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D-1 SOUTH AND NORTH ELEVATIONS, DEMOLITION
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PUBLIC RECORDS OF PALM BEACH COUNTY, FL
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PETH25aJ OESIGv FFSSIaNLS PRO
151 SA 2TP iER¢ACE
BOLA RATIX4 FLORIDA 334E6
R.KKE: 561a02-0I36 FAX: Sfil-33B-3543
S'�T
DESCRIPTION
A0.0
COVER SFT
ff
A0.1
rEIGI-BOP EXIQIOR PHOTOGRAPHS
A0.2
E%STING EXTERIOR PHOTOGRAPHS
p03
E%ISTING ENTRY WALL E PIER PHOTOGRAPHS
A04
(;IAFSTREAM POINT LOTS
A05
NEIGHBORING VIEWPOINTS
A06
SPECIAL EXCEPTION SETBACK
0.7 A
SPECIAL EXCEPTION SETBACK
AADSSPECIAL
EXCEPTION SETBACK
A0.9
SPECIAL EXCEPTION SETBACK
AI.O
SITE PLAN, CALCIA.AT10NS, STREEfSCAFE
A20
FIRST ROOK RAN
A2.1
SECOND ROOK PLAN
A3.0
ROOF PLAN
A40
NORTH ELEVATION W/ LATDSCAPE, EAST ELEVATION W/ LANDSCAPE
A4.1
SOUTH ELEVATION W/ LANDSCAPE, WEST ELEVATION W/ LANDSCAPE
A4.1
RENDERINGS
PROPOSED RESIDENCE
• -!
r
ri
F
Town of
L
570 BANYAN RD.
-588 BANYAN RD.
NORTHEAST VIEW
NTS
3 SOUM VIEW
NTS
5 NORTHWEST VIEW
i KT5
2 EAST VIEW
11 NTS
4 WEST VIEW
NTS
FL
Projcct Number:
21144
Oki
t
'jam ` --
i
at
1 _ _
i�
A0.3
r
2 2o"2 2
If Stream, FL
IV-0
� Al
Sfream, FL
AERIAL VIEW W/
EXISTING HOUSE
SEC.70-75 (J)(2)(A):THE REDUCED SETBACK
WILL NOT SUBSTANTIALLY ALTER THE
CHr1i,ACTi ER vF THE VJATERFROiv i IiN` Ti-iE
IMMEDIATE VICINITY, INCLUDING ANY OTHER
PROPERTIES FACING ONTO THE SAME COVE
OR STRETCH OF WATERWAY
aw
C
>, e
c
0 7
00
0
o
F
o
IS SET BACK FROM
5'-0" MORE THAN EXISTINGG DEMOLISHED Z
AERIAL VIEW W/
PROPOSED HOUSE
IN- RFCF;Vr-rj'
Town of Ioulf Stream, AFL
THE HOME OPPOSITE THE PROPOSED RESIDENCE HAS A 16-0" 5ITER,,,K4„E� �E
SETBACK. THE PROPOSED RESIDENCE IS SET BACK 30'-0", D. I/w u
MEETING T HE MINIMUM REQZUlIREMEN T S. THEREFORE, IT W�'A°°�
D..
DOES NOT ALTER THE CHARACTER OF THE WATERFRONT IN
THE IMMEDIATE VICINITY, INCLUDING OTHER PROPERTIES
FACING ONTO THE SAME COVE OR STRETCH OF WATERAY. M"'o 2022
SPEGAL EXCEPTION SETBACKS
ue• • ry
SEC.70-75 (J)(2)(B): REDUCTION OF THE
REAR SETBACK IS NECESSARY TO
ENSURE ADEQUATE BUILDABLE AREA
INTRACOASTAL
WATER
THE REDUCED REAR SETBACK IS USED TO ENSURE
ADEQUATE BUILDING AREA PROVIDING CONNECFIVITY40
TO THE OUTDOORS FOR VIEW, LIGHT, AND NATURAL
AIR.
o
a
z
WATER
g
v o
F;vrT,
• / P'P •} I
Town ofi �,j Stream, �L
SITE PLMARCI ITECTI.RE
REVIEW
Or I0cr W -- H-
Ml, IA- I
G-I-
Rms
ue ICanstrucmn -
REAR VIEW FROM COVE INLET
----------------- ------ ---------- — ------ —�
WATER
SEC.70-75 (J)(2)(C): THE REDUCED SETBACK THE REDUCED SETBACK ALLOWS FOR A MORE
ALLOWS FOR A MORE ATTRACTIVE ATTRACTIVE ARCHITECTURAL DESIGN AND PRACTICA
ARCHITECTURAL DESIGN AND MORE HOME LAYOUT BY PLACING A ONE STORY PORTION IN
PRACTICAL HOME LAYOUT. THE SPECIAL EXCEPTION AREA AND ALLOWING A
MASTER SUITE WITH LIGHT AND AIR ON THREE SIDES,
TAKING ADVANTAGE OF VIEWS TO THE INTRACOASTAL,;
INLET, & COVE
z'
� b
0
E
O
O �
WATER
�n 8
v
Ln Rcriiions
O
In
0
F F r,
Tow of Gulf Strearn, FL
SITE PL?NiPRCHITECTLRE
REVIEW
Ole IAppeovaI -
D. p—
or
',:)
INTRACOASTAL
WATER
SEC.70-75 (J)(2)(13): ANY PORTION OF THE STRUCTURE
WITHIN 50 FEET OF THE WATERWAY (BULKHEAD)
SHALL NOT EXCEED ONE STORY WITH A MAXIMUM
HEIGHT OF 20 FEET, EXCEPT THAT FOR LOTS LESS THAN
120 FEET IN DEPTH THE SETBACK FOR TWO-STORY
PORTIONS SHALL BE NO LESS THAN 33 PERCENT OF
THE LOT DEPTH
0
0
0
m
11
in
N
0
Ln
O
V)
1ViTIAM
RTHE SOUTH SETBACK FOR THE 2 STOGY
PORTION EXCEEDS THE 50'-0" REQUIRED
SETBACK BY f-7'. THE 1 STORY PORTION
MEETS THE 30'-0'' REQUIRED SETBACK.
FL
SITE CALCULATIONS - RS-C ZONING DISTRICT
ALLowABE
PROPOSED
SECTION 70-70 FLOOR AREA CALCULATION
FLOOR AREA
INCLUDE
FIRST FLOOR Arc 4.640 SF.
CALCULATIONS
II ALL FLOOR AREA UNDER ER A SOLID ROOF WHETHER OR NOT THE AREA IS
SECONDFLOOR A/G
ENCLOSED WITH WITH WP115.
WIT 21 ARE45 UNDER AWNINGS H LEG SUPPORTS OR THOSE THAT EXTEND MORE
• MAN HOUSE 2107 5F
SECOND FLOOR A/C
THAN THREE FEET OUT FROM A STRUCTURE SUil1 COUNT AS ONE41A.F.
• LAST HOUSE 518 SF
3' FLOOR AREA UNDER CEILINGS WHICH ARE HIGHER THAN 15SHALL COIN
TOTAL A/C 7265 SF
AS DOUBLE.
41 AREAS UNDER SCREEN 5NCJ..09FtE5 94A L COUNTAS QNE-HLALF
GARAGE 694 Sr.
51 AREAS UNDER EAVES OR ROOF EXTENSIONS OF 21/2 FEET OR LESS SHALL NOT
COVERED ENTRY 152 SF.
BE INCLIA®
6I AREAS IN BASEMENTS SHALL BE INCLUDED AS 75 PERCENT WHEN IT IS LOCATED
COVERED LOGGIA 588 SF.
COMPLETELY UNDER THE FIRST FLOOR FOOTPRINT AND HAS NO OUTSIDE ENTRANICTOTAL
AREAS IN BASEMENTS WIN AN CUrSIDE ENTRANCE 9{ALL BE INCLUDED
8.699 Sr.
A51oo PERCENT
71 AREAS N ATTICS THAT CANNOT BE USED FOR LIVING AREA SHALL NOT BE
INCLtD® P THE CEILING HEIGHT DOES NOT EXCEED 61R FEET AND THERE ARE
NO WINDOWS.
SECTION 70-1 FLOOR AREA RATIOS
SITE AREA FOR FAR MCLLATION - 30.b00 SF. 1070 ACRES'
FAR ALLOWED
FIRST 20,000 ELF, .33 .33 X 20.000 SF. 6,600 5F.
PORTIONS OVER 20.000 SF 20 20 X 10600 SF 2.120 SF.
8720 SF. TOTAL ALLOWED
8,699 SF
SECTION 70-73 TWO STCRY STRUCTURES
SECOND FLOOR AREA
05 X FIRST FLOOR AREA- 0,5 X 6.063. 3,031 3.0315F. ALLOWED
2625 5F. 433% OF FIRST FLOOR
SECTION 70-81 MAX LOT COVERAGE
LOT COVERAGE
7650 SF. - 251 OF LOT
6.074 SF, 19.81 OF LOT
IMPENIOIS AREA
IMPERVIOUS AREA
5.658 SF.
SECTION 70-148 PERVIOUS AREA
PERVIOUS AREA
MINIMUM LANDSCAPED OPEN SPACE OF 40% OF THE LOT - 12.240 SF.
25,142 SF. - BZ21
SECTION 70-74
SETBACKS
FRONT PRINCIPAL - 3a-9 MINOR AGO. - 25'-0'
35'-0'
SIDES TOTAL OF BOTH SIDES SHALL
BE 301 OF THE LOT WIDTH. HOWEVER.
30% OF 160-0' - 48'-0', 50.
24'`0 AND 2 r-O'
SHALL BE THAN NO SINGLE SIDE LESS 15'-0'
26 0 ON EAST,
24'-0' ON WEST
MECH ECUPMENR - (MINOR ACCESSORY SETBACK' - 15'-0'
17-6 TO EAST AC. OUTS
SECTION 70-75 SPECIAL EXCEPTION
31'-4' TO WEST AC. LMTS
SETBACKS
UXIB - THE AVERAGE SETBA
OF THE TWO ADJACENT
ATERFOW LOTS ON EITHER SIDE OF THE SUBJECT PROPERTY
31'-4' TO POOL EQUIPMENT
24'-8' TO GENERATOR
SECTION 70-76 AND 7O HOO
MAX BUILDING HEIGHT
35-9 (INCLUDING ROOF FEATL.RES, OR 2 In STORES
28-la TO TOP OF ROOF
3a-6TO WM4EY CAP
SECTION 70-T
MAX FIRST R E-EV.
1I n0 FEET NAVD
7.5C' NAVD
GREATEST OF THESE
D 15 FEET ABOVE CROWN OF ADJACENT ROADS
310.5 FEET ABOVE THE AVERAGE EXISTING GRADE OF THE BUILDABLE
AREA OF THE LOT
SECTION 70-78 SEAWALL HEIGHT
MAX ALLOWED
D �O FEET NGVD OR ITS EQUAL N NAVD
60' NGVD 145 NAVDI
SECTION 70-79
PARKING
MN 2 CAR GARAGE
3 CA25 IN GARAGES
MN 2 UN-3JCL0SED OFF STREET SPACES
2 OFF STREET SPACES
SECTION 70-60 LANDSCAPED OPEN SPACE
IN. REQURED
40% OF LOT AREA 04 X 30,600 SF.-12,240 SF. MN
24.934 SF II8511
SECTION 70-1001C1 ROOF AND SAVE HEIGHTS
EAVE HEIGHTS
eve FOR ONE STORY PORTION
OVERALL RJ DING HEIGHT
DISCCURAC-® BUT ALLOWED T010'-0'
27-6 OR LESS FOR TWO STORY PORTIONS
30-O'
DISCCURAC-5D BUT ALLOWED 2Z-24'
TOP OF ROOF
2910'
HEIGHTS MEAB.RED FROM TOP OF FIRST FINISHED FLOOR TO THE HIGHEST
FIRST FLOOR EAVE HEIGHTS
EXTERIOR POINT OF THE ROOF
7-9 AND 9'S 117
SAVE HEIGHT IS MEASURED FROM THE TOP OF THE FIRST FINISHED FLOOR TO THE
SEC CND ROOK EAVE HEIGHTS,
TOP OF THE ROOF BEAM AT THE END OF THE BEAM FLOP OF FLASHING',
16'-61/2' AND 2a-0'
HEIGHT OF AN ENTRY FEATURE IS MEASURED FROM THE FINISH FLOOR ELEVATION
14'-6' TO TOP OF BALCONY PIER
TO THE UPPER POPTIOJ OF ANY BALCONY RAILINGS. DUTCN GABLE OR OTIE2
SUCH ARCHITECTURAL ELEMENTS
SECTION 66-263
ACCESORY B.DG. PEWS.
SANE AS PRINCIPAL STPUCTURE EXCEPT PAVING, DECKING, NO GREATER THAN
4' ABOVE SURROUNDING MIS-D GREADE ELEVATION, UP TO 3 FEET FROM
PROPERTY LINE, PROVIDED THEY ARE SCREENED BY A WALL, FENCE OR HEDGE
AT LEAST FOUR FEET HIGH
STREETSCAPE
e
1 e I � I Aol
588 BANYAN W. 570 BANYAN RD. 560 BANYAN RD.
PROPOSE) RESIDENCE
O U OFp QQW Q
?oa a oG�i
O
rLi W U ON Up' NZ
r CjUa CD M�d� MHO
C O O v
24'-2' TO GENERATOR_
' /C a2 p
31'-4' 10 MECH. EOUI
l
1
12-9 SIDE J
YARD
MINOR
ACCESSORY r
i is
(PoOU
I ( I I
5401
I I I I
R
29'-C' TWO STORY
PORTIv �d
SETBACK
o
o
__j
Q roLn
Ou
Q o I
I I I
�
24q�0•
o
Z
EACK
30% OF LOT NJSDTH FROM
B,•LKI-EAD t0 BUKI-EAD
SPREAD OVE+ BOTH SIDES
EUT NO LESS TkAN 15'-0'
160'-C' X O% = 48'
I
I I I L-
I
I I
T
AD.IACENT��
NEIGHBOR
PROPERTY
LINE
I
I
S840 34' 17" E 160.00'
NORTH
0"
SEE ATTACHED SURVEY
FOR LEGAL DESCRIPDON
•D
O
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O
fs.
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m
M
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F+i
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------ --- — __—__—__—__—__—__—__—__—__,
171
WHEY I
f f
____ __
\ pb
DRIVEBWTAY I I I I N s
{ z
fit' y'x ,, { i ! SIDE YARD
\ �,�� j `, .g MINOR o,
C,* �'�' ACCESSORY
z' I ^
ETBACK 1POO ,R
J PROPOSED1.
RESIDENCE �lk p
TWO STORPORTY TI ITY
�'ft1'w� III SETBACK E1 2Io�5
r 1i 0 = WATER
' T I :--A/c ag
A/C a(H I M
• 19'-6 TOIMECH EQUIP I
f,Ln
�XTEZIOR nl e►
POOL pHOWER �4'-0 a
SIDE Y�{RD SETBACK
30% OF LOT WIDTH LET (1
FROMM B_tAKI-E:AD N �
I I TO BLAKFEAD SPREAD
OVER 130TH SIDES
00000c : - l _ ! qYyT F L
11T NO SS T>aQ.N 15' D
1 1 160' 0 X 30% 48' UI I H
I qq
I I
ow '
UYNNooW I -UN mhaW oUl
RDNnaOrxeT nFOR icCkvXl TUv1o.TIOo�N ,
oD, ti o o wre
m QQ � O p
LLp O.u_ ��rY Are IPn 1 _
0 0 a p Are C..P.Non
N840 34' 17" W 170.00'
WATER AA000290 0 zozz
GRAPHIC SCALE (FT.)
SITE PLAN
01 2345 10 15 20 us-r-0
FrPr`fD®
Tok of Cult Strum, F►_
SITE PIAW NITECTLRE
REVIEW
Oarc 1/10/2022
RawnlO�kei ---L-
DI, App I -
Date I Pomrt -
0ate I('o�uvuction
Seal:
M0002340 C 2021
.Sf FLOOR PLANM
un • ra
E
<
Tl,m, d G, 1, 1FL,
SITE RMA2CHITECTLPE
REVIEW
AAOOOZW 0 2021
cl� C.,i f �,MeW FL
SITE PLANAKHITECTLRE
REVIEW
D- p,2022
D—IQKkM --F-
Dnrc IAppraal -
pate I Date IaCnnsmreon -
AA0002340 0 2021
Project
21144
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n
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Project
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A4.1
Project Number:
21144
M
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IMMM all&
--Wr—, 'wr-:
A4.2
C _
ISol
II■ll ILI III
ELEV: 30'-6'
TOP OF CHIMNEY
ELEV30'-0'
TOP OF BEAM
n EAVE I• ffi
SECONDDFLOBOOR > �u
------_ ELEV: 16-6 VT 0
---------- J EAVE HEIGHT-
SECOND FLOOR �
ELEV;12'-C'
TOP OM8
9F
--------------- ---- ELEV:6u_ "
EAVE FLIGHT• o
_________ _ _____ FIRST BOOR ao a o
-------------------------------------------- -- ----- ---� EH 0'
6 EAVEVE FLIGHT• o 0 0
FIRST FLOOR b b o
WA TTERR I EATER
XTERIOR LIGHT r
FIXTURE
LOWRE
GARAGE DOOR
---- -----
DECORATIVE
SFRITTH2
ELEV: &V
(1.50NAVDI
TOP OF REF.
SLAB
NORTH ELEVATION
w••ry
II I#
IN I I i I �� � � • .
■■■■■■ = 1111 .. .... I IIsm
11 I_I I_I I_I
1'-4. 4.-0.
b
- Q O
WALL AND PIER
uz•ry
ELEV 0'-0'
(7.50' NAVDI
-------------------
TOP OF REF.
SLAB
EAST ELEVATION
ua• - r-0•
.............
IIIIII�INIIIIIIIIIIIIINIIIIINIIIIIIIIIIIIIIIIIII�IIIIINNIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII�NIIIIIIIIIIIIIIIIIIIIINIIIIININIINIIIIIIIIIIIII
lllllllllllllllllllllllllllllllll�IIIIIIIIIIIIIIIINVii1���IIIIII'
REVIEIN
DraunlGcYai ---F-"
XISTING PIER TO
W IAPP A
BE REPAIRED
o"` Ian -
wrc I 1p w -
XISTING FENCE ON
s�
WALL TO
BE REPAIRED
XTERIO2 LIGHT
µ"
FIXTURE
f
EXISTING ENTRY GATE ELEVATION
ua• • ro• � /
II I��-
- Jill — 1111
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� 1 ii ■■ ■11 ■■ i1
ii ■■■11■■ ii ° �If� �� it■�11 I 1111 ■■�■ ■■■■ ° ' • ::
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1;11 HIM
ELEV 30'-6'
0
EI Vo 30'-0' 8
D TOP OF BEAM
D D mm
D D D Q 4
D D
D i
----------- -- -- ELEV 20'-0'
--------------------------------
EAVE FEIGHT m m
• SECOPA FLR a a
I<
u� EAVE HEIGHTe
SECOND F R
o �
ELEV12'-0'
El.EV9'-0' < o.r_
FIRST Ft00R o o
o
ELEV: 0'-0• 4 /�� j FL
--. -- I --- 0.50 NAVD) �V17 UI U�i�l � � n
r
-- - - - ---- - - -- TOP OF RE.
SLAB
WEST ELEVATION
va• • ro'
SITE R.ANVAPNITECTLRA
REVIEW
D.. 1/10/20n
Rahn IQx — i
I IAFpmI -
patelPamR -
D.te ICnnstruc4on -
Scwl:
AA"2M 0 2022
WINDOW / WALL RATIO CALCULATION
A
B
C
DC
TOTAL
WALL
400
365
1,844
383,106
AREA
FT.
SOFT.
SOFT.
SOFT.SOFT.
DOOR
3
119
539
0944
WINDOW
FT.
SOFT.
SOFT.
SOFT.SOFT.
AREA
WINDOW/
.7%
32.6%
29.2%
0%30.4%
WALL
RATIO
SOl1THWEST / REAR ELEVATION
X-Fa
r
,fmjj of uulf 5ui arn, FL
SITE PLWAPCCWTECTI.RE
Daze 1,10/2022
D—I Geld
Dn¢ IAppr
Dace IPermk -
Oate IConstructian -
Scxl:
M0002i90 O 2022
WINDO J1INA I RATIO CAMAnON
(.B.514.PR�PBGR,)L I
INTRACOASTAL WATERWAY
(Pe 24, PG. 73, P.B.C,R)
2 8"
ADS -12
Q
IO I
om
II c- j
QI
RL R N6F RYER L'o
OQ UKKr
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- -
on■
FT TWO _STORY FROM SETBACK
22,1 6' I EQUIP
_App55`N_1� ].10 NAVD
4.7
_J lz.00 `
T
_I -----
--- 30 Ff ON_
E-$TORT
_ J
1
1
FROMLT glLACK _
-
I�4.7s 475 1
d GARAGE FLOOR
li
VARIES 7.00 TO 7.17
I o
1`
I
] 7�
Ix
1
1
4.751 L---_--
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7i7r----
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SINGLE FAMILY 4.75
RESIDENCE
4.5D
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➢-s
7.50 NAVD (FINISH FLOOR)4.5 2. 5
7.33 NAVD (TOP OF SLAB) )
OUI
7,10
rvI(
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I
ROOF DOWNSPOUT
(TYPICAL)
7
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S N-12 LAB D-8 7
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-----
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- - - -
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---
J
d
I - -
L
-
4.25
30 FT R EAR SETBACK - -Taaa 4.00 3.25
16 LF 6STf-1Y-
EOUI
_
- - -----------
_ -
20 FT --- -- -
POOL SETBACK -------
D-IO �� 1�����
6 LF 6-
AIDS N-12 6 LF 6
NAVD
-
0-------
4 UP "AD N-12=Mft W.��m
---
D-11
- - - - - -
- J
2. a. ]}. P.B. R)
5.0
0
__2= ADS 12
1- --.
�I �o
T. DRIVE + 0.
[WHIT uRM, - -_
INLET (PRIVATE)
(P-B. 24, PG. 73, P. B_C R-) DO�
3^'
SITE DATA
OWNER
FAMES R.2R & NADIA DAVIS
588 BANYAN ROAD
DELRAY BEACH, RL 33AB3
ENGINEER
SCHULKE, BITTLE & STODDARD LLC
C/O WILLIAM P STODDARD Ph. D., P.E.
1717INDIAN RIVER BLVD SUITE 201
VERO BEACH, FL 32960
(772) 770-9622
SURVEYOR
AVIROM & ASSOCIATES, INC
50 S.W. 2ND AVENUE, SUITE 102
BOCA RATON, FL 3302
(561) 392-2594
SCIE ADDRESS
588 BANYAN ROAD
TOWN OF GULF STREAM
PARCEL IDM
20-43-46-03-02-000-0010
ROOD MAP
12099CO981 F DATED 10/5/2017
ROOD ZONE
AE-6'
T,
DRAINAGE CALCULATIONS
DESIGN STORM EVENT 1" INSTANTANEOUS STORM OVER ENTIRE SITE
VOLUME OF RENTENTION REQUIRED= 0 X 1 HR
.=CIA
IN EN ITYI I INMR
zD
RV EFFICIENT C= 10(IMPERVIOUS1 C= 02(PERVIOUS)
O
WEST BASIN
IMPERVIOUS- 7.012 SF PERVIOUS--] 506 SF
VOLUME III BIGSFD1 nl.(7-11111211, (11NMR/121N111 11 HRI=71_
d
AST `AS N
PERVIOU5=96S5SF
IMPERVIOUS=6.1153F
VOLUME=D6.115 SFI(1 O).(9.085 SF)(0 2)). NINMRI121NI T), (1 HR) = 674 CF
TO RETAIN THE REQUIRED VOLUME. THE RUNOFF FROM THE SITE IMPROVEMENTS
(R.B51 aURC40 UBE R) (WHICH
1
GATHERED AND DIRECTED INTO THE STORMWATER MANAGEMENT SYSTEM.
IS COMPRISED OF 2 EXFlLTRATION TRENCHES THE TOTAL LENGTH OF
EXFILTRATION TRENCH WAS CALCULATED USING SFVVMD METHODOLOGY
PLEASE NOTE THE 1-1 FORMVLP INCORPORATES A FACTOR OF SAFETY OF
H YDRAUL C CONDUGTN TY
PER THE COL SURVEY OF PALM BEACH COUNTY THE SOILS ON THE SITE IN
EXISTING UFT
THE VIC N TY OF THE TRENCHES. HAVE THE FOLLGWPNG APPROXIMATE
CONDUCT N TY AND WATER TABLE ELEVATION
F-FT HEAD OR 261-1
- WA TER TABLE ELEVATON 50 NAVD
WEST EXFILTRATION TRENCH DESIGN
STATION ASSEMBLY
L_v
TO REMAIN
V=711CF=020AC-IN
K= 3Qot�10"4 CFSISF FT HEAD
D3
REQUIRED L=16.25 LF
PROVIDED L= 2000 LF
TOTAL VOLUME PROVIDED=T79 CF.711 CF
EAST EXFILTRATION TRENCH DESIGN
K=301. 10A CF&FFT HEAD
D,11
POLO COVE (PRIVATE)
W`-3
(P.B. 24, PG. 13. P.BC.R.)
RE UREOL-1526F
I P DED L=2000 LF
TOTAL VOLUME PROVIDED =88]U 674 OF
41 i
North
GRAPHIC SCALE
IN FEET )
1 . Dh = 10 111.
DRAINAGE STRUCTURES
D-1
ONE DUN
w/12T STANDARD GRATE
➢-6 p-14 S IN LINE DUN ADSUNE GRAIN
W/e'
TOP = 1.. NAro
DOME GRATE
TOP = 6.80' NAB
12N STN10M0 GRATE
TOP - 3.00' NAVD
S INV = 1.00' NWD
W 1w - 4.51' RAW
W INV - 1.Oo' NAVD
Op_2
WOPIAST IN LINE MANE
E INV - 4.51' NAVD
W/12 STANDARD GRATE
p_y N DRAIN D-I6
BASIN
TOP 5.90' NAw
N INV }.10' NAro
BOPOOMEIGRATE
TOP B.80' NAw
WNYLOPL�DDUNN
CAP
TOP - 6.00' NAB
S 1. - 250' NAw
W INV - 428' NAB
S INV - 3,00, NAw
E INV - 3.31' NAB
W/ BAFFLE
S INV - 4.28' NAB
N INV - 1.26 NAro
TOP OF WEIR - 4.50' NAVD
p_y
N BASIND-10
ARO
IN IN
2"S1µo ARID GRATE 0-IB
roLOP
WNYLOP STPNAST
GRATE
TOP = 590' NAro
P
N INV - 4.05' NAHAWB
W/TRENC BRAT NG GRATE
TOP = 1.50' NAro
N INV - 2.50' NAB
E INV = 3.47' NAw
E INV - 1.S0' HAIG
S INV - 3.48' NAB
W/ BAFFLE
NYLOPIIST DRAIN BASIN D-17
ADS IN UNE DRAIN
NYLOPLAST DRAIN BASIN
D-11
W/12 STANDARD GRATE
W/12 STANDARD GRATE
TOP = }00' NAVD
D-9
GRATE
TOP - 4.80' NAB
w INV - 1.ze' Now
TOP =STANDARD
TOP = 5.3.7 NAVLI
N INV = ].]0' NAro
W INV - I... NAw
N INV NAw D-1B
O
NYLOPLIST IN+NN BASIN
SE INV - 3.70' NAB
1Y/ BAFFLE
F E
W/12' SOUD CAP
ABS IN ONE DRAIN
D-12 NYLOPLAST DRAIN BASIN
STOP
TOP - 5.00' NAB
- 2.40' NAB
D-5
W/8' DOME GRATE
STANDARD GRATE
E INV - VD
TOP = 6.80' NAB
NW INV = 544' NAVD
MR =
TOP 5.00' NAro
W INV - I.AO' NAB
INV - 1,78' Now
TOP OF WEIR = },40' NAro
WEIR 3.4
ADSLINE DUN
N INV = 2S., NAro
0-6
_IN
W/B" DOME GRATE
W/ BAFFLE
TOP = 6"'NAw
N INV - 5.57' 4NVD
p_ly NYLOPIAST DRAIN BASIN
W/O- SOLD CAP
3' TRENCH DRAIN
TOP = .75' NAVD
D-2
SEE LANDSCAPE FOR
SPECBF'ONS
W INV = S.SD' NAVD
S INV - 2.25' MV)
TOP - 696' NA.
INV = 4,75' NAVD
INTEGRATED DUCTILE IRON i
DOWNSPOU .. GRATE TO MATCH BASIN OG ".1'{V'f{ O- UVl'
LJ V WIRE SCREEN
FOR RODENTS
POLYPRPOLENE (OPTION.) 6
FINISHED GRADE FILTER FABRIC
FOOT INOIX NO 6' SCHEDULE BO Pw
12' 199. TYPE D-3
MIN. AS. BEND (SCH 80 PVC)
ewcavRRK en
8' DIA. AAIOu6 rvaE5aFll&EraaUrLu i"AonP1ER5 5 to•LwL�r+ulFs,uW,q Lwowlnxc /eo
PVC (REFER AGSLAUE 4•�3Rl DO DORR E)HDPE L
u 12" TO DRAINAGE NIA 51F12AlANCDP OUALWALL. ADSMANCOR
PLAN) W 11. W12 HP, PVC SEWER IE%mP301
WATERTIGHT N oWV IFx.S .1 aRcG"" ADAPTER ANGLES VARIABLE
CONNECTION CORRUGA 0'- SO' ACCORDING TO PLANS
RF 12-
-12 PI
I RT P VARIABLE SUMP DEPTH
ADS N-12 ACCORDING TO PLANS
SEE NOTE /2 1S MIN.
.°A SLOPE I6. MIN ON 0' 24'. 1D' MIN ON 30'
12- 11T IN ON 36'
h DOWNSPOUT COLLECTOR DETAIL BASED ON MANUFACTURING RED.)
3'-0' TRENCH WIDTH WASHED BALLAST Nrs
EGIFILTRATION TRENCH DETAIL ROCK (MIN so% d'MIN ON O' 24'
N.Ts. 'IDS) 6- MIN ON 30'836'
sHNI eEREsro,mxF FOR FIE coMEcnwu ATrrEPovrt OF TN noon+swFFu
DUN BASIN IN LINE DUN
'TNE Go IAII
xE EWIREMEx SOFTQl55I
TOPSOIL GPATFJova, TOPSOIL GRATFJCOVER s.
AlFFAOEDMIYRGCUsS InuATEWW ASOEFl Ix OR MEIN Rg SI GVI xE0
J'11111111TEDIFFORMLYI.ADIGGRISIX11
]. NYLOPLAST DRAIN BASIN WITH DOME GRATE WTx ASTM 02n1
lNTD
DS
SxRiLBECR Z=4HtF�Y AN,
-
I.MINON9'-24' NEo orHw GRAxwa uAT'll 'S' Ixc
6'MINONIT STME REDuIREMEMS DFIXASS I. ClA55R DR :
c 111 MATERULASDEFINEDINA51Mo2321 s
FACE DRWNADE
MIUSSHIULDSPLAGED8
ED
LYI THA6IM uNl 1 ' •AAA ,;•
NYLOPLAST DRAINS WITH STANDARD GRATE
m
ENGWFPR LERTTCARW
❑JOSfPH W 6WUKE
FL PEG. N0. 4704B
❑4001H B. BITBE
I RED. N0. 573
I IFG
XDI. STT7X
PNO. 5]6p5
DATE: 10/22/2021
SHEET
C1
PPOJECT N0.
21-198
�DocuR9nea 6y:
W:U:nn. Sie�1IA41:
15 e W
2
1{ 1/
1] ]
12 (P.BS11 PG. 73 P.B.c.R.) 12
o o F
9 e
e e
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RrvE + oso
° PRorosm ° PRDPosm
___ FCONCRM
GRADE
y GRADE ORNI:WAY °
1 {
+ ` ] ` E%ISIING ] �(� `E%ISTNG
2 GRADE 2 GRADE
i L— ) 0UISTNGCONCRETE U1301FAD
A EAST PROPERTY LINE SOUTH PROPERTY LINE
to W ] 2
1♦ 1.
,] r 1] g
tx 12
1,
to 10
p MST BOOR p
].SO HAW (FlNISH FLOOR) PROPOSED
° PROPOSm ].33 NAw OP OF SLAB ° O. GRADE
T GRADE
DRNEWAY
s s
{ 1
¢��rq ______ __
� ] `EXISTING W ] E ISTNG
2 GRADE O ID 2 _1 GRADE
I 1 PROPOSm
p 20 lF J 9 x 3 F o RE/REfNNING
NAw EXISTING E%FlLTRATION TRENCH NpyD W�
CONCRETE W/12' PERF ApS
BU KHEAD
WEST PROPERTY LINE D NORTH PROPERTY LINE
Cz -E 1-5 C2 scar ,-=s
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0. REG. NO S]396
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it REG. N0, S—
DATE: 10/22/2021
SHUT
C2
PROJECT N0.
27-198
Do��slp�.a Br:
LOT 1 ANO
PORTION OF
LOTS 2 & .
(PB- 24, PG, 73,
INLET (PRIVATE)
(PH, 24, PC. 73, P.B C.R.)
INTRACOASTAL WATERWAY Rc
(P. B. 24, PC. 73, P. B.0 R.) 6
ro(�tiDM v�ES) ��
g�
POLO COVE (PRIVATE)
(P. B. 24, PC. 7Z P. B. C. R )
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Overall Length
Overall Width
Overall Body Height
Min Body Ground Clearance
Track Width
Lock —to —lock time
Curb to Curb Turning Radius
F P L. TRANSFORMER
El
0 0
BANYAN ROAD
r821,,RG73,FNCRI
Z
w)
7
GRAPHIC SCALE
( Q1 FEET )
1 inch = 10 ft.
30.000ft
8.000ft
1 1.881 ft
1 .367ft
8.000ft
5.00s
42.000ft
SU - Single Unit I
Town of Gulf Stream, Fl.
DS
r fnae4'�%
2
U � �U
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OAIE 10/22/2021
SHEET
C3
PROJECT N0.
21-198
1
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SCALE
t-eoo-az-ano
o 1 -W
J
Town
4IF
y
aAr�
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13 2 22
ulf Stream, F1_
PROJECT f 1,7
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Ll
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ARMS
i�
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I
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y ilJI i pYNll � p\�I
Haw
r� ��►�r 7U11 ml �_� �.�'I�IlI � I � ' mgm
Ipt
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4
I11
ELEVATION FROM ROADWAY
A
ELEVATION FROM DRIVEWAY
CFivro -4
n of Gulf Stream, ��
cd
g o
j w
cd 00
Q W
PROJECT +�4c
I oioiO21
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