10T10

HARBOR

ST. THOMAS

F R

E D

E R I K

S B

E R

G

G

A D

E

SEAWALL 24" , INV. = UNKNOWN

24" (E) , INV. = UNKNOWN

24" (S) , INV. = UNKNOWN

CURB INLET

NO INFO. AVAILABLE

CURB INLET

NO INFO. AVAILABLE

CURB INLET

INFO. UNKNOWN

DOUBLE PIPES

NO INFO. AVAILABLE

30" RCP

SEAWALL 24" , INV. = UNKNOWN

24" (S) , INV. = UNKNOWN

GRATE INLET

SEAWALL 36" , INV. = 0.16

36" (S) , INV. = 0.29

CURB INLET

EXISTING DRAINAGE STRUCTURES:

INFO GATHERED FROM AS-BUILT PLANS

MHHW = 0.82 FEET

MLLW = 0.00 FEET

(INUNDATION LEVEL)= 6-7 FEET

FEMA 100 YEAR FLOOD

DRAINAGE BOUNDARIES

DRAINAGE FLOW ARROWS

EXISTING STORM PIPE

PROP. CULVERT

LEGEND

VETERANS DRIVE

D E

B

E L T J E

N

R

O A

D

R/W LINE

DeBELTJEN ROAD

EXIST. VETERANS DRIVE

N

0 25 100

SCALE IN FEET

50 75

S-51

S-55

S-54

S-53

S-52 S-57

S-56

S-58

ES-1

S-59

NO INFO. AVAILABLE

30" (N)

CURB INLET

NO INFO. AVAILABLE

30" (N)

CURB INLET

PRIOR TO BEGINNING CONSTRUCTION.

NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES

THE CONTRACTOR SHALL FIELD VERIFIED THE DATA AND

IS BASED ON THE BEST AVAILABLE INFORMATION.

THE EXISTING DRAINAGE DATA SHOWN ON THIS SHEET

NOTE:

S-47

S-49

S-50

S-60

S-61

S-62

ES-2

ES-3

SHEET 2 0F 2

STA. 261+61.54

END RECONSTRUCTION

END PROJECT

S-61A

NO INFO. AVAILABLE

CURB INLET

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

49' OF 30" RCP

81' OF 30" RCP

67' OF 24" RCP

REMOVE EXIST. INLET

61' OF 24" RCP

240 241

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 2:03:38 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRPLRD04.dgnMiguel

MAY, 2017

10 40

Feet

VETERANS DRIVE

HARBOR

ST. THOMAS

H O

S P I T

D E

E-04 DRAINAGE PLAN

S-25

S-27

S-28

S-31

S-32

S-33

STA. 242+70.36

MATCH EXIST. INVERT EL.

CONNECT TO EXIST. 6'X2.67' CBC

72' OF 18" RCP

O F

R C

P

66' OF 18" RCP

106' OF 18" RCP

STA. 237+60.43

MATCH EXIST. INVERT EL.

CONNECT TO EXIST. 24" RCP

7' OF 18" RCP

14' OF 18" RCP

82' OF 18" RCP

S-26A

O F

R C P

31' OF 18" RCP

18' OF 18" RCP

109' OF 24" RCPINLET

CONNECT TO EXIST.

REMOVE EXIST. PIPE

0.000

0.000

0.000

0.000

0.000

0.000

0.000

0.000

S-26

S-24

S-26B

S-29A S-29B

DESILT EXIST. STRUCTURE

MATCH EXIST INVERT ELEV.

CONNECT TO EXIST. CURB INLET

113' OF 30" RCP

50' OF 18" RCP

31' OF 18" RCP

4' OF 18" RCP

TO REMAIN

EXIST. INLET

S-25A

S-29C

S-29

S-30

S-30A

41' OF 24" RCP

24' OF 24" RCP

PIPE TO BE DESILT

ED

EXIST. P

IPE TO REMAIN

49' OF 30" RCP

67' OF 24" RCP

81' OF 30" RCP

4' OF 18" RCP

STA 240+13.41, 128.00 LT

MATCH EXIST INVERT ELEV.

CONNECT TO EXIST. 30" RCP

TO BE REMOVED

S-27A

SHEET 1 OF 5

PGL LT

PGL RT

¡ CONST. VETERANS DR.

R/W LINE

R/W LINE

R/W LINE

MATCH EXIST.

STA. 237+04.51

BEGIN PROJECT

M A

T C

H

L I N

E

S

T

.0

N

5.4

5.2

R

C P

X

.6

C B

C

X

.6

C

B C

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 2:03:43 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRPLRD05.dgnMiguel

MAY, 2017

244 245

10 40

Feet

25' PROMENADE

PGL RT

SHEET 2 OF 5

R/W

LINE

PGL LT

R/W LINE

44.10' LT

STA. 247+19.79

BEGIN GRASSED DITCH

HARBOR

ST. THOMAS

E-05 DRAINAGE PLAN

R/W LINE

S-34

S-35

S-36

CD-1

S-38

S-39

S-40

S-33

STA. 24

2+70.

36MATCH EXIST. INVERT EL.

CONNECT TO EXIST. 6'X

2.67'

CBC

125' OF 18" RCP

136' OF 18" RCP

172' OF 18" RCP

STA. 242+76.22

MATCH EXIST. INVERT EL.

CONNECT TO EXIST. 6'X2.67' CBC

S-37

18" RCP

7' OF 18" RCP

13' OF 18" RCP

73' OF 18" RCP

S-40A

S-39A

58' OF 24" RCP

28' OF 24" RCP

PGL LT

PGL RT

VETERANS DRIVE

M A T C

H

L

IN

E

S T

A .0

¡ CONST. VETERANS DR.

M A

T C

H

L I N

E

S

T

.0

ADJUST CULVERT GRADE

1.

.3

.1

R

C P

R

C P

R

C 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 = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:03:47 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRPLRD06.dgnMiguel

MAY, 2017

251 252

10 40

Feet

PGL LT

PGL RT

¡ CONST. VETERANS DR.

VETERANS DRIVE

SHEET 3 OF 5

R/W LINE

HARBOR

ST. THOMAS

E-06 DRAINAGE PLAN

S-41

S-42

S-43

S-44

S-45

S-46

S-47

S-48

124' OF 18" RCP

120' OF 18" RCP

126' OF 18" RCP

133' OF 18" RCP

120' OF 1

8" RCP

141' OF 1

8" RCP

55' OF 18" RCP

9' OF 18" RCP

6' OF 24" RCP

15' OF 24" RCP

C

T

S 10° 40' 0" E

38.90' LT

STA. 250+41.75

BEGIN GRASSED DITCH

END CONC. DITCH

38.90' LT

STA. 249+91.82

BEGIN CONC. DITCH

END GRASSED DITCH

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

43.12

39.06

R

C 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 = defaultPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:03:52 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRPLRD07.dgnMiguel

MAY, 2017

10 40

Feet

¡ CONST. VETERANS DR.

SHEET 4 OF 5

HARBOR

ST. THOMAS

E-07 DRAINAGE PLAN

S-49

S-50

S-51

S-52

S-53

S-54

S-55

S-56

111' O F 18" R

CP

' O

F

" R

CP

130' O F 18" R

CP

" R

C P

" R

C P

9' OF 18" RCP

55'

OF 1

8" RCP

OF

8"

RCP

6' O F 24

" RCP

15'

OF 2

4" R

CP

PGL LT

PGL RT

R/W LINE

38.90' LT

STA. 252+91.84

END GRASSED DITCH

BEGIN CONC. DITCH

38.90' LT

STA. 253+91.73

BEGIN GRASSED DITCH

END CONC. DITCH

M A T C H L

IN

E S

T A .0

M A T

C H

L I

E

S

T A .0

50.32

5.32 2.77

5.52 5.39

3.66 4.68

5.16

3.81

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

.2

E P

.3

E P

.3

E P

.4

E P

.4

E P

5.65

EP

5.76

EP

6.09

EP

6.74

EP

7.10

EP

7.54

EP

.4

E P

.5

E P

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

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 2:03:57 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRPLRD08.dgnMiguel

MAY, 2017

257 258 259

10 40

Feet

S

° 0

' 2

" E

STA. 261+61.53

END RECONSTRUCTION

END PROJECT

SHEET 5 OF 5

VETERANS DRIVE

TO REMAIN

EXIST. PIPES

43.23' LT

STA. 259+65.20

DITCH BOTTOM INLET

CONNECT TO EXIST.

END GRASSED DITCH

PGL RT

PGL LT

DITCH

RW/ LINE R/W LINE

HARBOR

ST. THOMAS

R/W LINE

POOL

EXIST. OUTFALL

SEE SHEET E-26

HEADWALL DETAILS

FOR SPECIAL PIPE

E-08 DRAINAGE PLAN

S-57

S-58

S-59

S-60

ES-1

S-62

ES-2

ES-3

18" RCP

18" RCP 132' OF 18" RCP

117' OF 24" RCP

132' OF 18" RCP

29' OF 24" RCP

TO REMAIN

EXIST. SPILLWAY

11' OF 30" RCP

4' OF 24" RCP

CONST. MANHOLE TOP

STRUCTURE

REMOVE EXIST.

TO REMAIN

EXIST. STRUCTURE

HEADWALL

REMOVE EXIST.

(DITCH LINING)

CONST. RIPRAP

S-61

S-61A

PIPES TO BE DESILTED

TO REMAIN.

EXIST. PIPES

PIPES TO BE DESILTED

EXIST. PIPE TO REMAIN.

PIPES TO BE DESILTED

AND PIPES TO REMAIN

EXIST. STRUCTURES

¡ CONST. VETERANS DR.

M A

T C

H

L I N

E

S

T

.0

BRINCKERHOFF

PARSONS

MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:03:59 PM T:\Projects\173908_VeteransDr\drainage\phase_1\PROFDR01.dgnMiguel

DPC-34(1)ST THOMASRTE 30

DEPARTMENT OF PUBLIC WORKS

Miami, FL 33126 Ph. (305) 261-4785

Reference

Sheet

DRAWN

CHECKED

DATE

R E V I S I O N S

DESCRIPTIONDATE BY

ROAD NO. COUNTY FP ID NO.

ENGINEER OF RECORD

M. PAREDES

MAY, 2017

FL -0.35

18" RCP 18" RCP

18" RCP

FL -0.13FL -0.35

FL -0.30

30" RCP

24" RCP

S-26 S-30 S-33

P I

.0

E L

.7

.6

P I

.0

E L

.9

P I

.0

E L

.0

P I

.0

E L

.1

P I

.0

E L

.3

P I

.4

E L

.3

P I

.0

E L

.1

P I

.0

E L

.0

P I

.0

E L

.0

P I

.0

E L

.0

E L

.2

P I

.0

0.315 %

FL -1.34 FL -1.54

FL -0.50

18" RCP

30" RCP

24" RCP

18" RCP

18" RCP 18" RCP

18" RCP

18" RCP

FL -0.60FL -0.77FL -0.79

FL -1.55

FL -0.90

FL -0.60

24" RCP

S-31

S-28

S-27

S-25AS-25

.5

P I

.0

E L

.7

.5

P I

.0

E L

.8

P I

.0

E L

.0

P I

.0

E L

.1

P I

.0

E L

.3

P I

.4

E L

.3

P I

.0

E L

.3

P I

.0

E L

.1

P I

.0

E L

.0

P I

.0

E L

.0

P I

.0

E L

.2

-0.340 % -0.390 %

-0.320 % -0.310 % -0.130 %

18" RCP

FL -1.73

18" RCP

S-27

FL -0.60

FL -1.55

SCALE:

1" = 4' VERT.

1" = 40' HORIZ.

237+00 238+00 239+00 240+00 242+00

.1

@ ¡ CONST. VETERANS DR.

EXIST. GROUND LINE

S T

A

.6

H O

S P I T

D E

E-09

SHEET 1 OF 5

240+00

237+00 238+00 239+00 240+00 242+00241+00

-4

-8

EOP PROFILE (LT)

EOP PROFILE (RT)

.2

.1

.2

-4

-4

-4

@ ¡ CONST. VETERANS DR.

EXIST. GROUND LINE

-8

DRAINAGE PROFILE

FL -1.73

MHHW=0.82'

PARSONS

MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:03:59 PM T:\Projects\173908_VeteransDr\drainage\phase_1\PROFDR02.dgnMiguel

DPC-34(1)ST THOMASRTE 30

Reference

CHECKED

DATE

R E V I S I O N S

M. PAREDES

MAY, 2017

FL -0.05

FL 0.50

18" RCP

18" RCP

18" RCP

FL -0.05

FL 0.23

6'x2.67' CBC

24" RCP

S-35

S-38

S-39

S-39A

FL 0.94

FL 1.00

FL 0.90

FL 0.94

P I

.0

E L

.2

P I

.0

E L

.3

P I

.5

E L

.1

P I

.0

E L

.5

P I

.0

E L

.6

P I

.0

E L

.8

P I

.0

E L

.9

P I

.0

E L

.1

P I

.0

E L

.2

P I

.0

E L

.4

P I

.0

E L

.5

P I

.0

E L

.7

P I

.0

E L

.6

-0.231 %

0.402 %

FL -1.21

FL -0.35 FL -0.60

FL -0.60

6'x2.67' CBC

18" RCP

18" RCP

S-40

S-36

S-34

S-40A

18" RCP

FL -1.26

FL -0.21

P I

.0

E L

.2

P I

.0

E L

.3

P I

.5

E L

.4

P I

.0

E L

.5

P I

.0

E L

.6

P I

.0

E L

.8

P I

.0

E L

.9

P I

.0

E L

.1

P I

.0

E L

.2

P I

.0

E L

.4

P I

.0

E L

.5

P I

.0

E L

.7

P I

.0

E L

.6

-0.260 %

SCALE:

1" = 4' VERT.

1" = 40' HORIZ.

242+00

.1

@ ¡ CONST. VETERANS DR.

EXIST. GROUND LINE

-4

-4

SHEET 2 OF 5

242+00

-4

-4

EOP PROFILE (LT)

EOP PROFILE (RT)

243+00 244+00 245+00 246+00 247+00

@ ¡ CONST. VETERANS DR.

EXIST. GROUND LINE

247+50

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

8 84 .2

.1

.6

.1

.5

E-10 DRAINAGE PROFILE

.2

.6

FL -0.17

FL -0.21

24" RCP

PARSONS

MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:04:01 PM T:\Projects\173908_VeteransDr\drainage\phase_1\PROFDR03.dgnMiguel

DPC-34(1)ST THOMASRTE 30

Reference

CHECKED

DATE

R E V I S I O N S

M. PAREDES

MAY, 2017

FL 1.08 FL 0.70

FL 0.72

FL 0.72

FL 1.17

FL 1.24

FL 1.64

18" RCP

18" RCP

18" RCP

18" RCP

S-41 S-44 S-47

S-49

P I

.0

E L

.6

P I

.0

E L

.5

P I

.0

E L

.3

P I

.0

E L

.2

P I

.0

E L

.0

P I

.0

E L

.1

P I

.0

E L

.2

P I

.0

E L

.4

P I

.0

E L

.6

P I

.0

E L

.8

P I

.0

E L

.9

P I

.0

E L

.1

-0.323 % -0.377 % -0.300 %

FL -0.11

FL 0.55

FL -0.49FL -0.49

FL -0.99

FL -0.02

FL -0.02

FL 0.46

18" RCP

24" RCP

18" RCP 18" RCP

18" RCP

S-42

S-50 S-48

S-45

P I

.0

E L

.5

P I

.0

E L

.3

P I

.0

E L

.2

P I

.0

E L

.0

P I

.0

E L

.1

P I

.0

E L

.2

P I

.0

E L

.4

P I

.0

E L

.6

P I

.0

E L

.8

P I

.0

E L

.9

P I

.0

E

L

.1

P I

.0

E L

.6

-0.320 % -0.350 %

-0.310 %

SCALE:

1" = 4' VERT.

1" = 40' HORIZ.

@ ¡ CONST. VETERANS DR.

EXIST. GROUND LINE

DRAINAGE PROFILE

SHEET 3 OF 5

-4

-4

EOP PROFILE (LT)

EOP PROFILE (RT)

@ ¡ CONST. VETERANS DR.

EXIST. GROUND LINE

247+50

247+50

.6

.5

.5

-4

-4

E-11

248+00 249+00 250+00 251+00 252+00 253+00

248+00 249+00 250+00 251+00 252+00 253+00

.1

.0

.1

.0

.6

PARSONS

MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:04:01 PM T:\Projects\173908_VeteransDr\drainage\phase_1\PROFDR04.dgnMiguel

DPC-34(1)ST THOMASRTE 30

Reference

CHECKED

DATE

R E V I S I O N S

M. PAREDES

MAY, 2017

FL 1.72

FL 1.35 FL 1.35

FL 0.85

FL 1.76 FL 1.76

18" RCP

18" RCP 18" RCP

18" RCP

S-51 S-54 S-57

P I

.0

E L

.3

P I

.0

E L

.3

P I

.0

E L

.1

P I

.0

E L

.0

P I

.0

E L

.0

P I

.0

E L

.7

P I

.0

E L

.7

P I

.0

E L

.9

P I

.0

E L

.0

P I

.0

E L

.2

P I

.0

E

L

.3

P I

.0

E L

.1

-0.330 % -0.330 % -0.300 %

FL 1.72

18" RCP

18" RCP

S-55 S-58S-52

P I

.0

E L

.3

P I

.0

E L

.3

P I

.0

E L

.1

P I

.0

E L

.0

P I

.0

E L

.8

P I

.0

E L

.7

P I

.0

E L

.7

P I

.0

E L

.9

P I

.0

E L

.0

P I

.0

E L

.2

P I

.0

E

L

.3

P I

.0

E L

.1

-0.320 % -0.300 % -0.300 %

SCALE:

1" = 4' VERT.

1" = 40' HORIZ.

@ ¡ CONST. VETERANS DR.

EXIST. GROUND LINE

DRAINAGE PROFILE

SHEET 4 OF 5

-4

-4

EOP PROFILE (LT)

EOP PROFILE (RT)

@ ¡ CONST. VETERANS DR.

EXIST. GROUND LINE

-4

-4

253+00

253+00

.1

.0

.1

.0

254+00 255+00 256+00 257+00 258+00 258+50

254+00 255+00 256+00 257+00 258+00 258+50

E-12

.3

.2

.3

.2

FL 1.35

FL 0.70

FL 1.35 FL 1.76 FL 1.76

18" RCP

24" RCP

18" RCP

PARSONS

MODEL NAME = TopoPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:04:02 PM T:\Projects\173908_VeteransDr\drainage\phase_1\PROFDR05.dgnMiguel

DPC-34(1)ST THOMASRTE 30

Reference

CHECKED

DATE

R E V I S I O N S

M. PAREDES

MAY, 2017

FL 2.16

24" RCP

FL -0.90

S-59

S-61

18" RCP

P I

.0

E L

.5

P I

.0

E L

.6

P I

.0

E L

.8

P I

.0

E L

.9

P I

.0

E L

.1

.2

E L

.3

P I

.0

FL 2.16

FL 2.72

FL 1.72FL 1.72

30" RCP

24" RCP

ES-3

S-62

S-60

18" RCP

.2

P I

.0

E L

.5

P I

.0

E L

.6

P I

.0

E L

.8

P I

.0

E L

.9

P I

.0

E L

.1

.2

E L

.3

P I

.0

-0.840 %

SCALE:

1" = 4' VERT.

1" = 40' HORIZ.

@ ¡ CONST. VETERANS DR.

EXIST. GROUND LINE

DRAINAGE PROFILE

SHEET 5 OF 5

-4

-4

EOP PROFILE (LT)

EOP PROFILE (RT)

-4

-4

258+50

258+50

.3

.2

.3

.2

E-13

@ ¡ CONST. VETERANS DR.

EXIST. GROUND LINE

259+00 260+00 261+00 262+00

259+00 260+00 261+00 262+00

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 2:04:03 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRDTRD01.dgnMiguel

MAY, 2017

S-32, S-37

SPECIAL MANHOLE DETAIL S-46, S-56

SPECIAL MANHOLE DETAIL

SHEET 1 0F 5

E-28 DRAINAGE DETAIL

Insert

THE OUTLET DROP PIPE AND THE OIL PORT

THE COVER SHOULD BE POSITIONED OVER 1.

NOTE:

SHEET 2 0F 5

E-29 BOX CULVERT CD-1 EXTENSION

PLAN

S. LAWSON

S. LAWSON

J. MITCHELL

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 DPC-34(1)

MODEL NAME = BorderPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:04:22 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRDTRD02.dgnMiguel

MAY, 2017

EXISTING BOX CULVERT

EXISTING OUTFALL SLAB

EXISTING OUTFALL WALL

BOX CULVERT EXTENSION

(TYP.)

EXPANSION MATERIAL

1" PREMOULDED

PROPOSED SEAWALL

FRONT FACE OF

E

X T

E N

S I O

N

N

WORK THIS SHEET WITH BOX CULVERT EXTENSION DETAILS

F'C = 5.5 KSI

CONCRETE:

GRADE 60

REINFORCING STEEL:

EXTREMELY AGGRESSIVE

ENVIRONMENTAL CLASS:

FINISH.

ALL CONCRETE SURFACES SHALL RECEIVE A GENERAL SURFACE

SURFACE FINISH:

2 FEET OF COMPACTED FILL PLACED ABOVE THE TOP SLAB.

HL-93, AND ANY CONSTRUCTION LOAD APPLIED PRIOR TO

SUPPORTING CONSTRUCTION LOADS THAT EXCEED AASHTO

IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE FOR

CONSTRUCTION LOADING:

HL-93.

LIVE LOAD:

SPECIFICATIONS (6TH EDITION)

TRANSPORTATION (AASHTO) LRFD BRIDGE DESIGN

AMERICAN ASSOCIATION OF STATE HIGHWAY AND

DESIGN SPECIFICATIONS:

NOTES:

IN THIS AREA

BOX CULVERT AND OUTFALL

REMOVE EXISTING CONCRETE

7'-8"

13°

90°

A

A

B

B

C

OUTFALL DETAIL

SHEET 3 0F 5

S. LAWSON

S. LAWSON

J. MITCHELL

E-30 BOX CULVERT EXTENSION

DETAILS

#3 @ 12" O.C. (TYP.)

#5 @ 8" O.C.

#3 @ 12" O.C.

JOINT PERMITTED

CONSTRUCTION

#5 @ 8" O.C. (TYP.)

1" PREMOLDED EXPANSION MATERIAL (TYP.)

FACE OF SEAWALL

END OF BARREL &

PROPOSED SEAWALL

FRONT FACE OF

#5 @ 8" O.C. (TYP.)

#3 @ 12" O.C.

TOP OF PROPOSED SEAWALL COPING

" CHAMFER (TYP.)4

3" x 4

CONCRETE

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 = BorderPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:04:23 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRDTRD03.DGNMiguel

MAY, 2017

6'-0"

COVER (TYP.)

3" MIN.

9" 9"

7"

TRANSITION

2'-0" TAPERED

LONGITUDINAL REINFORCING

(SPLICE LENGTH)

1'-6" MIN.

1" MIN. ~ 3" MAX.

SEE NOTE 2

JOINT (2'-0" MIN. WIDTH)

AROUND CONSTRUCTION

WRAP FILTER FABRIC

3" MIN. CL.

THICKNESS

SLAB OR WALL

EXISTING

AS REQUIRED

FIELD BEND OUTSIDE FACE OF WALL/SLAB

OR WALL THICKNESS

EXTENSION SLAB

INSIDE FACE OF WALL/SLAB

EMBEDMENT)

1'-0" (MIN.

(SEE NOTE 1)

2'-0" MIN.

* MATCH EXISTING CHAMFER

#5 = 1'-8"

#3 = 1'-0"

MINIMUM BAR SPLICE LENGTH

AND REPLACED. (SEE NOTE 1)

SECTION OF EXISTING BOX CULVERT TO BE REMOVED

WORK THIS SHEET WITH BOX CULVERT CD-1 EXTENTION PLAN.

NOTES:

THE SPECIFICATIONS.

REINFORCEMENT. USE AN ADHESIVE BONDING MATERIAL SYSTEM IN ACCORDANCE WITH

MAT OF EXISTING REINFORCING STEEL, OTHERWISE SPLICE 1'-6" AS SHOWN FOR INSIDE

2. DOWEL IN #4 BARS @ 1'-0" MAX. SPACING INTO WALL/SLAB WHEN THERE IS A SINGLE

REINFORCEMENT.

CLEAN AND STRAIGHTEN EXISTING REINFORCEMENT, LAP AND TIE ONTO EXTENSION

1. REMOVE EXISTING CONCRETE WHILE AVOIDING DAMAGE TO EXISTING REINFORCEMENT.

CONNECTION DETAIL NOTES:

SECTION A-A

SECTION C-C

SECTION B-B

SHEET 4 0F 5

E-31

DETAILS

BOX CULVERT EXTENSION

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 = BorderPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:04:24 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRDTRD04.DGNMiguel

MAY, 2017

FROM S-62

FROM S-61A

POOL

EXISTING OUTFALL

Ƃ" CHAMFER

SURFACE

GROUND

B

A R

S

TOP OF WALL

#4 BARS @ 1'-6" (MAX.)

B

S

M I N

L A

P

(T Y P

E

A C

H

P

E N

E T

R A

T I O

N

B

A R

S

(T

P

D

B

O T

9.51'25.68'

2:1 SLOPE N

EACH SIDE OF PIPE

ADDITIONAL #4 BAR

36.42 (RT.)

STA. 259+55.73

SHALL MATCH EXISTING HEADWALL

TOP OF PROPOSED HEADWALL

30" PIPE

35.66 (RT.)

STA. 259+85.41

24" PIPE

43.99 (RT.)

STA. 259+86.70

HEADWALL

EXISTING PIPE

STORM PIPES

EXISTING

SIDEWALK EL. 7.16' TOP OF WALL EL. 7.29'

EL. -1.00'

TOE OF WALL

FL EL. 0.49'

24" PIPE

PROPOSED GROUND LINE

FL EL. 0.49'

30" PIPE

LINE ALONG WALL

EXISTING GROUND

FIELD CUT #4 BARS (TYP.)

HEADWALL ELEVATION

MATCH EXISTING

HEADWALL ELEVATION

MATCH EXISTING

JOINT SEAL

TOP OF SIDEWALK

#4 BARS @ 1'-6" (MAX.)

2-#4 BARS (7'-0") (TYP.)

.0

6.49' 19.19'

.5

1'

M A

X

3" CL.

8"

3"

TYPICAL SECTION

6" CL. (± 2" TOLERANCE)

ELEVATION AT PIPE PENETRATION

HEADWALL ELEVATIONHEADWALL PLAN

#4 BAR (TYP.)

(TYP.)

SPECIFICATION SECTION 258

PREPARE FOUNDATION PER

3" C

L.

(T

YP.

SIDE OF JOINT.

ROOFING PAPER OR GEOTEXTILE FABRIC SHALL EXTEND 6" TO EACH

JOINT MATERIAL SHALL EXTEND TO 6" BEYOND EACH SIDE OF JOINTS.

ROOFING PAPER OR GEOTEXTILE FABRIC 6" BELOW TOP OF WALL.

PAPER OR GEOTEXTILE FABRIC WITH CUT-BACK ASPHALT. STOP

MOP ALL CONTACT SURFACES OF CONCRETE AND ROOFING

OR GEOTEXTILE FABRIC IN ACCORDANCE WITH THE SPECIFICATIONS.

JOINT SEAL TO BE TWO LAYERS OF 30# SMOOTH ROOFING PAPER

JOINT:

F'C = 5.5 KSI (CLASS A)

CONCRETE:

GRADE 60

REINFORCING STEEL:

EXTREMELY AGGRESSIVE

ENVIRONMENTAL CLASS:

FINISH.

ALL CONCRETE SURFACES SHALL RECEIVE A GENERAL SURFACE

SURFACE FINISH:

SPECIFICATIONS (6TH EDITION)

TRANSPORTATION (AASHTO) LRFD BRIDGE DESIGN

AMERICAN ASSOCIATION OF STATE HIGHWAY AND

DESIGN SPECIFICATIONS:

NOTES:

2 10

Feet

Feet

0 4

M E

T E

R

M E

T E

R

M E

T E

R

M E

T E

R

M E

T E

R

M E

T E

R

M E

T E

R

METER

10.51

11.37

8.82

11.66

5.44

5.24

POST

FENCE

BOX CULVERT

FACE OF EXISTING

EXISTING WALL (TYP.)MASONRY BUILDING

EXISTING 1 STORY

MASONRY BUILDING

EXISTING 2 STORY

DRIVEWAY

EXISTING

RAIL BRACE

EXISTING GROUND

DRIVEWAY

EXISTING

POST CAP

TIES @ 12" CENTERS

TENSION WIRE

SIDEWALK

N

NORRE GADE

¡ KANAL GADE GUT

¡ KANAL GADE GUT

12"

10'-0"

3'-0"4'-0"3'-0"

1.2 OZ./FT�.

STEEL WIRE NO. 9 GAGE ZINC GALVANIZED AT THE RATE OF

F. TIE WIRE AND HOG RING:

1.2 OZ./FT�.: AASHTO M181.

STEEL WIRE NO. 7 GAGE ZINC GALVANIZED AT THE RATE OF

E. TENSION WIRE:

2.0 OZ./FT�. MODIFIED TO 1.8 OZ./FT�.).

COATED AT THE RATE OF 1.8 OZ./FT�. (M181 CLASS D

COATED STEEL, NO. 9 GAGE (COATED WIRE DIAMETER),

SELVAGE TOP AND BOTTOM): AASHTO M181 TYPE 1- ZINC

D. CHAIN LINK FABRIC (2" MESH WITH TWISTED AND BARBED

ASTM A53 TABLE X 2, ASTM F1083, AND AASHTO M111.

ZINC GALVANIZED AT THE RATE OF 1.8 OZ./FT�.:

GALVANIZED STEEL PIPE, SCHEDULE 40- 1¼" NOMINAL DIA.

C. RAIL:

ASTM A53 TABLE X 2, ASTM F1083, AND AASHTO M111.

GALVANIZED AT THE RATE OF 1.8 OZ./FT�:

GALVANIZED STEEL PIPE, SCHEDULE 40-2" NOMINAL DIA ZINC

B. CORNER, END, AND PULL:

AASHTO M111.

ASTM A53 TABLE 2 (GRADE A OR B), ASTM F1083, AND

ZINC GALVANIZED AT THE RATE OF 1.8 OZ./FT�:

GALVANIZED STEEL PIPE, SCHEDULE 40-1½" NOMINAL DIA.

A. LINE POST:

FENCE COMPONENTS:2.

AASHTO AND ASTM SIGNIFY CURRENT REFERENCE.

FITTINGS AND HARDWARE SHALL MEET THE REQUIREMENTS OF

WIRES, STRETCHER BARS, GATES AND ALL MISCELLANEOUS

CHAIN LINK FABRIC, POST, TRUST RODS, TENSION WIRES, TIE1.

NOTES:

ELEVATION

PLAN VIEW

SHEET 5 0F 5

E-32

S. LAWSON

S. LAWSON

J. MITCHELL

BOX CULVERT DEBRIS SCREEN

HARBOR

ST. THOMAS

VETERANS DRIVE

16.92

FP ID NO.

DPC-34(1)ST THOMAS

COUNTYROAD NO.

RTE 30

O. MIGUEL

DRAWN

CHECKED

DATE

R E V I S I O N S

Reference

Sheet

MODEL NAME =BorderPEN TABLE = $PENTBLL$PLOT DRIVER = $PLTDRVL$ 5/9/2017 2:04:50 PM T:\Projects\173908_VeteransDr\drainage\phase_1\DRDTRD05.DGNMiguel

ENGINEER OF RECORD

MAY, 2017

F O

R T

S

T R

A D

E

K A

N

D E

H O

S P I T

D E

NORRE GADE

D

B

L T J

A D

SEE DETAIL "A"

LOCATION MAP

N

DETAIL "A"

DETAIL "A"