08-603-021• EXIlr I'
12� C° ELI
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S.W. 68th STREET
• •TAmNi
-_
_ OVERLAP 1' MIN, FILTER FABRIC
-
SEELCT F
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!I
SELECT FILL
k1�
LECT -
""VIDE (5) ALTr STACK11 � 1W1130.
k1�
-�
- .ANTIC- FILTER FAB C
ry•rVIM� r1+PE 'I GOLOIS 5TItir
+I
AND 04EEL &TIPS. "M"IDE SfGN AT
TIC
FILTER- 'iiiRIC
34' ASPHALT PAVEMENT
E
ENTRW -a OU. TOr0 SON At W AFF. 6W
79.40'
II I II
I4CULI .TATS: GNILGAIE MrK.IIP ,
IR7P -OI'F PH•GING . DO NOT PAW,
j�
100.00
IN YQLLOW MAIKE! MADE! PI.OP1 -
&UP TO 7:N AM - •:N TO b!I PM .
•
ENTRANCE
F
00
NEW G' -O" HICsH
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ONE 'STORY
GOMMERGIAL
SUILi71NCx :::
0 5e20 -24 SW 68th ST. o
0 50UTI4 MIAMI, FL O
°n F.F.E.• + 13 -23', 13.55' on +
NGVD - 5,556 S.F.
CD 00
co
-5" N.
W
—12,�g „� �� o NPtiT
PROPOSED PROP05ED 5KW -
- CONDENSING GENERATOR WILL
UNITS BE PART OF A
SEPARATE PEf fi11T
ZA5PHALp NCH GRAIN
C25 ELEV. +17.3 C5 £LEv.,12j0:3 TI AN4
PARKING SPACE 9' -0” 18' -'0" rAIN�K
100.00'
711 1110A.All Vlrzttl
PLAYGROUND
W -m" HICsH
PENCE
SCALE= 1 =10
DRAINAGE CALCULATION
LOT: 5ex20 -24 SW 68 ST, MIAMI FL
NET LOT AREA: 14601 SF.
L,4ND504PE AREA: 2821 &Q.FT
PAVED AREA = 5,451:o 5Q.FT.
ROOF AREA = 5586 SQPT.
IMPERVIOU5 AREA =11042 SQ.FT.
DRAINAGE REQUIRED = 11042x 0.0411 = 4roO
FRENCH DRAIN WITH 4 FT.
EFFECTIVE FRENCH DRAIN NICK - 4.9
FACTOR 1.5 WHEN UNDER PAVING
3/4(4 x 4- 13)- 1.081/5 0-5 + 1.08 = S.SS CF./F.
LENGTH OF FRENCH DRAIN REQUIRED
L= 460 x 13 =1 iO LINEAL FEET REQUIRE
DRAINAGE REQUIRES A SEPARATE PERMIT
TYPE III
A51=HALT
ASfH74LT PAVING; DETAIL
&GALE: N.T.S.
I - 1i
ASPHALTIC PAVEMENT
FOR PERFORATED CMP PIPE JOINTS
ARE TO BE BANDED, 111UT NO GASKET
IAl
• •TAmNi
-_
_ OVERLAP 1' MIN, FILTER FABRIC
-
SEELCT F
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SELECT FILL
co
rn
LECT -
-�
- .ANTIC- FILTER FAB C
+I
TIC
FILTER- 'iiiRIC
OVERLAP I' MIN.
E
SEE
79.40'
II I II
T'x5' AWNING
(IT WILL 5E PART OF
A 5EPARATE PERMIT)
1'x5' AWNING:
-QT WILL ME FART OF
A SEPARATE F'ER -11T)
ENTRANCE
00
NEW G' -O" HICsH
WOOD FENCE
ONE 'STORY
GOMMERGIAL
SUILi71NCx :::
0 5e20 -24 SW 68th ST. o
0 50UTI4 MIAMI, FL O
°n F.F.E.• + 13 -23', 13.55' on +
NGVD - 5,556 S.F.
CD 00
co
-5" N.
W
—12,�g „� �� o NPtiT
PROPOSED PROP05ED 5KW -
- CONDENSING GENERATOR WILL
UNITS BE PART OF A
SEPARATE PEf fi11T
ZA5PHALp NCH GRAIN
C25 ELEV. +17.3 C5 £LEv.,12j0:3 TI AN4
PARKING SPACE 9' -0” 18' -'0" rAIN�K
100.00'
711 1110A.All Vlrzttl
PLAYGROUND
W -m" HICsH
PENCE
SCALE= 1 =10
DRAINAGE CALCULATION
LOT: 5ex20 -24 SW 68 ST, MIAMI FL
NET LOT AREA: 14601 SF.
L,4ND504PE AREA: 2821 &Q.FT
PAVED AREA = 5,451:o 5Q.FT.
ROOF AREA = 5586 SQPT.
IMPERVIOU5 AREA =11042 SQ.FT.
DRAINAGE REQUIRED = 11042x 0.0411 = 4roO
FRENCH DRAIN WITH 4 FT.
EFFECTIVE FRENCH DRAIN NICK - 4.9
FACTOR 1.5 WHEN UNDER PAVING
3/4(4 x 4- 13)- 1.081/5 0-5 + 1.08 = S.SS CF./F.
LENGTH OF FRENCH DRAIN REQUIRED
L= 460 x 13 =1 iO LINEAL FEET REQUIRE
DRAINAGE REQUIRES A SEPARATE PERMIT
TYPE III
A51=HALT
ASfH74LT PAVING; DETAIL
&GALE: N.T.S.
I - 1i
ASPHALTIC PAVEMENT
FOR PERFORATED CMP PIPE JOINTS
ARE TO BE BANDED, 111UT NO GASKET
SEE C.B. 171TH BAFFLE DETA
PLASTIC
_
_ OVERLAP 1' MIN, FILTER FABRIC
-
SEELCT F
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SELECT FILL
LECT -
-�
- .ANTIC- FILTER FAB C
+I
TIC
FILTER- 'iiiRIC
OVERLAP I' MIN.
E
SEE
II I II
GROUT
N
00
�
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"
T
1:1 oR STEEPER
EJ
MAX
MAX o
PLASTIC
+
+ SEW T F��,I,
Olt ArrAGT ROCK
a
SEE NOTE 4 FABRIC
BALLAST
5ER NOTE 4
g4" PERK
c.x.r.
ROCK
(SEE NOTE 3�
STD. MANHOLE OR WATER TABLE
CATCH BASIN O
BALLAST
ROCK
PLASTIC
4._9. _1 FPI LTT'ER
FILTER
FABRIC
FABRIC
BOTTOM ELEVATION ALT, TRANS. SECTION
LENGTH OF FRENCH DRAIN
(SEE NOTE 2)
MAY BE USED IN AREAS WHERE TRENCH
* NO SLOTS OR PERFORATIONS
WALLS WILL NOT STAND VERTICAL, OR
ON THIS LENGTH OF PIPE LONGITUDINAL
SECTION WHERE CAVE IN BELOW THE WATER
TABLE IS,,. LIKELY „TO. OCCUR. TO BE
USED AT THE ENGINEER'S DISCRETION.
4'_0.
1. PLASTIC FILTER FABRIC (AT EA. SIDE, TOP AND BOTTOM) SHALL BE USED IN SANDY4,
INVERT ELEVATION TO BE AS SHOWN IN WC 2. (AVG OCTOBER GROUND WATER LEVEL). Dr ��
AREAS AS NOTED ON PLANS AND /OR AS DIRECTED BY THE ENGINEER,
F'
5. BAFFLE (NOT SHOWN) IS REQUIRED ON INLETSIBY FRENCH DRAINS.
`
2. THE BOTTOM OF THE EXFILTRATION TRENCH SHALL BE 15' -0" BELOW EXISTING
' ":., TRANSVERSE SECTION
GROUND ELEVATION, UNLESS FIELD CONDITIONS WARRANT OTHERWISE.
NOTE: IF THIS DETAIL IS TO BE USED FOR PRETREATMENT r- `t:AVZAGE REVIEW
M
3. AFTER THE BALLAST ROCK HAS BEEN PLACED TO THE PROPER ELEVATION, IT
OF STORMWATER RUN- --OFF, THE INVERT OF PIPE �O BE AS
SHALL BE CAREFULLY WASHED DOWN WITH CLEAN WATER IN ORDER TO
ALLOW FOR INITIAL SETTLEMENT THAT MAY OCCUR, IF IT DOES TAKE
SHOWN IN WC 2.2 OR HIGHER. IF PRETREATMENT HAS BEEN
PROVIDED THRU OTHER MEANS, THE INVERT OF PIPE DAN 3E` %''r; F 7.
tt� tcl•ti t�l)�'t taC �:.�tag and l�MP11iiI1�;!' [) I: lil '�'.�I4;i�.'�2(�iCCTsi`i�'rtti�
LOWER THAN SHOWN IN WC 2.2. 11 <.) +,,'i5 ►y
PLACE, ADDITIONAL BALLAST ROCK WILL BE ADDED TO RESTORE THE
to t11C of}
BALLAST ROCK TO THE PROPER ELEVATION, SO THAT THE EXFILTRATION
+ g"12tirins 'stl4ject
TRENCH WILL BE COMPLETED IN ACCORDANCE WITH THE DETAILS.
2. Prv,,rl Sk 3s'.."- t �. ' `:� l� to /rr�1�C111� rllrtn�f to c71 � 1t iY111 r a�•
FRENCH
DRAIN DETAILS
3• Se�artearr.�= t'�'� "•
N.T.S.
4. 1:�'tr.'ralft entl�r � „�e� tyLi e sketch (tart back of eftf!clrrf!/sl. +:� f)
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nye•
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I
I
PRECAST CONC.
L /UNE/7EL STOP
KJ' -0'' LONG
ICJ `h 1 112" R.
EDGE OF F'VMT. �� ASRNALT
4 CV
L I1" 4EROCK 5A5E
FARKING 5Y
2 - *4 BARS 3' LONG D 1545LE
TNROUG 4 WHEEL STOi=H PEF,1 -1IT ONLT'
TO ANC -4OfR TO }=,4VEMENT TOLD AW,4Y ZONE
4 FINE Uf TO
why e 1 5 t o p beta i l r.t.s. $2EO.co
WHEN ADJACENT SPACE 15
,NDICAP PARKINCst 4" WHITE
HANDICAP.
PAINT: CHLORINATE RUBBER ALKYDE FS
TT -P -•5
TYPE 111, FACTORY MIXED, QUICK
DRYING: NON- BLEEDINCa COLOR
PER LOCAL CODE.
tsp 1 ca 1 tra �F i C
S a C e s Ma r iG I n.t.s.
P05T PER DADE
STANDARD
ICI
SEE DADE COUNTY PURL IG WORKS
CRITERIA FOR ADDITIONAL 51nN
SPECIFICATIONS
NOTE: Dade Gounty Ordinance 87 -3g
harbic-ap par irk Metail n.t -5.
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o
To the best of my knowledge subject drawing comply with FBC. Dade County require a Final Letter of Compliance from Architect. ArW (]4i�A�iQ�iotpubj:6fct(3Wrr@yi @iln by Architect /Engineer. Contractor or subcontractor shall notify Architect prior any change to be done on approved drawings.
R
10C,T�7-OB A
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DRAWN BY:
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Checked:
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Date:
AF'R -14 -08
Scale:
5h0 Wn
Job No:
Sheet:
O 9
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DRAWN BY:
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Checked:
F. G--P
Date:
AF'R -14 -08
Scale:
5h0 Wn
Job No:
Sheet:
O 9