13-749-022PROP. LANDSCAPE AREA
ry �F
2.0'
PROP. 2" OF TOP SOIL do SOD
SEE LANDSCAPE PLANS FOR
MATERIALS do SPECIFICATIONS
PROP, 15.0' MIAMI-DADE COUNTY
FIRE DEPARTMENT
STABILIZED ACCESS PATH
LIMITS OF WORK-,
0.7' '
PROP. 1 a.7' LANDSCAPE AREA
PROP.
FLOW LINE
a 2.0'
yF.
PROP. 6" LIMEROCK BASE
MIN, LBR=100
MIN, COMPACTION=987
PROP. 12" STABILIZED SUB -BASE
MIN. LBR=40
MIN, COMPACTION=957
SECTION 'A'
N.T.S.
y Lop
MEG--� j
EXIST. PROP.
R/W R/W
PROP. 5.0' ( I
OF R/W
TO BE DEDICATED
EXIST. 6.0'
CONC. SDWK
it EXIST. FENCE
TO REMAIN
PROP. LANDSCAPE AREA (VARIES)
PROP.
FLOW LINE
EXIST, CURB 1
do GUTTER-
. -�- -- �
MEG
I
EXIST. ASPHALT
EXIST. BASE
EXIST. SUB -BASE SECTION 'F'
N.T.S.
PROP. POOL
3.0' DECK (VARIES)
7 '
MAX
SEE DETAIL ON -
SHEET C-10 FOR
GRADING BETWEEN
CONCRETE POOL
DECK do GRASS AREA
EXIST. BUILDING
(NOT A PART)
EXIST.
BASKETBALI
COURTS
PROP. EXIST. RAW'
R/W R/W
PROP. 5.0' I
OF R/W
TO BE DEDICATED 20.0' 25.0'
PROP. 15.0' WIDE PROP, DRIVFWAY
MIAMI-DADE COUNTY FIRE DEPARTMENT APPROACH W/4' ASPHALT EDGE OF PAVEMENT SHALL BE EXIST, 6.0'
STABILIZED ACCESS PATH ADA PATH FLUSH WITH LIP OF GUTTER. CONTRACTOR CONC. SDWK
SHALL MILL 1" AND RESURFACE ASPHALT
AS REQUIRED IN ORDER TO CREATE
PROP. ENTRANCE ROLL GATE PROP. FLUSH CONNECTION.
RAMP 2.0'
"FIRE DEPARTMENT ONLY"
-\"
PADLOCK MODEL 3753 MILL 1" OF EXIST. ASPHALT MILL 1 OF EXIST. ASPHALT EXIST. CURB
& RESURFACE W/1" OF TYPE dt RESURFACE W/1" OF TYPE de GUTTER
27 MAx. -
it S---3 ASPHALT S 3 ASPHALT
PROP.
DRIVEWAY
DROP CURB
� EXIST. BASE
PROP, 2" OF TOP SOIL do SOD
SEE LANDSCAPE PLANS FOR I EXIST. BASE
MATERIALS do SPECIFICATIONS I EXIST. SUB -BASE
EXIST. SUB -BASE
PROP. 6" LIMEROCK BASE I
MIN. LBR-100 I LIMEROCK BASE TO BE
MIN, COMPACTION=98% ADDED/REMOVED AS REQUIRED TO
EXIST. CURB PAD IN ORDER TO SET
PROP, 12" STABILIZED SUB -BASE C&G SLOPE AS SHOWN ON SHEET C-6
MIN. LBR=40 MIN. LBR=100
MIN. COMPACTION=957 MIN. COMPACTION=987.
SECTION 'B'
PROP, POOL DECK (VARIES)
PROP.
PROP. 4.0' LANDSCAPE
PROP. POOL BUFFER AREA AREA
13.00' 12.90'
2% MIN.
4y� % MAX 7 L0�
PROP. POOL
COPING
LIMITS OF WORK
EXIST. 14.0' GREEN AREA
SEE DETAIL ON
SHEET C-10 FOR
GRADING BETWEEN
CONCRETE POOL
DECK do GRASS AREA
SECTION U
N.T.S.
PROP.
LANDSCAPE
PROP. 5.0' PROP. LANDSCAPE
PROP. EXIST.
CONC. SDWK AREA (VARIES)
EXIST.
R/W R/W
FENCE TO
PROP.
REMAINor
FLOW
y' MAX,' LINE
PROP. 5.0'
PROP, POOL DECK (VARIES)
OF R/W
TO BE DEDICATED
PROP. 4.0'PROP.
PROP.
1S.2' LANDSCAPE AREA
6.0'
CONC, SDWK
ASPHALT EDGE OF PAVEMENT SHALL BE
PROP. POOL
BUFFER AREA
FLUSH WITH LIP OF CURB do GUTTER.
CONTRACTOR SHALL MILL 1" AND
13.00'
3.0'
PROP, 1.0'
I
RESURFACE ASPHALT AS REQUIRED IN
12.50'
PROP.
TOP OF BERM
ORDER TO CREATE FLUSH CONNECTION,
_
27 MIN.
4y MAx_
2r. MAX.
y S
FLOW
_
; ,:.;.,: •.
LINE
MILL 1 " OF EXIST. ASPHALT
do RESURFACE W/1" OF TYPE
PROP. POOL
1Q
1p
{
MAX.
S-3 ASPHALT
�
:,,;; ;„,-' , r,
_
COPING
-
SEE DETAIL ON
EXIST.
SHEET C-10 FOR
FENCE TO
PROP. TYPE
GRADING BETWEEN
REMAIN
'F' C&G I
- -
CONCRETE POOL
DECK do GRASS AREA
LIMEROCK BASE TO BE
EXIST. BASE
ADDED/REMOVED AS REQUIRED TO
EXIST. CURB
PAD IN ORDER TO SET
EXIST. SUB -BASE
C&G SLOPE AS
SHOWN ON SHEET C-6
MIN. LBR=100
MIN. COMPACTION=98%
SECTION'C'
N.T.S.
EXIST. PROP.
R/W R/W
PROP. 5.0' ( I
OF R/W
TO BE DEDICATED
EXIST. 6.0'
CONC. SDWK
it EXIST. FENCE
TO REMAIN
PROP. LANDSCAPE AREA (VARIES)
PROP.
FLOW LINE
EXIST, CURB 1
do GUTTER-
. -�- -- �
MEG
I
EXIST. ASPHALT
EXIST. BASE
EXIST. SUB -BASE SECTION 'F'
N.T.S.
PROP. POOL
3.0' DECK (VARIES)
7 '
MAX
SEE DETAIL ON -
SHEET C-10 FOR
GRADING BETWEEN
CONCRETE POOL
DECK do GRASS AREA
EXIST. BUILDING
(NOT A PART)
EXIST.
BASKETBALI
COURTS
PROP. EXIST. RAW'
R/W R/W
PROP. 5.0' I
OF R/W
TO BE DEDICATED 20.0' 25.0'
PROP. 15.0' WIDE PROP, DRIVFWAY
MIAMI-DADE COUNTY FIRE DEPARTMENT APPROACH W/4' ASPHALT EDGE OF PAVEMENT SHALL BE EXIST, 6.0'
STABILIZED ACCESS PATH ADA PATH FLUSH WITH LIP OF GUTTER. CONTRACTOR CONC. SDWK
SHALL MILL 1" AND RESURFACE ASPHALT
AS REQUIRED IN ORDER TO CREATE
PROP. ENTRANCE ROLL GATE PROP. FLUSH CONNECTION.
RAMP 2.0'
"FIRE DEPARTMENT ONLY"
-\"
PADLOCK MODEL 3753 MILL 1" OF EXIST. ASPHALT MILL 1 OF EXIST. ASPHALT EXIST. CURB
& RESURFACE W/1" OF TYPE dt RESURFACE W/1" OF TYPE de GUTTER
27 MAx. -
it S---3 ASPHALT S 3 ASPHALT
PROP.
DRIVEWAY
DROP CURB
� EXIST. BASE
PROP, 2" OF TOP SOIL do SOD
SEE LANDSCAPE PLANS FOR I EXIST. BASE
MATERIALS do SPECIFICATIONS I EXIST. SUB -BASE
EXIST. SUB -BASE
PROP. 6" LIMEROCK BASE I
MIN. LBR-100 I LIMEROCK BASE TO BE
MIN, COMPACTION=98% ADDED/REMOVED AS REQUIRED TO
EXIST. CURB PAD IN ORDER TO SET
PROP, 12" STABILIZED SUB -BASE C&G SLOPE AS SHOWN ON SHEET C-6
MIN. LBR=40 MIN. LBR=100
MIN. COMPACTION=957 MIN. COMPACTION=987.
SECTION 'B'
PROP, POOL DECK (VARIES)
PROP.
PROP. 4.0' LANDSCAPE
PROP. POOL BUFFER AREA AREA
13.00' 12.90'
2% MIN.
4y� % MAX 7 L0�
PROP. POOL
COPING
LIMITS OF WORK
EXIST. 14.0' GREEN AREA
SEE DETAIL ON
SHEET C-10 FOR
GRADING BETWEEN
CONCRETE POOL
DECK do GRASS AREA
SECTION U
N.T.S.
PROP.
LANDSCAPE
PROP. 5.0' PROP. LANDSCAPE
AREA (VARIES)
CONC. SDWK AREA (VARIES)
EXIST.
FENCE TO
PROP.
REMAINor
FLOW
y' MAX,' LINE
MEG
SEE DETAIL ON SHEET SEE DETAIL ON SHEET C-10
C-10 FOR GRADING FOR GRADING BETWEEN
BETWEEN CONCRETE CONCRETE SPLASH DECK &
SIDEWALK do GRASS AREA GRASS AREA
SECTION 'G'
�N.T.S.
N.T.S.
PROP. SPLASH
DECK (VARIES)
ry, SL 27 MAX.
LIMITS OF WORK
PROP. 5.0'
EXIST. GRASS AREA I 5.0' CONC. SDWK
PROP.
BUILDING
MEG 2%MAXMAX. \ F.F.E.=x-13.00'
SEE DETAIL ON SHEET C--10 FOR
GRADING BETWEEN CONCRETE
SIDEWALK do GRASS AREA
SECTION'E'
LIMITS OF WORK -
EXIST.
BASKETBALL EXIST,
COURTS 6.0' SWALE
N.T.S.
PROP. 5.0'
6.0' - CONC. SDWK 5.0' EXIST
- EXIST.
FENCE TO
REMAIN
.F0.15' +0.2' 0.0'
�._MX.
MEG MEG-/_
SEE DETAIL ON SHEE
C-10 FOR GRADING
BETWEEN CONCRETE
SIDEWALK & GRASS
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N.T.S.
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CONSTRUCTION, INC.
3990 North Powerline Road
Ft. Lauderdale, FL 33309
Voice: 954.566.3885
Fax: 954.566.3335
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LIMITS OF WORK O
C� a PROJECT NUMBER
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. GREEN AREA 7 FILE No. :--------
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DATE 07-02-13
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„� CROSS-SECTIONS