DS13-275_Plans r
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DINING ROOM
E BEDROOMS
KITCHEN
GARAGE
LIVING ROOM EXISTING SINGLE FAMILY
BEDROOMS HOME TO REMAIN
FIP %2" O I.D FIP /'
sr 2" NO I.D
Ift
s
SEPTIC TANK AND
BEDROOMS DRAIN FIELD CALCULATIONS
DESCRIPTION LOAD
TOTAL HOUSE AREA 2,548 SF
5 EXISTING FLOOR PLAN _ _ GARAGE AREA 315 SF
TOTAL AMOUNT OF BEDROOMS 9
SCALE 3/32" = 1'-0" UNOBSTRUCTED AREA 188 SF —� 0� TOTAL AMOUNT OF BATHROOMS 2
DRAINFIELD AREA 375 SIF 1- '
TOTAL AREA 563 SF SEPTIC TANK TO BE INSTALLED 900 GLS
SYSTEM TO BE INSTALLED AEROBIC OR INFILTRATION
TOTAL DRAIN FIELD AREA REQUIRED 375SF 0 76%=300SF
DRAINFIELD AREA PROVIDED 375 SF
TOTAL UNCOVERED PROVIDED 188 SF
LOT AREA 12,334 SF
FOOTPRINT PROVIDED 3,717 SF
%co
FOOTPRINT REQUIRED 9,667SF 0 80%
DINING ROOM
MIAMI-DADS COUNTY� HEALTH�EPAR f7'Ag,yr
BEDROOMS KITCHEN r ` _"
`./ PERMIT#' l / Cl
BY OTHERSf:RACE Q DATE: . -lL /e E _ I
3'x3' PLANTER TANK__. "� C7 LEGEND
m SEPTIC � -)
GARAGE v�'��� _ -
i AL. (MIN) B.M, - BENCHMARK T.B. - TOP OF BANK
`;.. ' , r 5, 0, , DRANFIELD..-•_ I _
• 1 _ . (V '�-?S----LQ. FT. (MIt'!) ,� I1 DU - CENTERLINE O
/� DUE DRAINAGE&UTILITY EASEMENT P POWER POLE
LIVING ROOM u r , t Tr C COP - EDGE OF PAVEMENT
BE ROOMS N •"t' ,�" `�.',` fj'-1Q' NSTALL y (.-- FN&T = FOUND NAILAND TAB = TELEPHONE BOX
�'. _ _ ICHrLY LIMITED N;Tr = NAIL&TITAB
' U�JDF_R 'C3. T r^ -t ,�_ SOIL SN&T = SET NAILAND TAB -OHP- = OVERHEAD POWELINE
1 i.
•' ,`'' ../ 0 INVERT ELE�✓ATt�1 ! Lrv�11 N'-IELD TBM = TEMPORARY BENCHMARK
NEW STUCCO VALE � a ` �� � ,T 1 •*• � � Sorr r, " CATCH BASIN
J CAM �.1' C'RA.!Ni'lFj.[, , 1/ T FINISH FLOOR ELEVATION DRAINAGE ARROWS
'!:RIMETE4 OF EXCAIVATII, F+ �C_ `r?+-�T V� .S'
® ° , ARI-A• SHALL BE +gym` = Exlsrwc SITE ELEVATIONS
LANDSCAPE AREA AT LEAST 2 FEF_T V/IDE:=2 7">N) LOiNGi: THAN TF?E
AU
PROPOSED ASSORPTiON 8ED OR DRAIN TRENCH,
1 '
2
BEDROOMS •r�,. O
® EXIST. SEPTIC TANK AND
I DRAINFIELD LOCATION TO
_ HE ABANDONED
PROPOSED FLOOR PLAN ,�-�{ -___ I i N
6 _ I I TES:INFORMATION USED IN THE PREPARATION OF THIS SITE PLAN OBTAINED FROM SURVEY SUPPLIED BY
SCALE 3/32" = 1'-0" _ .j CONTRACTOR ROOF OVERHANGS ARE NOT SHOWN.
EXISTING HOUSE TO REMAIN MINIMUM SETBACK REQUIREMENTS WERE OBTAINED FROM ZONING DEPARTMENT AND SHOULD BE
VERIFIED WITH PROPER AUTHORITIES;(BUILDING DEPARTMENT,HOMEOWNERS ASSOCIATION,DEED
RESTRICTIONS,ETC,-(P APPLICABLE))
ONE STORY W NO STRUCTURES INCLUDING ROOF OVERHANGS AND MECHANICAL EQUIPMENT MAY BE LOCATED IN AN
i EASEMENT.
GAL. 750 900 & 1050 1200 1600 2000 C S S RESIDENCE '� I PARCEL SUBJECT TO EASEMENT,RESTRICTIONS,RE
SERVATIONS AND RIGHTS-OF-WAY OF RECORD.
# 12025 �( CONTRACTOR TO PROVIDE FINISHED FLOOR ELEVATION AND DRIVE GRADE(IF APPLICABLE).
THE OWNER/CONTRACTOR SHALL PROVIDE SET-BACK AND VERIFY SETBACK DIMENSIONS AND FINISH
W 3-6 3-9 4-0 4-0 5-0
FLOOR ELEVATION BEFORE PERMITTING AND CONSTRUCTION
F.F ELEV.: 9.631 ENGINEERS CERTIFICATE OF MINIMUM COMPLIANCE WITH HRS 64E-6 REQUIREMENTS
L 7-2 8-0 10-0 12-0 12-0 LOWER F.F ELEV.: 9.11 - PARTIES CONTRACTOR SHALL REVIEW THIS
DISCREPANCIES,ERRO SP OROMIISSONS PRIOR TO ANY ICONSSTRUCTONOT CORRECTIONS
L� OR CHANGES MUST BE MADE IN WRITING ON THE APPLICABLE FORMS AND RESUBMITTED TO HRS FOR
D 4-8 4-0 4-0 4-6 4-6 REVIEW AND APPROVAL,
NO GUARANTEE AS TO THE FUNCTIONALITY OF THE SEPTIC SYSTEM IS WARRANTED OR IMPLIED BY THE
T MIN. 3 3 3 3 3 ENGINEER
1 O EXIST. SEPTIC TANK INSTAL ROOF GUTTERS TO DIRECT RUNOFF AWAY FROM THE SEPTIC SYSTEM
REINF. 6x6 10/10 4x4 4/4 "MINIMUM OR AS REQUIRED TO FACILITATE PLUMBING AND!OR 100 YEAR FLOOR
PROTECTION DETERMINED
AND DRAINFIELD TO BE BY GENERAL CONTRACTOR,
ol CONC. 3000 PSI / 28 DAY I ABANDONED
O NEW 900g SEPTIC TANK
SITE & DRAINAGE PLAN
NEW TRENCH
BUILDING PAPER r I :+ CLIENT Louis Rosa
COVER OR 30 GRADE ': ':; I �'� • O EXISTING CLEAN OUT TO
# 10 MIN. BACKFILL Ft. ,c.r` 4 SITE ADDRESS: 1172 NE 103 ST Miami Shores FI 33138
KRAFT R' REMAIN
•'' LEGAL DESCRIPTION: MIAMI SHORES SEC 8 REV PB 43-67, LOT 4 LESS W20FT, BLK 175,
LOT SIZE IRREGULAR FOUO 11-3205-019-0040
CAP N ( ;''�' : BENCHMARK 7.19'
•j 4" HEADER \� LANDSCAPE I ,' N`.,'' W
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POLYETHYLENE < ,\CJ\
aka°s . °° a° p N
TUBING ( —
1/4 WASHED " + a` "` `� St-
ROCK -
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R COARSE:'S ' 4 CORRUGATED & PERFORATED c� ( - r,::.;'.."' >;;..'�:': �. - "r1 S /�tv Q' d
POLYETHYLENE TUBING ENCASED �T� �Z'�
1N'NYLON NYLON FIBER CLOTH `>
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REVISION REVISION
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DATE EMILIANOOROZCO
DRAINFIELD SECTION I _ ~`
Registered et
/;i , �� 9411 S.W 123 ave
.'.{' •'ti,', .' �. Miami.Florida 315
Ph:(7HF)7157125
NOT TO SCALE FIP %2" No I.D % M--V- FIP %2' NO I.D f
5 CONIC SIDEWALK ���
�• 30� wA` M `\��, M�.��� PROJECT N0.:06-09
_-_ T� DRAWN BY',METROS FEET DATE:01.15 2013
--f - SCALE: 3/32'
LANDSCAPE AREA r � •,�• � ��, � �.'
EMILIANO OROX0 P.E.
Y. ,.' �. .`:,'�' ..'c' °• E STERER ENGINEER
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r •'�:• '..1' 'I � ,`'•� •-, :.:t ••; � EMLIHNO GftO ZCO
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• $ R.E.q 66341 cu
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- 22'-4'
AM mffmff �M=I NMI
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LOT 2, BLOCK 175 Ev ff0 P-:� MpN% 91 Mr
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TYP
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REMOVE EXISTING DRIVEWAY AND WALKWAY
i .!' ; •'y, ' - NEW CONCRETE DRIVEWAY AND 'WALK AT FRONT
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(� .. . .-- •; 3X3 PLANTER I I
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V �a ' . • • A- SUITABLE SUBBASE TO BE
• •r•. t • <! i', `'i •. s / • : • •; COMPACTED SOIL. (SEE NO NO.t). I
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TO A
I • .r• , '� ••r /�. ; •^` '• +• :vi• �• < I• , , MIN. OF 98% OF MAX. DENSITY AS
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i . • , , • •, ,• " •` Q �' . : '+' •. i I DETERMINED BY AASHTO T-180 I
I I . "' �.• • •• •• • .�. • r L " t • ,, : •j I j MINIMUM THICKNESS REQUIRED:
N F` i PRdpSEif av� AY�� OJ E CAR GARAGE s• IN THE PUBLIC RIGHT-OF-WAY
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CONCRETE SLAB
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SLAB I ].�_✓\.•_.
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i ba' " a `�+ + I • • --------------- I CONC TICKET AT DELIVERY TIME)
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TYP I
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O LANDSCAPE AREA
LANDSCAPE AREA
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- - - �- - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - ---- -
PROPERTY LINE 125. 14 xq
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SCALE: 3/16,0 = 1 -0