10-151-002ZONING
:LEND
1. ZONING :
R-3
2. LOT AREA
NET AREA
10,575 SF
GROSS AREA (INCL. R.O.W.)
N. A.
3. LOT COVERAGE. MIN.
MAX.
PROPOSED
PRINCIPAL BUILDING N. A.
30%
17.6%
LOT COVERAGE
3,172 SF
1,863 SF
IMPERVIOUS N. A.
40%
17.6%
LOT COVERAGE
4,230 SF
1,863 SF
4. SETBACKS:
MIN.
PROVIDED
PRINCIPAL BUILDING:
FRONT(EAST)
25'-0"
26-1-1/2" EXIST
REAR (NORTH)
25'-0"
74'-11" PROPOSED
NORTH SIDE
7'-6"
15.12' EXIST
SOUTH SIDE
7'-6"
T-8" PROPOSED
5. BUILDING HEIGHT
MAX.
PROPOSED
MEASURED FROM AVERAGE FIN. GRA[
TO PEAK OF ROOF.
25'-0"
14'-1"
EXIST 4'H C
BUILDING AREA COMPUTATION
SQUARE FEET
EXIST S.F. UNDER A/C
1,291 SF
EXIST COVERED PORCH
51 SF
NEW A/C AREA ADDITION
521 SF
TOTAL A/C AREA EXIST & PROPOSED
1,812 SF
PROPOSED BLDG FOOTPRINT
(LOT COVERAGE INCLUDING
NEW/EXIST COVERED AREAS)
1,863 SF
II. IMPERVIOUS LOT COVERAGE
DRIVEWAY
BLDG LOT COVER(FROM ABOVE)
2,378 SF
1,863 SF
TOTAL HARDSCAPE
8,117 SF
NOTE: THERE ARE NO SWALES EXISTING OR PROPOSED FOR THIS
PROPERTY OR PART OF THIS SCOPE OF WORK
NOTE: THERE ARE NO PERTINENT FEATURES ON ADJACENT
PROPERTIES AND ACROSS THE STREET THAT MAY AFFECT
THE SYSTEM INSTALLATION.
SEWAGE FLOW CALCULATIONS
REQUIRED SEWAGE FLOW AS PER 64E-6 TABLE IV 300 GAL
(3 BEDRM- 1,812 SQ FT)
REQUIRED DRAIN FIELD/ GREEN AREA
300 GPD OF SEWAGE FLOW- 900 GAL SEPTIC TANK
300 GPD/ .6= 500 SQ FT DRAINFIELD 4 250 SQ FT
FUTURE GREEN AREA.
PROPOSED DRAIN FIELD/ GREEN AREA
400 GPD/ b = 66i SQ FT DRAINFIELD 4 334 SQ FT
FUTURE GREEN AREA (SEE ATTACHED ACKNOWLEDGMENT
LETTER FROM PROPERTY OWNER.)
• • •
EXIST FLOOD ZONE- 'X'- MIN FLOOR ELEV= NA
PROPOSED FIN. FL ELEV- +14B' NG.V.0fMATCH EXIST)
EXIST HIGHEST CROWN OF ROAD ELEV- +11.91' N�Cs.VD.
EXIST ADJACENT GRADE ELEV- +123' Nj3.V.D.
LEGAL DESCRIPTION
LOT 4 OF BLOCK 6 OF COCOPLUM TERRACE ADDITION PART 2
PLAT BOOK 49, PAGE i8 OF THE PUBLIC RECORDS
OF MIAMI-DADE COUNTY
FENCE TO WIN EXIT
141.0' W/M
115'
+X � EXISTING 4 H. SELF �------- EXIST 3/4" CW LAT —-------
I +123'
CLOSING AND SELF i TO REMAIN X
r---------------------------------------I �j LATCHING GATE
I I '
I I w (
NEW 668 SF DRAIN FIELD
I I 1 ��
1 I r--==— =____= I- -- ___=====-1T 25 -1-1/2
iI I II II II I (EXIST)
-------- ---------------------I 1 II 1 11 I
(---—1-------- I I I I I I
EXIST 51H WOOD
FENCE TO REMAIN I I I I 1 1 1 I I I
� I I I II II 11 I
� I I I II 1 II I
I I I 1 1 W&T LP
w�ooft TO RV a I I I( I
334 SF
I I I I II I II
I I I 11 I II
I I
' I AREA GREEN I � I NEW 1050 GsA i I I I I
I I I S. TANK j I I
01 1 I L-------J'\ I I I I II I I 4
t--'------ � _-- � I L— — — — — — — — — — J I M I I w
EXIST POWER L-=------___—_� to,�w I 0
� I I �
POLE I I ED IST OVERHD FPL MAIN I I
I I EXTEND 4"4 SAN LINE FROI QI
I I POINT OF EXIST S. TANK TO r — — — _ _ I I I
S. TANK LOCATION j— — — — — —
I I L ----- J II II
II II
(
L---------- J EXIST S. 1T0 BE
ABANDOWERIFY I (EXIST)
EXACT LGON IN I I I I
FIELD I I
-- 1 L--- ----- ----- --_—J I
' HATCHED
I INDICATEJPOSED
ADDITION
2111
1
+/-i4'-11"
!�_ ----- EXIST 4'H C I.
FENCE TO REMAIN
X
U
CU
X
NEW PORTION OF 4'H C.L. FENCE
AND 4' H. SELF CLOSING 4 SELF
LATCHING GATE
EXIST LIGHT
POLE AND
TIE DOWN
SCALE: 1/8" = 1'-0"
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15790 SW 88TH AVE
MIAMI, FL 33157
AR 0017521
NOTE:
ALL DRAWINGS FOR THIS PROJECT ARE
TO BE READ IN CONJUNCTION WITH
EACH OTHER. THESE INCLUDE, BUT
ARE NOT LIMITED TO: ARCHITECTURAL,
SURVEYING, STRUCTURAL, CIVIL,
MECHANICAL, ELECTRICAL, SPECIALTY
DRAWINGS, & WRITTEN SPECIFICATIONS.
CONTRACTOR TO VERIFY ALL EXISTING
SITE CONDITIONS AND THOROUGHLY
CHECK ELEVATIONS AND DIMENSIONS
BEFORE COMMENCING WORK.
REPORT TO THE ARCHITECT ENGINEER
ANY DISCREPANCIES, ERRORS OR
CONDITIONS THAT WILL ALTER
CONSTRUCTION AS INTENDED BY
THESE DRAWINGS. ARCHITECT IS
NOT RESPONSIBLE FOR ANY WORK
AND/OR MATERIALS FURNISHED
ON THE JOB.
All graphic material appearing herein,
unless indicated otherwise, are the
property of the Architect as
instruments of service for use solely
on this project, and may not be
duplicated, used or disclosed without
the written consent of Mark E.
Reardon, R.A. The architect retains
all common law, statutory and other
reserved rights.
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SEAL:
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DRAWN
MER
DATE:
2/21/10
SCALE:
AS NOTED
SHEET NO.:
A-1