10-1195-001f.
'r
Flood Legend
Special Flood Hazard Area (Zone AH, AE)- Outside Special Flood Hazard Area (Zone X)
RESIDENTIAL
Process #:
Lowest Floor Elev.
Folio;:
Adjacent Grade Elev.
Retention Area Elev.
EXISTING
Lot: a
Block:
Plat Book: 46
Page: 64
Address:
6211 SW -11B STREET
Highest Crown
of Road: 10.65'
Highest Crown
of Road Elevation above
was taken from a certified
survey prepared by.
B
JUAN J. BONFILL
PLS Lic
#: 3145
Tie Beam Elevation Certificate is required before making any inspections abo\
the lowest floor and a Final Elevation Certificate is required before issuance
of certification of occupancy or completion (Completion Hold 186) (1 IC -3d3)
Call 372 -6685.
O.S.F.H.- (Outside Special Flood Hazard) All electrical, plumbing and mechanical
equipment must be located at or above the required lowest floor elevation.
S.F.H. - (Special Flood Hazard) All electrical, plumbing and mechanical equipment
must be located at or above the Base Flood Elevation or the Required Lowest
Floor Elevation whichever is higher.
Lowest Floor --- IIC -2(bb) "Shall mean the lowest floor of the lowest enclosed
area (including basement). An unfinished or flood resistant enclosure, usable
for parking or vehicle, building access or storage in an area other than a
basement area, is not considered a building's lowest floor; provided that such
enclosure is not built as to render the structure in violation of the applicable
non - elevation design requirements in 60.3 of CFR Ch.1(10 -1) -88 Edition) ".
Dade County Code Sections IIC -3, IIC -4, IIC ---5.
Garage I Storage- (SFHA (IIC -5 (f)) fully enclosed areas below the Base Flood
Elevation .shall be designed to preclude finished living space except allowable
uses i.e. parking, limited storage and building access and shall be designed to
allow for the entry and exit of flood -- waters to automatically equalize
hydrostatic flood forces on exterior walls. The interior portion of such
enclosed area shall NOT be portioned of finished (flood resistant materials
only) into separate rooms or air conditioned. Design for complying with this
requirement must be either certified by a professional engineer or architect or
meet the following criteria; (1) Provide a minimum of two (2) openings having a
total net area of no less than one (1) square inch for every square foot of
enclosed area size. Bottom of all openings shall be not higher than one (1) foot
above grade.
Highest Adjacent Grade-' IIC -2(z) "Shall mean the highest finished grade
elevation of the ground surface next to the proposed walls of the structure ".
IIC -2(gg) "Minimum Finished Grade shall mean the elevation established in Dade
County Flood Criteria Map at a specific development site or crown of road
elevation of on existing adjacent road, whichever is higher (or waiver must be
obtained). Site grading must be provided in a manner so as to retain run -off
within the site and prevent run- -off into adjacent property as well as direct
surface water run -off into lakes or canals.
NEW 6'
HIGH WALL CONCRETE TIE BEAM
EXIST. 5'
NIGH WALL
' 3 GRADE
I
REAR FERi1 IFTER WALL_ ELEVATION-
SCALE 1/4' = P -0'
NEW ro' HIGH CB.S_ WALL z PROPERTY LINE
N
- - -- -- -- ----- - --- -- - --
P/L 100.00'
REMOVE EXIST. FENCE
tZ AFTER CONSTRUCTION
cQ
O
uXi 0
EXIST. RESIDENCE
TO BE DEMOLISHED
(UNDER SEPARATE
WERMIT
- EXIST. FENCE TO
I' BE REMOVED
D
i- 5
PAVEMENT
S w,--ieth STREET
DEMOLITION FLAN
Lowest Floor Elev.
Garage / Storage
Adjacent Grade Elev.
Retention Area Elev.
EXISTING
SEE LANDSCAPE PLAN
c.B.5. WALL F' /L 100.00
FOR TREE REMOVAL
COMMON NAME
PROPOSED
1225'
1125'
11.00'
10.50'
Tie Beam Elevation Certificate is required before making any inspections abo\
the lowest floor and a Final Elevation Certificate is required before issuance
of certification of occupancy or completion (Completion Hold 186) (1 IC -3d3)
Call 372 -6685.
O.S.F.H.- (Outside Special Flood Hazard) All electrical, plumbing and mechanical
equipment must be located at or above the required lowest floor elevation.
S.F.H. - (Special Flood Hazard) All electrical, plumbing and mechanical equipment
must be located at or above the Base Flood Elevation or the Required Lowest
Floor Elevation whichever is higher.
Lowest Floor --- IIC -2(bb) "Shall mean the lowest floor of the lowest enclosed
area (including basement). An unfinished or flood resistant enclosure, usable
for parking or vehicle, building access or storage in an area other than a
basement area, is not considered a building's lowest floor; provided that such
enclosure is not built as to render the structure in violation of the applicable
non - elevation design requirements in 60.3 of CFR Ch.1(10 -1) -88 Edition) ".
Dade County Code Sections IIC -3, IIC -4, IIC ---5.
Garage I Storage- (SFHA (IIC -5 (f)) fully enclosed areas below the Base Flood
Elevation .shall be designed to preclude finished living space except allowable
uses i.e. parking, limited storage and building access and shall be designed to
allow for the entry and exit of flood -- waters to automatically equalize
hydrostatic flood forces on exterior walls. The interior portion of such
enclosed area shall NOT be portioned of finished (flood resistant materials
only) into separate rooms or air conditioned. Design for complying with this
requirement must be either certified by a professional engineer or architect or
meet the following criteria; (1) Provide a minimum of two (2) openings having a
total net area of no less than one (1) square inch for every square foot of
enclosed area size. Bottom of all openings shall be not higher than one (1) foot
above grade.
Highest Adjacent Grade-' IIC -2(z) "Shall mean the highest finished grade
elevation of the ground surface next to the proposed walls of the structure ".
IIC -2(gg) "Minimum Finished Grade shall mean the elevation established in Dade
County Flood Criteria Map at a specific development site or crown of road
elevation of on existing adjacent road, whichever is higher (or waiver must be
obtained). Site grading must be provided in a manner so as to retain run -off
within the site and prevent run- -off into adjacent property as well as direct
surface water run -off into lakes or canals.
NEW 6'
HIGH WALL CONCRETE TIE BEAM
EXIST. 5'
NIGH WALL
' 3 GRADE
I
REAR FERi1 IFTER WALL_ ELEVATION-
SCALE 1/4' = P -0'
NEW ro' HIGH CB.S_ WALL z PROPERTY LINE
N
- - -- -- -- ----- - --- -- - --
P/L 100.00'
REMOVE EXIST. FENCE
tZ AFTER CONSTRUCTION
cQ
O
uXi 0
EXIST. RESIDENCE
TO BE DEMOLISHED
(UNDER SEPARATE
WERMIT
- EXIST. FENCE TO
I' BE REMOVED
D
i- 5
PAVEMENT
S w,--ieth STREET
DEMOLITION FLAN
NEW TREE N,4ME
SCALE : I "= 32' -O"
HGHT.
Q TIME
OF
PLANTING
NOTE:
5m- 8 "W x 12'D W/ 2
SEE LANDSCAPE PLAN
c.B.5. WALL F' /L 100.00
FOR TREE REMOVAL
COMMON NAME
1L
LEGAL D SCI FI I I O �l =
LOT 6, BLOCK -I OF OAK HEIGHTS, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 46,
PAGE 64, OF THE PUBLIC RECORDS OF MIAMI -DARE
COUNTY, FLORIDA.
CONCRETE TIE
NEW TREE N,4ME
NATIVE
SPECIES
YES/NO
HGHT.
Q TIME
OF
PLANTING
EXIST. DRIVEWAY,
5m- 8 "W x 12'D W/ 2
WALKWAY AND
c.B.5. WALL F' /L 100.00
CAR PORT TO BE
COMMON NAME
REMOVED
4
LEGAL D SCI FI I I O �l =
LOT 6, BLOCK -I OF OAK HEIGHTS, ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 46,
PAGE 64, OF THE PUBLIC RECORDS OF MIAMI -DARE
COUNTY, FLORIDA.
CONCRETE TIE
NEW TREE N,4ME
NATIVE
SPECIES
YES/NO
HGHT.
Q TIME
OF
PLANTING
NEW 6' HIGH
5m- 8 "W x 12'D W/ 2
NEW
c.B.5. WALL F' /L 100.00
SCIENTIFIC NAME
COMMON NAME
T45 4 03 STIRR
4
03 -I -II
QUERCUS VIRGINIARA
=41111 IT11 4 °5 GONT.
Y
14'
ID 36' O.C.
B
SOIL
Scale: AS SHOWN
�'�✓- �+ 18' O.G.
CREPE MYRTLE
TRANSV. BOTT
05 0 24' O.G. VERT. -2
IN GROUTED CELL
f=EF,1T- 1ETEf;P,
"22 .23
'
'
-
SCALE 3/4' = 1' -0'
- -
N
4 WORM REINF.
6'
�
DUR -O -WAL Q 16'
t\,
N
�0
O.C.
STAR JASMINE
N
24" H.
18' O.C.
EXIST. GRADE
16
CHRY505ALANUS
COCOPLUM
Y
36" H.
*5 Q 18' O.G.
F
64.
�I
FICUS HEDGE
TRANSV. TOP
N
36 H.
11=1
'
3 "5 p CORNER 1
MYRICA PUMILA
ON P/L
I
2 "5 '0 END �' 24' O.C IN ILLY
30' O.C.
�p IlL
4 05 CONT.
GROUTED CELLS
1
COLU� IN SECTION CC L-UI"IN fi L,4N
SCALE 3/4' = P -0' SCALE 1/2' = 1' -0'
NEW TREE N,4ME
NATIVE
SPECIES
YES/NO
HGHT.
Q TIME
OF
PLANTING
NEW 6' HIGH
V-4'
NEW
c.B.5. WALL F' /L 100.00
SCIENTIFIC NAME
COMMON NAME
N
4
03 -I -II
QUERCUS VIRGINIARA
=41111 IT11 4 °5 GONT.
Y
14'
BOTT COM
B
SOIL
Scale: AS SHOWN
�'�✓- �+ 18' O.G.
CREPE MYRTLE
TRANSV. BOTT
6' -8'
f=EF,1T- 1ETEf;P,
"22 .23
WALL_ SECTION
'
-
SCALE 3/4' = 1' -0'
- -
N
I
6'
�
NEW SHRUB N,4ME
t\,
N
�0
JASMINUM MULTIFLORUM
STAR JASMINE
N
24" H.
18' O.C.
E
16
CHRY505ALANUS
COCOPLUM
Y
36" H.
24' O.C.
F
64.
�I
FICUS HEDGE
FICUS HEDGE
N
36 H.
11=1
'
3 "5 p CORNER 1
MYRICA PUMILA
ON P/L
I
2 "5 '0 END �' 24' O.C IN ILLY
30' O.C.
�p IlL
GROUTED CELLS
3' -4' X 14" DEEP CONC.
I
8'x12' TIE COL. I
_'
N
FTG W/ 4 '✓ EA. WAY
�
I a
TOP 4 BOTT. ON
w/ 4 *5 VERT. 4 I
I
COMPACTED SOiL
------------ �--- - - - - --------------
03 TIES Q 8' O.G.
,
I
REAR I=ERiMETER WALL_ fi LAN
PLANTER
SCALE 3/4' = P -0'
CONC. COL.
CAP
16' X 16' MASONRY
COL. W/ 4 "6 VERT.
IN FILLED CELLS
STUCCO FINISH
HE
NO. 8 TRUSS TYPE
HORIZ- REINF. AT
EVERY OTHER
COURSE
6' HIGH
MASONRY COLUMN
PROPERTY r
- - - - - - - -
t6' x t6'
LINE
MASONRY COL.
I
W/ 4 06 VERT.
-
3' -0' X 3' -01 X 1' -0" DEEP I
I
CONC. FTG W/ 4 *5 EA. WAY 1
I
10
TOP 4 BOTT. ON j
_ COMPACTED SOIL I
I
I
I
L- - �-- - - - --�
3' -0' X 3' -01 X 1' -0' DEEP
CONC. FTC W/ 4 05 EA. WAY
BOTT. ON COMPACTED SOIL
COLU� IN SECTION CC L-UI"IN fi L,4N
SCALE 3/4' = P -0' SCALE 1/2' = 1' -0'
8x8 CONC. CAP
W12 *5 CONT.
#5 w 48' O.C.
SOIL
12'x16' CONC.
FOOTING W/ 2
*5 CONT.
/"
Q_
NEW 2WALL
Q C B.S
NEW 4' WIDE -
MTL. GATE
5' TALL MTL.
PICKET FENCE -
DASHED LINE DENOTES
WATER RETENTION AREA
1�
N=
1 O��
Qzd
5' HIGH CHAIN
LINK FENCE
-OPEN
TRELLIS
x-12' WIDE DOUBLE
\ METAL GATE
-ELEC. METER 4
DISCONNECTS
5' TALL MTL.
PICKET FENCE
lie' WATER SERVICE
40.4 FU
13' WIDE x 6' TALL
ALUM. SLIDING GATE
-11/2' SHUT-OFF VALVE
IN VALVE BOX
NEW 1'
b I I t f L A I V NOTE:
SEE BOUNDARY SURVEY
SCALE : 1' =16 ' -0' = ka, FOR ADDITION,4L INFORMATION
..4 r:
NOTE:
PROPSED GRADING HAS BEEN DESIGNED TO RETAIN ALL STORM WATER
ON SITE. ALL STORM WATER SHALL BE RETAINED ON PROPERTY
SiT DATA
ZONING: R6-3
LOT AREA = 14,000 S.F. FRONT SETBACK = 25' -0"
PROPOSED BUILDING COVERAGE = 4,193 SF. - 30% REAR SETBACK = 40' -1'
SIDE SETBACK = 8' -O'
PROPOSED IMPERVIOUS COVERAGE = E,600 S.F - 4 % SiDE SETBACK =
(INCLUDING FUTURE POOL AND DECK) SECOND FL. SETBACK = 24' -4'
PROPOSED PERVIOUS COVERAGE = 8,400 S.F. - 60i•
PROPOSED BUILDING HEIGHT = 24' -10'
GRAVEL DRIVEWAY AND GRAAVI EL WALKWAY = 950 SF
ZONE
DISTRICT R5-3
GROSS LAND 16 ,4g1 S.F. (038 acre) NET LAND 14,000 S.F. (031 acres) WATER BODIES N/A (acre)
REQ. PROV.
LANDSCAPE OPEN SPACE(if applicable) N/A io N/A i.
GREENBELT WIDTH (if applicable) N/A feet N/A feet
LAWN AREA (As defined in Ordinance) 60 % 60
TREES
REQ. PROV.
TREES PER NET LOT (NOTE :301. OF REQUIRED TREES AND /OR PALMS SHALL 5 11 (EXISTING)
SHALL BE NATIVE SPECIES. -1 (NEW)
NO MORE THAN 20% OF THE NATIVE TREE REQUIRED SHALL BE SABAL PALMETTO
(CABBAGE PALM) REQ. PROV.
STREET TREES 4 4
(TREES IN THE RIGHT OF WAY(*) OR ON PRIVATE PROPERTY), WILL REQUIRE PUBLIC WORKS
APPROVAL OR SPECIAL TAXING DISTRICT.
TOTAL NUMBER OF TREES 13 22
SHRU55(10 SHRUBS FOR EA -TREE REQUIRED) eO 15-i
-301. SHRUBS /HEDGES SHALL BE NATIVE SPECIES.
NEW TREE N,4ME
NATIVE
SPECIES
YES/NO
HGHT.
Q TIME
OF
PLANTING
NEW 6' HIGH
V-4'
NEW
c.B.5. WALL F' /L 100.00
SCIENTIFIC NAME
COMMON NAME
N
4
03 -I -II
QUERCUS VIRGINIARA
=41111 IT11 4 °5 GONT.
Y
14'
BOTT COM
B
SOIL
Scale: AS SHOWN
�'�✓- �+ 18' O.G.
CREPE MYRTLE
TRANSV. BOTT
6' -8'
f=EF,1T- 1ETEf;P,
"22 .23
WALL_ SECTION
1
-
SCALE 3/4' = 1' -0'
8x8 CONC. CAP
W12 *5 CONT.
#5 w 48' O.C.
SOIL
12'x16' CONC.
FOOTING W/ 2
*5 CONT.
/"
Q_
NEW 2WALL
Q C B.S
NEW 4' WIDE -
MTL. GATE
5' TALL MTL.
PICKET FENCE -
DASHED LINE DENOTES
WATER RETENTION AREA
1�
N=
1 O��
Qzd
5' HIGH CHAIN
LINK FENCE
-OPEN
TRELLIS
x-12' WIDE DOUBLE
\ METAL GATE
-ELEC. METER 4
DISCONNECTS
5' TALL MTL.
PICKET FENCE
lie' WATER SERVICE
40.4 FU
13' WIDE x 6' TALL
ALUM. SLIDING GATE
-11/2' SHUT-OFF VALVE
IN VALVE BOX
NEW 1'
b I I t f L A I V NOTE:
SEE BOUNDARY SURVEY
SCALE : 1' =16 ' -0' = ka, FOR ADDITION,4L INFORMATION
..4 r:
NOTE:
PROPSED GRADING HAS BEEN DESIGNED TO RETAIN ALL STORM WATER
ON SITE. ALL STORM WATER SHALL BE RETAINED ON PROPERTY
SiT DATA
ZONING: R6-3
LOT AREA = 14,000 S.F. FRONT SETBACK = 25' -0"
PROPOSED BUILDING COVERAGE = 4,193 SF. - 30% REAR SETBACK = 40' -1'
SIDE SETBACK = 8' -O'
PROPOSED IMPERVIOUS COVERAGE = E,600 S.F - 4 % SiDE SETBACK =
(INCLUDING FUTURE POOL AND DECK) SECOND FL. SETBACK = 24' -4'
PROPOSED PERVIOUS COVERAGE = 8,400 S.F. - 60i•
PROPOSED BUILDING HEIGHT = 24' -10'
GRAVEL DRIVEWAY AND GRAAVI EL WALKWAY = 950 SF
ZONE
DISTRICT R5-3
GROSS LAND 16 ,4g1 S.F. (038 acre) NET LAND 14,000 S.F. (031 acres) WATER BODIES N/A (acre)
REQ. PROV.
LANDSCAPE OPEN SPACE(if applicable) N/A io N/A i.
GREENBELT WIDTH (if applicable) N/A feet N/A feet
LAWN AREA (As defined in Ordinance) 60 % 60
TREES
REQ. PROV.
TREES PER NET LOT (NOTE :301. OF REQUIRED TREES AND /OR PALMS SHALL 5 11 (EXISTING)
SHALL BE NATIVE SPECIES. -1 (NEW)
NO MORE THAN 20% OF THE NATIVE TREE REQUIRED SHALL BE SABAL PALMETTO
(CABBAGE PALM) REQ. PROV.
STREET TREES 4 4
(TREES IN THE RIGHT OF WAY(*) OR ON PRIVATE PROPERTY), WILL REQUIRE PUBLIC WORKS
APPROVAL OR SPECIAL TAXING DISTRICT.
TOTAL NUMBER OF TREES 13 22
SHRU55(10 SHRUBS FOR EA -TREE REQUIRED) eO 15-i
-301. SHRUBS /HEDGES SHALL BE NATIVE SPECIES.
NEW 6' HIGH
C.BS. WALL
2
NEW 4' WIDE
MTL. GATE
;'TALL MTL.
PICKET FENCE
. VWG• ••V • • iiVWO VV
U • • Y U U
•�� V•• f'1 V • •WUV W •
N
- WWI
2� �1- W - - �� •' •
26 4.
`38 NEW
UNDERGROUND r zM1W
ELEC. SERVICE Q
� 1
4`x4= 2 30 U
CANTERS ��8
T PoF4 -
M
h--i
00
4' WIDE GATE 1 5' HIGH CHAIN � � � 00 �
' LINK FENCE C� I M
00 .--�
2 C5
F <32
0
13'- 33 En N
35
4��
M
� b lQ
ECS) 12' WIDE DOUBLE r'� N 0
(� \1 METAL GATE 0 C/)
10 A- O %
-- ELEC. METER 4 C)
I DISCONNECTS .�
o E(
I �
r; 5' TALL MTL.
PICKET FENCE
J GA FFF
G(12) /
t; W
(EZ) N
(EZ)
FC12) 24' -0' f� M
c� uMCVV�
10
A2 Z
3 13' WIDE x 6' TALL Z-+ ,� W
lro'xlro'xro: TALL �= G �F w '� ALUM. SLIDING GATE ;>
N GATE MOTOR a O
MASONRY c>
,G n Ur'
C/1 c�0 d
COLUMNS ( 12) 4' CsATE
,�,�
DC16 W 100.0 D 0)
2
I' 12' -S. \.I3' -0' iS' -4N r� �' \.IS' -4• 2(d' 6' �I\
LOW W LL I TH:
PICKET FS I CE
ABOVE
28' -11' 42' -10' 12 --0 -i" t
N •' O
155' ASPHALT PAVEMENT •'"�
•,Cd-i O 0T
S.I.U. ISth STREET aM
L AND 5CAfE FLAW, 6
SCALE . l' =16' -0' b
U
NEW TREE N,4ME
NATIVE
SPECIES
YES/NO
HGHT.
Q TIME
OF
PLANTING
NEW 6' HIGH
SYMBOL
NEW
c.B.5. WALL F' /L 100.00
SCIENTIFIC NAME
COMMON NAME
N
4
03 -I -II
QUERCUS VIRGINIARA
24^
Y
14'
10'
B
5
Scale: AS SHOWN
LOGERSTROEMIA INDICA
CREPE MYRTLE
N
6' -8'
6'
"22 .23
4
LU
ROYSTONIA ELETA
- -
N
10'
6'
NEW SHRUB N,4ME
t\,
D
�0
JASMINUM MULTIFLORUM
STAR JASMINE
N
24" H.
18' O.C.
E
16
CHRY505ALANUS
COCOPLUM
Y
36" H.
24' O.C.
F
64.
FICUS HEDGE
FICUS HEDGE
N
36 H.
30' O -C.
'
31
MYRICA PUMILA
WAX MYRTLE
Y
FUTURE POOL
30' O.C.
�p IlL
AND DECK ON
SEPARATE PERMIT
�
lu
PLANTER
NEW 6' HIGH
C.BS. WALL
2
NEW 4' WIDE
MTL. GATE
;'TALL MTL.
PICKET FENCE
. VWG• ••V • • iiVWO VV
U • • Y U U
•�� V•• f'1 V • •WUV W •
N
- WWI
2� �1- W - - �� •' •
26 4.
`38 NEW
UNDERGROUND r zM1W
ELEC. SERVICE Q
� 1
4`x4= 2 30 U
CANTERS ��8
T PoF4 -
M
h--i
00
4' WIDE GATE 1 5' HIGH CHAIN � � � 00 �
' LINK FENCE C� I M
00 .--�
2 C5
F <32
0
13'- 33 En N
35
4��
M
� b lQ
ECS) 12' WIDE DOUBLE r'� N 0
(� \1 METAL GATE 0 C/)
10 A- O %
-- ELEC. METER 4 C)
I DISCONNECTS .�
o E(
I �
r; 5' TALL MTL.
PICKET FENCE
J GA FFF
G(12) /
t; W
(EZ) N
(EZ)
FC12) 24' -0' f� M
c� uMCVV�
10
A2 Z
3 13' WIDE x 6' TALL Z-+ ,� W
lro'xlro'xro: TALL �= G �F w '� ALUM. SLIDING GATE ;>
N GATE MOTOR a O
MASONRY c>
,G n Ur'
C/1 c�0 d
COLUMNS ( 12) 4' CsATE
,�,�
DC16 W 100.0 D 0)
2
I' 12' -S. \.I3' -0' iS' -4N r� �' \.IS' -4• 2(d' 6' �I\
LOW W LL I TH:
PICKET FS I CE
ABOVE
28' -11' 42' -10' 12 --0 -i" t
N •' O
155' ASPHALT PAVEMENT •'"�
•,Cd-i O 0T
S.I.U. ISth STREET aM
L AND 5CAfE FLAW, 6
SCALE . l' =16' -0' b
U
Cn U u �
Z
F�
j N
ALL DRAWINGS AND
WRITTEN MATERIAL
APPEARING HEREIN
CONSTITUTE THE
ORIGINAL AND
UNPUBLISHED WORK OF
J. BONFILL & i
ASSOCIATES, INC., AND
MAY NOT BE
EZ - ENERGY ZONE SHADE TREE DUPLICATED, USED OR
t EXIST. TREES TO BE REMOVED
TREES TO BE REMOVED TREES TO BE REMOVED
NO. NAME NO. NAME
I. UMBRELLA TREE 16, FLORIDA HOLLY 0
2. FICUS TREE 11. FLORIDA HOLLY
3. AVOCADO TREE 18. ACASIA
4. BOTTLEBRUSH TREE 19. ACASIA
5. ROBELENiI PALM 21, UNKNOWN TREE
6. CABBAGE PALM 22. WASHINGTON PALM
1. SHRUBS 23, JACARANDA
8. SEAGRAPE TREE 24. ALEXANDER PALM
9. FUCUS TREE (FALLEN) 25. ALEXANDER PALM
10. ALEXANDER PALM 31. FICUS TREE
11. ALEXANDER PALM 32. ALEXANDER PALM
12. ALEXANDER PALM 33. ACASIA TREE
13. FUCUS. TREE (FALLEN) 34. .UNKNOWN TREE
14, FICUS TREE 35. ALEXANDER PALM
15. FLORIDA HOLLY 38. FICUS TREE
39. FICUS TREE
EXISTING TREE TO REMAIN � � 4.
NO, NAME SIZE
20. GUMBO LIMBO 0.4'- 10' -4'
26. 3 ALEXANDER PALMS 0.61- 30' -5'
21. 4. ALEXANDER PALMS
26. ALEXANDER PALM CLUSTER 11- 30' -15'
29. ALEXANDER PALM CLUSTER 11- 30' -15' `+
3 AVOCADO TREE '''
3`i. UMP0 LIMBO 1' -3 -10'
o9d
C
DISCLOSED WITHOUT
NEW TREE N,4ME
NATIVE
SPECIES
YES/NO
HGHT.
Q TIME
OF
PLANTING
CANOPY
DiA. /
SPACING
SYMBOL
NEW
EXIST.
SCIENTIFIC NAME
COMMON NAME
A
4
03 -I -II
QUERCUS VIRGINIARA
LIVE OAK
Y
14'
10'
B
5
Scale: AS SHOWN
LOGERSTROEMIA INDICA
CREPE MYRTLE
N
6' -8'
6'
C
4
ROYSTONIA ELETA
ROYAL PALM
N
10'
6'
NEW SHRUB N,4ME
D
40
JASMINUM MULTIFLORUM
STAR JASMINE
N
24" H.
18' O.C.
E
16
CHRY505ALANUS
COCOPLUM
Y
36" H.
24' O.C.
F
64.
FICUS HEDGE
FICUS HEDGE
N
36 H.
30' O -C.
Cz
31
MYRICA PUMILA
WAX MYRTLE
Y
24" H.
30' O.C.
Cn U u �
Z
F�
j N
ALL DRAWINGS AND
WRITTEN MATERIAL
APPEARING HEREIN
CONSTITUTE THE
ORIGINAL AND
UNPUBLISHED WORK OF
J. BONFILL & i
ASSOCIATES, INC., AND
MAY NOT BE
EZ - ENERGY ZONE SHADE TREE DUPLICATED, USED OR
t EXIST. TREES TO BE REMOVED
TREES TO BE REMOVED TREES TO BE REMOVED
NO. NAME NO. NAME
I. UMBRELLA TREE 16, FLORIDA HOLLY 0
2. FICUS TREE 11. FLORIDA HOLLY
3. AVOCADO TREE 18. ACASIA
4. BOTTLEBRUSH TREE 19. ACASIA
5. ROBELENiI PALM 21, UNKNOWN TREE
6. CABBAGE PALM 22. WASHINGTON PALM
1. SHRUBS 23, JACARANDA
8. SEAGRAPE TREE 24. ALEXANDER PALM
9. FUCUS TREE (FALLEN) 25. ALEXANDER PALM
10. ALEXANDER PALM 31. FICUS TREE
11. ALEXANDER PALM 32. ALEXANDER PALM
12. ALEXANDER PALM 33. ACASIA TREE
13. FUCUS. TREE (FALLEN) 34. .UNKNOWN TREE
14, FICUS TREE 35. ALEXANDER PALM
15. FLORIDA HOLLY 38. FICUS TREE
39. FICUS TREE
EXISTING TREE TO REMAIN � � 4.
NO, NAME SIZE
20. GUMBO LIMBO 0.4'- 10' -4'
26. 3 ALEXANDER PALMS 0.61- 30' -5'
21. 4. ALEXANDER PALMS
26. ALEXANDER PALM CLUSTER 11- 30' -15'
29. ALEXANDER PALM CLUSTER 11- 30' -15' `+
3 AVOCADO TREE '''
3`i. UMP0 LIMBO 1' -3 -10'
o9d
C
DISCLOSED WITHOUT
THE EXPRESS WRITTEN
CONSENT OF J. BONFILL
& ASSOCIATES, INC.
REVISIONS
"R
BY
Ql 1 -20 -09
N.F.
2Q 5 -12 -09
H.F.
Q 2 -25 -ii
H.F.
03 -I -II
{�.f=
Date: 12 -5 -06
Job: MENDEZ
Drawn: H.F.
Checked: ' JB.G.
Scale: AS SHOWN
SHEET s,
OF 7 '
i
i
I
I