Pond Bay House by Claude Dupre

CALLOUT LEGEND 1

Vehicular Specialty Paving at Entry Motor Court

2 3

Concrete Curb Modular Cast or Stone Pedestrian Courtyard Paving Variation A

4 5

Ornamental Water Trough with Outer Raised Wall

Decorative Metal Gate at Entry Pavilion Seating Niche with Decorative Tile Bench

Large Tree Well set into Paving

Modular Cast or Stone Pedestrian Courtyard Paving Variation B

Small Tree Well set into Paving

11 12

Modular Cast or Stone Pedestrian Courtyard Paving Variation C Low Podium Base Wall with Stone or Cast Cap with Decorative Open Metal Screen along top

Modular Cast or Stone Pedestrian Courtyard Paving Variation D

14 15

Wood Boardwalk Deck Variation A Architectural Trellis Structures per Architect

Ornamental Pond with Architectural Coping Edge

Ornamental Pond Bottom and Boulder Edge

Circular Cast Concrete Tree Wells with Stone or Cast Cap

Overflow Weir Wall with Stone Veneer on Outer Face Typical Modular Precast Paving on Walkway

Modular Cast or Stone Pedestrian Paving at Bocce Terrace Low Modular Concrete Seat Wall and Pilaster Column with Plaster and Stone/Cast Finish Sand Bocce Ball Court with Cast Concrete Curb at Edge

24 25

Architectural Overlook Pavilion per Architect Cast or Modular Concrete Retaining Wall at Retention Pond

Open Metal Rail Security/Safety Fence with Self Closing/Latching Gate

Curved Steps at Landing

28 30

Wood Boardwalk Deck Variation B Low Modular Concrete Planter Wall with Plaster Finish and Stone or Cast Cap Modular Cast or Stone Pool Terrace Paving Variation A

Modular Cast or Stone Pool Terrace Paving Variation B

32 33

Ramp with Low Curb Wall each side (Paving to match #31) Raised Pool Overflow Bond Beam Wall with Overflow to Continuous Trough at Outer Coping Edge

Shallow Pool Shelf with Specialty Tile Decorative Water Urn Overflowing to Pool

21 22

35 36 37 38 39 40 41 42 43

Typical Pool Coping Edge

Circular Pool Cabana Structure with Raised Platform Beachside Concrete Retaining Wall with Stone or Cast Veneer and Cap

51 52 53 54 55 56

Shallow Pool with Tile Bottom

Pool with Tile Bottom Curved Pool Steps Beach Entry Treatment at Pool with 10:1 Slope and Tile or Specialty Plaster Bottom Gas Light Lantern Features

Typical Pool Tile Treatment on Pool Walls and Bottom Stepped Overflow Horizon Edge Pool Structure to Shallow Pool below

Pool Shower Feature with Shower mounted onto Wall Interactive Water Play Concrete Columns with Stone or Cast Veneer Shallow Ornamental Water Feature with Stone or Cast Cap featuring Overflow Scuppers to Pond below. Boulder Treatment at Pool Edge

44 45

SCALE: 1" = 10'

Low Modular Concrete Screen Wall with Plaster Finish and Stone or Cast Cap

20 28

Recessed Security/Safety Gate set between Wall Structures Freestanding Security/Safety Gate with Posts each side

Circular Staircase to Beach with Handrail (Paving to match #31) Modular Concrete Freestanding Screen Wall with Plaster Finish and Stone/Cast Cap Recessed Service Ramp with Modular Concrete Retaining Wall ascending on both sides (Paving to match #20)

9 8 15 5

9 7

Decorative Concrete Water Columns with Tile Veneer Steps with Wing Wall and Railing Each Side (Paving to Match #31)

3 6

27 30

42 43

14 18

34 10

C:\Users\Casey\Desktop\St. John - Auberge at Pond Bay\SCI-Submittal PKG\SCI-Callout Plan.dwg, 30x42, 6/1/2009 6:47:38 PM, 12:12

36 3 42

37 18

06.03.09 REV.

BASE SHEET

DATE

SUBMISSION

18 30

13 12

28 35

47 30

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 (340) 777-2345 www.springlinearchitects.com

17 41

14 18

49 31 38 48

30 19

46 42 32 48

SITE CONCEPTS INTERNATIONAL 751 South Orange Ave. Sarasota, FL 34236 U.S.A. ph. (941) 330-1034 fax (941) 330-1035 e-mail: mail@scidesigns.com

25 47

DATE:

SEAL:

06.03.09 26

DRAWN BY:

CMC

31 48

REVIEWED BY:

PSI 48

PROJECT MGR: PSI

PROJECT: 48

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

20 52 49

PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

SHEET TITLE:

LANDSCAPE CALLOUT SHEET NUMBER:

LA-01

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OF SPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS, DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERE CREATED, DEVELOPED, AND PRESENTED FOR USE ON THIS SPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OF SPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES FOR INFORMATION AND REFERENCE PURPOSES ONLY.

23'-53 4"

CONSTRUCTION LAYOUT NOTES

24'-012" 24'-912"

1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OF CURB, EDGE OF PAVING, FACE OF WALL, UNLESS OTHERWISE NOTED ON PLANS. THE DIMENSIONS SHOWN ARE FOR REFERENCE PURPOSES.

25'-8" 26'-612"

SCALE: 1" = 10'

27'-514"

3'-0" TYP.

27'-1112"

2. ALL RADII AND CURVES INDICATED SHALL HAVE CONTINUOUS / SMOOTH TRANSITIONS WITHOUT ABRUPT CHANGES, BENDS OR FACETED EDGE.

27'-103 4" 27'-212" 25'-914"

3. ALL FORMS AND ALIGNMENTS OF SITE FEATURES TO BE INSPECTED AND APPROVED BY THE OWNER'S REPRESENTATIVES PRIOR TO INSTALLATION.

23'-414" 20'-6"

R15'-1"

18'-8" 17'-612"

4. INFORMATION INDICATED ON THESE PLANS IS DEPICTED TO SHOW DESIGN INTENT ONLY, FINAL CONSTRUCTION PLANS TO BE DOCUMENTED BY A CERTIFIED CIVIL ENGINEER FOR PURPOSES OF CONSTRUCTION.

17'-014" 17'-0" 2'-0" 17'-63 4"

5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLE FOR ALL DAMAGES INCURRED.

R10'-1" 17'-712"

8'-714"

29'-8"

17'-10"

63'-33 4" 29'-8"

12'-914"

6. ALL CONSTRUCTION SHALL CONFORM TO THE MOST RECENT BUILDING CODES PREVALENT AT THE TIME OF CONSTRUCTION.

56'-4"

8'-1014"

14'-103 4"

6'-23 4"

22'-1" R9'-10"

23'-012"

7. ALL RISERS SHALL BE SIX (6) INCHES IN HEIGHT PER EACH TREAD UNLESS OTHERWISE NOTED.

23'-1012"

2'-512"

22'-33 4"

23'-814"

22'-314"

1'-1112"

8. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE CONSTRUCTED SIMILAR TO THE DETAILS FOR THE RESPECTIVE MATERIALS.

R2'-0" TYP.

21'-5"

1'-113 4"

19'-812" 2'-5"

9. THE DRAWINGS REPRESENT THE DESIGN INTENT OF THE FINISHED STRUCTURE, ALL BRACING, TEMPORARY SUPPORTS, SHORING, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. OBSERVATION VISITS, IF ANY, TO THE PROJECT SITE BY THE LANDSCAPE ARCHITECT DO NOT INCLUDE THE INSPECTION OF CONSTRUCTION METHODS AND OF THE SAFETY CONDITIONS AT THE PROJECT SITE.

12'-8"

17'-73 4"

3'-312"

15'-5"

4'-73 4"

13'-712"

6'-714"

5'-0" 7'-6"

13'-73 4"

8'-63 4"

Layout Legend

3'-4"

2'-8"

15'-33 4"

9'-114"

1'-0"

4'-4"

0'-6" 8'-2" 9'-0"

8'-6"

10'-03 4"

3'-0" TYP.

ALN BW BP CL EQ FOB FOW PS R Ts TW TYP W/

9'-10"

7'-6" 5'-0"

6'-33 4"

0'-8"

5'-4"

1'-0" TYP.

10. DESIGN MATERIAL, EQUIPMENT AND PRODUCTS OTHER THAN THOSE INDICATED IN THE DRAWINGS SHALL NOT BE CONSIDERED UNLESS PRIOR APPROVAL IS OBTAINED FROM THE OWNER'S REPRESENTATIVE, LANDSCAPE ARCHITECT AND THE APPLICABLE LOCAL GOVERNING CODE AUTHORITY.

1'-0"

4'-4" 3'-4"

18'-11" 21'-0" 27'-0" 14'-0"

6'-6" 7'-6"

8'-0"

4'-10"

3'-0"

5'-0"

26'-0" 4'-0"

3'-0"

16'-0"

(1) 12" TREAD

8'-0"

7'-6"

3'-0" 2'-0"

10'-0"

3'-6" 2'-10"

8'-3"

1'-0" TYP.

3'-0" TYP.

C:\Users\Casey\Desktop\St. John - Auberge at Pond Bay\SCI-Submittal PKG\SCI-Layout Plan.dwg, 30x42, 6/1/2009 6:48:33 PM, 12:12

8'-53 4"

8'-114"

8'-3"

5'-0"

10'-414"

7'-0"

5'-0" TYP.

2'-0"

R13'-0" R4'-113 4"

R25'-0"

4'-0"

5'-73 4"

5'-0"

5'-0" 1'-0"

5'-6"

21'-012" 3'-212"

25'-10"

4'-3"

(6) 12" TREADS TYP.

3'-014"

6'-83 4" 20'-514"

3'-4" 16'-0" 8'-53 4"

8'-1012"

3'-53 4"

9'-4"

R20'-0"

R27'-0"

3'-0" 0'-5" 0'-10"

1'-5" 5'-614"

R25'-0"

2'-314"

(5) 12" TREADS

4'-8"

R33'-6"

DATE: 5'-03 4"

R2'-3" TYP.

17'-8"

14'-1112"

R2'-0" TYP.

R12'-6"

1'-0"

R15'-0" 4'-4"

19'-1112"

15'-612"

4'-8" 4'-23 4"

SITE CONCEPTS INTERNATIONAL 751 South Orange Ave. Sarasota, FL 34236 U.S.A. ph. (941) 330-1034 fax (941) 330-1035 e-mail: mail@scidesigns.com

15'-11"

21'-1114" 0'-9"

1'-0" TYP.

R13'-0"

12'-4"

5'-93 4"

20'-2"

R2'-0" TYP.

5'-0" TYP.

5'-0" 4'-1112"

2'-5" 5'-93 4"

R6'-9"

1'-0" TYP.

R7'-0"

14'-1012"

21'-012" 51'-2"

6'-512"

6'-0"

3'-11"

1'-0" TYP.

5'-0" TYP. 2'-6"

1'-0" 27'-012"

4'-0"

(2) 12" TREADS

4'-0"

7'-1012"

15'-714"

1'-7"

10'-914"

8'-0"

6'-7"

R39'-0"

DRAWN BY:

1'-1112"

R13'-6"

R9'-0"

1'-0" TYP.

CMC

3'-412"

REVIEWED BY:

R10'-9" R2'-6"

21'-612" 6'-1114"

1'-0" 4'-0"

5'-23 4" R6'-6"

R7'-9" 18'-212"

3'-10" 2'-13 4"

6'-10"

PROJECT:

9'-514"

5'-83 4"

R13'-8"

POND BAY

6'-9" (5) 12" TREADS TYP.

R12'-6" R12'-0"

11'-33 4"

6'-2"

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS

49'-312"

33'-514" R2'-0" TYP.

3'-8" R5'-9"

PSI

6'-1014"

5'-1112"

4'-6"

PROJECT MGR:

20" TYP. 0'-5"

10'-2"

PSI

R5'-0"

10'-0"

9'-3"

8'-33 4"

4'-514"

SEAL:

06.03.09

R5'-0" TYP. R1'-0" TYP.

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 (340) 777-2345 www.springlinearchitects.com

5'-412"

7'-112" 1'-4"

10'-0"

12'-113 4"

22'-714"

10'-0" TYP.

3'-6"

16'-0"

18'-7"

4'-012"

8'-6"

8'-03 4" 1'-9" 18'-612"

SUBMISSION

31'-4"

10'-73 4"

6'-0"

(3) 12" TREADS

DATE

3'-0"

2'-6"

2'-0" TYP.

R10'-0"

REV.

5'-0" TYP.

7'-114"

5'-0" 5'-0"

R2'-3" TYP.

6'-0"

1'-0"

BASE SHEET

10'-0"

7'-10"

6'-0"

11'-0" 2'-0" TYP.

4'-10"

06.03.09

2'-6"

3'-6"

4'-0"

15'-1012"

10'-8"

1'-0"

2'-0"

0'-8"

5'-0"

16'-0"

0'-6" TYP.

30'-4"

7'-0"

(1) 12" TREAD

2'-6" R5'-0" TYP

5'-4"

2'-6" 7'-0"

1'-0"

6'-0"

R1'-6" TYP.

4'-0"

2-0" TYP.

18'-2"

2'-0" 9'-73 4"

10'-0"

24'-814"

7'-0"

3'-33 4"

17'-0"

1'-0" TYP.

7'-0" 25'-0"

17'-0"

7'-0"

23'-0"

7'-0"

R2'-0" TYP.

(4) 12" TREADS TYP.

5'-0" TYP.

14'-214"

5'-012"

9'-0"

11'-9"

R7'-0"

4'-5"

8'-43 4"

6'-4"

6'-0"

R1'-8"

R12'-0"

1'-0"

7'-212"

12'-0"

R19'-6"

7'-1014"

1'-0" 18'-8"

3'-8" R9'-0"

9'-0"

1'-0"

7'-10"

4'-0"

20'-0"

10'-614"

9'-412"

8'-1" 2'-914" 5'-5"

10'-314"

3'-9"

2'-0" 6'-0"

13'-0"

7'-0"

R2'-0" TYP.

4'-0"

3'-0"

10'-23 4"

2'-0" 7'-0"

2'-0"

4'-6" 2'-0"

11'-23 4"

(3) 12" TREADS

8'-812"

6'-0"

4'-014"

12'-6"

15'-3"

16'-0"

1'-0" TYP.

4'-0"

2'-6"

10'-0" 5'-0" TYP.

11'-0"

4'-0"

7'-0" 2'-6"

3'-2"

2'-0"

2'-0" 8'-6"

1'-0"

0'-8"

1'-0" TYP.

2'-6"

7'-3"

4'-0" 6'-0"

2'-6"

4'-512"

(1) 12" TREAD

ALIGN BOTTOM of WALL BOTTOM OF POOL CENTER LINE EQUAL FACE of BUILDING FACE OF WALL POOL SHELF LEVEL RADIUS TREADS TOP of WALL TYPICAL WITH

0'-11" 13'-93 4" 0'-103 4"

PROJECT ID: 050-07-1

1'-314"

OWNER:

R8'-0"

19'-112"

0'-1114"

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

26'-212"

R10'-6"

12'-43 4"

5'-03 4"

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

4'-212" 6'-812"

SHEET TITLE: 16'-912"

LANDSCAPE LAYOUT PLAN

R2'-0" 29'-11" R3'-0"

SHEET NUMBER:

R7'-6" R2'-0" TYP. 1'-914"

LA-02

GRADING NOTES 11.00

1. ALL FINISH GRADE ELEVATIONS (SOIL LEVEL) SHALL BE TWO (2) INCHES BELOW ADJACENT PAVING OR WALL ELEVATION.

4:1 SLOPE 10.00

SCALE: 1" = 10'

9.00

2. ALL WALKS, TERRACES AND SIMILAR PAVED SURFACE TO HAVE A MINIMUM 1.0% AND MAXIMUM 2.0% CROSS SLOPE AND SHALL MEET ALL LOCAL REQUIREMENTS.

8.00

7.00

3. ALL PROPOSED PAVING SURFACES SHALL MEET ADJACENT PAVING SURFACES IN A SMOOTH CONTINUOUS MANNER, FLUSH ALONG ENTIRE COMMON EDGE.

6.00

5.00

4. A MINIMUM 2.0% POSITIVE FLOW AWAY FROM ALL STRUCTURES SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED.

4.00 4:1 SLOPE

5. A MINIMUM 1.0% POSITIVE FLOW SHALL BE MAINTAINED AWAY FROM ALL SWIMMING POOLS AND WATER FEATURES. 6. ALL RAMPS INDICATED SHALL NOT EXCEED 12:1 OR 8.33% SLOPE AND SHALL MEET ALL LOCAL REQUIREMENTS.

12.00 FS+

+3.50 LP

RAMP 20:1

7. ALL STAIRS ARE TO HAVE APPROPRIATE NUMBER OF RISERS AS DETERMINED IN THE FIELD. 8. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES, STREET/SITE IMPROVEMENTS AND FINISH GRADE ELEVATIONS WITH CIVIL ENGINEER'S PLANS.

RAMP 20:1

12.50 FS+

+11.50 FS

RAMP 20:1

9. INFORMATION INDICATED ON THESE PLANS IS DEPICTED TO SHOW GRADING DESIGN INTENT ONLY, FINAL GRADING/DRAINAGE PLANS SHALL BE DOCUMENTED BY A CERTIFIED CIVIL ENGINEER FOR PURPOSES OF CONSTRUCTION.

WL 11.00 PB 9.50

TWW 13.00 WL 12.50 PB 11.00

13.00 FS +

Grading Legend BP BW CB DD FF FG FS HP LP PB PC PSL TCB TDD TTD TYP TW TWW WH WL

+13.00 FS WL 11.00 PB 9.50

+ 13.00 FS

+12.925 TDD

TWW 13.00 WL 12.50 PB 11.00

+11.50 FS

TW 18.50

+12.85 FG

+12.85 TDD

+16.00 FS

13.00 PC +

+12.85 FG

+ 13.00 PC

+ FS 12.80

+ 13.00 FS

+12.925 TDD

12.65 FG + +12.925 TDD

TW 15.50

WL 16.00 PB 14.50

+ +13.00 13.00 PC PC

TCB 12.60 TW 18.00

PC 16.50

(2) 6" RISERS (2) 6" RISERS TPDC 15.00 TW 18.00

13.00 PC +

12.65 FG +

C:\Users\Casey\Desktop\St. John - Auberge at Pond Bay\SCI-Submittal PKG\SCI-Grading Plan.dwg, 30x42, 6/1/2009 6:49:38 PM, 12:12

(7) 6" RISERS TW 10.00 TW 15.50 SD 9.25 TW 10.00

13.00 PC + + 9.50 FS

+ 13.00 PC + 12.85 TDD

RAMP 12:1

9.50 PC +

13.00 PC +

TW 10.00

9.50 PC +

9.00 PC +

9.50 PC +

+ 9.35 TDD

9.50 FS + + 9.50 PC

+ 9.35 TDD

8.90 TDD +

6.00 FG + TW 10.00

9.50 FS +

WL 9.00 PB 4.00

+9.00 PC

+ 9.50 PC

15.85 FG + TW 16.50

+12.925 TDD

TW 15.00 FG 14.85

TCB 14.70 15.00 FS + 14.90+ TDD

+ 13.00 PC

+14.85 FG +15.00 FS

13.00 PC +13.00 + PC

+14.90 TDD

06.03.09

TW 13.00 FG 12.85

REV.

BASE SHEET

DATE

SUBMISSION

(2) 6" RISERS

TW 16.00

+12.65 FG + 13.00 PC

9.50 PC +

+ 9.35 TDD

TW 16.50

TPDC 15.00

9.50 WL 9.00 PC PB 8.50 +

+ 9.50 PC

WL 16.00 PB 14.50

(4) 6" RISERS

+13.00 FS

TRW 14.00 (2) 12" WATER RISERS

PC 16.50

15.00 FS +

+12.925 TDD

WL 9.00 PB 8.50

+ 9.50 PC

+9.00 FS

+ 12.85 TDD

TW 18.50

RAMP 20:1

14.90 +TDD

+12.85 FG

+ 13.00 PC

WL 14.00 PB 9.00

+ 9.35 TDD

+6.50 FS

13.00 PC +

WL 14.35 PB 13.50

+16.00 FS

+12.85 TDD

13.00 PC +

+14.85 FG

14.90+ TDD

WL 14.50 PB 13.00

+ 13.00 PC

+12.925 TDD

WL 9.00 PB 8.50

RAMP 12:1

+12.85 FG

+16.00 FS

15.00 FS +

+ 13.00 FS

+12.925 TDD

13.00 PC + +12.925 TDD

15.85 FG +

TCB 14.70 +12.85 TDD

+ 13.00 PC

+ 12.85 TDD

+ FG 15.35

Base of Pool Bottom of Wall Catch Basin Deck Drain Finished Floor Level Finished Grade Finished Surface High Point Low Point Pool Bottom Pool Coping Pool Shelf Level Top of Catch Basin Top of Deck Drain Top of Trench Drain Typical Top of Wall Top of Water Wall Weep Hole Water Level

WL 14.50 PB 13.00

+15.00 FS

12.80 FS +

WL 9.00 PB 8.50

(7) 6" RISERS + 12.60 TCB

+13.00 FS

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 (340) 777-2345 www.springlinearchitects.com

WL 12.50 PB 11.00 TWW 14.50

+12.65 FG

9.50 PC+ + 9.50 FS

+ PB 4.50 WH + 8.90 TDD

9.50 FS +

RAMP 12:1

(4) 6" POOL RISERS

13.50 FS +

9.50 FS + + 9.00 PC

+ PB 8.50 +9.00 PC

8.90 TDD +

RAMP 12:1

+11.50 FS RAMP 20:1

RAMP 12:1

+3.50 LP

14.50 FS +

DATE:

DRAWN BY:

+12.90 CB

+ 8.90 TDD

9.00 PC +

CMC

0 4.0

9.50 FS +

REVIEWED BY:

5.0

TW 10.00 6.00 FG +

9.50 FS +

+ 8.90 TDD

SEAL:

06.03.09

+ 8.90 TDD

+8.90 TDD

SITE CONCEPTS INTERNATIONAL 751 South Orange Ave. Sarasota, FL 34236 U.S.A. ph. (941) 330-1034 fax (941) 330-1035 e-mail: mail@scidesigns.com

4:1 SLOPE

TW 15.00 TW 13.00 TW 8.00

+13.50 FS

+11.50 TD

PSI .00

PROJECT MGR:

4:1 SLOPE RAMP 20:1

+13.50 FS

+13.00 FG 9.50 FS +

PROJECT:

8.0

13.50 FS +

PSI

7.0

POND BAY

9.0

.00 10

13.50 FS + WH

.00 11 +12.90 CB

PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC

RAMP 20:1

5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 +11.50 TD

BUILDING NAME:

SHEET TITLE:

LANDSCAPE GRADING PLAN

12.00 FS +

+11.50 FS

SHEET NUMBER:

LA-03

TREE LEGEND

LARGE SPECIMEN TREE

(SPECIES TO BE SELECTED)

SCALE: 1" = 10' MEDIUM CANOPY TREE

SMALL ACCENT TREE

(SPECIES TO BE SELECTED)

LARGE SPECIMEN PALM

(SPECIES TO BE SELECTED)

COCONUT PALM

ACCENT FAN LEAF PALM

(SPECIES TO BE SELECTED)

ACCENT FEATHER LEAF PALM

C:\Users\Casey\Desktop\St. John - Auberge at Pond Bay\SCI-Submittal PKG\SCI-Tree Plan.dwg, 30x42, 6/1/2009 6:50:38 PM, 12:12

UPRIGHT SCREEN PLANTING

(SPECIES TO BE SELECTED)

06.03.09 REV.

BASE SHEET

DATE

SUBMISSION

6100 RED HOOK QUARTERS, SUITE E2-1 ST. THOMAS, VI 00802 (340) 777-2345 www.springlinearchitects.com

SITE CONCEPTS INTERNATIONAL 751 South Orange Ave. Sarasota, FL 34236 U.S.A. ph. (941) 330-1034 fax (941) 330-1035 e-mail: mail@scidesigns.com

DATE:

SEAL:

06.03.09 DRAWN BY: CMC REVIEWED BY: PSI PROJECT MGR: PSI PROJECT:

POND BAY PARCELS 126, 272, 488D, 488E, 488F ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER ST JOHN, US VIRGIN ISLANDS PROJECT ID: 050-07-1 OWNER:

FIRST AMERICAN DEVELOPMENT GROUP / CARIB, LLC, USVI LLC 5000 ESTATE ENIGHED PMB 245 ST JOHN VI 00830 BUILDING NAME:

SHEET TITLE:

LANDSCAPE TREE PLAN SHEET NUMBER:

LA-04