6835 SW 67 ST EB-09-019-032 cr)
cfl
N
0
EW GAS NATURAL
METER AND
C)
-REGULATOR-8Y-LOC*t�-__
L0
Sb_U_pfP5E_R 4 x4 -SCUPPER 4%4" 180SF
TOTAL AREA SCUPPER 4'x SCUPPER 41 311RD GAS COMPANY
L AREA p 1"BFP METER AND REGULATOR
------------------- 1_51GSF--------- --- TOTAL AREA TOTAL AREA 7� SCUPPER 41sx4ol 151 �6R CONTINUATION SEE P-2
OOSF-------- 140SF------ -- ---3"-RD--- --SCUPPER ROTALAREA ----------------------
6"-2690SF 120SF 1:9
AND 10
--1,3"RD 3RD YRD 1AQqF TOTAL AREA X OSF 11"TO IRRIGATION L1NE,HB
ER__ 4 SCUPPER-4"
DRAIN TO SWALE P 50SF n 200 F\ 140SF 120SF \ TOTAL R E4AX 180SE 37 POOL CONTRACTOR FROM BFP
N 0
-SD ----
-2200S
-
---------- -- ------------ ---- I i ----
FOR CONTINUA11ON SEE P-2
SEE GRADING PLAN ------ 6--2540S 6"-2340S 1-6- -
------------- - ---6--2080S" F_
as L
L6_-1, - -_ - - =120SF CO
8"-C)940SF- ---------------
-1 TO D-6-VEMC WATER
----------
LO
16009F FROM BFP co
FOR CONTINUATION SEE P-2 1-1/2"BFP . METER AND REGULATOR
2
6"-4250SF
Q)
2
G
UTTER-15" TV
20SF 3
39*RD F� I
9S 3 SCUPPER 4%'4"
3
45 S
- --- -- -------------
TOTAL AREX
350SF
ci
4"-1250SF- Z
3"VTR
(D
S
SCUPPER 4%4
—ABOVE
TOTAL AREA 3"RD
320SF 02
�F 320SF
SCUPPER 4!�x,4" TOTAL. AREA 4' 930FU
TOTAL AREA
450SF
0
TOTAL L AliEA-f 30 tFiP J d
S
�21 OSF
CUPPER 4"W
Y-3205F ji�,
TOTAL AREA SOIL PROFILE
1 j
Y-RV& 380SF
LOCATION
EN F IL
-5 S SCUPPER 61 PPE RD
RD
I C)
� 11
I'' rwJnundee TOTAL AREA-615 $F:
! 320SF
TOTAL AREA 380SF
ABINE
I 320SF
A
SYSTEM #2
PROPOSED SEPTIC TANK
SCUPPER 4"1
3 RD
-633 SF-
AREk-
9 3 OR F 1200GALLO
t6TALAREA TOTAL AREA NS
z
230SF - FLOW-443 NEW-DRAINFIELD AREA
Si Y50SF
+
UTTER 6" � ; 1 1 - 0
- 250SF GXLLONS/DAY 'I
--------------- ---- SEPTIC - -
----------- - ------- - - ---------- I------------------j
� 1 #2 -6
L ------- ---------------------
6"-3800S
//C�
4"-33FQ
X Y-250S Nx/
FROM SEPTIC TANK
37RD FRON
o 4"R
NIINUATlON SEE P-2
D
5SF FOR CO
SD —Sli n 87
ot: 0
_T� � TOTAL GVD
KkEA INV.+1 V-11 1"N 43 1
0
300SF 6"1 OSF 4�25SF
7
z///
% 4-3
6 0 A.&"
9 � 0
4-
//�/,TQT //F Z///
3RD /AL/ -X,-/ / ,
ii..i�_ Si GU TTER 4 4"-33FU
--400SF 3"D�Tl
_1183�SF
6
3/7/-1585SF
��z S-P�R//'
A
525 R C) 0) 0
OPET I iSTART OF SOIL
SF 0
6,/
D 3RD
�4
700SP 940SF v
120SFN 1:0
i NN_i --p
CS_
SF E-4J
--------------------------
------------
NOTE
0111 0 O;a 13 1. 0
SCUPPER SHALL BE SPACED 50 SF AREA-950 SF z
ALLOW EMERGENCY 14 (0 0 o 0
zz
------
GUTTER 4" Iy
FROM ROOF DRAIN TO
0
DRAINAGE OPERATION TO A MAXIMUM
0 M 4J 90 0
0)
ACUMULA11ON OF 5"OF WATER iii I D
0 0 lz k
V
90SF a,�cl� DO
----- -------
---------- El v 0 0
3"R
40S 4D OF! SOIL
LC 0
4"DD 0 A
3RD 700S W4 41
575SF
4"-700S SYSTEM #1
X,
3"DD 6—"-2765SF
%
5
OOSF
E
6"- 26 S 500SF 6"-2265S BELOIN 1200 GALLONS
4""615SF PROPOSED SEPTIC TANK
3"DD 3"RWL
6 1615S
GUTTER-6" ACH
425SF1 '
GUTTE + F+ - "z,
X R_4#` I
TOTAL A FLOW-457GALLIONS/DAY _652r S
3 RD TOTAL ARE +
- -_
`--i-nos jl- _00SF 1,i � 1 �
525 SF +
+
NEW DRAINFIELD-AREA-).
425SF S
j4 .- - -, - +
as
SEPTIC #1
is F1 SC I 1p
V pt,
RD -�_SCUPPER 4 x4 Lj n�
L
3i•_1o. %% i///�// r-1
31 SCUPPER X4
0
50�17 26OSIF/ 300SF +
2 qj I
.3 RD
-915SF-
+
260SF 3" 71 1 4" 4FU
J_-
low +
+
R, VTR---� FROV SEPTIC TANK
1 3 S
23P
TI U
4"
2
11 TOTALAREA' TOTAL ARE FOR CONTINUATION SEE P-2 vw///
260SF A X
300SF
Flelo
! TOTAL 416- APT
525S /AR
L I
L-11 U U�'!S _IiiiN�+l 2
4"DD
TOTAL AREA A
680SF OPEI�j , I i i
260SF START OF SOIL / ��'
TO REA.
TG :,1;�OT,TOTAL A
La, YRD I
BE W I �i - I I i-ua SF,2"�� 270SF
270
YRD
SOIL PROFILE
�12
12
ij 1 26 SF
TOTAL AREA LOCATION
TOTAL AREA
R`D
i SCUPPER 4"x4" 7
525SF 320SF
320SF
GUTTER 3" �270SF
-260SF 3n-270SF
---------------------------------------------
------ -LIFOTAL-- E A
--------------------- -----------------
525 SF kk I -L L _.L--------- ---------- U
2.
-----------------------------------
--- -------
8"-5380SF ------- ---------
YRD SCUPPER 4%4"
T,
SCUPPER 4%4"
100SF TOTAL AREA
DRAIN TO SWALE 260SF 32 SE
1xs
MOIL —as CIS
_YRD
SEE GRADING PLAN SCUPPER Tx41"'
640SF TOTAL AREA
6"-2115SF S-590SF
6 -11590SF 4"-950SF
SCUPPER 4%4" 100SF
TOTAL AREA
8'0
640SF
------------------------------- ------------------------------------------
- ------------------------- ------------------------------ -------
---------- ------------------------------------------------------
----------------------------------------------------------------------------------------
O F;
SEPTIC TANK CALCULATION
NUMBER OF SYSTEMS 21
TOTAL WING AREA 6,820 SF 3300sf(400GPD)
TOTAL OF BEDROOMS 7
FLOW ALLOWANCE 900 GPD L 'i
TOTAL LOT AREA 1.124 ACRES 48,977 LOT SF
TOTAL FLOW PER DAY PER ACRE ALLOW 2810.8M A R
L�-- 10-1
FIXTURE COUNT CALCULATION DESCRIPTION w
SYSTEM#1 FU # TOTAL I
FULL BATHROOM 6 2 12 BATH 1,2 PLAN VM f�= Lo E-i
POWDER ROOM 4 1 4 ca �D
FLOOR DRAIN 2 2 4 00 0
BATHROOM MASTER 14 1 14 z
TOTAL FIXTURES 34
FIXTURE COUNT CALCULATION
SYSTEM#2 FU # TOTAL H
FULL BATHROOM 6 2 12 MAID/GUEST _T_i I-am
POOL BATHROOM 7 1 7 i - _T
SINGLE SINK 2 2 4 LAUNDRY/UTILITY — -—-
DOUBLE SINK 2 2 4 KITCHEWBAR eECTM A-X T1
FLOOR DRAIN 2 2 4 4a
WASHER 2 1 2 _QU_ 1050 1200 1350 19M 3200
TOTAL FIXTURES 33 W 3 -1-K a.� =_;Q
L 9T3 D1�0�-O -10-0 12-0 12-5
'-?- -6 8-1
H 10 -1 -6" 5
TOTAL HOUSE FU 67, T min. 4
1 1 0 , 4 4 4-6
FLOW CALCULATION roof e:6 1611-0 14 4 44
SYSTEM DRAIN FIELD REQUIRED BED(SF) TANK SIZE GALL. 41=PIS 'A Z� <<
WM'MM WM SKU BE I-WL/r VAX
SYSTEM FLOW= #FU XTOTAL FLOW GPD/0.7 M"Iffujim w4w SWIM
TOTAL FU 9M UM EWA!L
34 X 900
67 NOTE
=457 GPD 652 1200 THERE A% NO PERTINENT FEATURES ON ADJACENT
PROPERTIES AND ACROSS THE STREET THAT 1W
AFFECT THE SYSTEM INSTALLATION. 0
SYSTEM 2 ri
SYSTEM FLOW= 33 XTOTAL FLOW
TOTAL FU
33 X 900
67 <<<
443 GPD 633 1200
00 < CO
0 LL: T-
L6 oo
T_ 0
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Arnarilfs.Rod00de"z),,p,9
Licensp NL;m b(t�i
CX 26359
0 602-6
Ivil Gables International Plaza
2655 Le Jeune Road,Suite 902 Engineering Design:_7 en ineering inic
PLU"Bliiii SITE PLAIN F I
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SCALE 3/32= Vi Coral Gables,Florida 33134 >Mechanical >Electrical AN
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Phone>305 444 9809 >Plumbing >Rne Protection
wo. F.
Fax >305 444 9827 vvvvvv.arpe-eng.com
a t I OF 5