05-1454-015_x
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FINISH GRADE T E
RETAIN RAIN WATER 0
THE PROPERTY
1
4' FLF
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Or LO � Q FT. N 5 S FT. VE� \ DRAINFIEF D 2 'W x �3'L
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1,150 SF 4" �TG — 2 WAY
NOTE: EXISTING TANK IN UNOBSTRUCTED AREA
REAR YARD TO BE REMOVED 1050 GAL. SEPTIC TANK, x
SEE CHART FOR SIZE I
TANK MUST BE LOCATED 5' I x
FROM STRUCTURE OF HOUSE 4' CLF
4" CTG — 2 WAY
d x
L0
D _— -- -- X X X X
I 4" CTG
4" ® 1 /8 " /FT. —
24 FLI
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1/2" HOSE BIBB (HB) W/
VACUUM BREAKER (VB)
PLUMBING SITE PLAN
SCALE: 1/811 a 11.011
FINISH GRADE TO RETAIN RAIN
WATER ON THE PROPERTY
82.00'
S.W. 66th AVENUE
15' ASPHALT PAVING
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MINIMUM REQUI
SETBACK
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1" SHUT —OFF VALVE IN
VERTICAL — 18" A.F.F.
l" WATER SERVICE
PIPE = 17.1 FU
1" SHUT —OFF
VALVE INBOX
1— — —
1" WATER METER
ASSEMBLY
N
APPROVED
750
Permit no. p 4C9vtL'
Date. /— //— OCR.
1200
Miami -Dade County
3' -6"
Health Department
3' -8"
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INSTALL i' OF SLICIT —:! —el
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UNDER BOTT+" "
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4' -10'
BOTTOM OF DR
7.5 LNG
PERI INTER
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SHALL BE
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R THAN TILE
PROPOSED A' : , -`, • . _. ; ,.
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SEPTIC TANK 10_30_ GAL" (MIN)
DRAWMD . 7l SQ. FT. O&N)
SEPTIC TANK AND DRAINFIELD CALCULATIONS
BASED ON CHAPTER 64E -6 FLORIDA ADMINISTRATIVE CODE
1, DAILY FLOW CALCULATIONS — TABLE I
RESIDENCE - 4 BEDROOMS / 3 BATHS
4 BEDROOMS UP TO 3,024 S.F. AREA - 400 GPD
TOTAL LIVING AREA OF RESIDENCE - 2,649 S.F. (UNDER A/C)
2,649 — 3,300 - 0 S.F O tow./75O S.F. - ADDTrORIAL FLOW 0 GPD
TOTAL DAILY FLAW GPD
2. SEPTIC TANK SIZE — TABLE H
400 GPD DAILY SEWAGE FLOW - 1,050 GAL TANK
3. SIZE OF DRAINFIELD TABLE III
MAX LOADING - 0.70 400 GPD / 0.70 - 571 S.F.
DRAINFIELO SIZE USED (25' -0' x 23 -01 - 573 S.F.
4. SIZE OF UNOBSTRUCTTVE AREA- 575 X 2 - 1,150 S.F.
UNOBSTRUCTED AREA CALCUALTED - 1,150 S.F.
GAL.
750
900
1050
1200
W
3' -6"
3' -9'
3' -8"
4' -0'
L
7' -2"
8' -0"
V -3'
10' -0"
H
4' -10'
4' -10"
4' -10'
4' -10"
T min.
3"
3"
3'
3'
D min.
4' -0"
4' -0"
4' -0'
4' -0'
REINF. 6 X 6 10/10
CONC. 4000 PSI, 28 DAY
SURFACE
x % %
SURFACE
OF THE DRAINFIELD
24' MIN.
2• MIN. DEPTH OF
UNSATISFACTORY SOIL
WET SEASON WATER TABLE
Z-UNSATISFACOTRY SOIL
NOTE: THERE ARE NO PERTINENT
FEATURES ON ADJACENT PROPERTIES
OR ACROSS THE STREET THAT MAY
AFFECT THE SYSTEM INSTALLATION.
COLTRAIN AND
JONES
ARCH(TECTUR
, PA.
DESIGN + CAD PR
DUC110N
CONSTRUCTION ADN
INISTAATION
BUILDING INSPE
'IONS
TEL(305) 285 -6723 FA)C
305) 285 -6722
535 SW 8 ST. SUITE 100
IAMI, FL 33130
REVISIONS /COMMENTS:
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MARK A. COLTRAIN -'21 0013380_
RICHARD K. JONES, AIA 4R• 00155755
-
PLUMBING ST-
NOTES/DATES:
- - - - -� -
JOB NO.: SHEET NO.
2005 -12 CARBONELL
PERMIT SUBMITTAL DATE:
9/29/05
DATE PRINTED:
9/28/05
SCALE:
AS NOTED
DRAWN BY:
M.R.
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