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COPYRIGHT 2011 O'BRIEN, SUITER & O'BRIEN, INC.
O'IDraceb ski Fl 'ERA!.CAMGxdIi1 70.gxd -- iPIO ^PO 11 -- iP:A2PA.9 -- Scale 1: 1PO.OMO
SSMH = SANITARY SEWER MANHOLE
L.S. = LIFT STATION
+3.41 = ELEVATION BASED ON NA TIONAL
GEODETIC VERTICAL DATUM 1929 SOURCE.
FLORIDA GEOLOGICAL SURVEY BENCH MARK
'8 -35"
FLOOD ZONE- A5 (EL 7)
APPROVED SET
t
LOT 3, BLOCK 2, POL 0 FIELDS, ACCORDING TO THE PL T
THEREOF AS RECORDED IN PLA T BOOK 26, PAGE 13, PUBLIC
RECORDS OF PALM BEACH COUNTY, FLORIDA.
MAP OF BOUNDARY SURVEY
r
I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE
AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA
BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 511-17, FLORIDA
ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES.
PAUL D. ENGL E
NOT VALID WITHOUT THE SIGNATURE AND SURVEYOR A4,af' ER
57j8
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
O'BRIEN, SUI TER & O'BRIEN, INC.
LAND SURVEYORS
CERTIFICATE OF AUTHORIZATION IL B353
SURVEYOR AND MAPPER IN RESPONSIBLE CHARGE. PAUL D. ENGLE
955 N. W. 17TH A VENUE, SUI TE K -1, DEL RA Y BEACH, FL ORIDA 33445
(561) 276 -4501 732 -3279 FAX 276 -2390
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EXIST. CHAIN LINK FENCE
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100.00'
- -- - - - -- ---- - - - - -- -- - - - - -- --
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EXISTING
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..�' 39.57 o
, -- •� —�'•— 61.04
GULFSTREAM ROAD
ON
M P_ AF
SITE
LOCATION MAP
TOWN OF GULF STREAM
SITE
DATA TABLE
GROSS LOT AREA
15,030 sq.ft.
EFFECTIVE LOT AREA
15,030 sq.ft.
I
F.A.R. CALCULATIONS
EXIST.
DEMO.
NEW
NET
1st. FLOOR AREA
2,439 sq.ft.
62 sq.ft.
789 sq.ft.
3,166 sq.ft.
CEILINGS OF 15' (x2)
NA
NA
NA
NA
2nd. FLOOR AREA
NA
NA
NA
NA
1st. FLOOR COVERED PORCHES
140 sq.ft.
NA
NA
140 sq.ft.
2nd. FLOOR COVERED PORCHES
NA
NA
NA
NA
AWNINGS >3' & SCREEN ENCL. 0 50%
98 sq.ft.
NA
NA
98 sq.ft.
GARAGE
475 sq.ft.
NA
20 sq.ft.
495 sq.ft.
GROSS FLOOR AREA
3,152 sq.ft.
62 sq.ft.
809 sq.ft.
3,899 sq.ft.
TOTAL FLOOR AREA PROPOSED
3,152 sq.ft.
3,899 sq.ft.
FIRST 20,000 x .33
4,959 sq.ft.
.33
44.4%
OVER 20,000 x .20
NA
TOTAL ALLOWABLE F.A.R.
4,959 sq.ft.
TOTAL HARDSCAPE AREA
4,462 sq.ft.
REQUIRED LANDSCAPE(40% OF LOT)
6,012 sq.ft.
ACTUAL % LANDSCAPED
6,669 sq.ft.
t A O % v 0 c
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BRIDGES MARSH
ASSOCIATES, INC
CHARTERED ARCHITECTS
Eighteen Via Mizner
Palm Beach, Florida 33480
Phone: (561) 832 1533
Fax: (561) 832 1520
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RENOVATIONS T0:
ROACH
RESIDENCE
0
3560 GULFSTREAM
GULFSTREAM
FLORIDA
SI'Z'E z
PLAN
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21133
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NOTE:
ALL DRAWINGS FOR THI5 PROJECT ARE
TO BE READ IN CONJUNCTION WITii
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO• ARCHITECTURAL.
SURVEYING, STRUCTURAL, CIVIL.
MECHANICAL. ELECTRICAL. SPECIALTY
DRAWINGS. AND WRITTEN 5PEC-
IFICATION5.
CONTRACTOR TO VERIFY ALL EXISTING
51TE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES. ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT 15
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
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BRIDGES MARSH
ASSOCIATES, INC
CHARTERED ARCHITECTS
Eighteen Via Mizner
Palm Beach, Florida 33480
Phone: (561) 832 1533
Fax: (561) 832 1520
z
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0
RENOVATIONS T0:
ROACH
RESIDENCE
0
3560 GULFSTREAM
GULFSTREAM
FLORIDA
SI'Z'E z
PLAN
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21133
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NOTE:
ALL DRAWINGS FOR THI5 PROJECT ARE
TO BE READ IN CONJUNCTION WITii
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO• ARCHITECTURAL.
SURVEYING, STRUCTURAL, CIVIL.
MECHANICAL. ELECTRICAL. SPECIALTY
DRAWINGS. AND WRITTEN 5PEC-
IFICATION5.
CONTRACTOR TO VERIFY ALL EXISTING
51TE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES. ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT 15
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
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BRIDGES MARSH
ASSOCIATES, INC
CHARTERED ARCH 0CM
Eighteen Via Mizner
Palm Beach, Florida 33480
Phone: (561) 832 1533
Fax: (561) 832 1520
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PLAN
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NOTE:
ALL DRAWING5 FOR THI5 PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE. BUT
ARE NOT LIMITED TO, ARCHITECTURAL.
SURVEYING. STRUCTURAL, CIVIL.
MECHANICAL. ELECTRICAL. SPECIALTY
DRAWINGS. AND WRITTEN SPEC -
IFICATION5.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES. ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUGTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT 15
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
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BRIDGES MARSH
ASSOCIATES, INC
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Eighteen Via Mizner
Palm Beach, Florida 33480
Phone: (561) 832 1533
Fax: (561) 832 1520
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RESIDENCE
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FLORIDA
PROPOSED
FLOOR
PLAN
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NOTE:
ALL DRAWING5 FOR THI5 PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE. BUT
ARE NOT LIMITED TO, ARCHITECTURAL.
SURVEYING. STRUCTURAL, CIVIL.
MECHANICAL. ELECTRICAL. SPECIALTY
DRAWINGS. AND WRITTEN SPEC -
IFICATION5.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES. ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUGTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT 15
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
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Palm Beach, Florida 33480
Phone: (561) 832 1533
Fax: (561) 832 1520
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3560 GULFSTREAM
GULFSTREAM
PROPOSED
ROOF Z
PLAN <
L L
q
21133
0
NOTE:
ALL DRAWINGS FOR THI5 PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE. BUT
ARE NOT LIMITED TO, ARCHITECTURAL.
SURVEYING, STRUCTURAL, GVIL.
MECHANICAL, ELECTRICAL. SPECIALTY
DRAWINGS. AND WRITTEN 5PEC-
IFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT 15
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB,
1/4 " =1' -0" Q
U
z
w 179 SINN
12/29/11 Q °
ca mm �
LA
U
�ni
FRONT (EAST ELEVATION
NEW FLAT CEMI
MATCH EXISTIN(
NEW ALUMINUM
AND DOWNSPOI
At\f8' -4" (V.I.F.)
MATCH EXIST.
NEW IMPACT RE
TO MATCH EXIS
NEW MIN. %" S
TO MATCH EXIS
NEW IMPACT RE
HUNG WINDOWS
0.0
FIN.FLR.
NEW FLAT CEMENT TILE ROOF TO
MATCH EXISTING
NEW ALUMINUM GUTTERS
AND DOWNSPOUTS
-sf8' -4" (V.I.F.)
MATCH EXIST. BEAM HTG.
NEW RAISED STUCCO DECORATIVE PLANK
NEW IMPACT RATED RAISED PANEL GARAGE DOOR
NEW IMPACT RATED FRONT DOOR
W/ SIDELITES
-%0.0
FIN.FLR.
NEW ADDITION EXISTING RESIDENCE EXISTING RESIDENCE NEW ADDITION
RIGHT NORTH) ELEVATION
NEW FLAT CEN
MATCH EXISTII`
f9' -4"
YT.O.NEW BEAM
t8' -4" V.I.F.;
MATCH EXIST.
NEW ALUMINUh
AND DOWNSPO
NEW IMPACT R
SLIDING DOOR'
NEW IMPACT R
FRENCH DOOR
NEW MIN. %"
TO MATCH EXI'
0.0
FI N. FLR.
NEW FLAT CEMENT TILE ROOF TO
MATCH EXISTING
NEW ALUMINUM GUTTERS
AND DOWNSPOUTS
-,f8' -4" (V.I.F.)
MATCH EXIST. BEAM HTG.
NEW IMPACT RATED
CASEMENT WINDOWS
NEW MIN. %" STUCCO FINISH
TO MATCH EXISTING
NEW FLAT CEMENT TILE ROOF TO
MATCH EXISTING
NEW ALUMINUM GUTTERS
AND DOWNSPOUTS
�t8' -4" (V.I.F.)
MATCH EXIST. BEAM HTG.
REAR WEST ELEVATION GLASS TO WALL PERCENTAGE 48% GLASS
i I
NEW FLAT CEMI
MATCH EXISTTN(
f8' -4" V.I.F.
\AFMATCH EXIST. E
NEW IMPACT RF
HUNG WINDOWS
NEW MIN. %" S
TO MATCH EXIS
0.0
FIN.FLR.
NEW ADDITION EXISTING RESIDENCE EXISTING RESIDENCE NEW ADDITION
LEFT (SOUTH) ELEVATION
O
FIN.FLR.
W GARAGE ADDITION BEYOND W/
W MIN. %" STUCCO FINISH
MATCH EXISTING
APPROFift
L r!
2001
'�
,. [ "
�� l�r,
O 1 2 — 71.
BRIDGES MARSH
ASSOCIATES, INC
CWTM ARCffNCfS
Eighteen Via Mizner
Palm Beach, Florida 33480
Phone: (561) 832 1533
Fax: (561) 832 1520
z
Q
J
In
z
O
v
ROACH
RESIDENC:
m
0
3560 GULFSTREAM
GULFSTREAM
FLORIDA
EXTERIOR
z
ELEVATIONS a
Q
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE. BUT
ARE NOT LIMITED TO, ARCHITECTURAL.
SURVEYING. STRUCTURAL. CIVIL.
MECHANICAL, ELECTRICAL. SPECIALTY
DRAWINGS. AND WRITTEN SPEC-
IFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES. ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURMSHED
ON THE JOB.
Fm- I F=_0
i
F=] F=___1 ,
100 m
1/4" =1. -0" Q
z
12/29/11 a
MM
U
< J
! i Z//
r
BRIDGES MARSH
ASSOCIATES, INC
CWTM ARCffNCfS
Eighteen Via Mizner
Palm Beach, Florida 33480
Phone: (561) 832 1533
Fax: (561) 832 1520
z
Q
J
In
z
O
v
ROACH
RESIDENC:
m
0
3560 GULFSTREAM
GULFSTREAM
FLORIDA
EXTERIOR
z
ELEVATIONS a
Q
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE. BUT
ARE NOT LIMITED TO, ARCHITECTURAL.
SURVEYING. STRUCTURAL. CIVIL.
MECHANICAL, ELECTRICAL. SPECIALTY
DRAWINGS. AND WRITTEN SPEC-
IFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES. ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND /OR MATERIALS FURMSHED
ON THE JOB.
Fm- I F=_0
i
F=] F=___1 ,
100 m
1/4" =1. -0" Q
z
12/29/11 a
MM
U
x
x I
4+4.-7
-
x x i
x x
-- -- U MH f1'p:L] -rlHT t
I `
I
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I
I EXIST.
I GATE-
I
-6.3
L 0 T 6, B L O C K 2
EXIST. CHAIN LINK FENCE
M. x 1fl x _ x x x - x -
x - - x x x x x x x :7
x
100.00'
1H - -H H'_ , +EASEMENT MANHO E M
EXIST. SOD
POOL
PATIO
7 ,-7.68
NEW CONCRETE DECK
EXISTING POOL TO
REMAIN
r
IT
(
/
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11
c7 {
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z
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EXIST.
POOL QUIP.
I
I
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+6.6
NEW
GATE I
{
+6.9 1 7.0 -6.6 -6.8 6.7 +6 6 +6.41 A -6.1 +6.1 I
1
-POLE
F_
O
-P
?J
0
M
n
+5.7 +6.1, +5.5 +5.8 -5.9 +5.8 +5.6 +5.6
I _ . PROPOSED
EXISTING ROCK DRIVEWAY
DRIVEWAY TO BE YC4.7 REMOVED +5.0 , 5. 1 4.8 +5.0 -5.0 �`�' -5.3 - 4 7 +4.9 6' -5.1 1
I w.en.a
A CA"ICH BASIN
M r 3.41
4.0 +4.1 +L.4 +4.4 CH VARK) +4 -- - +4.1?�� ,G�7_ -r +4. +4.3
I _
+3. +3.85
86
- - 61 .04' - - - - -3.87 CATCH 83 �tN
- - +3.70 R1t
---- _ - - - - - +3.72
+3.82 +3.75
-3.81 +3.78
+3.69
MATCH EXISTING
GULFSTREAM ROAD =- f
GRADE --
4.08
1 3.97
PAVE D
10
GRADING /DRAINAGE PLAN
GRAPHIC SCALE
0 5 10 20
( IN FEET )
1 inch = 10 ft.
NEW CONCRETE DECK ❑
DATA TABLE
1
15,030 sq.ft.
EFFECTIVE LOT AREA
15,030 sq.ft.
wi
tI"� fir'
EXIST.
NEW CANVAS i f-
NEW
STE
AWNING
2,439 sq.ft.
rA 0'-b L
❑ I ------ -- - --< oo
3,166 sq.ft.
CEILINGS OF 15' (x2)
NA
II
CM
2nd. FLOOR AREA
NA
f8.30
((
s
Q. r
1st. FLOOR COVERED PORCHES
.
NA
EXISTING ONE STORY
NA
140 sq.ft.
2nd. FLOOR COVERED PORCHES
RESIDENCE TO REMAIN
1
NA
NA
AWNINGS >3' & SCREEN ENCL. ® 50%
F.F.E. = 8.2
W
NA
o
%nza
o
475 sq.ft.
Wow
v
20 sq.ft.
Q
3
w
3,152 sq.ft.
D
z
809 sq.ft.
o -
EXISTING
EXIS11NG ��� STOOP
COURTYARD GARAGE
+7.8Z
TOTAL FLOOR AREA PROPOSED
❑ -
EXI
+6.7 +6.7 1+6,5 +6.6 I + >
3,899 sq.ft.
+7.2
4,959 sq.ft.
RIM +7.35
OVER 20,000 x .20
S; EXISTING ROCK DRIVEWAY MH
L.S. TO BE REMOVED
TOTAL ALLOWABLE F.A.R.
4,959 sq.ft.
TOTAL HARDSCAPE AREA
RIM +7.20
REQUIRED LANDSCAPE(40% OF LOT)
6,012 sq.ft.
ACTUAL % LANDSCAPED
- - --
! O
(
/
I
I
11
c7 {
I
L I
z
1 I
l I
_ 1
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EXIST.
POOL QUIP.
I
I
I
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+6.6
NEW
GATE I
{
+6.9 1 7.0 -6.6 -6.8 6.7 +6 6 +6.41 A -6.1 +6.1 I
1
-POLE
F_
O
-P
?J
0
M
n
+5.7 +6.1, +5.5 +5.8 -5.9 +5.8 +5.6 +5.6
I _ . PROPOSED
EXISTING ROCK DRIVEWAY
DRIVEWAY TO BE YC4.7 REMOVED +5.0 , 5. 1 4.8 +5.0 -5.0 �`�' -5.3 - 4 7 +4.9 6' -5.1 1
I w.en.a
A CA"ICH BASIN
M r 3.41
4.0 +4.1 +L.4 +4.4 CH VARK) +4 -- - +4.1?�� ,G�7_ -r +4. +4.3
I _
+3. +3.85
86
- - 61 .04' - - - - -3.87 CATCH 83 �tN
- - +3.70 R1t
---- _ - - - - - +3.72
+3.82 +3.75
-3.81 +3.78
+3.69
MATCH EXISTING
GULFSTREAM ROAD =- f
GRADE --
4.08
1 3.97
PAVE D
10
GRADING /DRAINAGE PLAN
GRAPHIC SCALE
0 5 10 20
( IN FEET )
1 inch = 10 ft.
I1 i 3
TOWN OF GULF STREAM
SITE
DATA TABLE
0
15,030 sq.ft.
EFFECTIVE LOT AREA
15,030 sq.ft.
wi
tI"� fir'
EXIST.
DEMO.
NEW
STE
1st. FLOOR AREA
2,439 sq.ft.
rA 0'-b L
789 sq.ft.
3,166 sq.ft.
CEILINGS OF 15' (x2)
NA
NA
II
CM
2nd. FLOOR AREA
'
NA
NA
Q. r
1st. FLOOR COVERED PORCHES
.
NA
NA
140 sq.ft.
2nd. FLOOR COVERED PORCHES
NA
1
NA
NA
AWNINGS >3' & SCREEN ENCL. ® 50%
98 sq.ft.
NA
NA
98 sq.ft.
GARAGE
475 sq.ft.
NA
20 sq.ft.
495 sq.ft.
GROSS FLOOR AREA
3,152 sq.ft.
D
809 sq.ft.
3,899 sq.ft.
I1 i 3
TOWN OF GULF STREAM
SITE
DATA TABLE
GROSS LOT AREA
15,030 sq.ft.
EFFECTIVE LOT AREA
15,030 sq.ft.
F.A.R. CALCULATIONS
EXIST.
DEMO.
NEW
NET
1st. FLOOR AREA
2,439 sq.ft.
62 sq.ft.
789 sq.ft.
3,166 sq.ft.
CEILINGS OF 15' (x2)
NA
NA
NA
NA
2nd. FLOOR AREA
NA
NA
NA
NA
1st. FLOOR COVERED PORCHES
140 sq.ft.
NA
NA
140 sq.ft.
2nd. FLOOR COVERED PORCHES
NA
NA
NA
NA
AWNINGS >3' & SCREEN ENCL. ® 50%
98 sq.ft.
NA
NA
98 sq.ft.
GARAGE
475 sq.ft.
NA
20 sq.ft.
495 sq.ft.
GROSS FLOOR AREA
3,152 sq.ft.
62 sq.ft.
809 sq.ft.
3,899 sq.ft.
TOTAL FLOOR AREA PROPOSED
3,152 sq.ft.
3,899 sq.ft.
FIRST 20,000 x .33
4,959 sq.ft.
.33
52%
OVER 20,000 x .20
NA
TOTAL ALLOWABLE F.A.R.
4,959 sq.ft.
TOTAL HARDSCAPE AREA
3,367 sq.ft.
REQUIRED LANDSCAPE(40% OF LOT)
6,012 sq.ft.
ACTUAL % LANDSCAPED
7,764 sq.ft.
0
LEGEND
6. = EXISTING ELEVATION PER ARCHITECT
x.00 PROPOSED ELEVATION
+ -.---- FLOW DIRECTION
40
00- Vo
Erik R. Cooper
Florida P.E. *56934
tc
ARM ED SET
OF
Zow I#wa
&xp", o
Certificate of Authorization 15601
4047 Okeechobee Blvd., Suite 222
West Palm Beach, FL 33409
Ph: (561) 471 -9863 Fx: (561) 471 -5075
OWYEnvtronmental/A icultural Engineering
Water Resources/Development
Groundwater /Hydrog eo/ogy
Wetland/ Upland Hab11
Fr ffict Permittmgg/Management
Golf Course Renovation /Construction
VD�,�
(3)0 e�'►�`v
Douglas G. Winter
Florida P.E. *35658
BRIDGES MARSH
ASSOCIATES, INC
CHARTERED ARCHITECTS
Eighteen Via Mizner
Palm Beach, Florida 33480
Phone: (581) 832 1533
Fax: (561) 832 1520
RENOVATIONS •
ROACH
RESIDENCE
GULFSTREAM
FLORIDA GULFSTREAM
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ N CONJUNCTION WITH
EACH OTHER. THESE INCLUDE. BUT
ARE NOT LIMTED TO- ARCHITECTURAL.
SURVEYING, STRUCTURAL. CIVIL
MECHANICAL ELECTRICAL, SMCXTY
DRAWINGS. AND WRITTEN SPEC -
I190ATION5.
CONTRACTOR TO VERIFY ALL EASTNG
517E CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DAMEN510N5
BEFORE COMMENCING WORK.
REPORT TO THE ARCWECT ENGINEER
ANT D15CREPANCIES. ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT 15
NOT RE5PON51U FOR ANY WORK
AND /OR MATERIALS FURNISHED
ON THE JOB.
i �� i
i
i EA NG AREA
BENCH
IT TROPICAL
ORCHID $-IN TREES
BROMELIADS
I
I
I
I � SITTING PATl0
SEPARATION FR M
POOL OF ACCENT
i PLANTING
I
I
8X8'
1 / PATIO
`J ♦ /
1
1
I�
I�
1
I
I
1
I
1
I
1
i
1
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FOCAL AREA FROM
INSIDE OF HOUSE- COCONUT PALMS
WITH SMALL TREES ON EITHER SIDE OF
AND COLORFUL MALL TREES BUTTERFLY
PLANTING
GARDEN IN
[FULL SUN
SOD
ADDITIONAL
POOL PATIO
+7.68
POOL
ACCENT
PALM
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/ +8.30
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rr 77- �7 �Ynrl I I
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II II II II II II II II I / /° ( AU
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----- �- /----- o------
Z - - -,i I
4-7 �Y /$ 6.6
Ir W i / \
A. GRANT
THORNBROU GIB
AND ASSOCIATES
LANDSCAPE ARCHITECTS
AND LAND PLANNERS
132 North Swinton Avenue
Delray Beach, Fl. 33444
(561) 276 -5050
FAX (561) 276 -8777
SCALE: 1/8"=1'-0"
�,�A
yl��
- / \ •
DWARF
CLUSEA ��P � ��m 1 � �a h:
� `'' rte
PROJECT
FEB SIMALL ACCENTS BESIDE ' ' '
/ , ,' ,' r TO ulfl'� (� F
• i 6 8 o NUT PALM GARAGE _a��ESTRE=M��a ROACH RESIDENCE
RA NG CHIMNEY -C- K D R I V E 7.2 ° DWARF CLUSEA
' Al S D SHEL WITH 7.2 ° I HEDGE
0 ED PLANTINGS 7.0
1 S' GULF- STREAM, FL +5.5 +5.8 +5.9 +5.8 +5.6 +5.6 +5. ' ' •
SOD
1 6.5
I DRIVEWAY PEDESTRIAN
TITLE
STEPPED ENTRY
6.1 6.2 GATE COLUM AN 6 3 c • 1 P R E �_I M I N A h Y
t +5. +4. +5.0 +5.0 .3 4. .3 +4._3 5.1
5.8
S.8 6.1 LANDSCAPE AND
GAT AND _
• COLUMNS AT DRIVEWAY COL MNS
HARDSCAPE PAN
I R 0 C K ENTRANCE TO MATCH
• ,','' ',','' '�',% PEDESTRIAN ENTRY 5. 5 _ -�
4.4 J.
• ,1,',r r ,',� ,i.',, , ,�,r ,. r,r ,/ PRO N0.
+4.4 4.1 +4.2 -- +4.3 ------- = x FILE NAME
-- - _
+3.86 + 8 AGT /CBP DRAWN
CAR M g3S6N
CATCH SI
SHADE TREE RIM +3• +3.70 12 -30 -11 DATE
AS GUMBO LIMBO +3.75 +3.72
TREES A�QI +3.78 +3.82 REV.
+3.69 STRE +3.81
ET
+4.02
+4.04
+ 4.0 4 _ --�-
+4.08
I ) _ - 0 +4.08 - --------
OT 1�T!00 14� I +4.06 - SHEET
+3.9-7C71
OF