09-830-001Flood Legend
Special Flood Hazard Area (Zone AH, AE)- Outside Special Flood Hazard Area (Zone X)
RESIDENTIAL
Process #:
Lowest Floor Elev.
Folio #:
Adjacent Grade Elev.
Lot: 8
Block: 1
Plat Book: Oro
Page: 64
Address:
6211 SW -19 STREET
Highest Crown
of Rood: 10.85'
Highest Crown
of Road Elevation above
was taken from a certified
survey prepared by.
14'
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 - e!evation 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.
P/L 100.00'
Lowest Floor Elev.
Garage / Storage
Adjacent Grade Elev.
Retention Area Elev.
EXISTING
Z AFTER CONSTRUCTION
EXIST.
SIDE SETBACK = 8' -0'
PROPOSED IMPERVIOUS COVERAGE = 5,600 S.F - 4 90
PROPOSED
12.25'
11.25'
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 - e!evation 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.
P/L 100.00'
ZONING: RS -3
NATIVE
SPECIES
YES/NO
U REMOVE EXIST. FENCE
FRONT SETBACK = 25' -0'
PROPOSED BUILDING COVERAGE = 4,193 S.F. - 30510
Z AFTER CONSTRUCTION
EXIST.
SIDE SETBACK = 8' -0'
PROPOSED IMPERVIOUS COVERAGE = 5,600 S.F - 4 90
SIDE SETBACK =
(INCLUDING FUTURE POOL AND DECK)
SECOND FL. SETBACK = 24' -4'
PROPOSED PERVIOUS COVERAGE = 8,400 S.F. - 60%
LIVE OAK
0
14'
PROPOSED BUILDING HEIGHT = 24' -10'
o
LANDeCAF=E LEGEND.
iX
EXIST. RESIDENCE
m
DISTRICT R5-3
TO BE DEMOLISHED
U
REQ.
(UNDER SEPARATE)
'n
N/A 51.
0 \PERMIT
N/A feet
LAWN AREA (As defined in Ordinance) 60 io
0
0
E���
REQ. PROV.
TREES PER NET LOT (NOTE:30% OF REQUIRED TREES AND /OR PALMS SHALL 5 11 (EXISTING)
� EXIST. FENCE TO
1 (NEW)
D
1 ' CBE REMOVED
'
JASMINUM MULTIFLORUM
CL '
J
CL
24' H.
18' O.G.
E
16
CHRYSOBALANUS
COCOPLUM
II
36' H.
24' O.C.
F
64
I
EXIST. DRIVEWAY,
Ir It
WALKWAY AND
30' O.C.
G
CAR PORT TO
BE
MYRICA PUMILA
REMOVED
Y
RAJJ 100.00'
30' O.C.
J
1
`ASPHALT
- 18.5'
GH
AVEMENT
CNEW&'
2 L �
w. -i9th1 STREET
-
NEW 4' WIDE -
IDE1 IOL ITION FLAN
MTL. GATE
SCALE : 1'= 32' -0'
NOTE:
SEE LANDSCAPE PLAN
FOR TREE REMOVAL
5' TBF...E
A
PIC -�
LEGAL EDESCRI FT I ON
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 -DADE
COUNTY, FLORIDA.
NEW 6'
HIGH WALL CONCRETE TIE BEAM CONCRETE TIE BM
VWx12'DW /2"5
T45 4 03 STIRRUPS
--------------------- - - - - -- -------------------------- - - - - -- g 3ro O.G.
EXIST. 5' '
HIGH WALL
8
05 6 24' O.C. VERT.
fl IN GROUTED CELL
3 GRADE 4 HORIZ. REINF.
DUR -O -WAL a 16'
RI AS, fi EFV -1ETER WALL ELEVATION EXIST. GRADE
SCALE 1/4' = 1' -0'
N�"
TRANSV. TOP
NEW 6' HIGH C.B.S. WALL z PROPERTY LINE z 4 "5 CONT.
TOP
I
ON P/L I 2 "5 END 05 6 24' O.G. IN FILLY 3 *S g CORNER-/"
ORNER � ■ I '
GROUTED CELLS
• = 3' -4'
3' -4' X 14' DEEP GONG. Vx12' TIE COL. I `'' 0 4 "5 CONT.
FTG W/ 4 05 EA. WAY w/ 4 "5 VERT. 4 BOTT COMPACTED
■ TOP 4 BOTT. ON M3 TIES 8' O.C. SOIL
COMPACTED SOIL I
I -------------------- - - ------ - - - - -- TRANSV.50TT
I
FERI1 IETER
REAR fERI1-1ETE:1R WALL FLAN WALL SECTION
SCALE 3/4' = 1' -0' SCALE 3/4' = 1' -0'
'' ,1" COL.
' X IG' MASONRY
!)L. W/ 4 "6 VERT.
FILLED CELLS
rUCGO FINISH
O. 8 TRUSS TYPE
ORIZ. REINF. AT
VERY OTHER
OURSE
20PERTY
slE
3' -0' X 3' -0' X 1' -0' DEEP
CONC. FTG W/ 4 05 EA. WAY
TOP 4 BOTT. ON
COMPACTED SOIL
COLUMN SECTION
SCALE 3/4' = 1' -0'
6' HIGH
MASONRY COLUMN
r - -- - - - - -,
16' X 16'
MASONRY COL.
W/ 4 'ro VERT. I I
I I
I I
I I
I I
I I
I I
LT---- - - - --�
31-01 X 3' -0' X 1' -0' DEEP
CONC. FTG W/ 4 05 EA. WAY
BOTT. ON COMPACTED SOIL
COLU1 IN FLAN
SCALE 1/2' = 1' -0'
i
DASHED LINE DENOTES
WATER RETENTION AREA
5' HIGH CHAIN
LINK FENCE
- OPEN
TRELLIS
0
12' WIDE DOUBLE
METAL GATE
IL
-ELEC. r1ETER 4
DISCONNECTS
5' TALL MTL.
PICKET FENCE
0
U
=&' Q �
2
NEW 4' WIDE -
MTL. GATE
�1 1i DRIVEWAY
. 0 . FU
ALUM. SLIEDING G4TE 9.
VALVE
I
•
: IN VALVE 5•
......:
WATER METER
DRIVEWAY
11 ' WATER SERVICE
s.W. -I Sty, s I RE E T
5 f T E f=L AN NOTE:
SEE BOUNDARY SURVEY
SCALE : 1'= 16' -0' FOR ADDITIONAL INFORMATION
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
NATIVE
SPECIES
YES/NO
LOT AREA = 14,000 SF.
FRONT SETBACK = 25' -0'
PROPOSED BUILDING COVERAGE = 4,193 S.F. - 30510
REAR SETBACK = 40' -1'
EXIST.
SIDE SETBACK = 8' -0'
PROPOSED IMPERVIOUS COVERAGE = 5,600 S.F - 4 90
SIDE SETBACK =
(INCLUDING FUTURE POOL AND DECK)
SECOND FL. SETBACK = 24' -4'
PROPOSED PERVIOUS COVERAGE = 8,400 S.F. - 60%
LIVE OAK
Y
14'
PROPOSED BUILDING HEIGHT = 24' -10'
B
LANDeCAF=E LEGEND.
ZONE
CREPE MYRTLE
DISTRICT R5-3
6' -8'
GROSS LAND 16,491 S.F. (0.38 acre) NET LAND 14,000 SF. (031 acres) WATER BODIES N/A (acre)
REQ.
PROV.
LANDSCAPE OPEN SPACE(if applicable) N/A io
N/A 51.
GREENBELT WIDTH (if applicable) N/A feet
N/A feet
LAWN AREA (As defined in Ordinance) 60 io
60 io
TREES
E���
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 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 9 22
SHRU15S(10 SHRUBS FOR EA.TREE REQUIRED) 90 151
$30% SHRUBS /HEDGES SHALL BE NATIVE SPECIES.
PICKET FENCE
L ANDSCAF FLAN
SCALE : 1'= 1(o' -0'
ILL
Q
0 _
f HTE
u
M
00 tr)
-5' HIGH CHAIN
LINK FENCE afj O N 1 M
d--) O tn O
fj V �•+
O )
12' WIDE DOUBLE N
METAL GATE ) �
[L
-ELEC. METER 4 C) (D M
DISCONNECTS d
5' TALL MTL.
PICKET FENCE
w U N
,�� ►. 8 M
GRAVEL iYi �' cti a) M N
DRIVEWAY W W O E-' M
F(24) Q W U Z «i 0 p( O
�6= = : Z
� 13' W=_G
ALU w W 0 '> a
a C 00 Q Cd
a 0
'CHICAGO' BRICK
DRIVEWAY
r -
EZ = ENERGY ZONE SHADE TREE
EXIST. TREES TO BE REMOVED
TREES TO BE REMOVED
NO.
NEW TREE NAME
NATIVE
SPECIES
YES/NO
HGHT.
6 TIME
OF
PLANTING
CANOPY
DIA. /
SPACING
SYMBOL
NEW
EXIST.
SCIENTIFIC NAME
COMMON NAME
A
4
6.
QUERCUS VIRGINIARA
LIVE OAK
Y
14'
10'
B
5
10.
LOGERSTROEMIA INDICA
CREPE MYRTLE
N
6' -8'
6'
C
4
14.
ROYSTONIA ELETA
ROYAL PALM
N
10'
6'
E���
NEW SHRUB NAME
D
40
JASMINUM MULTIFLORUM
STAR JASMINE
N
24' H.
18' O.G.
E
16
CHRYSOBALANUS
COCOPLUM
Y
36' H.
24' O.C.
F
64
FICUS HEDGE
FICUS HEDGE
N
36' H.
30' O.C.
G
3-1
MYRICA PUMILA
WAX MYRTLE
Y
24' H.
30' O.C.
EZ = ENERGY ZONE SHADE TREE
EXIST. TREES TO BE REMOVED
TREES TO BE REMOVED
NO.
NAME
1.
UMBRELLA TREE
2.
FICUS TREE
3.
AVOCADO TREE
4.
BOTTLEBRUSH TREE
5.
R05ELENII PALM
6.
CABBAG=E PALM
I.
SHRUBS
8.
SEAGRAPE TREE
S.
FUCUS TREE (FALLEN)
10.
ALEXANDER PALM
11.
ALEXANDER PALM
12.
ALEXANDER PALM
13.
FUCUS TREE (FALLEN)
14.
FICUS TREE
15.
FLORIDA HOLLY
EXISTING TREE TO REMAIN
TREES TO 8E REMOVED
NO.
NAME
16.
FLORIDA HOLLY
IT
FLORIDA HOLLY
18.
ACASIA
19.
ACASIA
21.
UNKNOWN TREE
22.
WASHINGTON PALM
23.
JACARANDA
24.
ALEXANDER PALM
25.
ALEXANDER PALM
31.
FICUS TREE
32.
ALEXANDER PALM
33.
ACASIA TREE
34.
UNKNOWN TREE
35.
ALEXANDER PALM
38.
FICUS TREE
39.
FICUS TREE
NO.
NAME
SIZE
20.
GUMBO LIMBO
0.4'- 10' -4'
26.
3 ALEXANDER PALMS
0.61- 30' -5'
21.
4 ALEXANDER PALMS
0.61- 30' -5'
28.
ALEXANDER PALM CLUSTER
11- 30' -15'
29.
ALEXANDER PALM CLUSTER
11- 30' -15'
30.
AVOCADO TREE
2'- 10' -6'
36.
MAHOG=ANY
1'- 28' -15'
31.
GUMBO LIMBO
11- 35' -10'
W
Cd
v
U
•�
w
� 4 Nl_
M 00
00
> 00
6 00
O
0 o
N
E���
O
W�
N
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
Ql 1 -20 -09 H.F.
Q2 5 -12 -09 H.F.
Boicort��I�EF�r.
TRUCTURAt., CTI01C Date: 12 -5 -06
Job: MENDEZ
' L"fbVEOtY: , -- --
/ �- Drawn. H.F.
Chcckcd: J.B.G.
Scale: AS SHOWN
t +Fi'! ,r
G E t l s�.. SHEET
o,41516�'..
Arc��f7�, O
• A
4. V"
OF 7