01-0517-005 LANDSCAPE LEGEND EXISTING 6" C.B.U. WALL
N90'0000 E OUTSIDE PROPERTY LINE EXIST_
CHAPTER 18A-ORDINANCE 95-222 LEGAL DESCRIPTION: 1Q-2 2Q-o ,j` ,
OF THE W. A. DANIEL SUBDIVISION 1�1 _� ;
— 711 ' L5-0 J. Bonfill & Associates
LOT 4, BLOCK 1 , WF-24 +7.36 ,
DIOSTRICT ��'3 (-ITt -f °� i�f 1�1�t ! ACCORDING TO THE PLAT THEREOF AS RECORDED IN 1 94.77 / O Cd � r✓:� �•����- 1 '�° o 0
6 UTILITY EAT ENT D 3
GROSS LAND o PLAT BOOK 105, PAGE 76, OF THE PUBLIC RECORDS OF o I +s•9 C7g o
13,790 S.F. ( .31 acre) LAND 10,453.85 S.F.( .24 acres) WATER BODIES (acre) DADS COUNTY, FLORIDA. I
REQ. PROV. „ I I I V •
12 I / I SOD V
LANDSCAPE OPEN SPACE(if applicable) N/A % N/A % I I SOD \ I U WF-24 I OM
1 I � W) M 00
O
H O
GREENBELT WIDTH (if applicable) N/A feet N/A feet I WF-24 00 / Iz C7 + o � oo `p
N
ICA Cq H oo rn
LAWN AREA (As defined in Ordinance)
• '°� �� G• ��• SOD
TREES SOIL STATEMENT EXIST. BANYAN TREE O O
REQ. PROV. I `°S7 C� I 7 k
4.7'ox 60'CAN.x 40'H
TREES PER NET LOT (NOTE:30% OF REQUIRED TREES AND/OR PALMS SHALL 3 �E' I (TO BE REMOVED) St e5 4� I U elr O
INSPECTION OF THE SITE INDICATES THE SOIL TO BE / �` cn
SHALL BE NATIVE SPECIES. M � �� -'`" � '~' �..i
3-0 WIDE IRON N
NO MORE THAN 20% OF THE NATIVE TREE REQUIRED SHALL BE SABAL PALMETTO UNDISTURBED SAND AND LOOSE ROCK��'WCTFI� A'�BEffiRING I I �� ±9•-° GATE (TYP.) I V� U
(CABBAGE PALM) PRESSURE CAPACITY OF 2,000 P.S.F", ARCHITECT 0R' O \ +9.0 1 00 V] v -� 1 c i �
ENGINEER OF RECORD WILL SUBMIT A LET Qy
REQ• PROV. TTER ATTESTING L — — WF-24 WF-24 — `o. I
STREET TREES 7 TO THE ACTUAL SOIL CONDITIONS ONCE GROUND HAS
(TREES IN THE RIGHT OF WAY(*) OR ON PRIVATE PROPERTY)* WILL REQUIRE PUBLICS WORKS BEEN BROKEN. ALL FOOTINGS AND SLABS TO REST ON
APPROVAL OR SPECIAL TAXING DISTRICT. I 32'-0"
CLEAN WELL COMPACTED SOIL. / i I - - �
0
TOTAL NUMBER OF TREES 10 ` I I \ 17'-0" 15'-01' S "� r-, •�0. �+..�
SHRUBS(10 SHRUBS FOR EA.TREE REQUIRED) 100 a�jD0 ; I I O
*30% SHRUBS/HEDGES SHALL BE NATIVE SPECIES. iWF-24I I \ I O '� M •'-±
*IRRIGATION SYSTEM REQUIRED PURSUANT TO CHAPTER 33 DADE COUNTY CODE. I z FINISH FLOOR----- +8.0' �j .� ct
^ +10'-4" NGVD / +7.25
•°o N Q I I CONCRETE SLAB ---,,
TREE NAME 140 4T I ►� w EXIST. FICUS TREE
NATIVE
SPECIES �TTiI�IE CANOPY °o I O >- I 3'Ox 50'CAN.x 40'H 15'-0" 17'-0"
SYMBOL NEW EXIST. SCIENTIFIC NAME COMMON NAME YES/NOS NT DIA. \ z I _, +9.0 I (TO BE REMOVED)
A 5 QUERCUS VIRGINIARA LIVE OAK Y yam, 6' I in I I I +9.08' -
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B 1—f&u�'r1Z0M JAfbN IW WA)c f42J\ 51r 11 8 o L� I
0
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D Mi VA , JA?PAmesF_ YEu)7rzEy l8u 24"O.C. I /
I �
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L _ — — =24 �I 14 1 e,+4 G• •s` CONCRETE SLAB -�.
x
'1'' — Sri•L� �
F I � �'•' ,�,
NO WATER PIPE EXIS. WATER -
G I I _
JOINTS UNDER SLAB MAIN __ _
W
w
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Y ATE R ME E
Q Z %Q
c F- ¢ 0
WM
3: F= I SUPF LY LI 4E = - -
LO�FZ-
M
B O
MULCH GROUND COVER
O B 25'-0" ,
• soD� I D(40) I soD D 30 I _
)
tX +9.0'
C
CONCRETE V
+9.0' - WALKWAY A
- - - - - - - - - - - - - - - - - - - - -
W W
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4"0 /8"/F 51 FU O B1 soD�
FLOOD LEGEND
- Compliance with Chapter IIC of the Miami Dade County Code ZONING LEGEND I ( M N
F� od
Special Flood Hazard Area (Zone AH, AE)- Outside Special Flood Hazard Area (Zone X) \ I 1 O T^ '-j O
SINGLE FAMILY SOD \ _ 0 19'Wx45.1'L DRAINFIELD I B V�T11 O
RESIDENTIAL ZONINGS- ?�
Gl 1g' of �acT F4 1__P.>�•i_/!1 — I
(857 SQ.FT.) 1 px., P-,
Process#: Folio#: HEIGHT (TO RIDGE OF ROOF): 30'-0" o ,
NET LAND AREA 10,454 S.F. 1 �� +8.75
Lot: 4 Block: 1 Plat Book: 105 Page: 76 LOT COVERAGE (EVERYTHING UNDER ROOF) 3,135.33 S.F. = 29,99% 1 NpTE: RESERVE AREA IS SOD �Ei �
MAX. LOT COVERAGE 3,136.20 S.F. = 30% 4"FCO-2 WAY I I> THAN 1,
714 SQ.FT. � � �
Address: ? Highest Crown of Road: 8.7' & 7.75' TOTAL PAVED AREA 4,173.33 S.F. = 39.92% (COMBINATION TEST TEE)
".4 ti
MAX. PAVED AREA 4,181.60 S.F. = 40% I 1 7S, rn
Cd
Highest Crown of Road Elevation above was taken from a certified survey prepared by: SETBACKS: FRONT 25'-0" I 1 �0•,
SIDE STREET 15'-0"
JUAN J. BONFILL PLS Lic #: 3179 SIDE 7'-6"
REAR 25'-0' C
Lowest Floor Elev. Garage / Storage Adjacent Grade Elev. Retention Area Elev. SITE TO BE FILLED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN
EXISTING ELEVATION NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE A � N90°00'00'E Q�
co
ROAD ABUTTING THE PROPERTY.
PROPOSED 10.33' 9.0' 8.75' `" . 61 .•56'
AREA ADJACENT TO LAKE OR CANAL TO BE GRADED SO AS TO PREVENT DIRECT
A
OVERLAND DISCHARGE OF STORMWATER INTO LAKE OR CANAL. SOD
Si
Tie Beam Elevation Certificate is required before making any inspections above LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF
the lowest floor and a Final Elevation Certificate is required before issuance STORMWATER ONTO ADJACENT PROPERTY. o
of certification of occupancy or completion (Completion Hold 186) (1 IC-3d3) APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION.
Call 372-6685.
O.S.F.H.-(Outside Special Flood Hazard) All electrical, plumbing and mechanical LOWEST FINISHED FLOOR ELEVATION
equipment must be located at or above the required lowest floor elevation. o EXIST. WATER
S.F.H. -(Special Flood Hazard) All electrical, plumbing and mechanical equipment (INCLUDING BASEMENT) I VALVE
+8.7' CROWN OF ROAD
must be located at or above the Base Flood Elevation or the Required Lowest
_
REVISIONS BY
Floor Elevation whichever is higher. DISTRICT ELEVATION
Lowest Floor- IIC-2(bb) "Shall mean the lowest floor of the lowest enclosed CITY FLOOD CRITERIA CROWN OF ROAD NOTE:
area (including basement). An unfinished or flood resistant enclosure, usable DISTRICTS C.H.H. S.F.H. OTHER
for parking or vehicle, building access or storage in an area other than a SEE BOUNDARY SURVEY
basement area, is not considered a building's lowest floor; provided that such REQUIRED FOR ADDITIONAL ,INFORMATION 1,I,, '��i�i
enclosure is not built as to render the structure in violation of the applicable PROPOSED* - r 5W 5 5 l�C 15 I I\I T
non-elevation design requirements in 60.3 of CFR Ch.1(10-1)-88 Edition)". +7.6' CROWN OF ROAD
Dade County Code Sections IIC-3, IIC-4, IIC-5. LOWEST FLOOR AS-BUILT ELEVATION SURVEY IS REQUIRED
BEFORE MAKING ANY INSPECTION ABOVE LOWEST FLOOR ❑ SEPTIC TANK_30(;AL (MIN)
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 *SHALL BE INCHES ABOVE FINISHED GRADE DRAINFIELD �'S7 _ C� �i pI
- uses i.e. parking, limited storage and building access and shall be designed to SQ.FT. (MT1� • O /11 li I IRAN
allow for the entry and exit of flood-waters to automatically equalize ANY APPLICABLE RESOLUTION: �, ��c R 0 V E D Date: 01-29-2001 —
hydrostatic flood forces on exterior walls. The interior portion of such II'�TAL1. re7
enclosed area shall NOT be portioned of finished flood resistant materialsr �
P ( NOTICE: Lfc��ys. ED P �- �;sc. w STATE O F FLORIDA I/ 81 I _ 1 1 _OI I
only) into separate rooms or air conditioned. Design for complying with this t°9c" `" Job: ESTARELLAS
..,,;.,
IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE DEPARTMENT OF HEALTH�REHABILITATION SERVICE, ° � 4' h' e'
requirement must be either certified, by a professional engineer or architect or *� ,.,^� �. ..r,, 7 2 c
ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND "';"'r' °'" °^u' +'--•` "A"L LU'-�Q I Oc;'';,,,;,;;jaT OF PUBLIC I I I I i I I I I I Drawn: J.P.R.S.
meet the following criteria; (1) Provide a minimum of two (2) openings having a IN THE PUBLIC RECORDS OF THIS COUNTY. SECTION 553.79 (10), FLORIDA � i k� t� ; ;"` �to• ,t;,�, (p 70 LIC HEALTH - -�
total net area of no less than one 1 square inch for ever square foot of `y' F"° .4}� `
O q y q STATUTES, EFFECTIVE 7/10/87. :•� -, SAldil'
enclosed area size. Bottom of all openings shall be not higher than one (1) foot E'°°'"+ �'.� y= '�„” �°'Pn':�; i1 y•L"'Lq U= "'Ir E "" �Ellli'!G SECTION
above rode. - !'_b!�il `�"�I I� °"�`'#T'' # �r ��s � IIiBSJ pig �v ITE ScWAGE DISPOSAL STEM Checked: —
„•,A-�. OSAL SY ONLY
9 A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES. CONTACT
E� rvt ski ad' V a�4 OrWJ 0�3 D�=t. : 9 i� tam Seri I lNo. DI z �G/� Scale: AS SHOWN
- -� PUBLIC WORKS DEPT. -
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". THE HEIGHT OF FENCES, WALL AND HEDGES SHALL NOT EXCEED 2.5 FEET IN
IIC-2(gg) "Minimum Finished Grade shall mean the elevation established in Dade HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY LEADING TO A RIGHT OF SHEET
Date Z7 O
County Flood Criteria Map at a specific development site or crown of road WAY ` SHEET
HE APPROVED SEPTIC TANK DRAINFIELD
t �: (
elevation of are existing adjacent road, whichever is higher (or waiver must be THE HEIGHT OF FENCES IS BEING MEASURED FROM GRADE. GRADE = ELEVATION OF IItiZLRT ELEVATION MAY BE THE CONTROLLING
obtained). Site grading must be provided in a manner so as to retain run-off PUBLIC SIDEWALK OR CROWN OF ROAD.
within the site and prevent run-off into adjacent property as well as direct �Ai•:iOR IN DETERMINING F1141
SHED FLOOR
p , �• 3
surface water run-off into lakes or canals. ELEVATION 'T
A. I
COUNTY FLOOD CRITERIA 7.5 ffr
' - OF �. 1