13-872-002ZONING: RS -3 (LOW DENSITY SINGLE- FAMILY RESIDENTIAL)
FLOOD ZONE: AE
GARAGE /STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
LOT AREA 12,851 S.F. (0.295
ACRES)
12.98' FT. NGVD
ADJUSTED SQUARE FOOTAGE
10.53' FT. NGVD
10.45' FT. NGVD
OF EXISTING HOUSE: 1,701 S.F.
12.98'
10.65'
LOT WIDTH: 100.36'
10.45'
SETBACKS PER SECTION 20-3.5E) REQUIRED (MIN.)
PROVIDED
FRONT: 25' -0"
25' -3"
REAR: 25' -0"
FOR ANY PERSONAL INJURY OR DAMAGE TO THE JOB AND /OR TO ADJACENT PROPERTIES, AND FOR WORK NOT PROPERLY INSPECTED.
27' -1"
SIDE: 7' -6"
11' -11" (EXISTING)*
SIDE STREET: 15' -0"
WORK IS BEING DONE, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED TO EXISTING SPACES, FURNISHINGS, AND EQUIPMENT
16 ° -1 "*
* CUMULATIVE WIDTH MUST EQUAL 207. OF LOT WIDTH (20' -0")
MIN.:
CUMULATIVE WIDTH = 28' -O"
SUCH MANNER TO PROTECT THEM FROM ANY DAMAGE OR THE ELEMENTS.
AREA
F
E.ASTING ENCLOSED AiGAREA:
1,409
ARCHITECT ASSUME NO RESPONSIBILITY FOR ANY DAMAGES TO UTILITY LINES, ANY UTILITY LINES OR EQUIPMENT DAMAGED DURING
EAWiNGQPEWAIRC ;EF Cb GifA A
SD
ENSTING GARAGE AREA;
4u9
I
A^ OVAL EIJCLQS 0 A;C AFtX
1.2 1 4 1 2
I
ACCITIMAL GARAGE A
65
S.W. 77th
A iAL 'EFT -AIR COVERED PORCHAFE
525
SOD I
NEW CCNERED TERRACE AREA,
414
TOTAL AFZA,
377,
REQUIRED
PROVIDED
MAX. BUILDING COVERAGE: 3,855.3 SF
(30% MAX)
3,824 SF (29.75 %)
MAX IMPERVIOUS COVERAGE: 5,140.4 SF
(40% MAX)
4,685 SF (36.46 %)
BUILDING HEIGHT: REQUIRED
EL 10 I
PROVIDED
HEIGHT OF ROOF RIDGE: 2 STORY
(25' -0 ") 1
STORY (21' -10 1/:
INDEX OF DRAWINGS
A -1 SITE PLAN / GEN. NOTES / INDEX OF DWG'S.
A -2 DEMOLITION PLAN
A -3 FLOOR PLAN / DETAILS
A-4 ROOF PLAN / SCHEDULES
A -5 EXTERIOR ELEVATIONS
A -6 EXTERIOR ELEVATIONS
A -7 SECTIONS
A -8 SECTIONS
A -9 SECTIONS
S -1 STRUCTURAL NOTES
S -2 FOUNDATION PLAN / DETAILS / SCHEDULES
S -3 ROOF FRAMING PLAN / DETAILS /SCHEDULES
S-4 DETAILS
S -5 DETAILS
S-6 SECTIONS
S -7 STRUCTURAL SECTION
S-8 STRUCTURAL SECTION
E -1 ELECTRICAL PLAN / LEGEND
E -2 ELECTRICAL NOTES / RISER / PANELS / DETAILS
M -1 MECHANICAL PLAN
M -2 MECHANICAL NOTES & DETAILS
P -1 WATER DISTRIBUTION & SANITARY PLANS
P -2 RISERS / PLUMBING NOTES / DETAILS
GENERAL NOTES:
FLOOD LEGEND
RESIDENTIAL CONSTRUCTION
ADDRESS: 7800 S.W. 58 COURT, MIAMI, FL 33143
LOT: 1 BLOCK: DAVIS HIGHLANDS PLAT BOOK: 51 PAGE: 59
HIGHEST CROWN OF ROAD ELEV.: 10.73 FT. NGVD. HIGHEST CROWN OF ROAD ELEVATION
WAS TAKEN FROM THE ATTACHED CERTIFIED SURVEY, OR A CERTIFIED SURVEY PREPARED BY:
NOVA SURVEYORS. INC. PLS LIC, #- LB #5437
SURVEYOR'S NAME
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD
ELEVATION. (B.F.E.)
ALL AREAS BELOW B.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.
THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIES. WHERE NECESSARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
0' - 0" = 12.98' NGVD
FOLIO #:
09- 4036 -007 -0010
SURVEY NOTES:
ALL SURVEY NOTATION AND DESCRIPTIONS ARE RELAYED FROM
INFORMATION TAKEN BY "NOVA SURVEYORS, INC, 5582 N.W. 7th
STREET, SUITE 202, MIAMI, FL 33126 (305) 264 - 2660 ". FIELD
SURVEY TAKEN 07- 09 -09. SEE ATTACHED SURVEY.
LEGAL DESCRIPTION:
LOT 1, OF DAVIS HIGHLANDS, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 59, OF
THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
SCOPE OF WORK:
THE SCOPE OF WORK IS AN ADDITION /
RENOVATION OF A SINGLE FAMILY RESIDENCE.
CODE USED:
FBC 2010, RESIDENTIAL &
EXISTING BUILDING (2010).
FLORIDA FIRE PREVENTION CODE 2010
GRADING NOTES:
1. LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND
DISCHARGE OF STORM WATER ONTO ADJACENT PROPERTY.
2. GRADE ACCORDINGLY TO MEET DEFINED SPOT ELEVATIONS.
APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION.
3. SITE TO BE FILLED 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 PROPERTY.
DRAINAGE NOTE:
ALL RAINWATER SHALL BE RETAINED WITHIN PROPERTY LINES.
REFER TO PROPOSED SPOT ELEVATION MARKS.
1. ALL WORK SHALL CONFORM WITH THE LATEST VERSION OF THE FLORIDA BUILDING CODE (FBC), OSHA, NFPA, INDUSTRY STANDARDS,
LOWEST FLOOR
ELEVATION
GARAGE /STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
PROPOSED
12.98' FT. NGVD
10.81' FT. NGVD
10.53' FT. NGVD
10.45' FT. NGVD
EXISTING
12.98'
10.65'
10.53`
10.45'
ALL ELECTRICAL, MECHANICAL AND PLUMBING WILL BE PLACED AT OR ABOVE THE BASE FLOOD
ELEVATION. (B.F.E.)
ALL AREAS BELOW B.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.
THE SITE WILL BE GRADED IN A MANNER TO PREVENT THE FLOODING OF ADJACENT
PROPERTIES. WHERE NECESSARY INTERCEPTOR SWALES WILL BE CONSTRUCTED ON -SITE WITH
NO ENCROACHMENT OVER ADJACENT PROPERTIES.
0' - 0" = 12.98' NGVD
FOLIO #:
09- 4036 -007 -0010
SURVEY NOTES:
ALL SURVEY NOTATION AND DESCRIPTIONS ARE RELAYED FROM
INFORMATION TAKEN BY "NOVA SURVEYORS, INC, 5582 N.W. 7th
STREET, SUITE 202, MIAMI, FL 33126 (305) 264 - 2660 ". FIELD
SURVEY TAKEN 07- 09 -09. SEE ATTACHED SURVEY.
LEGAL DESCRIPTION:
LOT 1, OF DAVIS HIGHLANDS, ACCORDING TO THE PLAT
THEREOF, AS RECORDED IN PLAT BOOK 51, PAGE 59, OF
THE PUBLIC RECORDS OF MIAMI -DADE COUNTY, FLORIDA.
SCOPE OF WORK:
THE SCOPE OF WORK IS AN ADDITION /
RENOVATION OF A SINGLE FAMILY RESIDENCE.
CODE USED:
FBC 2010, RESIDENTIAL &
EXISTING BUILDING (2010).
FLORIDA FIRE PREVENTION CODE 2010
GRADING NOTES:
1. LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND
DISCHARGE OF STORM WATER ONTO ADJACENT PROPERTY.
2. GRADE ACCORDINGLY TO MEET DEFINED SPOT ELEVATIONS.
APPLICANT WILL PROVIDE CERTIFICATION PRIOR TO FINAL INSPECTION.
3. SITE TO BE FILLED 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 PROPERTY.
DRAINAGE NOTE:
ALL RAINWATER SHALL BE RETAINED WITHIN PROPERTY LINES.
REFER TO PROPOSED SPOT ELEVATION MARKS.
1. ALL WORK SHALL CONFORM WITH THE LATEST VERSION OF THE FLORIDA BUILDING CODE (FBC), OSHA, NFPA, INDUSTRY STANDARDS,
BRI
MANUFACTURER'S SPECIFICATIONS, ZONING, AND ANY OTHER APPLICABLE LOCAL ORDINANCES.
I----------- -
2. CONTRACTOR SHALL VISIT THE SITE AND REVIEW EXISTING CONDITIONS AND THE SCOPE OF THE WORK PRIOR TO CONSTRUCTION.
3. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTING FIELD CONDITIONS PRIOR TO CONSTRUCTION. DO NOT SCALE
THE DRAWINGS. IN THE EVEN' OF CONFLICT, DISCREPANCIES, OR AMBIGUITIES IN THE CONSTRUCTION DOCUMENTS, THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IN WRITING PRIOR TO PROCEEDING WITH THE WORK.
4. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH GOOD CONSTRUCTION PRACTICE AND IN A PROFESSIONAL
AND SAFE MANNER AT ALL TIMES. THE CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND BRACING TO ENSURE SAFE
WORKING CONDITIONS AT ALL TIMES. ANY WORK DEEMED TO BE DEFECTIVE SHALL BE REJECTED AND SHALL BE
DEMOLISHED AND RECONSTRUCTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
5. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL HOLD HARMLESS THE OWNER, ARCHITECT, AND HIS ENGINEERS /CONSULTANTS
FOR ANY PERSONAL INJURY OR DAMAGE TO THE JOB AND /OR TO ADJACENT PROPERTIES, AND FOR WORK NOT PROPERLY INSPECTED.
6. GENERAL CONSTRUCTION METHODS, PROCEDURES, AND SEQUENCES ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR
SHALL THEREFORE TAKE THE NECESSARY PRECAUTIONS TO PROTECT PROPERTY, FURNISHINGS, AND EQUIPMENT IN AREAS WHERE THE
WORK IS BEING DONE, AND SHALL BE RESPONSIBLE FOR ANY DAMAGES CAUSED TO EXISTING SPACES, FURNISHINGS, AND EQUIPMENT
- 0' -6 "= 12.48' N
DUE TO THE CONSTRUCTION OPERATIONS.
7. ALL MATERIALS FURNISHED FOR THE WORK SHALL BE NEW AND FREE FROM DEFECTS, AND SHALL BE STORED IN
SUCH MANNER TO PROTECT THEM FROM ANY DAMAGE OR THE ELEMENTS.
1-ST-011Y C
S. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
ALSO CONTACT THE UTILITY COMPANIES PRIOR TO ANY EXCAVATIONS FOR UTILITY LOCATIONS AND INFORMATION, THE OWNER AND
ARCHITECT ASSUME NO RESPONSIBILITY FOR ANY DAMAGES TO UTILITY LINES, ANY UTILITY LINES OR EQUIPMENT DAMAGED DURING
/EXIST. S
CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE AT NO COST TO THE OWNER.
9. AFTER COMPLETION OF THE WORK THE CONTRACTOR SHALL LEAVE THE JOB SITE CLEAN AND FREE OF DEBRIS.
I
I
I
'
I
I L
SPLATTERS AND SMEARS SHALL BE REMOVED FROM THE SURFACES OF THE BUILDING, FURNISHINGS, AND EQUIPMENT.
S.W. 77th
___j
TER.
10. THE CONTRACTOR SHALL COORDINATE ALL TRADES AND WORK INCLUDING THE ARCHITECTURAL, STRUCTURAL,
SOD I
° -
&EXISTIN
LANDSCAPING, MECHANICAL, PLUMBING, AND ELECTRICAL CONSTRUCTION DOCUMENTS, AND SHALL VERIFY ALL
I °
- F
FINISH &
EL 10 I
DIMENSIONS, ELEVATIONS, AND THE LOCATION AND SIZES OF ALL CHASES, INSERTS, OPENINGS, SLEEVES, FINISHES,
1 -STORY C.B.S. COVERED I
I +O'-O"=12.
DEPRESSIONS, AND OTHER PROJECT REQUIREMENTS NOT SHOWN ON THE CONSTRUCTION DOCUMENTS.
OPEN -AIR TERRACE
I I
11. ALL PROPOSED SUBSTITUTIONS, DESIGN ALTERNATIVES, OR CHANGES BY THE CONTRACTOR SHALL BE REVIEWED AND S.W. 78th
ST.
I I
APPROVED BY THE ARCHITECT / ENGINEER PRIOR TO THE AWARD OF CONTRACT, OR PRIOR TO ANY PERTINENT
II '
'II
WORK TO THE SUBSTITUTION, DESIGN ALTERNATIVE, OR CHANGE.
;TING 6' HIGH E
E TIN -
-
)D FENCE 1
12. THE CONTRACTOR SHALL PAY FOR ALL APPLICABLE BOND, IMPACT, PERMIT, SHOP DRAWING REVIEW, AND
1 -STO C.B.S.
LO
RE- INSPECTION FEES AND ANY APPLICABLE TAX AND /OR SALES TAXES.
RESID C
� R
13. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS MUST HAVE PROPER EVIDENCE OF LIABILITY INSURANCE,
(TO MATC I
ISTING) F
EXISTI G
I L
LOCAL AND /OR STATE LICENSES UNLESS OTHERWISE NOTED.
uj
Ah I
ELEVATION +
+0' 0 "= 12.98' NGVD
uj
14, THE CONTRACTOR SHALL PROVIDE ALL LANDSCAPING AS INDICATED ON DRAWINGS AND SHALL GUARANTEE ALL PLANT
Q
+0' -0 "
NGVD '
U
Q
MATERIAL FOR ONE (1) YEAR AFTER FINAL ACCEPTANCE.
3" HIGH CONC, BLK
15. SOIL TREATMENT FOR TERMITES SHALL BE DONE BY A LICENSED PEST CONTROL FIRM AND SHALL BE APPLIED TO ,Qj
MEET MIDII�REGULATIONS. TREATED AREA MUST BE COVERED AFTER APPLICATION TO PREVENT DISTURBANCE OF
'L
to
LO
TREATMENT BY HUMAN OR ANIMAL CONTACT. A CERTIFICATE OF SOIL TREATMENT SHALL BE SUPPLIED TO THE
C
CH HOUSE COLOR) H
BUILDING DEPARTMENT AND TO THE OWNER.
c6
H.P. OF S B
B I
U}
3RICK VENEER BANDS, _
' -
16. THE FOLLOWING SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT FOR DESIGN CONFORMANCE ONLY
APPROVAL: ROOF TRUSSES, WROUGHT IRON BARS, KITCHEN & BATHROOM CABINETS, RAILINGS, EXTERIOR DOORS &
WINDOWS.
17. THESE DRAWINGS ARE INSTRUMENTS OF CONSTRUCTION AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. ANY
REPRODUCTIONS OF SAID DRAWINGS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE ARCHITECT IS PROHIBITED. S.W. 80th ST.
18. IF THE CONTRACTOR OR SUBCONTRACTORS FINDS ANY DISCREPANCIES, ERRORS, OR IF THEY NEED FURTHER N
CLARIFICATION, THEN A WRITTEN REQUEST SHALL BE SUBMITTED TO THE ARCHITECT. 2 LOCATION PLAN
19. THE PROPOSED ENGINEERED FILL MATERIALS ARE TO BE PLACED IN LIFTS NOT EXCEEDING 8" LOOSE MEASURED
THICKNESS IN UNCONFINED LIFTS OR 6" IN CONFINED AREAS. EACH LIFT IS TO BE COMPACTED AS FOLLOWS: A -1 SCALE: 1"=400'
A. SLAB ON GRADE: MINIMUM OF 95% MAXIMUM DENSITY BY ASTM D557.
B. FOOTING BEARING: MINIMUM OF 98% MAXIMUM DENSITY BY ASTM D557.
EXISTING 6'
HIGH WOOD
FENCE 100.36'
1
Y
M \
I . EXIST. SOD
I E,------------- - - --,� I I
l POOL &
POOL DECK I I == z- z z-
. T.O. SLAB
j I (UNDER SEPARATE I I - 2' -2 "= 10.81' NGV '
I i PERMIT) I I.
it li - I
IL------------ - - - -II I
I
F- LATCHING P.T. ADDITION 1
)D GATE (PAINTED _ (
(EXIST. - - -- - I r
-3" HIGH SIDE SETBACK) H.P. OF SLAB 1 -STORY C.B. I
CK WALL
- 0' -1 "= 12.90' NGVD GARAGE I
ADDITION I
w
EXIST. 3" >
SANITARY Lill E
-
OUT TO SEWER I ¢- --
Y
EXIST, SOD
Cn
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a
m
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EXIST. SOD
EXIST. SOD
I
4' -0" HIGH CONC. BLK POSTS 100.40'
(PAINTED TO MATCH HOUSE
COLOR) W /BRICK VENEER
BANDS I
4' -0" HIGH SELF - CLOSING ,1. EXISTING
& SELF - LATCHING METAL 1 fi' PARKWAY s
PICKET GATE (PAINTED o
WHITE) " LO
x10.38'
MEN ■I
1
EXISTING
17' ASPHALT PAVEMENT A
SW 58th CT.
EXIST. SOD
EXISTING 6'
HIGH WOOD
FENCE
CONC. PAD FOR �
A/C COMP. &
FUTURE POOL
EQUIP. Q
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METER & L
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ICD
4981 SW 74
4 Ce;tai t
Miami, FL 33155
786.61 5.294
786.615.29,:5=F3z
cbravo @urvanx.com
AA26002656
1526001472 mry m
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESENT HEREIN ARE THE SOLE
PROPERTY OF URVANX.INC, AND Y NOT BE COPIED OR
DUPLICATED WITHOUT SPECIFIC WRTTIEN PERMISSION OF
URVANx. INC.
gyp.
SEAL
IN MY PROFESSIONAL 'JUDGEMENT AND TO THE BEST OF
MY KNOWI 'AND BELIEF. THE PLANS AND
SPECIFICATIONS CONTAINED HEREIN COMPLY WTTH ALL
APPLICABLE BUILDING CODES.
*i�R :
!
6' -0" HIGH CONC. BLK
POSTS (PAINTED TO MATCH Salcines / Gonzalez
HOUSE COLOR) W /BRICK
VENEER BAND SEE DETAIL Residence
6' -0" HIGH SELF- CLOSING 7800 SW 58 Ct.
& SELF - LATCHING P.T. South Miami, FL 33143
WOOD GATE (P NTED
WHITE) I Owner:
Jacqueline A. Salcines &
CHICAGO BRICK Rodolfo R. Gonzalez
STYLE PAVERS OR 7800 SW 58 Ct.
EQUIVALENT) South Miami, FL 33143
1 (305) 669 -5236
Permit Set
I
I
TRIANGLE OF
VISIBILITY (NO 1
VISUAL
OBSTRUCTION
BETWEEN 3' -0"
AND 6' -0" HIGI SITE PLAN--/-
LAN /
1 GENERAL NOTES,
LOCATION MAP, ZONING
DATA
1
A0173'
73'
SHEET TITLE
DATE 04.25.2014
DRAWN BY B.P. 1362
REVIEWED BY C.J.B. PROJECT NO.
A -1
SHEET
I----------- -
- ---__
H.P. OF SLAB
'I
- 0' -6 "= 12.48' N
NGVD 1
1-ST-011Y C
C.B.S.
/EXIST. S
I A
AD I
ITION
SOD I
° -
&EXISTIN
I °
- F
FINISH &
EL 10 I
1 -STORY C.B.S. COVERED I
I +O'-O"=12.
OPEN -AIR TERRACE
I I
I A
ADDITION I
I I
II '
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;TING 6' HIGH E
E TIN -
-
)D FENCE 1
1 -STO C.B.S.
LO
RESID C
� R
(TO MATC I
ISTING) F
EXISTI G
I L
L I I
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ELEVATION +
+0' 0 "= 12.98' NGVD
+0' -0 "
NGVD '
3" HIGH CONC, BLK
'L
TS (PAINTED TO I
II
CH HOUSE COLOR) H
H.P. OF S B
B I
I
3RICK VENEER BANDS, _
' -
` -
- 2' -2 " =10 8
81' NGVD I
I W
DETAIL .
_
.. - -
- -
- `
I
HIGH 1
1- STORY C.B.S. 1
1 -STORY O
OVERED I
I
F- CLOSING & T
T -7" I
I I
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SANITARY Lill E
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OUT TO SEWER I ¢- --
Y
EXIST, SOD
Cn
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a
m
LO
_ N Z
EXIST. SOD
EXIST. SOD
I
4' -0" HIGH CONC. BLK POSTS 100.40'
(PAINTED TO MATCH HOUSE
COLOR) W /BRICK VENEER
BANDS I
4' -0" HIGH SELF - CLOSING ,1. EXISTING
& SELF - LATCHING METAL 1 fi' PARKWAY s
PICKET GATE (PAINTED o
WHITE) " LO
x10.38'
MEN ■I
1
EXISTING
17' ASPHALT PAVEMENT A
SW 58th CT.
EXIST. SOD
EXISTING 6'
HIGH WOOD
FENCE
CONC. PAD FOR �
A/C COMP. &
FUTURE POOL
EQUIP. Q
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I
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r-
In
r.
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r
°I _=
20' -0"
I-
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gow
x10.55'
1
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C7 J Z
z =W
I- 5--
U) Cf) uj 1
uj ;,, a
I!.�
EXIST, WATER I U)
METER & L
1 -1/4" CW
LINE PO
I�
ICD
4981 SW 74
4 Ce;tai t
Miami, FL 33155
786.61 5.294
786.615.29,:5=F3z
cbravo @urvanx.com
AA26002656
1526001472 mry m
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESENT HEREIN ARE THE SOLE
PROPERTY OF URVANX.INC, AND Y NOT BE COPIED OR
DUPLICATED WITHOUT SPECIFIC WRTTIEN PERMISSION OF
URVANx. INC.
gyp.
SEAL
IN MY PROFESSIONAL 'JUDGEMENT AND TO THE BEST OF
MY KNOWI 'AND BELIEF. THE PLANS AND
SPECIFICATIONS CONTAINED HEREIN COMPLY WTTH ALL
APPLICABLE BUILDING CODES.
*i�R :
!
6' -0" HIGH CONC. BLK
POSTS (PAINTED TO MATCH Salcines / Gonzalez
HOUSE COLOR) W /BRICK
VENEER BAND SEE DETAIL Residence
6' -0" HIGH SELF- CLOSING 7800 SW 58 Ct.
& SELF - LATCHING P.T. South Miami, FL 33143
WOOD GATE (P NTED
WHITE) I Owner:
Jacqueline A. Salcines &
CHICAGO BRICK Rodolfo R. Gonzalez
STYLE PAVERS OR 7800 SW 58 Ct.
EQUIVALENT) South Miami, FL 33143
1 (305) 669 -5236
Permit Set
I
I
TRIANGLE OF
VISIBILITY (NO 1
VISUAL
OBSTRUCTION
BETWEEN 3' -0"
AND 6' -0" HIGI SITE PLAN--/-
LAN /
1 GENERAL NOTES,
LOCATION MAP, ZONING
DATA
1
A0173'
73'
SHEET TITLE
DATE 04.25.2014
DRAWN BY B.P. 1362
REVIEWED BY C.J.B. PROJECT NO.
A -1
SHEET
r-
In
r.
N
r
°I _=
20' -0"
I-
I
- -Ii-
gow
x10.55'
1
I
i
1
I
xj 0.53'
C7 J Z
z =W
I- 5--
U) Cf) uj 1
uj ;,, a
I!.�
EXIST, WATER I U)
METER & L
1 -1/4" CW
LINE PO
I�
ICD
4981 SW 74
4 Ce;tai t
Miami, FL 33155
786.61 5.294
786.615.29,:5=F3z
cbravo @urvanx.com
AA26002656
1526001472 mry m
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESENT HEREIN ARE THE SOLE
PROPERTY OF URVANX.INC, AND Y NOT BE COPIED OR
DUPLICATED WITHOUT SPECIFIC WRTTIEN PERMISSION OF
URVANx. INC.
gyp.
SEAL
IN MY PROFESSIONAL 'JUDGEMENT AND TO THE BEST OF
MY KNOWI 'AND BELIEF. THE PLANS AND
SPECIFICATIONS CONTAINED HEREIN COMPLY WTTH ALL
APPLICABLE BUILDING CODES.
*i�R :
!
6' -0" HIGH CONC. BLK
POSTS (PAINTED TO MATCH Salcines / Gonzalez
HOUSE COLOR) W /BRICK
VENEER BAND SEE DETAIL Residence
6' -0" HIGH SELF- CLOSING 7800 SW 58 Ct.
& SELF - LATCHING P.T. South Miami, FL 33143
WOOD GATE (P NTED
WHITE) I Owner:
Jacqueline A. Salcines &
CHICAGO BRICK Rodolfo R. Gonzalez
STYLE PAVERS OR 7800 SW 58 Ct.
EQUIVALENT) South Miami, FL 33143
1 (305) 669 -5236
Permit Set
I
I
TRIANGLE OF
VISIBILITY (NO 1
VISUAL
OBSTRUCTION
BETWEEN 3' -0"
AND 6' -0" HIGI SITE PLAN--/-
LAN /
1 GENERAL NOTES,
LOCATION MAP, ZONING
DATA
1
A0173'
73'
SHEET TITLE
DATE 04.25.2014
DRAWN BY B.P. 1362
REVIEWED BY C.J.B. PROJECT NO.
A -1
SHEET
4981 SW 74
4 Ce;tai t
Miami, FL 33155
786.61 5.294
786.615.29,:5=F3z
cbravo @urvanx.com
AA26002656
1526001472 mry m
Carlos J. Bravo, R.A. AR17584
THE DESIGNS AND DRAWINGS PRESENT HEREIN ARE THE SOLE
PROPERTY OF URVANX.INC, AND Y NOT BE COPIED OR
DUPLICATED WITHOUT SPECIFIC WRTTIEN PERMISSION OF
URVANx. INC.
gyp.
SEAL
IN MY PROFESSIONAL 'JUDGEMENT AND TO THE BEST OF
MY KNOWI 'AND BELIEF. THE PLANS AND
SPECIFICATIONS CONTAINED HEREIN COMPLY WTTH ALL
APPLICABLE BUILDING CODES.
*i�R :
!
6' -0" HIGH CONC. BLK
POSTS (PAINTED TO MATCH Salcines / Gonzalez
HOUSE COLOR) W /BRICK
VENEER BAND SEE DETAIL Residence
6' -0" HIGH SELF- CLOSING 7800 SW 58 Ct.
& SELF - LATCHING P.T. South Miami, FL 33143
WOOD GATE (P NTED
WHITE) I Owner:
Jacqueline A. Salcines &
CHICAGO BRICK Rodolfo R. Gonzalez
STYLE PAVERS OR 7800 SW 58 Ct.
EQUIVALENT) South Miami, FL 33143
1 (305) 669 -5236
Permit Set
I
I
TRIANGLE OF
VISIBILITY (NO 1
VISUAL
OBSTRUCTION
BETWEEN 3' -0"
AND 6' -0" HIGI SITE PLAN--/-
LAN /
1 GENERAL NOTES,
LOCATION MAP, ZONING
DATA
1
A0173'
73'
SHEET TITLE
DATE 04.25.2014
DRAWN BY B.P. 1362
REVIEWED BY C.J.B. PROJECT NO.
A -1
SHEET
Permit Set
I
I
TRIANGLE OF
VISIBILITY (NO 1
VISUAL
OBSTRUCTION
BETWEEN 3' -0"
AND 6' -0" HIGI SITE PLAN--/-
LAN /
1 GENERAL NOTES,
LOCATION MAP, ZONING
DATA
1
A0173'
73'
SHEET TITLE
DATE 04.25.2014
DRAWN BY B.P. 1362
REVIEWED BY C.J.B. PROJECT NO.
A -1
SHEET