05-1487-001�i
i`
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4
'OLP' CNICAlao PAVERS
ON 2" SAND BASE ON 4'
COMPACTED LIME ROOK
6'X6" CONC. CURB W/2 »4
CONTINUOUS
EXTERIOR STEPS.
1 " =1' -0"
6'X6' CON(. CURB W12 14
SONY INUOUi
>LD' cHIc*,0 PAVERS
M
2' SAND 545E ON 4'
OMPACTED LIME ROCK
U5 -BA5E
SANDEASE
M OCK
ORUSHFp L E R
SL OOMPACTFD TO 55%
PAVER DETAIL
1 11=1 ' -0
_
S.W. 84 STREET
LANDSCAPE NOTE
FOR LANDSCAPE INFORMATION REFER TO SHEET L -I.
EXIST. GRADE SWALE AREA
822' Nn.V.D_ Z��_ 1.9 N.Cz.V,D. SWALE AREA A
� EXIST. 4 HIGH FENCE PROPERTY LINE -- TYP. -aAro' N.G.V.D.
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6'X6" CONC. CURB W/2 »4
CONTINUOUS
EXTERIOR STEPS.
1 " =1' -0"
6'X6' CON(. CURB W12 14
SONY INUOUi
>LD' cHIc*,0 PAVERS
M
2' SAND 545E ON 4'
OMPACTED LIME ROCK
U5 -BA5E
SANDEASE
M OCK
ORUSHFp L E R
SL OOMPACTFD TO 55%
PAVER DETAIL
1 11=1 ' -0
_
S.W. 84 STREET
LANDSCAPE NOTE
FOR LANDSCAPE INFORMATION REFER TO SHEET L -I.
EXIST. GRADE SWALE AREA
822' Nn.V.D_ Z��_ 1.9 N.Cz.V,D. SWALE AREA A
� EXIST. 4 HIGH FENCE PROPERTY LINE -- TYP. -aAro' N.G.V.D.
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+7.92' N.G.V.D.
AE 10
S.W. 84 STREET
LANDSCAPE NOTE
FOR LANDSCAPE INFORMATION REFER TO SHEET L -I.
EXIST. GRADE SWALE AREA
822' Nn.V.D_ Z��_ 1.9 N.Cz.V,D. SWALE AREA A
� EXIST. 4 HIGH FENCE PROPERTY LINE -- TYP. -aAro' N.G.V.D.
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- -- STRUCTURES
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- -- STRUCTURES
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CONCRETE FD
COMPACTED FILL RS ON
POOL
(UNDER 5EF'ERATE
PERMIT)
12' X 24'
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Y 1 SERVICE ON COMPACTED
FILL
s SWALE AREA �M
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i e UNDERGROUND \' EXIST- GRADE ELEC. POLE
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PROPERTY LINE -TYP.
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UMBRELLA THE ; ! raRA�)S
EXIST. GRADE VISIBILITY
TO:!"3E REMOVED \ EXISTING PAVERS" /
ELEC. F`OLE
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5 fB L P L
' . TO SE .RELOCATED
u a`
Am,
SITE PLAN /ROOF PLAN
,45F='HAL7 FAVErIEN7
S.W. 83 STREET
POOL BARRIER NOTE:
ALL WINDOWS AND DOORS WITHIN THE EX15T.
CHAIN LINK FENCE (POOL BARRIER) SHALL
COMPLY' WITH ONE OF THE FOLLOWING.
A) ALL DOORS AND WINDOWS MUST HAVE
SELF- CLOSINS, SELF - LATCHING IN5TALLEID
W /POSITIVE MECHANICAL LATCHING /LOCKING
INSTALLED A MINIMUM 54" ABOVE THE THRESHOLD,
5)Z,4_15 NOT POSSIBLE INSTALL AN AUDIBLE
L?�Ii';4LARM COMPLYING W/UL 2017 - MINIMUM SOUND
PRESSURE RATING OF a0de AT 10 FT.). PLUG -IN
LEGAL DESCRIPTION
THE NORTH 1/2 OF LOTS 16, 11 lib BLOCK 1 OF "AMENDED
SEA VIEW PARK" ACCORDING TO THE PLAT THEREOF, AS RECORDED
IN PLAT BOOK 11 AT PAGE bm OF THE PUBLIC RECORDS OF MIAMI
DADE COUNTY, FLORIDA. CONTAINING 10055 S.F.
TERMITE PROTECTION NOTE
"BUILDING (5) SHALL HAVE PRE - CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES IN
ACCORDANCE WITH THE RULES AND LAWS ESTABLISHED BY
FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER
SERVICES ". A "CERTIFICATE OF COMPLIANCE" SHALL BE
ISSUED TO THE BUILDING DEP=ARTMENT BY THE LICENSED
PEST CONTROL COMPANY PERFORMING THE TREATMENT.
GROUND FLOOR ::.::: : ....... ::::. ........... ... ............ .............. ____ 3,025 S.F.
POOL & PATIO AREAS ................. 621 S.F.
PAVED DRIVEWAY AREA .:.:.... 280 S.F.
TOTAL IMPERVIOUS PROPOSED .. "' ... .. ............................... 3,926 S.F
TOTAL ALLOWED (407 OF 10,085 S.F.) " " " " "" "" " " " " " " "" "" " "" " "" 4.034 S.F.
FLOOD N
� D LE � D
Re81dc5ntia l Nsw Construction'
ADDRESS: 5325 S.W. 58TH AVE
LOT: 16 -18 BLOCK: 1 PLAT BOOK: 17 PACE: MO
HIGHEST GROWN OF ROAD ELEV-: 8.2T FT. NGVD. HIGHEST CROWN OF ROAD ELEVATION
WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY:
T -
ALBER 0 LORENZO LUACES PIES LIC.#: OD03087
SuRvEYOR'S NAME
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD
ELEVATION. (B.F,E,)
ALL AREAS BELOW H.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS HAVING
A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE
FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO
HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE
ENCLOSED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS, FLOOD RESISTANT
MATERIALS WILL BE USED BELOW B.F.E.
ALTERNATIVELY, SEE A CERTIFICATION BY NOT APPLICAILE P.E. ON THE PLAN
NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF
HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS.
THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES,
SITE GENERAL NOTES:
I. PROVIDE LANDSCAPING ON THE 51TE TO MEET DADE COUNTY
LANDSCAPE ORDINANCE REQUIREMENT.
2. CLEA AND GRUB ALL PREMISES OF PLANT MATERIAL, ROOTS, STONES
AND ANY MATERIAL OVER I" IN DIAMETER INCLUDING CANAL DREDGING
AND FREVIOU6 FILL,NOT COMPACTED A5 PER CODE.
3. SOIL 5 ALL BE TREATED AGAINST SUBTERRANEAN TERMITES BY A LICENSED
TERMI E CONTROL COMPANY. TREAT ENTIRE AREA OF NEW CONSTRUCTION
EXTEN ING AT LEAST 2 FT, BEYOND ALL BUILDING FOUNDATIONS.
4. CHEMI AL5 UNDER SLAB SHALL BE APPLIED AFTER FILL 16 TAMPED AND ROUGH
PLUMBING INSTALLED. CHEMICALS SHALL BE APPLIED NOT MORE THAN 24 HR5.
I
5. PROVIDE AN IRRIGATION SYSTEM TO BE OPERATED WITH A TIMER AND TO
COVER ALL LANDSCAPED AREAS.
6. THE HE GHT OF FENCES , WALLS AND HEDGES SHALL NOT EXCEED 30" IN HEIGHT
WITHIN I ' -0' OF THE EDGE OF DRIVEWAYS.
1- DIG Ail EXCAVATIONS FOR CONTINUOUS WALL FOUNDATIONS WITH SQUARE CORNERS,
LEVEL BOTTOMS AND DIMENSIONS SHOWN ON PLANS. FORMS MAY BE REQUIRED
WHEN XCAVATION5 ARE NOT CLEAN -CUT AND STABLE. REMOVE ROOTS PROTRUDING
INTO T E AREA TO BE POURED.
LOWEST FLOOFR
ELEVATION
GARAGE /STORAGE
FLOOR ELEVATION
ADJACENT CxRAPF
- ELEVATION
5WALE AREA
ELEVATION
PROPOSED
10.20 FT. NGVD
10.00' FT. W4VD
1.50' FT. NGVD
SIM' FT- NGVD
BASE FLOOD
AE 10
J
a
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD
ELEVATION. (B.F,E,)
ALL AREAS BELOW H.F.E. SHALL BE PROVIDED WITH A MINIMUM OF TWO (2) OPENINGS HAVING
A TOTAL NET AREA OF NO LESS THAN ONE SQUARE INCH OF OPENING FOR EVERY SQUARE
FOOT OF ENCLOSED AREA SUBJECT TO FLOODING. THE BOTTOM OF THE OPENING WILL BE NO
HIGHER THAN ONE (1) FOOT ABOVE GRADE AND LOCATED ON DIFFERENT SIDES OF THE
ENCLOSED AREA. OPENINGS WILL BE EQUIPPED WITH SCREENS OR LOUVERS, FLOOD RESISTANT
MATERIALS WILL BE USED BELOW B.F.E.
ALTERNATIVELY, SEE A CERTIFICATION BY NOT APPLICAILE P.E. ON THE PLAN
NOTES INDICATING THAT THE DESIGN WILL ALLOWED FOR THE AUTOMATIC EQUALIZATION OF
HYDROSTATIC FLOOD FORCES ON EXTERIOR WALLS.
THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIES. WHERE NECESARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES,
SITE GENERAL NOTES:
I. PROVIDE LANDSCAPING ON THE 51TE TO MEET DADE COUNTY
LANDSCAPE ORDINANCE REQUIREMENT.
2. CLEA AND GRUB ALL PREMISES OF PLANT MATERIAL, ROOTS, STONES
AND ANY MATERIAL OVER I" IN DIAMETER INCLUDING CANAL DREDGING
AND FREVIOU6 FILL,NOT COMPACTED A5 PER CODE.
3. SOIL 5 ALL BE TREATED AGAINST SUBTERRANEAN TERMITES BY A LICENSED
TERMI E CONTROL COMPANY. TREAT ENTIRE AREA OF NEW CONSTRUCTION
EXTEN ING AT LEAST 2 FT, BEYOND ALL BUILDING FOUNDATIONS.
4. CHEMI AL5 UNDER SLAB SHALL BE APPLIED AFTER FILL 16 TAMPED AND ROUGH
PLUMBING INSTALLED. CHEMICALS SHALL BE APPLIED NOT MORE THAN 24 HR5.
I
5. PROVIDE AN IRRIGATION SYSTEM TO BE OPERATED WITH A TIMER AND TO
COVER ALL LANDSCAPED AREAS.
6. THE HE GHT OF FENCES , WALLS AND HEDGES SHALL NOT EXCEED 30" IN HEIGHT
WITHIN I ' -0' OF THE EDGE OF DRIVEWAYS.
1- DIG Ail EXCAVATIONS FOR CONTINUOUS WALL FOUNDATIONS WITH SQUARE CORNERS,
LEVEL BOTTOMS AND DIMENSIONS SHOWN ON PLANS. FORMS MAY BE REQUIRED
WHEN XCAVATION5 ARE NOT CLEAN -CUT AND STABLE. REMOVE ROOTS PROTRUDING
INTO T E AREA TO BE POURED.
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