09-1045-010ZONING LEGEND
ZONING DISTRICT: RO
MINIMUM LOT SIZE
REQUIRED
PROVIDED
NET AREA:
7,500 S.F.
7,003 S.F. (VARIANCE GRANTED)
FRONTAGE:
75 FEET
50 FEET (VARIANCE GRANTED)
N/A FT. NGVD
[PROPOSED
RESOLUTION No. 19 -07 -12404
MINIMUM SETBACKS (FEET)
REQUIRED
PROVIDED
FRONT
25' -0"
25' -0"
REAR
20' -0"
20' -0"
SIDE (INTERIOR)
10' -0"
10' -0"
SIDE (STREET)
20' -0"
N/A
SIDE (W /DRIVEWAY)
20' -0"
N/A
BETWEEN BUILDINGS
20' -0"
<20' -0"
MAXIMUM BUILDING HEIGHT
ALLOWED
PROVIDED
STORIES
2
1
FEET
25' -0"
16' -4"
MAXIMUM BUILDING COVERAGE
ALLOWED
PROVIDED
COVERAGE ( %)
30%
17.13% (1,200 S.F)
MAXIMUM IMPERVIOUS COVERAGE
ALLOWED
PROVIDED
COVERAGE ( %)
75
55.46% (3,884 S.F)
MAXIMUM FLOOR AREA
ALLOWED
PROVIDED
RATIO FAR
.30 (2,100)
17.13% (1,200 S.F)
OTHER RESTRICTIONS AND REQUIREMENTS
REQUIRED
PROVIDED
LANDSCAPE BUFFER
ABUTTING SINGLE FAMILY
8 FEET
N/A
DECORATIVE WALL OR
5' -0" HIGH CHAIN LINK FENCE
FENCE ALONG INTERIOR
WITH LANDSCAPING HEDGE
PROPERTY LINES
PERIMETER
5 FEET
5' -0" (SOUTH SIDE)
LANDSCAPE BUFFER
5' -0" (NORTH SIDE)
20' -0" (REAR SIDE)
25' -0" (FRONT SIDE)
PARKING REQUIREMENTS
REQUIRED
PROVIDED
1 /SPACE /200 S.F. FLOOR AREA
AREA-1,170 S-F. 6 SPACES 6 SPACES (1 ACCESIBLE)
(1 ACCESIBLE)
- 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.
- LOT WILL BE GRADED SO AS TO PREVENT DIRECT OVERLAND DISCHARGE OF
STORMWATER ONTO ADJACENT PROPERTY. APPLICANT WILL PROVIDE
CERTIFICATION PRIOR TO FINAL INSPECTION.
- IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL
RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE
PUBLIC RECORDS OF THIS COUNTY, SECTION 553.79 (10), FLORIDA STATUTES,
EFFECTIVE 7/10/87.
- A SEPARATE PERMIT WILL BE REQUIRED FOR ALL DRIVEWAY APPROACHES. CONTACT
PUBLIC WORKS DEPARTMENT.
- THE HEIGHT OF FENCES, WALLS AND HEDGES SHALL NOT EXCEED 2.5 FEET IN HEIGHT
WITHIN 10 FEET OF THE EDGE OF ANY DRIVEWAY LEADING TO A RIGHT OF WAY. THE HEIGHT
OF FENCES IS BEING MEASURED FROM GRADE.
GRADE ELEVATION = ELEVATION OF PUBLIC SIDEWALK OR GROWN OF ROAD.
- O.S.F.H. (OUTSIDE SPECIAL FLOOD HAZARD): ALL ELECTRICAL AND MECHANICAL EQUIPMENT
MUST BE LOCATED AT OR ABOVE THE REQUIRED LOWEST FLOOR ELEVATION-
- S.F.H. (SPECIAL FLOOD HAZARD) ALL ELECTRICAL AND MECHANICAL EQUIPMENT MUST BE
LOCATED AT OR ABOVE THE BASE FLOOD ELEVATION OR REQUIRED LOWEST FLOOR
ELEVATION WHICH EVER IS HIGHER.
LOWEST FLOOR - SHALL MEAN THE LOWEST FLOOR OF THE LOWEST ENCLOSED AREA
(INCLUDING BASEMENT). AN UNFINISHED OR FLOOD RESISTANT ENCLOSURE, USABLE FOR
PARKING OF VEHICLES, 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- ELEVATION DESIGN REQUIREMENTS IN SECTIONS 11C -3. 11C -4, 11C -5.
GARAGE/ STORAGE (FHA, OSHA, 11 C -5F): FULLY ENCLOSED AREAS BELOW THE BASE
ELEVATIONS 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.
DESIGN FOR COMPLYING WITH THIS REQUIREMENT MUST BE EITHER CERTIFIED BY A
PROFESSIONAL ENGINEER OR ARCHITECT AND MEET THE FOLLOWING CRITERIA:
1. PROVIDE A MINIMUM OF TWO (2) OPENINGS, HAVING A TOTAL NET AREA OF NOT 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.
2. THE INTERIOR PORTION OF SUCH ENCLOSED AREA SHALL NOT BE PARTITIONED OR FINISH
INTO SEPARATE ROOMS OR AIR - CONDITIONED.
FLOOD LEGEND
NEW CONSTRUCTION
ADDRESS: 7641 S.W. 62ND AVE, MIAMI, FLORIDA 33143 FOLIO: 09- 4036 -027 -0230
LOT: 6 BLOCK: 3 PLAT BOOK: 24 PAGE: 20
HIGHEST CROWN OF ROAD ELEVATION: 12.50' , TAKEN FROM THE ATTACHED CERTIFIED
SURVEY, OR A CERTIFIED SURVEY PREPARED BY:
ROBERT G. IBARRA PLS LIC. #: 6437
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.
ALTERNATIVELY, SEE A CERTIFICATION BY 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.
0' -0 "= 13.50' NGVD
3 X 8 P.T HORIZ.
WOOD TOP RAIL
ROUNDED TOP EDGES (1")
I, 8" , -� 3' -8"
GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD
CONDITIONS AND NOTIFY ARCHITECT IF ANY DISCREPANCIES
BEFORE ANY WORK IS PERFORMED.
2- IN THE EVENT OF ANY ERRORS OR OMISSIONS IN THESE PLANS,
ARCHITECT TO BE NOTIFY AT ONCE.
3. ALL SHOP DRAWINGS TO BE SUBMITTED TO ARCHITECT FOR
APPROVAL, PRIOR TO FABRICATION OR INSTALLATION.
4. SEE STRUCTURAL, PLUMBING, AND ELECTRICAL DRAWINGS
FOR DETAILS.
5. ALL WORK TO BE IN ACCORDANCE TO THE LATEST COUNTY CODE
AND THE SOUTH FLORIDA BUILDING CODE.
6, ELECTRICAL AND PLUMBING CONTRACTORS TO HAVE SEPARATE
BUILDING PERMITS.
7. CONCRETE COMPRESSIVE STRENGTH TO BE 2500 PI IN 28 DAYS
UNLESS OTHERWISE NOTED.
8. REINFORCING STEEL SHALL CONFORM WITH ASTM A -615 GR. 60
SPECS LATEST REVISIONS.
9. STRUCTURAL STEEL SHALL CONFORM WITH ASTM A -36 LATEST
REVISIONS.
10. ALL WOOD IN CONTACT WITH CONCRETE AND MASONRY SHOULD BE
PRESSURE TREATED.
11. STRUCTURAL LUMBER SHALL HAVE A MINIMUM BENDING STRESS
OF 1200 PSI.
12. DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY.
24' -6"
LEGAL DESCRIPTION:
SURVEY OF LOT 6, BLOCK 3, OF MAP OF LARKIN PINES, ACCORDING
TO THE PLAT THEROF AS RECORDED IN PLAT BOOK 24, PAGE 20, OF
THE PUBLIC RECORDS OF MIAMI -DADE COUTNY, FLORIDA.
SOIL STATEMENT:
SOIL CONDITION AT SITE (BY VISUAL INSPECTION) INDICATES ALLOWABLE
BEARING OF 2,500 PSF. MIN. CONC. IN FTC & SLAB 2,500 PSI IN 28 DAYS
TERMITE SOIL STATEMENT:
ALL BUILDINGS SHALL HAVE A PRE - CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS
AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO
PRE- CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST
SUBTERRANEAN TERMITES.A CERTIFICATE OF COMPLIANCE SHALL BE
ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: " THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES
AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES (AS PER R4409.13.5 FBC 2004)
8
FINIAL DETAIL
3' -8" 4' -6"
4' -2"
LOCATION MAP
N.T.S.
N
4' -6"
A ^
3' -8" le 8"
PROPERTY 8" X 8" X 12" HIGH
LINE POST FINIAL -
4 = � 1 wu =
r 7XdPT1A _ 8 "X8 "X1 "POST
i� COLLAR WITH DECORATIVE
PICKETS (TYP.) ROSETTE - -',
8" WIDE BY 16" HIGH BY 8" X 8" P.T. WOOD
4" P.T WOOD PLATE WITH 8" POSTS I
DECORATIVE ROSSETTA
4' X 4" CHANFERED POST
EDGE ALL CORNERS
(TYP.) I
IWIDE
20' WIDE ENTRY CO
CONC. WALKWAY
DRIVEWAY PAVED W/
i� 2 X 8 P.T. WOOD cU 18" X 18" TURF BLOCK
HORIZ. RAIL
ENTRY FENCE DETAIL
Q
w
0
o �
4" PVC PIPE FROM —
GUTTER
DOWNSPOUT TO
UNDERGROUND
TANK. (TYPICAL
BOTH SIDES) o
0
co
SCALE: 1/2" = 1
HANDICAP SPACE PARKING LIGHT FIXTURE
SEE DETAIL 1 /L -1 SEE DETAIL 1 / E -1
FOR CONT. SEE PLUMB. PLANS
PROP. 2" REDUCED PRESSURE
ZONE BACKFLOW PREVENTOR
12485 S.W. 137 AVE. SUITE 103
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BFLLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
CONSULTANTS
0
Z
co
W
w z
U LU LL
LL
oa
N
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W
NEW 5' -0" HIGH 12" CAR EXISTING CONC
CHAIN LINK FENCE 1' -7" 5' -0" 12' 0" 9' 0" 9' 0" 9' 0" 9' 0" OVERHANG CITY SIDE
PROPERTY WITH CONT. FICUS HEDGE � CITY SIDEWALK I
140.07 = .._.._ .. _.._ ._.
' LINE_. .._.._.._.._.._...._.._..._.._. _.. r..— .. ®...._.._.._.._ ._ .. - -• — ._.._ _. _ _ -„ -- - — — .._.._..
� •• 5' -6 HIGH WOO
PICKET FENCE. I
( +11.56)
SEE DETAILS
( +12.00)
in
RAINWATER HARVESTING
--------- ---- - - - - -- - ---- - - - - -- - - - -- - - - -- ----- - - - - -- - - - - -- - -- ` —� WATER (UNDERGROUND CISTERN \ 1" R SERVICIE
FOR LANDSCAPING IRRIGATION) \ U -
Cj� O O � O �� PARKING SPACE
—_-------------------------------------------------- - - - - --
I ( +11.70) I
IRRIGATION
I I
PUMP q \ 4" SEWER LINE SE ' ' t
PROPER T �,J�J
LINE WATER I � CIVIL PLAN
WELL- —•— ' _
I
I
CD Z 01.15.09 D.D. -
PROPOSED ONE STORY CONC. WALK � W MARK DATE DESCRIPTION
��, A.B. AS -BUILT
DENTAL OFFICE
• I i i� 1;= . - - -- _ — _._ _.- - - - -_ -- _ —.__. -- - - -- — LINE'® �JY R.A.P. REVISION AF
TER PERMIT
B.D.C.
TS
J COORDINATION CHANGES BU I DIN G JPROPERC) i I — P.S. PERMIT SET
D.D. DESIGN DEVELOPMENT
I \ T 17 P.H. PUBLIC HEARING
`� [_1_:
CONC. GROUND FIN. FL. 48" WIDE CONC. --' -i_ - -Ir -- - -� S.P.R. SITE PLAN REVIEW
�. ll
PAD ELEVATION = 13.50' APRON PROJECT No. LB107
DRAWN BY: A.P. & P -W.
J PARKING AREA
NCHECKED BY: L.B.
A/C CONCRETE PAD I
6" ABOVE FIN. GRADE i I -- - -- -1 �� r�, ➢� '�
• CONTROL
I I 1 FC JOINT
� I \ 1 (MIN)
• - - ____ I _ _ _ ._ - - __-
C /(AJ' hl
• I r
------------------------------------- - - - - -- r i .
- - - - -- - _
�-- EXISTING FENCE
w OUTSIDE
•
C) PROPERTY LINE
( +11.98) <? ( +11.97)
r
20' -R� ➢a �
� I — 0" WIDE ENTRY
SIGN �
.— ...._..._.._..._.. . ._.._.._.._.._.._.._...._..... ...._.._..�.._..— ._..�.._.._.. —• '� ` POP 10,0E �ryv �nAIA' AR
... . - '. .._.. .._..�1._ - -- _. _ _ -- - E H LLO.N ( 008737)
_ 140.07 L ,a
• DRIVEWAY PAVED WITH
,. . _ .- _.. _ I 12" X 12" PERME B �9 LEOP
PROPERTY PAVEMENTS ❑ A N G E ILANES, AIA (AR- 0015845)
20' -0" 40' -6" 54' -7" LINE 25' -0"
REAR SETBACK BUILDING PARKING FRONT SETBACK SHEET TITLE
EXISTING FENCE CONCRETE SURFACE WITH - s- " "' -'� CROWN OF ROAD
OUTSIDE RECYCLED AGGREGATES
ELEVATION = 12.50'
PROPERTY LINE i I I!
I; SITE PLAN
SITE PLAN
SCALE: 1/8" =1' -0"
SP -1
SHEET OF
N
LOWEST FLOOR
ELEVATION
GARAGE / STORAGE
FLOOR ELEVATION
ADJACENT GRADE
ELEVATION
SWALE AREA
ELEVATION
REQUIRED
13.50' FT. NGVD
N/A FT. NGVD
FT- NGVD
N/A FT. NGVD
[PROPOSED
13.50' FT. NGVD
N/A FT. NGVD
FT. NGVD
N/A FT. NGVD
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.
ALTERNATIVELY, SEE A CERTIFICATION BY 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.
0' -0 "= 13.50' NGVD
3 X 8 P.T HORIZ.
WOOD TOP RAIL
ROUNDED TOP EDGES (1")
I, 8" , -� 3' -8"
GENERAL NOTES:
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND FIELD
CONDITIONS AND NOTIFY ARCHITECT IF ANY DISCREPANCIES
BEFORE ANY WORK IS PERFORMED.
2- IN THE EVENT OF ANY ERRORS OR OMISSIONS IN THESE PLANS,
ARCHITECT TO BE NOTIFY AT ONCE.
3. ALL SHOP DRAWINGS TO BE SUBMITTED TO ARCHITECT FOR
APPROVAL, PRIOR TO FABRICATION OR INSTALLATION.
4. SEE STRUCTURAL, PLUMBING, AND ELECTRICAL DRAWINGS
FOR DETAILS.
5. ALL WORK TO BE IN ACCORDANCE TO THE LATEST COUNTY CODE
AND THE SOUTH FLORIDA BUILDING CODE.
6, ELECTRICAL AND PLUMBING CONTRACTORS TO HAVE SEPARATE
BUILDING PERMITS.
7. CONCRETE COMPRESSIVE STRENGTH TO BE 2500 PI IN 28 DAYS
UNLESS OTHERWISE NOTED.
8. REINFORCING STEEL SHALL CONFORM WITH ASTM A -615 GR. 60
SPECS LATEST REVISIONS.
9. STRUCTURAL STEEL SHALL CONFORM WITH ASTM A -36 LATEST
REVISIONS.
10. ALL WOOD IN CONTACT WITH CONCRETE AND MASONRY SHOULD BE
PRESSURE TREATED.
11. STRUCTURAL LUMBER SHALL HAVE A MINIMUM BENDING STRESS
OF 1200 PSI.
12. DO NOT SCALE DRAWINGS, USE FIGURED DIMENSIONS ONLY.
24' -6"
LEGAL DESCRIPTION:
SURVEY OF LOT 6, BLOCK 3, OF MAP OF LARKIN PINES, ACCORDING
TO THE PLAT THEROF AS RECORDED IN PLAT BOOK 24, PAGE 20, OF
THE PUBLIC RECORDS OF MIAMI -DADE COUTNY, FLORIDA.
SOIL STATEMENT:
SOIL CONDITION AT SITE (BY VISUAL INSPECTION) INDICATES ALLOWABLE
BEARING OF 2,500 PSF. MIN. CONC. IN FTC & SLAB 2,500 PSI IN 28 DAYS
TERMITE SOIL STATEMENT:
ALL BUILDINGS SHALL HAVE A PRE - CONSTRUCTION TREATMENT
PROTECTION AGAINST SUBTERRANEAN TERMITES. THE RULES AND LAWS
AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND
CONSUMER SERVICES SHALL BE DEEMED AS APPROVED WITH RESPECT TO
PRE- CONSTRUCTION SOIL TREATMENT FOR PROTECTION AGAINST
SUBTERRANEAN TERMITES.A CERTIFICATE OF COMPLIANCE SHALL BE
ISSUED TO THE BUILDING DEPARTMENT BY THE LICENSED PEST CONTROL
COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: " THE BUILDING HAS
RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF
SUBTERRANEAN TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES
AND LAWS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE
AND CONSUMER SERVICES (AS PER R4409.13.5 FBC 2004)
8
FINIAL DETAIL
3' -8" 4' -6"
4' -2"
LOCATION MAP
N.T.S.
N
4' -6"
A ^
3' -8" le 8"
PROPERTY 8" X 8" X 12" HIGH
LINE POST FINIAL -
4 = � 1 wu =
r 7XdPT1A _ 8 "X8 "X1 "POST
i� COLLAR WITH DECORATIVE
PICKETS (TYP.) ROSETTE - -',
8" WIDE BY 16" HIGH BY 8" X 8" P.T. WOOD
4" P.T WOOD PLATE WITH 8" POSTS I
DECORATIVE ROSSETTA
4' X 4" CHANFERED POST
EDGE ALL CORNERS
(TYP.) I
IWIDE
20' WIDE ENTRY CO
CONC. WALKWAY
DRIVEWAY PAVED W/
i� 2 X 8 P.T. WOOD cU 18" X 18" TURF BLOCK
HORIZ. RAIL
ENTRY FENCE DETAIL
Q
w
0
o �
4" PVC PIPE FROM —
GUTTER
DOWNSPOUT TO
UNDERGROUND
TANK. (TYPICAL
BOTH SIDES) o
0
co
SCALE: 1/2" = 1
HANDICAP SPACE PARKING LIGHT FIXTURE
SEE DETAIL 1 /L -1 SEE DETAIL 1 / E -1
FOR CONT. SEE PLUMB. PLANS
PROP. 2" REDUCED PRESSURE
ZONE BACKFLOW PREVENTOR
12485 S.W. 137 AVE. SUITE 103
MIAMI, FLORIDA 33186
T. (305) 278 -7776
F. (305) 278 -7473
WWW.BFLLONMILANES.COM
AA- 0003505
ARCHITECTURE
LAND PLANNING
INTERIORS
CONSTRUCTION MANAGEMENT
CONSULTANTS
0
Z
co
W
w z
U LU LL
LL
oa
N
O
—� (n o
I
Z
w
co
W
NEW 5' -0" HIGH 12" CAR EXISTING CONC
CHAIN LINK FENCE 1' -7" 5' -0" 12' 0" 9' 0" 9' 0" 9' 0" 9' 0" OVERHANG CITY SIDE
PROPERTY WITH CONT. FICUS HEDGE � CITY SIDEWALK I
140.07 = .._.._ .. _.._ ._.
' LINE_. .._.._.._.._.._...._.._..._.._. _.. r..— .. ®...._.._.._.._ ._ .. - -• — ._.._ _. _ _ -„ -- - — — .._.._..
� •• 5' -6 HIGH WOO
PICKET FENCE. I
( +11.56)
SEE DETAILS
( +12.00)
in
RAINWATER HARVESTING
--------- ---- - - - - -- - ---- - - - - -- - - - -- - - - -- ----- - - - - -- - - - - -- - -- ` —� WATER (UNDERGROUND CISTERN \ 1" R SERVICIE
FOR LANDSCAPING IRRIGATION) \ U -
Cj� O O � O �� PARKING SPACE
—_-------------------------------------------------- - - - - --
I ( +11.70) I
IRRIGATION
I I
PUMP q \ 4" SEWER LINE SE ' ' t
PROPER T �,J�J
LINE WATER I � CIVIL PLAN
WELL- —•— ' _
I
I
CD Z 01.15.09 D.D. -
PROPOSED ONE STORY CONC. WALK � W MARK DATE DESCRIPTION
��, A.B. AS -BUILT
DENTAL OFFICE
• I i i� 1;= . - - -- _ — _._ _.- - - - -_ -- _ —.__. -- - - -- — LINE'® �JY R.A.P. REVISION AF
TER PERMIT
B.D.C.
TS
J COORDINATION CHANGES BU I DIN G JPROPERC) i I — P.S. PERMIT SET
D.D. DESIGN DEVELOPMENT
I \ T 17 P.H. PUBLIC HEARING
`� [_1_:
CONC. GROUND FIN. FL. 48" WIDE CONC. --' -i_ - -Ir -- - -� S.P.R. SITE PLAN REVIEW
�. ll
PAD ELEVATION = 13.50' APRON PROJECT No. LB107
DRAWN BY: A.P. & P -W.
J PARKING AREA
NCHECKED BY: L.B.
A/C CONCRETE PAD I
6" ABOVE FIN. GRADE i I -- - -- -1 �� r�, ➢� '�
• CONTROL
I I 1 FC JOINT
� I \ 1 (MIN)
• - - ____ I _ _ _ ._ - - __-
C /(AJ' hl
• I r
------------------------------------- - - - - -- r i .
- - - - -- - _
�-- EXISTING FENCE
w OUTSIDE
•
C) PROPERTY LINE
( +11.98) <? ( +11.97)
r
20' -R� ➢a �
� I — 0" WIDE ENTRY
SIGN �
.— ...._..._.._..._.. . ._.._.._.._.._.._.._...._..... ...._.._..�.._..— ._..�.._.._.. —• '� ` POP 10,0E �ryv �nAIA' AR
... . - '. .._.. .._..�1._ - -- _. _ _ -- - E H LLO.N ( 008737)
_ 140.07 L ,a
• DRIVEWAY PAVED WITH
,. . _ .- _.. _ I 12" X 12" PERME B �9 LEOP
PROPERTY PAVEMENTS ❑ A N G E ILANES, AIA (AR- 0015845)
20' -0" 40' -6" 54' -7" LINE 25' -0"
REAR SETBACK BUILDING PARKING FRONT SETBACK SHEET TITLE
EXISTING FENCE CONCRETE SURFACE WITH - s- " "' -'� CROWN OF ROAD
OUTSIDE RECYCLED AGGREGATES
ELEVATION = 12.50'
PROPERTY LINE i I I!
I; SITE PLAN
SITE PLAN
SCALE: 1/8" =1' -0"
SP -1
SHEET OF
N