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7600 �
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7630
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LOCATION SKETCH
. _. N.T.S.
50 f L. STrATF-t'IENT
FOOTINGS HAVE BEEN DESIGNED TO BEAR ON COMPACTED OR
UNDISTURBED SAND OR LIMESTONE, WITH A MINIMUti1 SAFE BEARING
CAPACITY OF 2000 PSF. (BASED ON VISUAL INSPECTION).
AT THE TIME OF CONSTRUCTION, A REGISTERED PROFESSIONAL
ENGINEER SHALL SUBMIT A LETTER TO THE BUILDING OFFICIAL, SIGNED
AND SEALED, ATTESTING THAT THE SITE HAS BEEN OBSERVED AND
THAT THE FOUNDATION CONDITIONS ARE'SIMILAR TO THOSE UPON
WHICH THE DESIGN IS BASED.
Project
Location
Aff
7548
7610
7620
71630
7640
580
1
CD
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7600 �
7620 �
7630
� 7C44
i
LOCATION SKETCH
. _. N.T.S.
50 f L. STrATF-t'IENT
FOOTINGS HAVE BEEN DESIGNED TO BEAR ON COMPACTED OR
UNDISTURBED SAND OR LIMESTONE, WITH A MINIMUti1 SAFE BEARING
CAPACITY OF 2000 PSF. (BASED ON VISUAL INSPECTION).
AT THE TIME OF CONSTRUCTION, A REGISTERED PROFESSIONAL
ENGINEER SHALL SUBMIT A LETTER TO THE BUILDING OFFICIAL, SIGNED
AND SEALED, ATTESTING THAT THE SITE HAS BEEN OBSERVED AND
THAT THE FOUNDATION CONDITIONS ARE'SIMILAR TO THOSE UPON
WHICH THE DESIGN IS BASED.
Project
Location
Aff
7548
7610
7620
71630
7640
580
1
CD
0
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•%
-
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IMPERVIOUS
COVERAGE
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V)
7600 �
7620 �
7630
� 7C44
i
LOCATION SKETCH
. _. N.T.S.
50 f L. STrATF-t'IENT
FOOTINGS HAVE BEEN DESIGNED TO BEAR ON COMPACTED OR
UNDISTURBED SAND OR LIMESTONE, WITH A MINIMUti1 SAFE BEARING
CAPACITY OF 2000 PSF. (BASED ON VISUAL INSPECTION).
AT THE TIME OF CONSTRUCTION, A REGISTERED PROFESSIONAL
ENGINEER SHALL SUBMIT A LETTER TO THE BUILDING OFFICIAL, SIGNED
AND SEALED, ATTESTING THAT THE SITE HAS BEEN OBSERVED AND
THAT THE FOUNDATION CONDITIONS ARE'SIMILAR TO THOSE UPON
WHICH THE DESIGN IS BASED.
Project
Location
Aff
7548
7610
7620
71630
7640
580
1
CD
0
r-
•%
ZONE R6-3 LOUD DENSITY SINGLE FAMIL"r RE5IDENCE
DISTRICT
NET LAND 11,600 6aFT. 0,404 (ACRE)
REQ. PROV.
MAXIMUM IMPERVIOUS COVERAGE (BLDG +GAZEBO +POOL) 1,040(40%) (40 %) -1,024 C39•g�O�
MINIMUM LAWN AREA (AS DEFINED IN ORDINANCE) 10,5(00 (60511.) 10,5e (60.1%)
SECOND FLOOR AREA 218I SCA=T. (60% OF 1st PLR) I S03 SQ.FT. (52.2% OF let FLR)
SETBACKS: REQUIRED PROVIDED.
FRONT NORTH 25.0' 25'
EAST SIDE '�' -�" - 1�.LN. "
66' -6" > 32' (20% OF 160')
WEST SIDE ... 'i' -6.2 MIN. 50' -�
REAR SOUTH 25.0' 28' -6"
SITE TO BE FILED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN ELEVATION
NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE ROAD ABUTTING THE
PRof=EE RT` 1.
AREA ADJACENT TO LAKE OR CANAL TO BE GRADED AS TO PREVENT DIRECT OVERLAND
DISCHARGE OF STORM WATER INTO LAKE OR CANAL
LOT WILL 5E GRADED SO AS TO FREVENT DIRECT OVERLAND DISCHARGE OF 5T0RMWATEF,
ONTO ADJACENT FROFERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL KINSFECTION
AN'T' APPLICABLE RESOLUTION:
- AS -BUILT ELEVATION SURVEY IS REQUIRED BEFORE MAKING ANY INSPEC, �bVE LOV
1�1OTICEE:
AND AS -BUILT ELEVATION CERTIFICATE IS REQUIRED BEFORE ISSUANCE OF, RTIFICATE }
IN ADDITION TO THE REQUIREMENTS OF THIS PER1"'IIT, THERE MAY BE ADDITIONAL r`' OR COMPLETION (11C3 -3D3)
RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAT' BE FOUND IN THE ABC PAS
PUBLIC RECORDS OF THIS COUNTY. SECTION FLORIDA STATUTES,
�F:PE= GTIYE= - T /1�/8� i
A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROCHES ONTO
PUBLIC RIGHT OF WAY. CONTACT PUBLIC WOiR<5 DEPART`9ENT.
THE HEIGHT OF FENCES, WALL AND HEDGES SHALL NOT E><CEED 2.5 FEET
IN HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEUJAY LEADING TO A T`rF AIC FAD SCFZEENING
THE HE=IGHT OF FENCES IS BEING 1 IEEASURED FROM GRADE. N.T.S.
GRADE = EELEEVATION OF PUBLIC SIDELUAL< OR CROWN OF ROAD
SITE PLAN
I " = 10'
DADE COUNTY FLOOD PLAIN MANAGEMENT PROGRAM LEGEND
FOLIO: 09- 4036 -000 -0170 ADDRESS: 5862 SW 76TH STREET
FLOOD ZONE: BASE FLOOD ELEVATION:
COUNTY FLOOD CRITERIA: HIGHEST CROWN OF R('
ELEVATION LOWEST FLOOR GARAGE /STORAGE
EXISTING
PROPOSED 10.95' 10.95'
REQUIRED 10.95' 10.95'
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IMPERVIOUS
COVERAGE
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AREA CALCULATION:
O
N
I.
BUILDING
3,645
GAZEBO
623
00
POOL
800
N
LO
POOL DECK
SIO
DRIVEI.UAY
986
O
TOTAL
1,024
ZONING LEGEND
_ ZONING R5_3 SINGLE FAMILY Ec DUPLEX
MEAN ROOF HEIGHT
25, -0
.;
NET LAND AREA -
11,600 SQ.FT. -.
LOT COVERAGE (EVERYTHING UNDER ROOF) ` -�
3,645 SQ.FT.'
MAXIMUM ��
FROVIDED
4�
LOT COVERAGE 30% 30
20.11%
ZONE R6-3 LOUD DENSITY SINGLE FAMIL"r RE5IDENCE
DISTRICT
NET LAND 11,600 6aFT. 0,404 (ACRE)
REQ. PROV.
MAXIMUM IMPERVIOUS COVERAGE (BLDG +GAZEBO +POOL) 1,040(40%) (40 %) -1,024 C39•g�O�
MINIMUM LAWN AREA (AS DEFINED IN ORDINANCE) 10,5(00 (60511.) 10,5e (60.1%)
SECOND FLOOR AREA 218I SCA=T. (60% OF 1st PLR) I S03 SQ.FT. (52.2% OF let FLR)
SETBACKS: REQUIRED PROVIDED.
FRONT NORTH 25.0' 25'
EAST SIDE '�' -�" - 1�.LN. "
66' -6" > 32' (20% OF 160')
WEST SIDE ... 'i' -6.2 MIN. 50' -�
REAR SOUTH 25.0' 28' -6"
SITE TO BE FILED TO COUNTY FLOOD CRITERIA ELEVATION N.G.V.D. OR AN ELEVATION
NO LESS THAN THE HIGHEST APPROVED CROWN ELEVATION OF THE ROAD ABUTTING THE
PRof=EE RT` 1.
AREA ADJACENT TO LAKE OR CANAL TO BE GRADED AS TO PREVENT DIRECT OVERLAND
DISCHARGE OF STORM WATER INTO LAKE OR CANAL
LOT WILL 5E GRADED SO AS TO FREVENT DIRECT OVERLAND DISCHARGE OF 5T0RMWATEF,
ONTO ADJACENT FROFERTY. APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL KINSFECTION
AN'T' APPLICABLE RESOLUTION:
- AS -BUILT ELEVATION SURVEY IS REQUIRED BEFORE MAKING ANY INSPEC, �bVE LOV
1�1OTICEE:
AND AS -BUILT ELEVATION CERTIFICATE IS REQUIRED BEFORE ISSUANCE OF, RTIFICATE }
IN ADDITION TO THE REQUIREMENTS OF THIS PER1"'IIT, THERE MAY BE ADDITIONAL r`' OR COMPLETION (11C3 -3D3)
RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAT' BE FOUND IN THE ABC PAS
PUBLIC RECORDS OF THIS COUNTY. SECTION FLORIDA STATUTES,
�F:PE= GTIYE= - T /1�/8� i
A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROCHES ONTO
PUBLIC RIGHT OF WAY. CONTACT PUBLIC WOiR<5 DEPART`9ENT.
THE HEIGHT OF FENCES, WALL AND HEDGES SHALL NOT E><CEED 2.5 FEET
IN HEIGHT WITHIN 10 FEET OF THE EDGE OF ANY DRIVEUJAY LEADING TO A T`rF AIC FAD SCFZEENING
THE HE=IGHT OF FENCES IS BEING 1 IEEASURED FROM GRADE. N.T.S.
GRADE = EELEEVATION OF PUBLIC SIDELUAL< OR CROWN OF ROAD
SITE PLAN
I " = 10'
DADE COUNTY FLOOD PLAIN MANAGEMENT PROGRAM LEGEND
FOLIO: 09- 4036 -000 -0170 ADDRESS: 5862 SW 76TH STREET
FLOOD ZONE: BASE FLOOD ELEVATION:
COUNTY FLOOD CRITERIA: HIGHEST CROWN OF R('
ELEVATION LOWEST FLOOR GARAGE /STORAGE
EXISTING
PROPOSED 10.95' 10.95'
REQUIRED 10.95' 10.95'
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