06-2124-002Flood 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: 8
Block:
Plat Book: 46
Page: 64
Address:
6211 SW 15 STREET
Highest Crown
of Road: 10.85'
Highest Crown
of Road Elevation above
was taken from a certified
survey prepared by.
GUMBO LIMBO
JUAN J. BONFILL
PLS Lic
#: 3149
Tie Beam Elevation Certificate is required before making any inspections above
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 an 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.
6' HIGH
MASONRY COLUMN
16' X 16'
MASONRY COL.
W/ 4 °6 VERT. I I
I I
I I
I I
I I
I I
Z
31-01 X 3' -0' X 1' -0' DEEP
CONC. FTG W/ 4 05 EA. WAY
5OTT. ON COMPACTED SOIL
COLU1"IN FLAN
SCALE 1/2' = 1' -0'
GONG. COL.
CAP -�
16' X 1(o' MASONRY
COL. W/ 4 % VERT.
IN FILLED CELLS-
STUCCO FINISH 9
NO. 8 TRUSS TYPE
HORIZ. REINF. AT EVERY
OTHER COURSE
PROPERTY 10' FI ISH
LINE G RAD
�Z
�E
3' -0' X 3' -0' X 1' -0'
DEEP GONG. FTG
W/ 4 "5 EA. WAY
TOP 4 BOTT. ON
COMPACTED SOIL
II 11=111111
COLIJ"IN SECTION
SCALE 3/4' = P -0'
Lowest Floor Elev.
Garage / Storage
Adjacent Grade Elev.
Retention Area Elev.
EXISTING
SIDE SETBACK =
Z AFTER CONSTRUCTION
SECOND FL. SETBACK = 24' -4'
n
PROPOSED
1225'
1125'
11.00'
10.50'
Tie Beam Elevation Certificate is required before making any inspections above
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 an 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.
6' HIGH
MASONRY COLUMN
16' X 16'
MASONRY COL.
W/ 4 °6 VERT. I I
I I
I I
I I
I I
I I
Z
31-01 X 3' -0' X 1' -0' DEEP
CONC. FTG W/ 4 05 EA. WAY
5OTT. ON COMPACTED SOIL
COLU1"IN FLAN
SCALE 1/2' = 1' -0'
GONG. COL.
CAP -�
16' X 1(o' MASONRY
COL. W/ 4 % VERT.
IN FILLED CELLS-
STUCCO FINISH 9
NO. 8 TRUSS TYPE
HORIZ. REINF. AT EVERY
OTHER COURSE
PROPERTY 10' FI ISH
LINE G RAD
�Z
�E
3' -0' X 3' -0' X 1' -0'
DEEP GONG. FTG
W/ 4 "5 EA. WAY
TOP 4 BOTT. ON
COMPACTED SOIL
II 11=111111
COLIJ"IN SECTION
SCALE 3/4' = P -0'
18.5' A5PHALT_,,-
PAVEMENT
S.W. -19th STREET
DEMOLITION FLAN
SCALE : 1'= 32' -0'
COLU„IN 4 GATE ELEVATION
SCALE: 3/4' = 1' -0'
DASHED LINE DENOTES
\� +\y L NK ' CHAIN WATER RETENTION AREA
x- �- ,�,- .- --,- REMOVE EXIST. ,- �- ,- ,- - ,. -.-a-
FENCE AFTER
U CONSTRUCT I Ott - - �� • - - - ` \ \��y�'
\ �+
LU NEW
0 �w uN0ERG Q
/ _. \� • ELEC. SE ICE
I e
w OPE'1�T. LLIS - -`,' 4' WID�-,,f,-ATE
/ 1 5' HIGH CHAIN
I
LINK FENCE
OPEN
t
I I.
1�Z5' I TRELLIS
rVP_
FRE
�l
I
I
_ t 12' WIDE DOUBLE
(� 1 -1 METAL GATE
CL
I ELEC. METER 4
I DISCONNECTS
NEW 4' WIDE 15. -.�.
MTL. GATE I - -
I ItV SHUT -OFF 5' TALL MTL.
115' VALVE IN I PICKET FENCE
- - -.� GA FRE VERTICAL
// \\ ' CTG ,jolo�8' I
_ - -- e •`gyp
5' TALL MTL. +�3j� 24' -0'
m�1-�� 'CHICAGO' BRICK
PICKET FENCE
/ w DRIVEWAY
5' WIDE BRICK 1 /8_/FT -42FU - 11/2' WATER SERVICE
PAVEiR WALKWAY // 40A FU
'�.
(2) 6' WIDE x 6' TALL
GATE
/\Qvc Ira Nl6'x6' TALL r MOTODt/
/ �- GATES
MAS�RY COLD S 4' GATE ` i�' SHUT -OFF VALVE -' IN V ALVE BOX
28' -11, B -z6 10 -8. /W 0.0041 2' -10' 5 2rp 12' -0' 5'-
5' TALL MT L. i NEW IN
PICKET FENCE I WATER METER
6 SEWER mm� �� WATER SERVICE
185' ASPHALT PAVEMENT LATERAL \w +may \Q� -F��
8
S.W. leth STREET
SITE FLAN NOTE:
SEE BOUNDARY SURVEY
SCALE : 1'= 16' -0' FOR ADDITIONAL INFORMATION
LEC;AL DESCRIFTION
LOT 8, BLOCK 1 OF OAK HEIGHTS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 46, PAGE 64, OF THE PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA.
NOTE:
PROPSED GRADING HAS BEEN DESIGNED TO RETAIN ALL STORM WATER
ON SITE. ALL STORM WATER SHALL BE RETAINED ON PROPERTY
SITE DATA
ZONING: RS -3
LOT AREA = 14,000 SF.
PROPOSED BUILDING COVERAGE = 4,193 SF. - 3096
PROPOSED IMPERVIOUS COVERAGE = 5 ,35S SF. - 3896
PROPOSED BUILDING HEIGHT = 24' -10'
FRONT SETBACK
P/L 100.00'
REAR SETBACK
= 40' -1'
U � t MOVE EXIST. FENCE
8' -0'
SIDE SETBACK =
Z AFTER CONSTRUCTION
SECOND FL. SETBACK = 24' -4'
n
N4 LL
-�
.Cd
ACASIA
3'- 40' -20'
3.
O
20.
GUMBO LIMBO
o
4.
BOTTLEBRUSH TREE
w
EXIST. RESIDENCE
to
2'- 15' -8'
TO BE DEMOLISHED
U
te
UNDER SEPARATEI
`n
0
ERMIT /
23.
8
4'- 35' -40'
0
,:,J METAL GATE
24.
C)
•
;- EXIST. FENCE TO
SEAGRAPE TREE
J
I �BE REMOVED
INN III
IYiO1,4,�
IL
I
M
-ELEC. METER t
4-10
10.
'
NOTE:
tn
--"'
SEE LANDSCAPE PLAN
5' HIGH CHAIN
,
FOR TREE REMOVAL
O
C
I I
EXIST. DRIVEWAY,
M
'
WALKWAY AND
13.
FUCUS TREE (FALLEN)
CAR PORT TO BE
AVOCADO TREE
O
REMOVED
FICUS TREE
RAW 100.00'
FICUS TREE
18.5' A5PHALT_,,-
PAVEMENT
S.W. -19th STREET
DEMOLITION FLAN
SCALE : 1'= 32' -0'
COLU„IN 4 GATE ELEVATION
SCALE: 3/4' = 1' -0'
DASHED LINE DENOTES
\� +\y L NK ' CHAIN WATER RETENTION AREA
x- �- ,�,- .- --,- REMOVE EXIST. ,- �- ,- ,- - ,. -.-a-
FENCE AFTER
U CONSTRUCT I Ott - - �� • - - - ` \ \��y�'
\ �+
LU NEW
0 �w uN0ERG Q
/ _. \� • ELEC. SE ICE
I e
w OPE'1�T. LLIS - -`,' 4' WID�-,,f,-ATE
/ 1 5' HIGH CHAIN
I
LINK FENCE
OPEN
t
I I.
1�Z5' I TRELLIS
rVP_
FRE
�l
I
I
_ t 12' WIDE DOUBLE
(� 1 -1 METAL GATE
CL
I ELEC. METER 4
I DISCONNECTS
NEW 4' WIDE 15. -.�.
MTL. GATE I - -
I ItV SHUT -OFF 5' TALL MTL.
115' VALVE IN I PICKET FENCE
- - -.� GA FRE VERTICAL
// \\ ' CTG ,jolo�8' I
_ - -- e •`gyp
5' TALL MTL. +�3j� 24' -0'
m�1-�� 'CHICAGO' BRICK
PICKET FENCE
/ w DRIVEWAY
5' WIDE BRICK 1 /8_/FT -42FU - 11/2' WATER SERVICE
PAVEiR WALKWAY // 40A FU
'�.
(2) 6' WIDE x 6' TALL
GATE
/\Qvc Ira Nl6'x6' TALL r MOTODt/
/ �- GATES
MAS�RY COLD S 4' GATE ` i�' SHUT -OFF VALVE -' IN V ALVE BOX
28' -11, B -z6 10 -8. /W 0.0041 2' -10' 5 2rp 12' -0' 5'-
5' TALL MT L. i NEW IN
PICKET FENCE I WATER METER
6 SEWER mm� �� WATER SERVICE
185' ASPHALT PAVEMENT LATERAL \w +may \Q� -F��
8
S.W. leth STREET
SITE FLAN NOTE:
SEE BOUNDARY SURVEY
SCALE : 1'= 16' -0' FOR ADDITIONAL INFORMATION
LEC;AL DESCRIFTION
LOT 8, BLOCK 1 OF OAK HEIGHTS, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 46, PAGE 64, OF THE PUBLIC RECORDS OF MIAMI -DADS COUNTY, FLORIDA.
NOTE:
PROPSED GRADING HAS BEEN DESIGNED TO RETAIN ALL STORM WATER
ON SITE. ALL STORM WATER SHALL BE RETAINED ON PROPERTY
SITE DATA
ZONING: RS -3
LOT AREA = 14,000 SF.
PROPOSED BUILDING COVERAGE = 4,193 SF. - 3096
PROPOSED IMPERVIOUS COVERAGE = 5 ,35S SF. - 3896
PROPOSED BUILDING HEIGHT = 24' -10'
FRONT SETBACK
= 25' -0'
REAR SETBACK
= 40' -1'
SIDE SETBACK =
8' -0'
SIDE SETBACK =
1S' -1'
SECOND FL. SETBACK = 24' -4'
L AND SCAFE LEGEND
ZONE
DISTRICT RS -3
GROSS LAND 16,491 SF. (038 acre) NET LAND 14,000 S.F. (0.31 acres) WATER BODIES N/A (acre)
REQ. PROV.
LANDSCAPE OPEN SPACE(if applicable) N/A 96 N/A %
GREENBELT WIDTH (if applicable) N/A feet N/A feet
LAWN AREA (As defined in Ordinance) 60 96 60 96
TREES
REQ. PROV.
TREES PER NET LOT (NOTE:30% OF REQUIRED TREES AND /OR PALMS SHALL 5 11 (EXISTING)
SHALL BE NATIVE SPECIES. 1 (NEW) ,
NO MORE THAN 2096 OF THE NATIVE TREE REQUIRED SHALL BE SABAL PALMETTO
(CABBAGE PALM)
REQ. PROV.
STREET TREES 4 4
(TREES IN THE RIGHT OF WAYO) OR ON PRIVATE PROPERTY)* WILL REQUIRE PUBLIC WORKS
APPROVAL OR SPECIAL TAXING DISTRICT.
TOTAL NUMBER OF TREES S 22
SHRU55(10 SHRUBS FOR EA.TREE REQUIRED) SO 151
«3096 SHRUBS /HEDGES SHALL BE NATIVE SPECIES
NEW 4' WIDE
MTL. GATE
5' TALL MTL.
PICKET FENCE
ANEW 5' CHAIN
185' ASPHALT PAVEMENT
L ANSCAFE FLAN
SCALE :
t, EXIST TREES TO BE REMOVED
TREES TO BE REMOVED EXISTING TREE TO REMAIN
l
I6EtVACU4Kk CHAIN
I ANW,9T4(MCE
'CHICAGO' BRICK
DRIVEWAY
4) i
(2) 6' WIDE x 6' TALL
ALUM. GATES
NO.
.I--�
O .,.4
V7
0
0
UMBRELLA TREE
U
0
n
2.
FICUS TREE
.Cd
ACASIA
3'- 40' -20'
3.
•O
20.
GUMBO LIMBO
0.4'- 10' -4'
4.
BOTTLEBRUSH TREE
21.
UNKNOWN TREE
2'- 15' -8'
5.
�-i
te
w
.
�--�
U
CABBAGE PALM
23.
r.,
4'- 35' -40'
1.
,:,J METAL GATE
24.
C)
•
M
SEAGRAPE TREE
25.
ALEXANDER PALM
INN III
IYiO1,4,�
FUCUS TREE (FALLEN)
M
-ELEC. METER t
4-10
10.
ALEXANDER PALM
O
tn
DISCONNECTS
OC OC
5' HIGH CHAIN
28.
ALEXANDER PALM CLUSTER
O
C
12.
I
00
M
LINK FENCE
11- 30' -15'
13.
FUCUS TREE (FALLEN)
r..►
AVOCADO TREE
O
I6EtVACU4Kk CHAIN
I ANW,9T4(MCE
'CHICAGO' BRICK
DRIVEWAY
4) i
(2) 6' WIDE x 6' TALL
ALUM. GATES
NO.
.I--�
O .,.4
V7
0
0
UMBRELLA TREE
U
0
n
2.
FICUS TREE
.Cd
ACASIA
3'- 40' -20'
3.
•O
20.
GUMBO LIMBO
0.4'- 10' -4'
4.
BOTTLEBRUSH TREE
21.
UNKNOWN TREE
2'- 15' -8'
5.
�-i
te
w
.
�--�
-12' WIDE DOUBLE
CABBAGE PALM
23.
r.,
4'- 35' -40'
1.
,:,J METAL GATE
24.
C)
•
•r^
SEAGRAPE TREE
25.
ALEXANDER PALM
0.8'- 30' -6'
IYiO1,4,�
FUCUS TREE (FALLEN)
U
-ELEC. METER t
4-10
10.
ALEXANDER PALM
.--�
4 ALEXANDER PALMS
DISCONNECTS
I1.
•
28.
ALEXANDER PALM CLUSTER
I6EtVACU4Kk CHAIN
I ANW,9T4(MCE
'CHICAGO' BRICK
DRIVEWAY
4) i
(2) 6' WIDE x 6' TALL
ALUM. GATES
NO.
NAME
NO.
NAME
Cc
0
UMBRELLA TREE
18.
ACASIA
1'- 25' -20'
2.
FICUS TREE
1S.
ACASIA
3'- 40' -20'
3.
•O
20.
GUMBO LIMBO
0.4'- 10' -4'
4.
BOTTLEBRUSH TREE
21.
UNKNOWN TREE
2'- 15' -8'
5.
�-i
te
w
.
�--�
-12' WIDE DOUBLE
CABBAGE PALM
23.
r.,
4'- 35' -40'
1.
,:,J METAL GATE
24.
C)
•
•r^
SEAGRAPE TREE
25.
ALEXANDER PALM
0.8'- 30' -6'
IYiO1,4,�
FUCUS TREE (FALLEN)
U
-ELEC. METER t
0.61- 30' -5'
10.
ALEXANDER PALM
21.
4 ALEXANDER PALMS
DISCONNECTS
I1.
•
28.
ALEXANDER PALM CLUSTER
11- 30' -15'
I6EtVACU4Kk CHAIN
I ANW,9T4(MCE
'CHICAGO' BRICK
DRIVEWAY
4) i
(2) 6' WIDE x 6' TALL
ALUM. GATES
NO.
NAME
NO.
NAME
SIZE
1.
UMBRELLA TREE
18.
ACASIA
1'- 25' -20'
2.
FICUS TREE
1S.
ACASIA
3'- 40' -20'
3.
AVOCADO TREE
20.
GUMBO LIMBO
0.4'- 10' -4'
4.
BOTTLEBRUSH TREE
21.
UNKNOWN TREE
2'- 15' -8'
5.
ROBELENII PALM
22.
WASHINGTON PALM
31- 10' -10'
6.
CABBAGE PALM
23.
JACARANDA
4'- 35' -40'
1.
SHRUBS
24.
ALEXANDER PALM
0.4'- 25' -6'
8.
SEAGRAPE TREE
25.
ALEXANDER PALM
0.8'- 30' -6'
S.
FUCUS TREE (FALLEN)
26.
3 ALEXANDER PALMS
0.61- 30' -5'
10.
ALEXANDER PALM
21.
4 ALEXANDER PALMS
0.61- 30' -5'
I1.
ALEXANDER PALM
28.
ALEXANDER PALM CLUSTER
11- 30' -15'
12.
ALEXANDER PALM
2S.
ALEXANDER PALM CLUSTER
11- 30' -15'
13.
FUCUS TREE (FALLEN)
30.
AVOCADO TREE
2'- 10' -6'
14.
FICUS TREE
31.
FICUS TREE
2'- 20' -8'
15.
FLORIDA HOLLY
32.
ALEXANDER PALM
2'- 20' -6'
16.
FLORIDA HOLLY
33.
ACASIA TREE
Al'- 10' -4'
IT
FLORIDA HOLLY
34.
UNKNOWN TREE
31- 30' -10'
38.
FICUS TREE
35.
ALEXANDER PALM
0.5'- 25' -5'
39.
FICUS TREE
36.
MAHOGANY
1'- 28' -15'
31.
GUMBO LIMBO
11- 35' -10'
- IMPIA T FEEY-AFD
MAY 0 1 2007
62AI s -7 q `7r
MIAMI -DADE C TY
APPROVED
EZ = ENERGY ZONE SHADE TREE
. a
F c,,-
Wb
NEW TREE NAME
NATIVE
SPECIES
YES/NO
HGHT.
6 TfME
OF
PLANTING
CANOPY
DIA. /
SPACING
SYMBOL
NEW
EXIST.
SCIENTIFIC NAME
COMMON NAME
A
4
QUERCU5 VIRCsINIARA
LIVE OAK
Y
14'
10'
B
5
LOGERSTROEMIA INDICA
CREPE MYRTLE
N
6' -8'
6'
C
4
0
ROYSTONIA ELETA
ROYAL PALM
N
10'
6'
NEW 6141RU5 NAME
w rJ >
D
40
� o�
JASMINUM MULTIFLORUMI
STAR JASMINE
N
24' H.
18' O.C.
E
16
CHRYSOBALANUS
COCOPLUM
Y
3(0' H.
24' O.G.
F
64
FICUS HEDGE
FICUS HEDGE
N
36' H11__
30' O.C.
G
31
MYRICA PUMILA
WAX MYRTLE
Y
24'_ l -f;,'"
t0`-O.C.
EZ = ENERGY ZONE SHADE TREE
. a
F c,,-
Wb
12 -5 -06
Job:
MENDEZ
Drawn:
H.F.
U
O
Scale:
AS SHOWN
w
^_
CC3
, r.s et•
M
r^
V1
45 00
0
�>w o
ai
w rJ >
W
(04S
� o�
O
Z
ALL DRAWINGS AND
WRITTEN MATERIAL
APPEARING HEREIN
CONSTITUTE THE
ORIGINAL AND
UNPUBLISHED WORK OF
J. BONFILL &
ASSOCIATES, INC., AND
MAY NOT BE
DUPLICATED, USED OR
DISCLOSED WITHOUT
THE EXPRESS WRITTEN
CONSENT OF J. BONFILL
& ASSOCIATES, INC.
REVISIONS BY
Date:
12 -5 -06
Job:
MENDEZ
Drawn:
H.F.
Checked:
J.B.G.
Scale:
AS SHOWN
SHEET
OF 7