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'
C:\
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\St.
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/1/2
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6:47
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PM, 1
2:12
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:
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]
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'
C:\
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\Des
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\St.
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- A
uber
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9 6:
48:3
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:
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]
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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LANDSCAPETREE PLAN
LA-04
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]
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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NA89001_Structural S001 (1)NA89001_Structural S101 (1)NA89001_Structural S102 (1)NA89001_Structural S201 (1)NA89001_Structural S202 (1)NA89001_Structural S203 (1)NA89001_Structural S204 (1)NA89001_Structural S205 (1)NA89001_Structural S301 (1)NA89001_Structural S302 (1)NA89001_Structural S501 (1)BINDED SET.pdf09180 M3-00-30x4209180 M3-01-30x4209180 M3-02-30x4209180 M4-01-30x4209180 M7-00-30x4209180 M7-01-30x4209180 M7-02-30x4209180 E1.00-30x4209180 E1.01-layout09180 E1.02-layout09180 E1.03-layout09180 E2-01-30x4209180 E3-01-30x4209180 E3-02-30x4209180 E4-01-30x4209180 E5-01-30x4209180 E5-02-30x4209180 E6-01-30x4209180 E6-02-30x4209180 E7-01-30x4209180 E8-01-30x4209180 E9-01-30x4209180 P2-01-30x4209180 P4-01-30x4209180 P5-02-30x4209180 P7-01-30x4209180 P9-01-30x42