pond bay house

21

2

4

5

3

4

6

5

3

3

7

7

3

6

11

9

9

3

12

12

3

13

16

16

14

17

13

27

17

14

17

25

24

2223

22

21

20

20

26

20

19

18

18

28

17

32

31

42

33

34

33

36

37

35

31

43

31

8

30

8

30

29

17

28

17

45

55

20

42

46

41

38

39

4948

48

48

49

49

51

52

49

47

44

40

46

47

32

5049

15

15

42

42

35

31

31

31

30

30

30

30

30

30

30

48

48

48

49

51

52

41

46

53

45

20

54

54

29

16

20

18

18

18

3

9

10

10

10

10

6

20 LANDSCAPECALLOUT

LA-01

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:

ALL INFORMATION CONTAINED HEREIN IS THE PROPERTY OFSPRINGLINE ARCHITECTS L.L.C. THE CONCEPTS, IDEAS,DESIGNS AND DETAILS AS SHOWN ON THE DOCUMENTS WERECREATED, DEVELOPED, AND PRESENTED FOR USE ON THISSPECIFIC PROJECT AND SHALL NOT BE REUSED FOR ANYPURPOSE WHATSOEVER WITHOUT THE WRITTEN CONSENT OFSPRINGLINE ARCHITECTS L.L.C. THE OWNER SHALL BEPERMITTED TO RETAIN COPIES FOR INFORMATIONAND REFERENCE PURPOSES ONLY.

PROJECT ID:

PROJECT:

SHEET NUMBER:

6100 RED HOOK QUARTERS, SUITE E2-1ST. THOMAS, VI 00802

(340) 777-2345www.springlinearchitects.com

5000 ESTATE ENIGHED PMB 245ST JOHN VI 00830

REV. DATE SUBMISSION

BUILDING NAME:

FIRST AMERICAN DEVELOPMENTGROUP / CARIB, LLC, USVI LLC

050-07-1

POND BAYPARCELS 126, 272, 488D, 488E, 488F

ESTATE CHOCOLATE HOLE NO. 11 CRUZ BAY QUARTER

ST JOHN, US VIRGIN ISLANDS

06.03.09 BASE SHEET

CMC

PSI

PSI

06.03.09

SITE CONCEPTS INTERNATIONAL751 South Orange Ave.Sarasota, FL 34236 U.S.A.ph. (941) 330-1034fax (941) 330-1035e-mail: [email protected]

CALLOUT LEGEND

1 Vehicular Specialty Paving at Entry Motor Court

2 Concrete Curb3 Modular Cast or Stone Pedestrian Courtyard Paving Variation A

4 Ornamental Water Trough with Outer Raised Wall5 Low Modular Concrete Screen Wall with Plaster Finish and Stone or Cast Cap6 Decorative Metal Gate at Entry Pavilion7 Seating Niche with Decorative Tile Bench

8 Large Tree Well set into Paving9 Modular Cast or Stone Pedestrian Courtyard Paving Variation B10 Small Tree Well set into Paving

11 Modular Cast or Stone Pedestrian Courtyard Paving Variation C12 Low Podium Base Wall with Stone or Cast Cap with Decorative Open Metal

Screen along top

13 Modular Cast or Stone Pedestrian Courtyard Paving Variation D

14 Wood Boardwalk Deck Variation A15 Architectural Trellis Structures per Architect16 Ornamental Pond with Architectural Coping Edge17 Ornamental Pond Bottom and Boulder Edge18 Circular Cast Concrete Tree Wells with Stone or Cast Cap19 Overflow Weir Wall with Stone Veneer on Outer Face20 Typical Modular Precast Paving on Walkway

21 Modular Cast or Stone Pedestrian Paving at Bocce Terrace22 Low Modular Concrete Seat Wall and Pilaster Column with Plaster and

Stone/Cast Finish23 Sand Bocce Ball Court with Cast Concrete Curb at Edge

24 Architectural Overlook Pavilion per Architect25 Cast or Modular Concrete Retaining Wall at Retention Pond26 Open Metal Rail Security/Safety Fence with Self Closing/Latching Gate27 Curved Steps at Landing28 Wood Boardwalk Deck Variation B29 Low Modular Concrete Planter Wall with Plaster Finish and Stone or Cast Cap30 Modular Cast or Stone Pool Terrace Paving Variation A31 Modular Cast or Stone Pool Terrace Paving Variation B32 Ramp with Low Curb Wall each side (Paving to match #31)33 Raised Pool Overflow Bond Beam Wall with Overflow to Continuous Trough at

Outer Coping Edge34 Shallow Pool Shelf with Specialty Tile35 Decorative Water Urn Overflowing to Pool36 Typical Pool Tile Treatment on Pool Walls and Bottom37 Stepped Overflow Horizon Edge Pool Structure to Shallow Pool below38 Pool with Tile Bottom39 Curved Pool Steps40 Beach Entry Treatment at Pool with 10:1 Slope and Tile or Specialty Plaster

Bottom41 Gas Light Lantern Features

42 Shallow Pool with Tile Bottom43 Pool Shower Feature with Shower mounted onto Wall44 Interactive Water Play Concrete Columns with Stone or Cast Veneer45 Shallow Ornamental Water Feature with Stone or Cast Cap featuring

Overflow Scuppers to Pond below.46 Boulder Treatment at Pool Edge47 Typical Pool Coping Edge48 Circular Pool Cabana Structure with Raised Platform49 Beachside Concrete Retaining Wall with Stone or Cast Veneer and Cap50 Recessed Security/Safety Gate set between Wall Structures51 Freestanding Security/Safety Gate with Posts each side52 Circular Staircase to Beach with Handrail (Paving to match #31)53 Modular Concrete Freestanding Screen Wall with Plaster Finish and

Stone/Cast Cap54 Recessed Service Ramp with Modular Concrete Retaining Wall ascending on

both sides (Paving to match #20)55 Decorative Concrete Water Columns with Tile Veneer56 Steps with Wing Wall and Railing Each Side (Paving to Match #31)

SCALE: 1" = 10'

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8'-812"

2'-0"

6'-0"

4'-0"

9'-10"

4'-0"6'-0"

8'-0"

3'-0"

4'-512"

18'-11"

0'-8" 5'-4"

4'-10"

18'-8"

4'-10"10'-8"

5'-4"18'-2"

31'-4"

6'-0"

23'-0"

7'-0"9'-0"

7'-0"

7'-0"

7'-0"

1'-0"

1'-0"

1'-0"

1'-0"7'-0"9'-0"

7'-3"

7'-0"

1'-0"

1'-0"2'-6"

2'-0"

2'-6"2'-0"7'-0"

7'-0" 1'-0"

2'-6"

2'-0"

2'-6"2'-0"

7'-0"

1'-0"

3'-2"

10'-0"

0'-8"

15'-3"

6'-4"

3'-33 4"5'-012"

??????????

7'-212"

7'-10"

?????

7'-10"

7'-114"

R2'-0" TYP.

R2'-0" TYP.

??????

17'-0"

22'-714"

3'-0"

10'-0"

0'-8"

4'-012"

5'-0" TYP.

9'-73 4"

25'-0"

5'-0" TYP.

5'-0" TYP.

????????????

5'-412"

10'-73 4"?????

10'-0" TYP.

5'-73 4"

2'-6"

4'-0"

5'-6"

21'-012"

14'-1112"

51'-2"20'-2"

19'-1112"

13'-93 4"

26'-212"

49'-312"

12'-43 4"

1'-0" TYP.

1'-0" TYP.

1'-0" TYP.

R7'-9"

20" TYP.

R10'-6"

R7'-6"

1'-914"

29'-11"

R2'-0"

R3'-0"

R2'-0" TYP.

16'-912"

6'-812"

4'-212"

5'-03 4"

11'-33 4"33'-514"

R8'-0"

0'-103 4"

0'-11"

R13'-8"

19'-112"0'-1114"

R12'-6"

6'-1014"0'-5"

R2'-6"

15'-714"

1'-1112"

R10'-9"

R5'-0"

1'-7"

1'-314"

R2'-0" TYP.

9'-514"

15'-11"

8'-43 4"3'-9"

3'-0"

3'-0" 3'-0"

14'-0"

1'-0" TYP.2'-6"

2'-6"2'-0"

11'-0"

5'-03 4"

9'-4"

16'-0"

8'-53 4"

???????????

6'-512"

5'-93 4"

R2'-0" TYP.

?????

7'-112"

??????

3'-8"

R2'-0" TYP.

10'-0"

16'-0"

4'-0"

2'-0"

4'-0"

6'-0"

1'-0" TYP.

5'-0"

2'-0"

27'-0"

7'-6"6'-6"

7'-6"

12'-0"

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

5'-0"

6'-0"

3'-6"

5'-0" 8'-6"

5'-0"

16'-0"

6'-0"

16'-0"

4'-0"

2'-0"

8'-3"

11'-9"

2'-0"

20'-0"

17'-0"

4'-0"

4'-0"

R1'-6" TYP.

2'-6" 3'-6"

2'-6"

(4) 12" TREADSTYP.

1'-0" TYP.

4'-0"

11'-0"5'-0"

6'-0"

10'-0"

6'-0"

1'-0"

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

0'-6" TYP.

1'-0"

5'-0"

2-0" TYP.

R20'-0"

(3) 12" TREADS

(5) 12"TREADS

(6) 12"TREADS TYP.

8'-2"

5'-0"

21'-0"

(1) 12" TREAD

(1) 12" TREAD

(3) 12" TREADS

1'-0" TYP.

2'-8"

4'-4"

3'-4"

1'-0"

0'-6"

4'-4"

3'-4"

1'-0"

8'-0"

26'-0"4'-0"

16'-0"

4'-0"8'-6"

4'-6"

3'-6"2'-10"

1'-0" TYP.

6'-0" 5'-0"

4'-014"

R9'-0"

3'-0"

10'-0"

R1'-8"

R19'-6"

R33'-6"

3'-0"

4'-8"

4'-8"

0'-5"

R1'-0" TYP. R9'-0"

R27'-0"

4'-3"

R25'-0"

18'-7"18'-612"

12'-4"

25'-10"

8'-1012"

0'-10"

4'-1112"

10'-914"

17'-8"

R15'-0"

R25'-0"

8'-0"

4'-4"

(5) 12" TREADSTYP.

??????

R39'-0"

5'-0"

21'-1114"

1'-0" TYP.

R13'-6"

3'-412"

15'-612"

18'-212"

6'-10"

5'-83 4"

5'-1112"

6'-9"

3'-8"

10'-0"

10'-2"

4'-6"

R2'-3" TYP.R5'-0" TYP.

5'-23 4"

6'-7"

1'-0"

R6'-6"

3'-10"

9'-3"

2'-13 4"

8'-33 4"

R12'-0"6'-2"R5'-9"

4'-514"4'-0"

R12'-6"

2'-5"3'-4"

2'-314"

1'-0"

R13'-0"

(2) 12" TREADS

5'-0" TYP.

1'-4"

1'-9"8'-03 4"

R6'-9"

6'-1114"

R7'-0"

21'-612"

??????

4'-23 4"

5'-614"1'-5"

3'-014"

5'-93 4"

3'-212"

3'-53 4"0'-9"

14'-1012"

20'-514"6'-83

4"

3'-11"

21'-012"

27'-012"

30'-4"

7'-1012"

R10'-0"

R5'-0" TYP

R2'-3" TYP.

R7'-0"

12'-6"

8'-3"

3'-0" TYP.

13'-0"

11'-23 4"

10'-414"10'-23 4"

10'-614"10'-314"

9'-412"

8'-53 4"

8'-1"8'-114"

7'-1014"7'-0"5'-5"2'-9

14"

5'-0" TYP.

12'-113 4"

R13'-0"

R12'-0"

14'-214"

24'-814"

R4'-113 4"

15'-1012"

4'-5"

5'-0"7'-6"

10'-03 4" 7'-6"

12'-8"

63'-33 4"

56'-4"

29'-8"

29'-8"

R10'-1"

2'-0"

R15'-1"

8'-714"

R9'-10"

23'-814"2'-512"

R2'-0" TYP.

6'-33 4"

8'-6"

9'-114"

8'-63 4"

6'-714"

4'-73 4"

3'-312"

2'-5"

6'-23 4"

1'-113 4"

1'-1112"

8'-1014"

12'-914"

17'-10"

17'-712"

17'-63 4"

3'-0" TYP.

15'-33 4"

13'-73 4"

13'-712"

15'-5"

17'-73 4"

19'-812"

21'-5"

22'-314"

22'-33 4"

23'-1012"

23'-012"

22'-1"

14'-103 4"

3'-0" TYP.

17'-0"

17'-014"

17'-612"

18'-8"

20'-6"

23'-414"

25'-914"

27'-212"

27'-103 4"

27'-1112"

27'-514"

26'-612"

25'-8"

24'-912"

24'-012"

23'-53 4"

(1) 12" TREAD

9'-0"

LANDSCAPELAYOUT PLAN

LA-02

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:





BUILDING NAME:


050-07-1




06.03.09 BASE SHEET

CMC

PSI

PSI

06.03.09


Layout LegendALN ALIGNBW BOTTOM of WALLBP BOTTOM OF POOLCL CENTER LINEEQ EQUALFOB FACE of BUILDINGFOW FACE OF WALLPS POOL SHELF LEVELR RADIUSTs TREADSTW TOP of WALLTYP TYPICALW/ WITH

CONSTRUCTION LAYOUT NOTES

1. ALL DIMENSIONS SHOWN ARE TAKEN FROM FACE OFCURB, EDGE OF PAVING, FACE OF WALL, UNLESSOTHERWISE NOTED ON PLANS. THE DIMENSIONS SHOWNARE FOR REFERENCE PURPOSES.

2. ALL RADII AND CURVES INDICATED SHALL HAVECONTINUOUS / SMOOTH TRANSITIONS WITHOUT ABRUPTCHANGES, BENDS OR FACETED EDGE.

3. ALL FORMS AND ALIGNMENTS OF SITE FEATURES TO BEINSPECTED AND APPROVED BY THE OWNER'SREPRESENTATIVES PRIOR TO INSTALLATION.

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

5. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIESPRIOR TO CONSTRUCTION AND SHALL BE HELD LIABLEFOR ALL DAMAGES INCURRED.

6. ALL CONSTRUCTION SHALL CONFORM TO THE MOSTRECENT BUILDING CODES PREVALENT AT THE TIME OFCONSTRUCTION.

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

8. CONDITIONS NOT SPECIFICALLY SHOWN SHALL BECONSTRUCTED SIMILAR TO THE DETAILS FOR THERESPECTIVE MATERIALS.

9. THE DRAWINGS REPRESENT THE DESIGN INTENT OF THEFINISHED STRUCTURE, ALL BRACING, TEMPORARYSUPPORTS, SHORING, ETC., IS THE SOLE RESPONSIBILITY OFTHE CONTRACTOR. OBSERVATION VISITS, IF ANY, TO THEPROJECT SITE BY THE LANDSCAPE ARCHITECT DO NOTINCLUDE THE INSPECTION OF CONSTRUCTION METHODSAND OF THE SAFETY CONDITIONS AT THE PROJECT SITE.

10. DESIGN MATERIAL, EQUIPMENT AND PRODUCTS OTHERTHAN THOSE INDICATED IN THE DRAWINGS SHALL NOT BECONSIDERED UNLESS PRIOR APPROVAL IS OBTAINEDFROM THE OWNER'S REPRESENTATIVE, LANDSCAPEARCHITECT AND THE APPLICABLE LOCAL GOVERNINGCODE AUTHORITY.

SCALE: 1" = 10'

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3 PM

, 12:

12

WL 16.00PB 14.50

PC 16.50TW 18.50

WL 16.00PB 14.50

PC 16.50TW 18.50

+16.00 FS

+16.00 FS

TW 16.50

RAMP20:1

15.00 FS +

TW 16.50

+14.85 FG

15.85 FG +

TCB 14.70

+14.85 FG

TCB 14.7015.85 FG +

(2) 6" RISERS

+16.00 FS

15.00 FS+

15.00 FS +14.90+ TDD

(2) 6" RISERS

TW 18.00TPDC 15.00(2) 6" RISERS

+15.00 FS

WL 14.50PB 13.00

WL 14.50PB 13.00

TW 15.00

+15.00 FS

(4) 6" RISERS

TWW 14.50

WL 12.50PB 11.00

FG 14.85

TW 13.00FG 12.85

TW 8.00TW 13.00TW 15.00

+13.50 FS

+13.50 FS

+13.00 FG

+12.90 CB

+14.90 TDD

RAMP20:1

RAMP20:1

+12.90 CB

+11.50 FS

12.00 FS +

+11.50 TD

13.50 FS +

13.50 FS +

14.50 FS +

RAMP20:1

+11.50 TD

13.50 FS +

TW 15.50

+ FG 15.35

+12.85 TDD

13.00 PC+

+12.85 TDD

13.00 PC+ +

13.00FS

+12.85 TDD

13.00 PC+

+13.00

FS

+13.00

FS

+12.925TDD

+12.85FG

+12.85FG

+12.85FG

+12.85FG

+13.00

PC

+13.00

PC

+13.00

PC

+13.00

PC

+13.00PC

+13.00PC

+12.85 TDD

+13.00

PC

13.00PC+

+12.85 TDD

+13.00

PC

13.00PC+

+12.85 TDD

+13.00

PC

13.00PC+

+12.925TDD

+12.925TDD

+12.925TDD

+12.925TDD

13.00 PC+

+12.925TDD

13.00 PC+

+12.925TDD

13.00 PC+

+12.925TDD

13.00 PC+

WL 11.00PB 9.50

PB 11.00WL 12.50

TWW 13.00

PB 11.00WL 12.50

TWW 13.00

WL 11.00PB 9.50

13.00 FS+

12.65 FG+

+ FS 12.80

+13.00 FS

12.65 FG+

TCB 12.60TW 18.00

13.00 PC +

(7) 6" RISERSTW 10.00TW 15.50

SD 9.25

WL 14.35PB 13.50

WL 14.00PB 9.00

RAMP12:1

RAMP12:1

TW 10.00

+9.50FS

+13.00FS

+13.00FS

+12.65FG

+ 13.00PC

+ 12.60 TCB

12.80 FS +

+12.65FG

RAMP12:1

+11.50FS

RAMP12:1

9.50 FS+

+9.50FS

(7) 6" RISERS

TRW 14.00

WL 9.00PB 8.50

(2) 12" WATERRISERS

+9.35 TDD

+9.35 TDD

9.50PC+

+9.35 TDD

+9.50PC

+9.50PC

+9.50PC

+9.50PC

9.50 PC+

9.50PC+

9.50PC+

9.50PC+

9.50PC+

WL 9.00PB 8.50

WL 9.00PB 8.50

WL 9.00PB 8.50

+9.35TDD

+9.35TDD

WL 9.00PB 4.00

+ PB 4.50

(4) 6" POOLRISERS

9.00 PC+

+9.00 PC

+ PB 8.50

+9.00 PC

9.00 PC+

+ 9.00 PC

9.50 FS +

9.50 FS +

9.50 FS +

9.50 FS +

9.50 FS +

9.50 FS +

WH

WH

WH

6.00 FG +

TW 10.00

TW 10.00

6.00 FG +

+6.50 FS

RAMP12:1

+9.00 FS

TW 10.00

+ 8.90 TDD

8.90 TDD +

+8.90 TDD

+8.90 TDD

+8.90 TDD

+8.90 TDD

8.90 TDD +

TPDC 15.00TW 16.00

14.90 +TDD

14.90+ TDD

12.50 FS+

+11.50 FS

+11.50 FS

12.00 FS+

RAMP20:1

RAMP20:1

RAMP20:1

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.00

4:1 SLOPE

4:1SLOPE

4:1SLOPE

4:1SLOPE

+3.50 LP

+3.50 LP

4.00

5.00

6.00

7.00

8.00

9.00

10.00

11.00

LANDSCAPEGRADING PLAN

LA-03

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:





BUILDING NAME:


050-07-1




06.03.09 BASE SHEET

CMC

PSI

PSI

06.03.09


GRADING NOTES

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

2. ALL WALKS, TERRACES AND SIMILAR PAVED SURFACE TOHAVE A MINIMUM 1.0% AND MAXIMUM 2.0% CROSSSLOPE AND SHALL MEET ALL LOCAL REQUIREMENTS.

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

4. A MINIMUM 2.0% POSITIVE FLOW AWAY FROM ALLSTRUCTURES SHALL BE MAINTAINED UNLESS OTHERWISESPECIFIED.

5. A MINIMUM 1.0% POSITIVE FLOW SHALL BE MAINTAINEDAWAY FROM ALL SWIMMING POOLS AND WATERFEATURES.

6. ALL RAMPS INDICATED SHALL NOT EXCEED 12:1 OR 8.33%SLOPE AND SHALL MEET ALL LOCAL REQUIREMENTS.

7. ALL STAIRS ARE TO HAVE APPROPRIATE NUMBER OF RISERSAS DETERMINED IN THE FIELD.

8. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL VERIFYALL UTILITY LOCATIONS, EXISTING DRAINAGE STRUCTURES,STREET/SITE IMPROVEMENTS AND FINISH GRADEELEVATIONS WITH CIVIL ENGINEER'S PLANS.

9. INFORMATION INDICATED ON THESE PLANS IS DEPICTED TOSHOW GRADING DESIGN INTENT ONLY, FINALGRADING/DRAINAGE PLANS SHALL BE DOCUMENTED BYA CERTIFIED CIVIL ENGINEER FOR PURPOSES OFCONSTRUCTION. Grading Legend

BP Base of PoolBW Bottom of WallCB Catch BasinDD Deck DrainFF Finished Floor LevelFG Finished GradeFS Finished SurfaceHP High PointLP Low PointPB Pool BottomPC Pool CopingPSL Pool Shelf LevelTCB Top of Catch BasinTDD Top of Deck DrainTTD Top of Trench DrainTYP TypicalTW Top of WallTWW Top of Water WallWH Weep HoleWL Water Level

SCALE: 1" = 10'

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2:12

LANDSCAPETREE PLAN

LA-04

DATE:

DRAWN BY:

REVIEWED BY:

PROJECT MGR:

SEAL:

OWNER:

SHEET TITLE:


PROJECT ID:

PROJECT:

SHEET NUMBER:





BUILDING NAME:


050-07-1




06.03.09 BASE SHEET

CMC

PSI

PSI

06.03.09


TREE LEGEND

SCALE: 1" = 10'LARGE SPECIMEN TREE (SPECIES TO BE SELECTED)

MEDIUM CANOPY TREE (SPECIES TO BE SELECTED)

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 (SPECIES TO BE SELECTED)

UPRIGHT SCREEN PLANTING (SPECIES TO BE SELECTED)

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