12-746-001SITE NOTES:
1. GENERAL CONTRACTOR SHALL COORDINATE
ALL UTILITIES PRIOR TO COMMENCEMENT OF WORK
2. GENERAL CONTRACTOR TO GRADE LOT IN ORDER
TO RETAIN ALL RAINWATER WITHIN PROPERTY
BOUNDARIES.
3. ALL MATERIALS d LABOR UNDER THIS PROJECT
SHALL CONFORM TO THE CITY OF MIAMI BUILDING DEPARTMENT
AND PUBLIC WORKS STANDARDS AND SPECIFICATIONS.
4. ARCHITECTURAL DATUM ELEVATION 0' -0' = +10.01' ELEV.
(NATIONAL GEODETIC VERTICAL DATUM).
LEGAL DESCRIPTION
LOT % BLOCK 8, OF 'MERION PARK MANOR THIRD ADDITION'
ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
PLAT BOOK 65, AT PAGE 1, OF THE PUBLIC RECORDS
OF MIAMI -DADE COUNTY, FLORIDA.
NOTE ON SEPTIC TANK
THERE ARE NO PERTINENT FEATURES ON ADJACENT PROPERTIES AND
ACROSS THE STREET THAT MAY AFFECT THE SYSTEM INSTALLATION.
I
ON SITE SEWAGE TREATMENT AND DISPONSAL SYSTEM CALCULATION:
DATA 4 BEDROOMS WITH 2,801 SQ. FT. OF AREA
ESTIMATED SEWAGE FLOW CALCULATION AS PER 64E -6.008
TABLE N "I (RESIDENCIAL)
3300 SF ---------------------------- - - - - -- 400 GPD
AVERAGE FLOW -------------------- - - - - -- 400 GPD TOTAL
TOTAL FU =29 29 FU =400 GPD
FOR SEPTIC TANK 01 (EXISTING) 10 FU (10/29) X 400 = 138 GPD
FOR SEPTIC TANK "2 (NEW) 19 FU 09/29) X 400 = 262 GPD
SEPTIC TANK "1 (EXISTING)----------- - - - - -- -138 GPD TOTAL
SEPTIC TANK "2 (NEW)--------------- - - - - -- -262 GPD TOTAL
SEPTIC TANK "1: (EXISTING) AS PER TABLE NO I I
,JW, �l V
�.•'•
AVERAGE SEWAGE -------- - - - - -- 900
GAL. CAP SEPTIC TANK
FLOW.
IS REQUIRED.
DRAINFIELD: AS PER TABLE NO III
ESTIMATED SEWAGE FLOW (G.P.D) 138
501L RATE A55OR51ON IN (G.PD) 0.6
=230 SF OF DRAINFIELD AND 115 -cr-
•
, FL04�, �:
•,��� ,090
RESERVED AREA IS REQUIRED.
F E S
=300 SF OF DRAINFIELD AND 150 SF
RESERVED AREA IS PROVIDED.
SEPTIC TANK 02: (NEW) AS PER TABLE
NO II
262 GFD
AVERAGE SEWAGE -------- - - - - -- 900 GAL. CAP SEPTIC TANK
FLOW.
IS REQUIRED.
DRAINFIELD: AS PER TABLE NO III
ESTIMATED SEWAGE FLOW (G.PD) 262
SOIL RATE A55OR510N IN (G.P.D) 0.6
43(o SF OF DRAINFIELD AND 218 SF
.6
RESERVED AREA IS REQUIRED.
=500 SF OF DRAINFIELD AND 250 SF
RESERVED AREA IS PROVIDED.
FIELD COORDINATION NOTE
LOT
8
BLOCK 8
-
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�;IRST
0 4Z
00-
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4 %IQ
N
441 N
_Q _25L_01 l 5b. 14th 5TREET
!� (50' TOTA� R/W)
I - -- - - - - -' �. - - -- A Q ( PEfR PLAT)
�p I V , V,
SHADED AREA 1
DENOTES
\\ \ A \ \ \ \ \ A
• �
�• ;'
I SPHT A.S L T S PAVEMENT AVEMEN T
EXIS TING
TIN
G UNOBSSQCTED
250 WATER METER
EXIST. 4' (10 FU
I /8' SL/FT. -
CONTRACTOR
EXISTING N89 °fi�t '` ' P
A
WAY
R
900 GLS. SEPTIC TALK "1� - EXIST. 3' EXI
CONC. WALK ASPHALT
TO BE REMOVED % DRIVEWAY
� NEW
MIAMI
COUNTY e H N
DEPARTMET
PERMIT #: AL --i-6 9 Z 1
E•AT=_ 4 ` Z�I
SEPTIC TANK iD U
GAL, (MIN)
DRAINFIELD J 7
SCI. FT. 0111N)
INSTALL ____L 2'/ ;
O iTC `( LIMITED SCIL
UNDER BOTTOt.I CF- (;,<-A,NFIELD
INVERT ELEVATION _ _
BOTTOM OF DRAINFIELD tl __
va; rD Jv G
PERIMETER OF EXCAVATK)N AREA SHALL 6E
AT LEAST 2 FEET WIDER AND LONGER THAN TH✓:
PROPOSED ABSORPTION BED OR DRAIN TRENCR
(EXISTING 1 I � � � I ' �6.'/ 500 50. FT.
I ` / DRAINFIELD
1 UNOSSTRLIGTED 1 71
��
I AREA I EXISTING I / i XISTING 3/4' WATER SERVICE
150 SQ. FT. I DRAINFIELD NEW 900 GLS. - I TO BE CHANGE TO I' WATER \
` 300 50. FT. I SEPTIC TANK "2 r SERVICE CONTRACTOR TO
a �' I I I VERIFY EXACT LOCATION
TRAFFIC RATED
����` ��` I� ► �' I I PROVIDE SLEEVE
if I� TO SEALED THE WATER LINE
WHEN THE DISTANCE BETWEEN THE
o. ��FGE `� 5���(s I WATER LINE AND THE NEAREST PORTION
�c��P� \ \5 I EXISTING �%I OF THE SYSTEM IS LESS THAN 10' -0'
ELECT. M' R
I
EXIST. EX15TING ONE 5TORY
CU
C55 RE S 1 D ENG �� /� / — X15TING
Q � ' / / I XI INCA 4' C.LF.
No. 6500 ,
I- 1 \ NEW I' WATER
SERVICE PROVIDE
EXISTING
` I SHUT -OFF VALVE
� �� FFE. ±0' -0' BIBBRNB)1/2' HOSE V ROP05EV I
+10.07 Nn.VD , I 1
�%� CONNECT TO NEW
SEPTIC TANK
x�sriN� CONVER51ON� ;4 1 �,
COY.- TEi�R,4CE ��� FFF.10' -0' 1 I�
\ i� `. / +1001�N.VD / / �_` 1 NEW 3'(12 FU)
TO MATCH EXIST 1 � 4 SEWER LO � EW
' 1>
1
—EXISTING--//
EXIST. 3/4'
C6NC. SLAB WATER SERVICE II I 1 k L
\`,`� • CONTRACTOR TO I I
VERIFY IN FIELD
MEAN
329 ANNUAL FLOOD LINE \\`\ \ \ �. — 1 m
I
1. j
71'
EXIST. SEPTIC
Yt�-
�_ j TANK
\ _-j -1'
\ \ LOT I� Ij I I�
125
IS 1NT G EAS M> F FNT 1
�o \ tips BLOCK 8 EX 15T ING I Ak INT�NANCt= �R
ONE 5TORY L
ILI
BE ABANDONED
0P ` �� EXISTING ��, I SEWERILINE�
l TO
FFE. i0' -0' i NEW 4 SEWER LINE
+1005' N.C:.VD (Z� �q TO NEW SEPTIC TANK
— EXIST. 4'(1 FU
CONTRACTOR lV.IF.) LOT
10
- -- 16.44' BLOCK 8
I�
` ` �•�// r
- -- ►1
EVERY CONTRACTOR SHALL COORDINATE IN FIELD W/ OTHER TRADES PRIOR START
OF CONSTRUCTION FOR THE STRUCTURAL BEAM, SLAB, TRUSSES, ARCHITECTURAL
DETAILING AS PRE -FAB FORMS, REVELING, CEILINGS, ARCH WITH THE LOCATION
OF CEILING OR WALL GRILLES, DUCT WORKS, RETURN GRILLES, LIGHTING FIXTURES,
5WITCHE5, RECEPTACLES OR ANY OTHER DEVICES. AND TO NOTIFY ARCHITECT/ ENGINEERS Y/ii \��� . ` \ ►j
IF ANY CONFLIC OCCUR PRIOR ITS INSTALATION, NO ADDITIONAL COST TO OWNER CAN BE APPLIED.
APPROXIMATE _ $-
EDGE OF WATER
10.3 3 Y R 4 M
589 °oS'5ro 11w
- - -- r --------------
65' R/W CANAL
SITE PLAN
SCALE 3/3211 = 1' -011
FERNANDO GOMEZ -PINA, P.E.
CONSULTING ENGINEER FL. P E. No 14710 (CIVIL)
250 CATALONIA, SUITE 404
CORAL GABLES, FL.33134
TEL: 305461 -2188 FAX 305461 -2238
O M EZ- "/ / / /,,
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F E S
11111 ►1����
OLR
ARCHITECT
ORESTES LOPEZ -RECTO
AR0009350
1700 S.W. 57 AVENUE
SUITE 222
MIAMI, FLORIDA 33155
TELEPHONE: (305) 3 :* ":3F j
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REVISIONS :
BLDG DPT ML.
10/18/2012
DATE :
SCALE • .'-5 _ 'Ow\
DRAWN : " L.
JOB NO. :
A-1
SHEET NO.: I OF