11-1026-003In
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_S.W. 66th STREh-I*T ........ -
5-0-
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629W
TYP. NO. 8 AGGREGATE IN OPENINGS
CONCRETE PAVERS MIN. 3 1/8- (80 mm) THICK
CURB/EDGE RESTRAINT WITH CUT-OUTS
FOR OVERFLOW DRAINAGE (CURB SHOWN)
BEDDING COURSE 1 1/2 TO 2* (40 TO 50 mm) THICK
(TYP. NO. 8 AGGREGATE)
4- (100 MM) THICK NO. 57 STONE
OPEN-GRADED BASE
MIN. 6- (150 MM) THICK
NO. 2 STONE SUBBASE
OPTIONAL GEOTEX11LE ON BOTTOM AND
SIDES OF OPEN-GRADED BASE
SOIL SUBGRADE - ZERO SLOPE
NOTES:
1. 2 3/6" (60 MM) THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS.
2. NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN.
CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL
I i I1'ImIIIII
III • Oil 111111111 i! ill iripi I i
I PRECAST CAP
SET ON MORTAR
,16" x 16" COLUMN
r r7n
000 PSI CONCRETE
EXISTING TREES
=�M131,32j#j
I HIGH
SPREAD
N.-MAMM-COMMON
NAME
77
52'
16'
1.3,0
SLASH PINE
78
41'
15'
0.9,0
SLASH PINE
79
8'
6'
1,0
SABAL PALM
80
42'
18
1.2'0
SLASH PINE
81
42'
16'
1.2'0
SLASH PINE
821
42'
20'
1.3'0
SLASH PINE
83
42'
8.
0.7'0
SLASH PINE
84
42'
18'
1.0,0
SLASH PINE
85
42
16'
1.3,0
SLASH PINE
86
44'
32'
1.6'0
SLASH PINE
87,
20'
12'
5.0'0
BAMBOO TREE
88
12'
8'
1.2*0
SABAL PALM
89
16'
22'
1.4'0
WILLOW
90
28'
24'
1.4'0
OAK
91
22'
44'
2.0'0
OAK
92
20'
14'
•
SEA GRAPE
93
1 25'
40'
1.6'0
OAK
94
18'
8'
0.7'0
COCO PLUMOSA
95
18'
8'
0.7'0
SABAL PALM
m•
20'
18'
,.
SABAL PALM
97
36'
24'
1.3,0
SABA�LPALM�,
98
25'
20'
2'0
MANGO
1 991
14'
16'
0.8'0
AVOCADO
10
34'
30'
1.8'0
SLASH PINE
101
30'
26'
1.3'0
OAK
102
44'
28'
2.4'0
SLASH PINE
103
18'
20'
1.8'0
MANGO
104
32'
30'
1.6'0
WTV-51 a
105
45'
18'
1.1,0
SLASH PINE
106
45'
18,
0.9,0
SLASH PINE
107
45'
18'
1.2'0
SLASH PINE
108
45'
20'
1.1,0
SLASH PINE
109
45'
20'
1.3'0
SLASH PINE
110
40'
38'
1.5'0
OAK
112
26'
28'
1.2'0
MANGO
112
26'
28'
1.3'0
SABAL PALM
113
26'
20'
1.7'0
MANGO
,114
26'
30'
1.5'0
MANGO
629W
TYP. NO. 8 AGGREGATE IN OPENINGS
CONCRETE PAVERS MIN. 3 1/8- (80 mm) THICK
CURB/EDGE RESTRAINT WITH CUT-OUTS
FOR OVERFLOW DRAINAGE (CURB SHOWN)
BEDDING COURSE 1 1/2 TO 2* (40 TO 50 mm) THICK
(TYP. NO. 8 AGGREGATE)
4- (100 MM) THICK NO. 57 STONE
OPEN-GRADED BASE
MIN. 6- (150 MM) THICK
NO. 2 STONE SUBBASE
OPTIONAL GEOTEX11LE ON BOTTOM AND
SIDES OF OPEN-GRADED BASE
SOIL SUBGRADE - ZERO SLOPE
NOTES:
1. 2 3/6" (60 MM) THICK PAVERS MAY BE USED IN PEDESTRIAN APPLICATIONS.
2. NO. 2 STONE SUBBASE THICKNESS VARIES WITH DESIGN.
CONSULT ICPI PERMEABLE INTERLOCKING CONCRETE PAVEMENT MANUAL
I i I1'ImIIIII
III • Oil 111111111 i! ill iripi I i
I PRECAST CAP
SET ON MORTAR
,16" x 16" COLUMN
r r7n
000 PSI CONCRETE
TABLE OF
EXISTING TREES
NO.
I HIGH
SPREAD
TRUNK
COMMON NAME
77
52'
16'
1.3,0
SLASH PINE
78
41'
15'
0.9,0
SLASH PINE
79
8'
6'
1,0
SABAL PALM
80
42'
18
1.2'0
SLASH PINE
81
42'
16'
1.2'0
SLASH PINE
821
42'
20'
1.3'0
SLASH PINE
83
42'
8.
0.7'0
SLASH PINE
84
42'
18'
1.0,0
SLASH PINE
85
42
16'
1.3,0
SLASH PINE
86
44'
32'
1.6'0
OAK
87,
20'
12'
5.0'0
BAMBOO TREE
88
12'
8'
1.2*0
SABAL PALM
89
16'
22'
1.4'0
WILLOW
90
28'
24'
1.4'0
OAK
91
22'
44'
2.0'0
OAK
92
20'
14'
0.7'0
QUEEN PALM
93
1 25'
40'
1.6'0
OAK
94
18'
8'
0.7'0
COCO PLUMOSA
95
18'
8'
0.7'0
COCO PLUMOSA
m•
20'
18'
,.
SABAL PALM
97
36'
24'
1.3,0
SABA�LPALM�,
98
25'
20'
2'0
MANGO
1 991
14'
16'
0.8'0
AVOCADO
10
34'
30'
1.8'0
SLASH PINE
101
30'
26'
1.3'0
OAK
102
44'
28'
2.4'0
SLASH PINE
103
18'
20'
1.8'0
MANGO
104
32'
30'
1.6'0
WTV-51 a
105
45'
18'
1.1,0
SLASH PINE
106
45'
18,
0.9,0
SLASH PINE
107
45'
18'
1.2'0
SLASH PINE
108
45'
20'
1.1,0
SLASH PINE
109
45'
20'
1.3'0
SLASH PINE
110
40'
38'
1.5'0
OAK
112
26'
28'
1.2'0
MANGO
112
26'
28'
1.3'0
SABAL PALM
113
26'
20'
1.7'0
MANGO
,114
26'
30'
1.5'0
MANGO
TABLE OF
EXISTING TREES
NO.
I HIGH
SPREAD
TRUNK
COMMON NAME
77
52'
16'
1.3,0
SLASH PINE
78
41'
15'
0.9,0
SLASH PINE
79
8'
6'
1,0
SABAL PALM
80
42'
18
1.2'0
SLASH PINE
81
42'
16'
1.2'0
SLASH PINE
821
42'
20'
1.3'0
SLASH PINE
83
42'
8.
0.7'0
SLASH PINE
84
42'
18'
1.0,0
SLASH PINE
85
42
16'
1.3,0
SLASH PINE
86
44'
32'
1.6'0
OAK
87,
20'
12'
5.0'0
BAMBOO TREE
88
12'
8'
1.2*0
SABAL PALM
89
16'
22'
1.4'0
WILLOW
90
28'
24'
1.4'0
OAK
91
22'
44'
2.0'0
OAK
92
20'
14'
0.7'0
QUEEN PALM
93
1 25'
40'
1.6'0
OAK
94
18'
8'
0.7'0
COCO PLUMOSA
95
18'
8'
0.7'0
COCO PLUMOSA
96
20'
18'
0.8'0
MANGO
97
36'
24'
1.3,0
SLASH PINE
98
25'
20'
2'0
MANGO
1 991
14'
16'
0.8'0
AVOCADO
10
34'
30'
1.8'0
OAK
101
30'
26'
1.3'0
OAK
102
44'
28'
2.4'0
SLASH PINE
103
18'
20'
1.8'0
MANGO
104
32'
30'
1.6'0
OAK
105
45'
18'
1.1,0
SLASH PINE
106
45'
18,
0.9,0
SLASH PINE
107
45'
18'
1.2'0
SLASH PINE
108
45'
20'
1.1,0
SLASH PINE
109
45'
20'
1.3'0
SLASH PINE
110
40'
38'
1.5'0
OAK
112
26'
28'
1.2'0
MANGO
112
26'
28'
1.3'0
AVOCADO
113
26'
20'
1.7'0
MANGO
,114
26'
30'
1.5'0
MANGO
115
18'
22
1.2'0
MANGO
116
16'
18'
1.0,0
LOQUAT
117
16'
12'
0.8'0
WILLOW
tNr- I LV�EAMLP
LOT CO RAGE
EXISTING 2151 SF.
PROPOSED 4883 SF.(10.797.)
ALLOWED 20%
F.A.R EXISTING 2151 SF.
LOWEST FLOOR
GARAGE/STORAGE
PROPOSED 3898 SF.
45256 S/F
EXAISTING RESIDENCE
SETBACKS: REQUIRED PROPOSED
S/F
EXISTING
FRONT 50'-0" 143.11 '(EXISTING)
1109' NGVD
12.26
INT. SIDE 12.5' 7 275-
S/F
PPOP.ADDITION AC AREA
12- REAR 25---0--
S/F
PFOP.ADDITION TOTAL AREA
2732
S/F
TOTAL A/C AREA
BLGD AREA EXISTING RESIDENCE
2151
S/F
PROP.GARAGE
577
S/F
PROP.ENTRY
408
S/F
PROP.ADDITION AC AREA
1747
S/F
PROP.ADDITION TOTAL AREA
2732
S/F
TOTAL A/C AREA
3898
S/F
TOTAL AREA
4883
S/F
POOL
918
S/F
TENNIS
7200
S/F
GAZEBO
225
S/F
vx"A
S/F
IMPERVIOUS AREA ALLOWED 30% IVIAU
PROPOSED 13226 SQ. FT (29.23%)
GREEN AREA PROPOSED 32030 SO. FT
FLOOD LEGEND
ADDITIONS, REMODELING, REPAIRS & COMBINATION
Folio #: Address: 6605 SW 69th AVENUE, MIAMI, FL
LOT: SEE L.G BLOCK: PLAT BOOK: 39 PAGE: 57
Highest Crown Of Road ev: Highest rown of
Road Elevation was taken from the attached certified survey,
or a certified survey prepared by
PLS Lic#:
Surveyor's Name
ELEVATION
LOWEST FLOOR
GARAGE/STORAGE
GRADE
45256 S/F
EXAISTING RESIDENCE
2151
S/F
EXISTING
13.42' NGVD
1109' NGVD
12.26
408
S/F
PPOP.ADDITION AC AREA
1747
AS-BUILT ELEVATION SURVEY IS REQUIRED BEFORE MAKING ANY INSPECTION
ABOVE LOWEST FLOOR AND AS-BUILT ELEVATION CERTIFICATE IS RIQUIRED
BEFORE ISSUANCE OF CERTIFICATE OF OCCUPANCY OR COMPLETION (11C3-3D3)
NOTE 1:
NO TREES, PALMS OR HEAVY VEGETATION SHALL BE ALLOWED ON NEITHER
THE DRAINFIELD OR THE UNOBSTRUCTED AREA. ONLY GRASS SHALL BE PERMITTED
NOTE 2:
THERE ARE NOT PERTINENT FEATURES ON ADJACENT PROPERTIESAND ACROSS
THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION.
AREA TABLE
0
LOT AREA
45256 S/F
EXAISTING RESIDENCE
2151
S/F
PROP.GARAGE
577
S/F
PP*P.ENTRY
408
S/F
PPOP.ADDITION AC AREA
1747
S/F
PFOP.ADDITION TOTAL AREA
2732
S/F
TOTAL A/C AREA
3898
S/F
TCTAL AREA
4883
S/F
LOT COVERAGE
4883
S/F
This property described as:
Track 5, less the south 160 feet thereof of
GRADE NELSON HONiESITES
according to the Plat thereof
ai recorded in Plat Book 39, Page 57,
OF the Public Records of Miami-Dade County, Florida.
DRAINFIELD
r ---- " 'UNOBSTRUCTED AREA
q;r;&?PC. CAP W/
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OTHER COURSE
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2"X1" HOR. 0 3" FROM GROUND
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