AP-1528600-N (septic system site plan)_v11
C �
. O
0,1
MASTER
5A
AUNDRY
ROOM
WH M
I
NN o
a
0 0
THLRE ARE NO PERTINENT FEATURES
ON ADJACENT PR❑PERTIES AND ACROSS THE
STREET THAT MAY AFFECT THE SYSTEM
INSTALLATI❑N
Scope:
1. Addition of Master Suite with bedroom
-_ 1
and bathroom;
— 2. Garage conversion into Laundry Room
L--J I J
& Walk -in -closet for new Master Suite;
3. New pergola over rear patio;
e Area breakdown:
Lot area: 9,162.5 s.f.
MASTER
NOW • - .
Existing Bldg Footprint: 1,853 s.f.
Existing habitable area: 1,538 s.f. ARACE
C VERSION
+/- 315 SQ. FT,
Garage Conversion: 315 s.f.
Rear addition: 474 s.f.
ALLEY
'E,. PROPERTY LINE
XISTING SEPTIC TANK
TO BE ABANDONMENT
i
• • .
.
•• `• r / r a
5'
'' ADDITION
�u
0 PATIO a Master Bath Terrace: 90 s.f. \,1
z ]
e Total habitable area: 2,327 s.f.
w a a
o
ig
on
Total Building Footprint: 2,417 s.f. o
3'-6'
GREAT ROOM
a1, - -
A/
FLOOR FLAN
2 SCALE: I/4'=1'-O-
BATH 3
WALK -IN -CLOSET
BEDROOM 3
BEDROOM 4
BEDROOM2
7
APPROVED
YLORIDA DEPA ENTOFHALT MWNN-OAD� ITy
PERMIT#
DATE: 1) . ^—C
PTIC TEINK rAL (MIN)(MIN)RAIN LD �dD_.. aD FT IMINI
INSWL LAgr' -
---�{,.---._ J �.:.'3HTLY LIMITED DDA
UNDER SOTTOM OF DRAINFI�LD
INVERTELEUATION 1I AZ NG��i
BOTTOM OF DRAINFIELD ELEVATED G�
PERIMETER OF EXCAVATION AREA SHALL 1%
AT LEAST 2 FEET WDER AND LONGER THAN THE
PROPOSED AP—)RPTION BED 01) noA1N
no contractor tar designee) Is required Ic pertor
loll boring adjacent to the drainfold Arcavation at the
-MO of final inspection. Prior td Final Approval, the DOH
tspeetor shall Witness the soil bonng and Compare the
Isuhs to thl� original site evaluation subndited. A
"Inapedtirn tee VAII be asseaaed it the contractor if nm
.:'he -dread 11 the �r,angsd time
'6.
+/- 414 SQ. FT.
NEW POOL 3 '
NEW PATIO
UN®R PERGOLA
EX15TING SINGLE -STORY
IC55 STRUCTURE -
W/ PITCHED WD. ROOF
I
I
,
y
y
y
y y y y
y y
y y
y
y y W y y y y y y y y y^
y y y y y y y y y y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
y
4'—
y
y
y
y
y
y
y
y
y
y y
y
y
PROPERTY LINE
-,JPARKWAY
'S, N Ui
3T-5'
12'-3'
N 106th STREET
SITE PLAN
scALE: vs'=r-m'
12'-3'
19'=2"
12'-1'
34 CHAMBERS
(ARC 24)
510 SQ,FT, OF
DRAINFIELD
IN TRENCH
C❑NFIGURATI❑N
-NEW 1050 GO1 LONS
SEPTIC TANK
General Notes
Z
00
Q
Z
M
LJ
M
Pq
J
LLI
W
o
O
06
1
_
L,J
LL
}rl�
Z
�1Lf7Z
0
I —I
I —I
Q
Q
Q
Q
E:I
n
No. I Revision/Issue I Date
Firm Name and Address
ALC EXCAVATORS, INC
8450 SW 43 TER
MIAMI FL 33155
GUILLERM❑ SUAREZ JR
SM 890-857
llliiIio �j
i
Project Name and Address
Benjamin Residence
Garage conversion &
Addition
561 NE 106th Street
Miami Shores, Florida 33138
Project Sheet
BENJAMIN
Date
07/29/2020 S P 71
scale