HomeMy Public PortalAboutApproved changes asked for by CommissionHATCHED AREA
NOT INCLUDED IN
EFFECTIVE LOT
HATCHED AREA
NOT INCWDED IN
EFFECTIVE LOT
AREA
TI
L O T 8
(PLAT BOOK 24, PAGE 13)
-------- s'.00.a--
Eaw eHr s
I I
I
1 I I
IXIB G �a E LEr.,AnPNJ�)
1 I I
I I
I I
.Awl,r� role � I I r
I a<LL I
1 sIre orenMase ,�
—
---------———————— — — — — —— "------+-------
I I
I
0
1 I I
I❑ I v
I
of
3' m• Im'- b' 1• 5'-Im' a -a
I I
I
I
I
I
I
I
O I I
I
I �
I
I
I
I
I
-----------------I-- _EIEUD q❑
I u000 .a I
I 'E�V:rlwLwa I
�I aEEl4,mr4rE I
I—FN ow.vw e � i Eort,uH ercwE
�I I
_ I
o e Eo
.r-d•I
I I
LOT 9
(PLAT BOOK 24, PAGE 13)
T--
w+cE areN Llxc �ox�aHlgswEo alm xa.—
I
LOT 10/LOT II
GR055 LOT AREA =(24,525 SQFT.)
a
F
EFFECTIVE LOT AREA=(24,335 SQFT.)
I
orswrawEw.
\11L F—
� rrrP� ease
f
�
o,eNEwaY I I
3 0
�
I
F
I
k8SAN
1
1
S
159�4'
N
LOT II PROPOSED SITE PLAN O
(PLAT BOOK 24, PAGE 13) A1.O1 SCALE: 1/8"=1'-0"
(I
NOTES:
I. DO NOT SCALE DRAWING91
2. FIELD vERIFY ALL DNENSIONSI
3, CONTRACTOR TO VERIFY ALL EXISTING
- IIF CONDITIONS, AND NOTIFY ARCHITECT
IF ANY DESCRIPANCY UY DRAWINGS.
(SEE GENERAL NOTES)
4. ALL AREA CALCULATIONS ARE APPROX
11110, Real'yf v)
THE WEST 51DE OF POLO DRIVEvE
N
F� VICINITYMAP �1
-fawn ofi GUIfi Stream, r
GENERAL NOTES:
architecture, planning
and design
1045 Eost Atlantic Ave. Suite 303
Delray Beach, FloriEe 33483
TEL: 561-226-6011
FAX: 561-276-612
I ISSUED FOR BY TTAL
I
BIDS
PERMIT —
I. IT 15 THE INTENT OF THE ARCHITECT THAT 115
W
UO BE NCONFORMANCE WITH ALL REQUIREMENTS
BUILDING AUTHORITIES HAVING JURISDICTION
N CC
THS TYPE OF CONSTRUCTIOAND OCCUPANCY..
y'
H
r
ONTRACTOR$ SHALL DO THEIR WORK IN
CONFORMANCE WITH ALL APPLICABLE CODES AND
REGULATIONS.2,1
_
2. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS
3
AND DIMENSIONS AT THE JOB5ITE PRIOR TO
Z
t611 , �'�
COMPiENCING WORK THE CONTRACTOR SHALL REPORT
ALL DISCREPANCIES BETWEEN THE DRAWINGS AND
E
OF
EXISTING CONDITIONS TO THE ARCHITECT PRIOR TO
COMMENCING WORC
7
O
3. CONTRACTOR SHALL SUPPLY)_OCATE AND BUILD
INTO THE UIORC ALL IN5ERT5, ANCHORS, ANGLES,
N
sTM�,1II' r
{ � ®1 MPLATE5,
k OPENINGS, SLEEVES, HANGERS, SLAB
1
DEF'RESSICNS ANDPITGWE5 AS MAY BE REQUIRED
TO ATTACH AND ACCOMMIDATE OTHER WORK
LL
4. ALL DETAILS AND SECTIONS 5PO ON THE
W PROJECT TITLE
r r ri Fr.
DRAWINGS ARE INTENDED TO BE TYPICAL AND SHA
BE CONSTRUED TO APPLY TO MY SIMILAR 61NATI
SINGLE
ELSEWHERE IN THE WORK EXCEPT WHERE A DI T
DETAIL 15 SHOW.
Ul FAMILY
5, THESE DOGfiENTS, A5 INSTRUMENTSOF SERVICE.
ARE THE PROPERTY OF THE ARCHITECT AND MAT N T
O
BE i5ED OR REPRODUCED WITHOUT EXPRESSED
RESIDE
PRIOR WRITTEN CONSENT FROM THE ARCHITECT.
6. ALL EQUIPMENT THAT SERVICE THE STRICTURE
MUST BE AT OR ABOVE 1D' NAVD MIN
W
>
DESCRIPTION:
Ly >
ALL OF LOT 10 AND THE NORTH 50 FEET OFI LOT II,
POLO COVE, ACCORDING TO THE MAP OR PLAT
W
W
THEREOF 65 RECORDED IN FLAT BOOK 24, PAGE 13,
O _Q
PUBLIC RECORDS OF PALM BEACH COUNTY, FLORIDA.
Z
O
LEGEND:
N
CONCRETE POOL DECK AND PAVERS
DRIVEWAY
TWO STORY RESIDENCE (TILE ROOF)
SET BACKS:
REQUIRED PROPOSED
FRONT 30-1' 30'-10,
SIDE INTERIOR (NORTH) 23'-3' 40'-01
SIDE INTERIOR (SOUTH) 23'-3' 31•-0'
REAR (WEST) 30'-0' 40'-e 3.-
ALLOWABLE HT. 30'-O- (TOP OR RIDGE)
(TOP OF FIRST FINISHED FLOOR TO THE HIGHEST EXTERIOR POINT OF ROOF
ZONING: GULF STREAM CORE
FLOOD ZONE: AE = 6-0" N.A.V.D.
TOWN OF GULF STREAM SITE DATA TABLE
GRO55 LOT AREA
24025 S,F
EFFECTIVE LOT AREA
24335 5(F
FAR CALCULATI0N5
EXISTING
DEMO
NEW
NET
IST FLOOR LIVING
0 SQFT,
0 SOFT.
3,641 SOFT.
3,641 50FT.
(INCLUDING POOL STORAGE)
CEILING OVER IS' (DQUBLE)
0 `AFT.
0 `AFT.
0 SOFT.
0 56FT.
2ND FLOOR LIVING
0 SOFT.
0 SOFT.
203 SQFT.
2.038 5QFT.
IST FLOOR COVERED
0 SQFT.
0 SOFT.
513 SOFT.
513 5(3FT.
(PORCHES, OVERHANG, 2 I/)')
2ND. FLOOR COVERED
0 SOFT.
0 SQFT.
431 SQFT.
431 SOFT.
ALNING . 3' AND SCREEN
0 SQFT.
SOFT.
0 5QFT.
0 SOFT.
ENCLOSURE (AT 501)
GARAGE
0 :AFT.
0 SQFT.
169 SOFT.
169 SQFT,
GROS$ FLOOR AREA
0 SQFT.
SOFT.
1,464 SQFT.
1,464 SOFT.
OUT BUILDING
0 SQFT.
SQFT.
0 SOFT.
0 SOFT.
TOTAL FLOOR AREA PROPOSED
0 SOFT.
(PA Sc1FT.
1 1.464 SOFT.
1,464 SQFT.
FIR5T 20p OO x 33 6A00 SOFT. J
OVER 2c, 000 w 20 561 SQFT.
TOTAL ALLOWABLE FAR 1,461 SOFT.
TOTAL HARDSCAPE AREA ((�
REQUIRED LANDSCAPE AREA
(LOT 51ZE a 40 ) L,4 =3QR (1
3400 POLO DRIVE,
GULF STREAM, FL
I REVISIONS
rg w6rw cmd*u urr
I - w cEarz ca
j Olc�ci+eHro. - _rs m eEv rau+ca+clU
it IvevaEa rmL araeu'oc
I
THIS DRNJRIG IS NOT F R UNSi TIM
I IT HAS BE13!! VbUED WR (AvERffl1TAL
I fEVIFI NID/OR PAELMBlAT'PiSOeIG
QLY.
I
FILE NUMBER
503A101
DRAWING TITLE
;PROPOSED
SITE PLAN
I
1
1
I DATE 09.19.22 I DRAWN BY
JOB NUMBER
20220503
DRAWING NUMBER
A1.01
NOTES:
L DO NOT SCALE DRAINNG51
2. FIELD VERIFY ALL DIHENSION51
3. CONTRACTOR TO VERIFY ALL EXI5TING _J3436
CONDITIONS, AND NOTIFY ARCHITECT _
IF ANY DE5CRIPANCY W/ DRAWINGS.
(SEE GENERAL NOTES)
C1
W
S
d
N
0
architecture, planning
Be and design
u
W 1045 E—t Atlantic Ave. Suite 303
= Delray Beach, Florida 33483
U TEL: 561-276-6Ott
FAX: 561-276-6120'
W
W ISSUED FOR NSB:1 Tt`
Is
BIDS
PERM dn52013
N
W. CON TRUCTI
W
0_
0 PROJECT TITLE
W
SINGLE
FAMILY
a 3400 POLO DRIVE
GULF STREAM, FL
ot
W REVISIONS
wttsHw rs. cirr
� „ara6r�wE m r�u
Q Nw Rm a
� ,_ wEro-.m err» ar cw.Nr d
= Qj �'p -an as t+ra rdwc
'V rd
Q
11
Z_
W
V
W
I
0
Q IT I5 DRNL'PIG 15 NOT PR OQ151R4'11
W It HAS SEEN —FP F. GOrERfp?4
AL
!Z` AND/OR Ffi1NNAR1' FRLNG
{)_ RLy.Y.
}
UlFILE NUMBER
W 503A701C
d
� DRAWING TITLE
WPROPOSED
SITE PLAN
W (COORDINATION)
0
DATE DRAWN BY
N 09.19.21 I GE
i
~ JOB NUMBER
20220503
DRAWING NUMBER
A1.01 C
0
In
r-------------------------------
.........................
.....................................
....... ...............................
.......................................
...........................................................
..................................
...........................................................
................................................
...................................................
............................................................
................................................
.................. - ..............
............... -- .......................................
.............. I ...............................
................ ............
......
..........
....... 0 .............
........ ................
..........
........................
I--
.............
......
-
.......
.....
..............................
......................
...............................
........ - ...........
............................................................
...........................................
............................
.................... ......
.... - ...................
............................
....................................
I .............
................
--
..
. . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
.".".".'.'.0
❑a
�o
�o
00
1
i
.'.�
_ r�
a -
I
:I
.1
. . . . . . . . . . . . . . . . .
- - - - - - -
.
1
• -1 I
..1 I
-.'I
-----------------J
........
. . . . . . . . . . . . . .
. . . . -
]]]7
I
I
I.
I
(
II I
I. I
�Q
...........
0
ee�o
�......................
..............................
......
...................... .... ....................
.... ....... 1.11.- ...........
......................................
nap°.....................................................
............. ..... ......... .........................
........ ......................
................................. ...............
.............................................. .......... .....................
............................................ .................. ...... *
........... ................. ......... ................... ......
................... .... ---
I...........
PROPOSED HARDSCAPE VS. PERVIOUS PLAN
SCALE: 1/8"=1'-0"
N
H
NOTES:
_-
I. DO NOT SCALE DRAWING51,-
2. FIELD VERIFY ALL DIFIENSIONS!
-
3. CONTRACTOR TO VERIFY ALL EXISTM
GONDITIONS AND NOTIFY ARCHITECT
IF ANY DISCREPANCY W/ DRAWINGS.
-`n1
(5EE GENERAL NOTES)
4 n ALL AREA GALCULA ONS ARE APPROX.
LEGEND:
architecture, planning
nM
� and design
PROPOSED PROJECT IS
LOCATED Q THE WE5T
51DE OF POLO DRIVE N
VICINITY MAP m
p
PERVIOUS AREA
O
2039 SO. FT.
OB
529 S- ET.
O2194
5Q FT.
O380
5Q IT.
O103
&Q. FT.
O223
50. FT.
O1111
6- IT.
O253
50. IT.
O2-1
SO. FT.
O1-1
SQ IT,
OL
3T4 50. FT.
OTSO
50. IT-
FT -
TOTAL:
III SO. FT.
LMIDSGAPE AREA
CONCRETE DECK ( PAVERS
DRIVEWAY/ENI R WALKWAY
TWO STORY RESIDENCE
TOTAL IMPERVIOUS VS PERVIOU5 AREA:
TOTAL SITE AREA (EFFECTIVE LOTF.
24,335 5F
TOTAL BUILDING FOOTPRINT:
4,9 SF
IMPERVIOUS AREA:
11 SF
(DRIVEWAY, PAVERS, PO0L,TRELLI5 AREA ETC.)
TOTAL F'ERNOU& AREA (LANDSCAPING)
11-1 —
TOTAL IMPERVIOUS AREA =
12,443 / 24335 51.1%
TOTAL PERVIOUS AREA
I1g92 / 24335
TOTAL PERVIOUS •IMPERVIOUS AREA= IIg92
. p,443 = 24335 > 100%
(REQUIRED OPEN &PAGE bO% -PROVIDED 48.9% OPEN SPACE)
Q
N
O
O
Q
cm
N
O
Ln
1045 East AtI—ti .Suite 303
D.
TE Ira Bea h ritic 483
Y
1-c 11 TEL 56 2]6 60
FAX: 561 -2] _ I.
ISSUED FOR/ rV859H•11RAL
BIDS
PERMIT
Y
l•
V3
PROJECT TITLE
INGLE
FAMILY
a 3400 POLO DRIVE,
" GULF STREAM, FL
W REVISIONS
at�ia ramidre me
N 0 =� rEn raNecwral ccme+*tr�
2
� i. revisso vc�x a�b,omc
J
Q
U
z
w
Q rues oR/aear wNOT FCR cc115rRIcnOL
w rr ua5 5®+ nsum FCR &v.�Rrff>aral
� REvlen Avo)oR FRELnuARr FR1cw
I� QLY.
FILE NUMBER
w 503AI02HP
0-
DRAWING TITLE
PROPOSED
HARDSCAPE N HARDSCAPE VS.
W PERVIOUS
PLAN
0
DATE DRAWN BY
z
09.19.22 I GE
~ JOB NUMBER
20220503
DRAWING NUMBER
A1.02HP
WIND PRESSURES (PSF )
EXTERIOR DOORS, WINDOWS, WALLS,
COMPONENTS AND CLADDING
TRIBU'rARY ZONE (4) ZONE (5)
AREA (tt )2 , e is -
I To
LIGHT FIXTURES
(BY BEVOLO LIGHRNG OR EWAU
PAINT LEGEND
O� Lna,ITm,-"•
TEE
0 m ., ,EAaaA(
OBALL a
o T 1 T
F W F. ea
®oma m wRDa E,
0
EXTERIOR 5TUGGO:
IT racE. F IR auEo �vN1ta1cRETE AVD —abouzr
E ALL
o�� eLiFlCAnew roR rx.�ro. ExrEwora wlru ulau R-vaLUEa
RAC: �rsA°�E P�Aar nm1E,u� ano �EImR REalaraRT
FI F\/ATIr)M AIr)TFS
,L iOP 6 RICGE
� ELEV. x5 -a AFF. I 1
FEMA ELEVATI- --
J. (AE ZPJE)
(K0' NA.VD)BF
EAST FACADE CALCULATIONS PROPOSED EAST ELEVATION
A3.00 SCALE : 3/16' = 1'-0'
NORTH FACADE CALCULATIONS ;iO2—°D`'"'L„;
PROPOSED NORTH ELEVATION
A300 SCALE: 3/16' = 1'-0'
01 n PPE 10 20 • euaraevaLu't rRAnE
r2. �•`.••• =rt� e_ • f • �•,•,:_. pLL M�
olvfnr
21
m2 ca arvcco xa'Ev cAP .
rLan asuluc ro rmoE wnrev riw awar
II wxL
n.mrsMwaiu To
n� aea,AL ,,,•. a-
-
-
m3 ewD -
❑ r uoP vRAwluas sAF1SVE B Jc aa+
12
TEIAN E rTrP�. rrnLcn ante)
E•r s-
rr m ceLau
❑ EM
aR 22 rw.vE rTrP. • ENnRE PERmErEw.
BI
n
04 Pouovx r 13
❑ o E � ❑ cArt E IT
wlim 23 I, 11
❑ c �ew dcc rWi Eorsstr+SwAzm•—It A
z am
05 wrW sEE nE.ws a T . a
❑ 14 ANTm . sEE veraL rsLO-A — POSInw vaaNwE).
®❑
nx•s ALL
24 PNLer.EO
❑ m m'E�E
RAcraR ra PRa of
Tu ST1rry Ealoac sEroro
06 v_oors -SEE oeralL.
IS 1 va ur.: a coppers owP Eeca . ALL rEReaeES (mLrcN1EE
I�'1icen.Ex Praa oR .
E T cae rrs�suo_o 1B 1. SILL.
) S S u.
INIb 25 n
m1 e - vRawwE rrweRaeTw To
�.aoeoEcaRAri�sEBrooru
T Av roMj*
I3 m PER wmlc APvrrovAL
r++ra fzuHOE auoP vw+wwa rew
snsco EnNOSG wewawv.
me �Ar ALL 1°aff— I I
❑ - xEEaoerxorrns
of•a�IUL
26
—ER I wrm
�uAaE
09 a
Pa_mER novlElEv, vaa BSLORExEree nuoeEr ) 21 D NA
voaz ^.rA)EatE. vE cERrwlr<TE a: ccneLlaucE rr.P�. - aEE
19 r verr sTArx r wTomrs IaTOUEN
FOR aaar ZL-AIBFuv aweR r BITER- oEda+ER
28 'I - II arrarLpTMycu �
38
AL
29 SLOPE Ire.Fr. B_AE. SEE amicr vuru rT.Pa ALL eaLcaaEe
39 va RA1em vloon+ Srucco EASE, rrnlvL aRa.m s1nRE eTR�tuRe
48 corE TMTM uEAR cmaR sxclA
awER ore:IAEI
a+EnrecwEmasrll.n Eeayswarm).
30 w nusr aEuRl_T �
EBEEEE III III
� F_".- AT
49 n o Fa-smM srarEn. - m rErs
vo Llnca ago ax raaz —ITB ro�RNAnI�a). a• a.EARAucE Fwn
31
4 c� _
❑ URE ro
50 )
Ee
32 n sovEEH Sown% axwouL�i I,sNi,raLLEv
❑
_- _
n a. a
AE Ea AL (cwrRAc TO P 11E
oR Ea)aL - STAIULEu
_
42 E�* moo..
ot-'�coRnr�iEiReo�BRAacr
51 xuvE'�srlooru Stucco eARo L PAMreo - SEE eracnRaL oRuse.
33 eaoEµ ore ccNTRACTaR - P�Ro roE SAuc�v Aalxs raa
A
co 1Nn:ncTaoAcuEv uu vw we�sow•
11
reo rFlu�
52 E�is�u PuurEo rrw.. Rxe+r EumAvice BEE oerAlu. ru Stucco
RN_TE+ ALL I cy ac�:R
34
❑ LPa ri+Eau E 11 �nurmve uosE EIEa.
roR r r11
ANr.
ErurLe auoa.G�Aer�ovaim mrr o a)a v e
53
❑ e riwicN—i oRaw Eano su�Pro�MaEi A RucL x' a• 1 r� AE_
BEE TrEanG PLAN
Lu><E LPL rsRaugo
35 aE rAeiLL az E_ weals,• rs wromrs
44 rrrP
wAmrwrrr•.rA
-
IE
❑36 RyARr ve.r nooEL
AB
roR ro Pr E E ALI PRIrE FOR ALu.nan r 1z - coLOR
eErdALL
54 rrP. • wvERaivR rs esrcw aoors SOrFIre - PA1urm.
cLearsR�
1—TALL
L
APi I+o exauA rIu vER 45
rsor<eaw°eamA a —E °B°E�Loaw r°LNe LLIa LaAnaa).
55 rera cF RAnm s+ooru ar,cca euromG: ur owe 1 ur rArzlreo
ELOOo varlrwe).
3i z AT sre snooru aTucco FNisu. PANreo rrP.
v AnA• ALEraunFlWwz� . BEr R a azEv E
E acALLOPEo wALL PANTED ESE oEralL
56 vroR Blau.
ruwmncrors To rrmnoE auw oRAwura roa AmmvAu
5, To BE r rnEu1a rolacu. relx.E
nw . a a ur vEwET N RELw, rrP. Al
-- ' — ELE—TIGN
.__ J, rAE E-El
-9 ELEV. • -1'-m• BFF.
ram'NAV J
56 a wR ruE PwL erarsAOR PANrm. isrAUT w( cERr. ruERra-rRr oR
59 r1r<'a PaRTm Fwlsu . sEE srralcTURn vRAwlNas � � x mars rlcon+
60 oATe). gars cevars TIBLLu mrrEUS 1—TED IT.PICAL . dvE nRr:az
61 r = Tu -_E P -AR —Lue EEan Puureo rrrn.. S1v1.
62 aNreo rrw.00ru a.E�oA re). POSr uv era cuauEREv caalEra-
63 eRivAcr Nvr SomX�I— Al wr000rs euaUER
❑ O
N
0
r
`4J
(m
N NOTES;
O > DEED � ALL olnaElwal
rsEE aEaERaL woTEs)
architecture, planning
and design
1045 East Atlantic Ave. Suite 303
Delray Beach. Florida 334B3
TEL: 561_276-6011
FAX: 561-276- 9
ISSUED FO AR'B E15tITtAL
BIDS
PERMIT mIIDS] / t
N
F
PROJECT TITLE
W
SINGLE
FAMILY
RESIDENCE
a 3400 POLO DRIVE
3 GULF STREAM, FL
W REVISIONS
Ixlou ctsnEMs. arr
W
Qorm vaw FNIau—ELEVana1
N m [a rpw ecwelL —T.
(� suurtERs. Lcunan. Avoso
Q
Z_
W
U
W
Q TM3 DRAllUOi'a 1E NOT FOR fwNSi Tm
w IT NAS BEEN ISSUED FOR GOVERt4NTAL
lh REIFU AND/OR F'RFL_N 1 PRILNG
Lr.
FILE NUMBER
w 503A300
D
KDRAWING TITLE
WPROPOSED
N EXTERIOR
W ELEVATIONS
E
U
O
DATE DRAWN BY
N 09.18.22 I GE
Z
~ JOB NUMBER
20220503
DRAWING NUMBER
A3.00
WIND PRESSURES (PSF )
EXTERIOR DOORS, WINDOWS, WALLS,
COMPONENTS AND CLADDING
TFOBUTARY ZONE (4) ZONE (5)
AREA (tt )2
LIGHT FIXTURES
(BY BEVOLO LIOHRNO OR EOUAt)
PAINT LEGEND
all
n°a
O
rGnVnCB aND i
�� D Br oLm
O�� L ngNTEp GA5
IILE
� r� r �r
. ANo GdiFA)
oAD/
=Lirn= TO
LL
EXTERIOR STUCCO:
r16atE. FRI r>WED bFNaPPIa')vED-rE DnMwRY
A TOP 6 RIDGE
� ELEV. • 39'-0' AFF.
fi^GF BEARIrG
A HEIGHT
ELEV. • II'-m' AFF.
TOP 6 3ND-
,LWINDLYB/DWRS -
ELEV..
TOP 6 3ND FLMR
A ET1d1CNRE
Th' 0' AFF.
Y EAR 0 mdRING IT
-
9
9
9
-
T-
A- SLAB
ELEV. • (•TIDm' NAVDJ\�
SEE CIVIL OR1G9
9
B
-A ELEVATION
AE ZONE)
-
0
-
� ELEV. • -I'- D0' BFF.
(WID' NA.V J
,L tOP OF RIDGE
ELEV.. 39'-B' AFF.
UPPER fA F BEARING
HEIGHT
� _ -
-
0
-- _
9
ELEV. • 21'-m' AFF.
TOP 6 3ND FLOOR
A. WMDOVB / DOORF.
ELEV. 3m'- ' 4FF.
OP C: 3ND BOOR
E R CNRE
\�
LLOWER RCTOF BEARNG
HEGHT A
ELEV. • Im'-ID'_-
s
,L WMDOWs/DOOR9 R
� ELEV. • b'-m' AFF.
TOP OF GFCIND
P.COR CONCRETE
A SLAB
.
9
ELEV. • 0�FF. ' A '
m'-
SEE CINL D VD)
FEMd ELEVATION -
A rdE TONES
ELEV. • -I'-
BFF.
<KID'NAVDJ
m
WESTFACADECALCULATIONS [PROPOSED WEST ELEVATION
A3.01 SCALE: 3/16' - 1'-0'
TOTAL—— I
/I1,, i
SVUI"r"`""t`""L(:ULA I IUIVJ 2 PROPOSED SOUTH ELEVATION
TO " A3.Oi SCALE: 3/16' = 1'-0'
ELEVATION NOTES
ml 0. D
F.
ADER
2m • alcwnvvaLut FRAnE x
r n _. PER RovEu ePEc a rrn1 ruoTE� ALL u,ro
orsirERr
21 rs
m2 au'+�RB r dm:ml ooE.rPa oEv
µD o CAP
vui rtawl.lGr Raaa wnrER riale°wn+
II waLL
E, TO
_
P rouse su'nEv eac er new �m•m- B-iI-'
cN uvP DRAw,rGa / eanPLe. Br Le ,Ra.
12 taLn
1aNee rTrPa-rroLae . uu,re/ oR
BG Br silo aR E— rrP_ A—
BELOL
22 E rrrP. • wnRE EERrcrEw. GrsD
�
m4 mi FrB+DaLe Pa io.m� en r 13
23
m5 e' GLAsO r.4u+e ra Die 6iwlrer 14 RaesED rwarN sncco amo.Gl // HeADERar*roARcuALL
r wr ALL Dme ruNrr mPaer Aea PANrev BEE ,T1,L (eLOPED FOR FO 1 vRANac81.
4 u c
2� � osmGESEiFiAB? Lcray.G
rrP. ar�bEAccw
15 r 1 w Hr.1 A—— ecrt .ALL TERRACEe / Bxc
LA
II r v Frvr vRawrtGA el.
ov' eTucco eA•o,uG
06 RDaz eEE oETA,L
N
16 xcAR.Dr Pw oR e^ ", . ccNc ruR=_aaLo.rr+,c a,LL
-
25
m, reA� rE DRa�NaOE Oa+rRAOTOR TO
To ANaHORED
I, ca+c as P�Earcr'�cr n P�A�
snuPPL
TRrG FFwIOE BNOP oRawING kR
08 ca oNBrTM-e OMD F�xoRDFDSIn DaADIirsGE
r�
. ALL ro IEI To REmrE •sTCNE PAvew• —SET B+'ARrLST,c PAvew• 26 aM av+eR / nrrewoR ME _ILAN R Fawn ry
18 oR emx. NavnsuP Wv swA EDGE AT rue LATER EDr,E DE- ro DE
ccNc vEr'sR LaBnc
m9 n
A POLmER nov,rrev..n., T�*LOReeceNCE rvoeer 2, o
DDDR scuEDULE. DE cERrF,care of rmrt,a,rF rn'Pa BEE
19 war vwr Brarx FVR vurvmR RraEN
EDR Fwcn.G cuLr 1,ERFr uv rw+L / ALI 1.
DESIt31ER
WRAPPeo w/ •ezA
28 '0,1 IL A_nwEa �ss RrEwae
38 eo
rs`EG`Nia..
4, -
29 iaeLwE ve,Fr. Brae_ s=_E saver DUGS r rrP�Ml BALCON,E6
39 -va RA1eeD B'mnr erlrry Base. n-PICAL aRaNv wnRe srRcruee.
4B t GEAR cFV AR saes,° PA,urED. r. . 3 w ecNr. 3 . a
Brag ruoe re�
3m ANaleem suer BE nu a w ue,u+r aNv w A ccN
/. 40 itnE ea c�a w suraLDoaN •
P.elEro� •IIiuCCorelinAN
49 mERu. sursArEo xceD ee ren
eLEARavice FRd+
31 ,L„,r.5 aND aR RxF easlre rortR+ArGsz
vE •a'r ExeanvE scREwALL
_
oI�
41 RTM'cELLrsaansoBT
-
G o
50
see
32 oR Ea.0 <vcdrRKroR� o Iry oe�
°
cR E.- - eruNLEse
42 sw III,51
-
E-M EL .
I sTxvru srucco eANv,rG PArtrtEv see srwcrwx, wR1Ge. L
33u.Nmacrow isIDea
rar rrr. r F ,r rev cEILIuo
52 Iau . Pa,N�ieo rcmAucezrBr-cor�enoon+ snlcco
DETAIL
34 Lea r. "L c° m cLo°FE TE_ TO43
ay+E - D
53 6 rwuir an.1.
y To rRe dGe,Ri1 o vRrw-c Irw rsEE
35 ryE eavlLl as EaAL-vERgLLu.ERLr.N arv�-.re
L"�uv-oEwv e�'ecrcaRA
44 B rrTP.C—T
u I_
L
�a w*Rrr•Ew
36 *FmenA¢r GRr. �iEL
�rAw:
aLL
n+'ti?oR ro Rwav,o A�r.�PRlce eaR atw,Rw T-1.1s
54 rrr. • woew,oe rs ser<Tm rLooR scrs,rs - ramrev.
TOTAL � Nor LEee rwaN G.B ru ❑ r e.v c�LE cED.w-EEr-,=Rb • v oc - PAN rm. AT aLL
-ALI IIInaBwe aov� +r rwia. LBEo y . 45 LLI.
55 LA +ERB cs RaIeED amru ewso m•�T: 3 uT or£R I ur PanreD
3, 3�conTRz/�e snoDru aru.co cwlsu, PAIrnEO rrn.
I AI ❑
Ems_ E
46 rm T
R�o oev
R fvace caloa- -
56 oeviwslau. re scxLOFEO wALL PawTm see DerAIL
Dwirs rw aeT
r FPRDv
caw*Ras F'v
9, —ER —
TweEr1�Lorssuulawasw4 ' war�*REUEISProRca 1111
A iOP CF RIDG=
� ELEV. • 39'-B' AFF.
A HIPPER RDDF BEARING
ELEV. • II'-m' dFF.
,LT-OFII DCORb 0' AFF.
A STFf1CT1RE ROOK
i� ELEV.
A LOWER RF 5EA- IT
- -_ J /� ELE .. Im'- •AFF.
�- --J iOP OF GRgWD BOOR
A WNDOYBrDOORs
m' dFF.
GFL'TND FLR
A CONCRETE SLdB
ELEV.
V 6EECNIL D G VDJ
9
d ELEVATION
A (AE ZG E)
E
L
EV. • -I'-ID' F.
(KID'NAVDJBF
A
6
W
Q1
I
V
architecture, planning
and desig
U
w 1045 Evs AtiB�bc Ave. Suite
= Delray B ch, Florida 33483
U TEL: SG, 276-6011
B_' FAX: S6 -276-6129
Q
W ISSUED FOR AR'B 4
BIDS
o FERMI 0I 3
N
dCONST OTI N
W
(L TV
PR ECT TITLE
W
SI LI
= FAM `
0
RESIDI
ELEV. • 39'-B' dFF. Z
U
- BEARING
HEIGNr ��
'A ELEV. w
9 31-0 AFF.
iOP 6 IND FLOOR
__ _ _ _____
,L bTglCrilRE FLOOR
LOWER ROOF BEdRRJG
A uEGHT
� i� ELEV. • Im-0 AFF.
? CfiSC ND PLO-
AwTI DousrpooRs
ELEV.. B'-m' dFF.
FLOOR CQICF£rE
A SLAB
i� ELEV. I.-0' AFF.
EEEV. • (•TIDID' NAVDJ
SEE CIVIL
0
n
58 a EDR ruE Pcra eroRAGE - naRTm. BBTaNr uv rFm. - n1eR+n-rw oR
59 >,r^^ PARTED EN1su sEE smlcruw.L vRAwNGs 11' I soars snooru
z ire/. BLEAR cEOAR ,ra-LLle EwrreNs P TED 1-1—
rid GOE ARBOR
62 aNreO tGrm.'• s erE/ ws roar m w �euarsEREvseoR+ERn
63 ewvacT waL AT alrvvvR euoLeR
rO
`•�J
m
N NOTES:
1 DO
O x. I.— wal.r ALL omwa,oNe,
Gx
I ALL —A c L—ATI-I aRE aPFRax
a 3400 POLO DRIVE
GULF STREAM, FL
W REVISIONS
N
0 rtn-1— ccmwrG On
LU vN,eu zaN ELE
N � uuraL roererlrE
aBK1TTeRe. Lo>rbNO K
Q
U
w
w
w
U
Q 1NI5 DRNUPY IS NOT ROR O01BTRIOTILK
W IT HAS BEEN 1IX FORGOVERIHITAL
RENBII AN,_ Frd11Pi _ FRCBG
pd T.
IFILE NUMBER
W 503A301
0_
4 DRAWING TITLE
W PROPOSED
EXTERIOR
W ELEVATIONS
E
U
O
DATE DRAWN BY
N 11.02.22 I GE/JH
~ JOB NUMBER
20220503
DRAWING NUMBER
A3.01
General Planting Requirements
1. ILL N.YIT NRER4 SHVL r/JIiOOI ro THE YI.YW STAKVIOS fDA fL01RA xWEA 1 OR
MO STMOYl14 WR RDRM MIR4M' ITEFSFOR _DA MRSFIN PI/MI!• AIQ
G 6.
2. r vMIET®Fn FaR ML�RREEs wu'Oa. Main glEs i+o1A&Ers z!>-ta-! zt awW BE
ALL WNIFICNNEWS YN.RL pfWNE}I PAOCFDIAIS S E N CNEgOUNCE NIIH TE
II OOINGPT3R Ass P1.Y(RIG BFIS, TPFf NNO; NO PAW CDriTm9 SHML IEWRE A
H
01'
r arm aP AN APPrvm w+ME a SEEncm crNms Ylar>,
Y ur _ suXZNmrGwA sal PRWE AR APPRGEm YIx a siafAirrta. IwnrEc Ai NMCMY.Y P f1E£ MITHE
GY9/KR MOOR 1 CI9 YARD PfT �4REDMNOrDR PEA lEE
4. M1 nsDD% WII 91NL E WVaWIGm LYOSVAE AIBCONIRMIOR �AWIOaNS AS
RAGO K 90 A YYMIY RSaW T.—M, KfOt FW4 ICI M(£ _—W, IM NL
PNMS AND PUNT W 5 9Yil EE WVPNRm FOx A YNWY OF 1x YOxmS
E TE
AFTER FMAL IRTPTAMI£ OYRFIt
!. R SXML E lHE SgEtm OF lIE U)Oa['.,PE SUBWNIPALTOII ro HNE TNT ALL
IE'R PtAXIN45 1®1£ AOE9lY0E WIER OIRI10 1NE NSTAILRMIN AIO FLWT YIVIIIINfY
PEAOIa. DETP wuExxc a Au IER TIFFS AND PAWS a YARlwam, NO ARr srPlulExrA1
wATOwp TNT WY E IX1RED T] NJOQtf INIIWII PMiILL N10 4TE WdGVIW. T) IN9JlE
PROFEA PLWT OflE1DPEEfR, SMALL BE PRG•DED M A PART OF THa COxTYGT.
]. ML WYATDWL AND I.YYII NiA AS NC — 1ELEIN — IEW,E 1001E WIGWTIC
R�GTRI CGhAAGE I.IWY GRET.M OF ll0 BY AR _ lDECIFD
GTIEIPMIOA. SIWL RE— MSi — TEN (10) GAYS OF THE
Graphic Sce
NINL I.YAStlP£ .15TM1OIOM
A N TiE OOII OF A 01� PNN.Y wI1FIN TE LWOSLPE OOCUYENIS TIE PI/MfIRO PI/f1 TNGS
PIFLE➢DFS 0'AH lE PVM DST.
10 0 5 10 2A
9. TE Ul.ALWf ARCIIIfFLT RGVRh3 TIf WGIT ro YAR YNryOwRp pADlJST1ETI5 ro 11E FlXAL
40 —1 ARG IIFLVRAT1H rnAOnO uTwr mxFxulNTxm IN ro NsrAUATIW ARG swu
Plunf IXIIECSON N E ErvEr a Fm mx9Rlrns Tar r E Ix coxFucr TEE PVN.
Special Insixuefionns
(In Feet)
1. QIRM L ST CPAO.IG (MHNnl/9I E t+a➢NOA 2 GEVAE BOLE ®.l SBY THE —1L
1" = 10_0
2 P�IPMM O Y� ms O4 Esw eEWE W3 rME SUBcO Twc OS
RE "M NaY ro N�AET Ac�Iwl &IZ& REauun.
PIOTE 1 CIIK YAIO Oi M APPRDYED TOPSOL
POI SO 91RtIC ARD AC19FpM rwmrw TAYLIS
roID I�Fra.IGW xl q+ ARSIG AONMMO
Acluwa EGWYETaTIaa
Plant List
❑
Key Qty. Scientific\Common Name Ht. Spr. Remarks xB ve T
M•
7
ADONIMA MERRIWI
A00NIMA PAW
10-i{• O.A.
TRIPLE TRUNK SPECIMEN
STAGGERED TRUNK HEIGHTS
N
N
ADONIDIA MERRIWI
TRIPLE TRUNK SPECIMEN
AV'
I
ADUNIOA PAW
O.A.
STAGGENED TRUNK HEIGHTS
N
N
CN
12
COCCS NUCI TRA
COCONUT PAW (STRAIGHT TRUNK)
6_10' C.T.
91RY9P Tw.1N 9r)ti1 N So�Tim auTw
PxL OYR( 9iG1 IEYb
N
H
COCOoCONt
CN'
2
r PALM (CURVED TRUNK)
B' C.T.
NLLEDARKUGNKEEN� N�ENWS
N
X
DR
1
DLLONM NEW
ROYAL POINCU
1{-19'
]-I'
!-9' C.T. 3- DBH�YIMMUM)
CHARACTER SPECIY
N
H
a'
'T?
LE
3
LLGUSTRUM LUCHRUY
TREE IJGUSTRUY
10
10'
3-4' CLEAR TRUNK
MULTI•TRUNN SPECIMEN
N
M
a7�
MAGNOLIA GRANOIPIDRA '1JTTIE GEM'
12-14'
9-7'
4' CLEAR TRUNK • 3' DISH (MINIMUM)
w
I
IITRE GEM SOUTHERN MACNOW
FLORIDA FANCY
Y
H
PTTCHOSP ELEGARS
MATCHED • SMNNE TRUNK SPECIMEN
PE
19
AIEXANOlRW A11E PA
14' OA
FLORIDA FANCY
N
H
PHOENIX STLVESTRIS
12'
ELDRIDA FANCY
PS
2
VRLD DATE PAW
CLEAR W000
PERFECTLY MATCHED SPECMEN
N
H
ROYSTONEA ELATA
I'ID
FlDRIOA FANCY
RE
S
FRIOA ROYAL PALM
GREY W000
PERFECTLY MATCHED SPECIMEN
Y
H
❑
Key
Qty.
Scientific\Common Name
Ht. Spr.
Remarks
x t ve
AEC
5
AL µMLLG�'OWRATA'
24•
1 24•
FULL 3 GALLON
N
H
ALP
91
ALPINIA ZERUYBET 'VAREGATED'
VARIEGATED SHELL GINGER
24•
1!•
FULL 3 OAf1DN
N
M
{
BOUGAINVILLEA 'CRIMSON
1-12,
3 RUNNER MINIMUM
BOU
VINE e000N"E EA
RUNNERS
FULL TRE11L5 SPECIMEN
N
H
CHC
9
CKAMT PDAW CATMACTARUM
/-!' 4B•
NLL -CAMTO E BASE
N
M
CLEROOENDKON THOMSCHM
10-12'
3 RUNNER MINIMUM
CLL
{
BLEEDING HEART NNE
RUNNERS
NLL THILIS SPECIMEN
M
L
CW
M
CLU51A GVTTIFERA
SMALL LEAF CLUSIA
]-!'
3-4'
INSTALL 3" O.C.
FULL TO BASE 25 GALLON
Y
H
me
49
COCKAZUMNVARIEGATUM 'MAMMEY'
CR=ICGO
W
W
INLLALL 24' O.C.E 7 GALLON
N
N
COgAEUM VAIDEOANY pp00LLDD DUST'
W
WINSTALL
24. O.G
N
H
78
GOLD OUST CROTON (SWML LEAF)
FULL TO BASE ] GALLON
COR
12
CORDTINE FRUMC09A
T PLANT
M�
1I'
NLL TO BASE 3 GALLON
N
M
CRI
I
CRINUM ASIAIICUM
GREEN CRINUM LILT
30'
30•
FULL ]GALLON
N
M
�WANEESE
S-I'
30'
ElA
2
RCIP�I�
BLUEBERRY
1�1GA�IIDN
N
H
FICI15 MICRDGARPA 'GREEN ISLAND'
INSTALL 20' 0.G
FIM
471
GREEN ISLAND ECUs
IM•
la-
I NLL 3 GALLON
N
H
p
.VC
ILL
VIO
ILEX VOYn01M'SQRWNGS DWARF'
DWARF SCHIWNGS HOLLY
12•
12�
LL
INSTA19. O.C'
NLL 3 GALLON
T
X
•d
IXORA COCCINEA 'MAUI YELLOW
I
2{•
1!•
NSTALL 24, O.G
No
30
YELLOW MORA
NLL TO BASE 3 GALLON
N
Y
GL]
UNRIPE MUSCARI 'EVERGREEN GAM'
INSTALL 1!' D.C.
UR
217
EVERGREEN MART EROPE
12•
12•
NLL I GALLON
N
H
NEP
NENUY CLEAN OER 'ICE PINK
is'
19•
INSTALL 24' O.C.
E�-
100
ICE PINK DWARF OLEANDER
PULL 3 GALLONN
H
In
PMDMUS BAP 1311 'AUREUS'
2-3'
2-S
PULL 7 GALLON
PM
2
VARIEGATED DWARF PMDARUS
N
H
PHO
9
PHOENIX ROEBELENH
DWARF DATE PAW
4-5'
"'
TRIPLE HEAD SPECIMEN
N
H
PLV
13
PLUMBAW AURICULATA 'IMPERIAL BLUE'
18•
19•
INSTALL 24. O.G
M
IMPERIAL BLUE PLUMBAGO
NLL 3 GALLON
N
PODOCARNS MACNOPHTLLU4
INSTA2A' O.C.
LASE
PoD
119
YEW PODOCARPUS
{•
14.
NLL BASE 7 GALLAN (YIN.)
N
M
RXAPIS EXCELSA
PULL TO BASE MULT-STEM SPECIMEN
RHA
2
LADY PAW
�M•
3_{•
15 OALLON (MINIMUM)
N
M
24
RUELLA BMIgINIAMA
u•
16.
INSTALL 20' O.C.
M
WE
MEXICAN BLUEBELL
FULL TO BASE 3 GALLON
N
xy
40
SCHEFFLERA ARBORKXIU
DWARE SWEFFLERA
24•
18
FULL TO BASE 3 GALLdI
N
H
TRA
T JASMINOIDES
10-12'
3 RUNNER MINIMUM
4
MHNELOSPERMUM
CONFEDERATE JASMINE
RUNNERS
NLL TREWS lPECOIFN
N
M
SCASONAL COLOR
4'
SC
92
SELECTED BY OWNER
PO1S
TE 1MAYf FlN£ mOR I�IIE T� � �'AI�LL E�'IaEE�M TI 91RA�CE GF M�NµxlNm
i EYOYAL a 11E A00T BALL CNOwNI
A CYI BACK w.w SA9F1! E10w TIE i0P N/iF OP THE ROOT ¢W.
A N�11 Blilf MAP COVLIwW YATEWIt. 9FILW TIE TOP HALF UE THE
REIfLY EAIORE ]YNTIEIIC MUI6Y C,lYF1iK WTEI6Yx.
1 rsw SI—IIn YAn-,s ARE m E IsDII—I P.W GRGI TEL I- G is ESTAsUR • ' Y
G1cTI A Amw (.) YWna PeR suGE TIIm.
. %ASwKnooA PAua 9YWEt w/ BOOIS INTACT. a' Ai1FR OME (11 YEAR IGR PAUa. -\
. >EE MANS ARO 1NFECRKAIMTa iPAWS
MIM .DOTS ro AAIMM W NK
'. f9 El1EE STMi10 OFTN.S MU RAWIFIR '
APPAVVm .Y O.1Lm.
NIIIRACTOR 9WL ASASE PFRCOIATON a PYAMAR.An OF IwE (.) o90G
ALL rWGwI9 NTS PRIOR ro EOTAWTIpL / ExgNIS
rAW
To a w1M)
(Y s�DUJr�sum
�MEIW E�� Pita
ro E 'En.ECME wr
sETaRc wOTE1a w11x x-3 4• cAIwON
Tm wA19C ro NOtD BAT w
AI�iL N0 MALL! lIIAl1 E OmYEN INro
iau� N Im non°�"m xfTx'�iwlrt a
TE rAW FOR MLWATE 9RACINO
�A
3 OMVAI® Re ii NRIwS elRS >R LID' MARE
91.LLL E usm ro SEGUE ALL llwEx. ATRT
wIB901 ON wAE AT IIwF COETTAOT�
TwI3T weE ro MJar wwE TExwoR
MOj(MR CIR IEAOm
//:fG PMwm1 Ax vMOYFO 1Almxlfle
T�1 �- OMY YV.'O Y . {' . 1.• YULM PUlID W.l! - (TTPIIYLJ
(Y Ilm %Ran w000 xAT1OtE S• TRW
Oi uYERs a euWx ro
CIEVILY PIRIRE CNLY OAYAEA DISEASE➢.
nrorEcr TIaNK
OR �'� ��' S' IAYFR APNOYOI Fl�10 T� PROYOE PIAeRINR.
YIU]I NIIIID BACK MOW STAR N SUTAME SW AMO ti110M
Y fRW TRWK F MAR A fvAM� MAL i IECaSARY)
ro MAxAN ^R BARS ro STA9EF>E IRE
O .IYO 91E 10 lIEVMf 9RJN1N '::.`��.'•: •:-•�.�i
' a ���� '�%�' E9KIION ar 1RIR9f PPVARm rLYRMO SPL (AS aPEOfm)
MEIAL CRAOE 6 rl/IfT N CWFAROI ro E THE �''><;� �KMi`•,- y: �� PM91 ORAOL
SAYE AS FlNARD 9RAE 4• . To (IE rT w00D SEAR! Large Tree Planting Detail
(TYF.)— . SUrIaKY '0.FS
TIP E101 eaL rowxan wAm Not To Scale
Shrub/ Groundcover Planting Detail Palm Planting Detail
As —
Not To Scale Not To Scale
L A N D S C AA P E
L D S
DESIGN STUDIO
9581 NW I lth Street
P1e .ho F1..da 33322
Phone_ 5612543397
Emai,
. poul`landesignsiudio aat
W "I le:El
land�signsNdio.net
wn q
T.
.F ➢RE EMJ Gamic
fi3 THE LANT
IL I-
MM
w
G,) M
U�
lT�
rid O
nit
nn�nn
TV
O V/
n�
V
P� O
O
M
Seal.
ANDS Cqp
O �y �E Pc+
y J IA0001402 Z
"LORIDP
Date:
01.05.2023
03.10.2023
04.17.2023
Sheet:
LP-1
Of: One
0
® Existing Vegetation (Off -Site) s} jj (Q�
ll�� To RemainRoyalPatin RE'd g L®t} l4 I 9
oyal Palm .
(oH-site) (ro Be Removed) Royal Palm
_- S84°54' 15"E 161.11' O /i I (Onset) i
Existing A—dn Tree - - _ = y- , ❑4 y Existing'(1'Royal Rem veil)
I Existing Vegetation (To BeRenmved) 1 - - '\\
. (To Be Removed) / % - Existing Vegetation E,nar;ng
Cr. Be Removed) ,~r LIgosOom Ti- -- .
j - (To Be Removed) 4
8;
..i I
v vtl
0
.o
(Overall Parcel Area = 24,828 S.F.
g
v
Z G1
7=4 Existing
Specimen Fig
(To Remain)
I
i
is
II.I Existing Christmas Palms
! (To Be Removed)
Existing RoyalPs' Tabeb sting er S !g I'Ij (To Be Removed) Existing Chrisunu Palms
(To Be Removed) (T'o Be Removed)
11 Existing Royal Palms Existing
_
(To Be Removed) RDY� . _
/•. -__ Existing (To Be Removed)
-- 1C 7G (.: _ Tabebada Trees ' t9
Existing Vegetation (rn Be xema ed> t
Existing (To Be Removed) ^`• i i
Saner iYee Vegetation
(To H<Removed) ! (To Be Removed) \ 09 ✓� ^ • •'Z T-
N84°54'15"W 159.25'
Remainder ®f Lot it 1 O O � Existing \ i
(Mott EIDlduded) cotes -sal.) (oonspimi � tT s l Palmea) —
Existing Vegetation (Off -Site)
To Remain
Mitigation Requirements
Existing Trees To Be Removed
Quantity
Trees Provided
Quantity
Tree #'s: 02, 16, and 17..................................................3
Trees
3 Total Trees Replaced Witb ................................
1-DR, 1-MG, 1-PS
3 Trees Removed
3 Trees Provided
Existing Patens To Be Removed
Quantity
Palms Provided
Quantity
Royal Paten #'s: 03, 05, 07, 13, 14, 15, and 18..............7
Palms
7 Royal Palms Replaced With .........................
5-RE, 3-PE =1-RE, I -PS
Christmas Palm #'s: 08, 09, 10, 11, and 12...................5
Palms
5 Christmas Palm Replaced With .......................
3-AM", 1-AM*, 1-PE
12 Patens Removed
12 Palms Provided
0
r-4
0
a
z
Graphic Scale
10 0 5 30 20 40
an Feet)
1" = 10'-0"
Existing Tree List
EI[Ew-
Scientific\Common Name Ht. Spr. DBH Condition Disposition
D1
FICUS SPECIES
25-30'
45-5D'
84'
FAIR
NUTRIENT DEFICIENT
SPECIMEN FIG TREE
TOREMAIN
02
EAM
PERSAVOCADOERICA A
20-25'
25-3D'
9-/12-
POOR
tt1RU
r sm.oinTREWa
"
03
R0� OONN PASPECIES
455-50'
N/A
N/A
FAIR/GOOD
TpOS�EBSE REMOVED
° 04
LIGUSTRUM S ECIES
20-25,
25-30'
N/A
POORPRIVET
mEvif Ma(,emle
p
05
ROYIYOONNEA SPECIES
U 50'
N/A
N/A
POOR/FAIR
TAPER
TO
PALM
BEEDNNOEV�N
° 06
TMSEASIDE MAHOENEA
12-15'
10-12'
S.5"
POOR
aRos�oO aHoR or gAwL
Roar o,M'cE _ 00. , arnsrr
a
07
ROROYA`PA;;E`I`S
OA
N/A
N/A
FAIR/GOOD
TO BE REMOVED
Q
08
ADONIDIA MERRIWI
QUADRUPLE CHRISTMAS PALM
30-35'
O.A.
N/A
N/A
FAIR
TO BE REMOVED
09
ADONIDIA MERRILLR
30-35'
N/A
N/A
FAIR
TO BE REMOVED
C
QUADRUPLE CHRISTMAS PALM
O.A.
(.r
10
AOONIDIA MERRILLII
SINGLE CHRISTMAS PALM
30-35'
O.A.
N
N/A
N/A
FAIR
TO BE REMOVED
Q
'b
11
ADONIDIA MERRILLII
SINGLE CHRISTMAS PALM
30-35,
OA.
N/A
N/A
FAIR
TO BE REMOVED
12
ADONIDIA MERRILLII
30-35
N/A
N/A
FAIR
TO BE REMOVED
TRIPLE CHRISTMAS PALM
O.A.
13
ROYSTONEA SPECIES
43-50'
N/A
N/A
FAIR/GOOD
TO BE REMOVED
ROYAL PALM
O.A.
14
ROB
N/A
N/A
POOR/FAIR
� TAPER
70
,ONNEAAASSPPECIES
0-550'
BEEDREUNEVEN
MOVED
15
ROYSTON AAASSPPECIES
N/A
N/A
FAIR/GOOD
TO BE REMOVED
ROYAL PTABEBUTA
O-AD'
16
SPECIES
TABEBUTA TREE
30-35'
B-10'
11'
POOR
TO BE REMOVED
17
TATABEBUTAP TREEE W/TRIPLE TRUNK
30-35'
15-1B'
A /ss•/Ins'
POOR
TO BE REMOVED
18
ROYSTONEA SPECIES
45-50'
N/A
N/A
FAIR/GOOD
TO BE REMOVED
ROYAL PALM
O.A.
I
I
• 19
TABEBUTA SPECIES
TABEBUTA TREE CLUSTER
18-20'
12_15'
wlR-nmaK
oubtni
POOR
TO BE REMOVED
* Designates TTees/Falms That Do Not Requite Mitigation.
POLYPROPYLENE
1 EQUAL TO MODEL
1 BY TENSAR EARTH
J TO WOOD HARRIER
WOOD MEMBER
0 MEMBER 6' O.C.(MAK.)
7-
1. BARRIERS SHALL BE ERECTED AT OR BEYOND THE LIMITS OF THE CRITICAL ROOT ZONE (CRZ) OF ALL EXISTING TREES TO REMAIN (SEE PLAN FOR LOCATIONS).
2. THE CRZ IS A CIRCULAR AREA USING A RADIUS MEASURED FROM THE CENTER OF THE TREE. THE RADIUS IS CALCULATED AS ONE FOOT OF RADIUS FOR EVERY
ONE INCH OF DIAMETER AT BREAST HEIGHT (D8H) MEASURED AT 4.5 FEET ABOVE GRADE.
3. BARRIERS SHALL REMAIN IN PLACE UNTIL ALL PAVING AND CONSTRUCTION IS COMPLETE AND ALL HEAVY EQUIPMENT IS OUT OF THE AREA.
4. ANY DAMAGE TO BARRIERS SHALL BE REPAIRED IMMEDIATELY.
S.
CONTRACTOR RESPoHSIBLE FOR TREE PROTECTION SHALL BECOME FAMILIAR WITH, AND ADHERE TO, ALL TREE PROTECTION MEASURES ASOUTLINED IN THE
TOWN OF GULF STREAM CODE OF ORDINANCES.
Tree Protection Barrier Detail
Not To Scale
L A N D S C A P E
LDS
DESIGN STUDIO
9581 MV l Ith Sheet
PMnmhon, Flodda 33322
P"'. 561.254.331,
Email:paul�Jmldesigastudione[
Wabsae Landssigmmdj—
Aulde°,. Wis", A�ne®m„mdHm,
Ind'O D. R9'muibin5'Ilm U+nets
t,na.� A,dn� caw
Evan �Od M�Daal>gdFm UaeOo And W
G iliac 5"a4vl Porox.�me
BErDR You no
1THE —1
M
00
M
G,) M
U
b
aO
1ri_1
O
Oo
�o4-4
O
O
M
Seal:
Date:
01.05.2023
0,.30.2023
03.10.2023
Sheet:
TD-1
Of: One
a
2
I II
I I
IL-2
4.25 I I o
2.00 +
B
r --- _ I
--- N 1 2 - - - - - - 7_0_W.-EL � 5.00 + I .. _.+.
5 DRAINAG ---
OF EHSTIN - EASEMENT N
OF EXISTING a
BULKHEAD � T +
EDGE
�. 41N K -. TRANSITIONN
+ �� �-a 1 '_Ni - WALL + I
4.50 _ -✓� _ EXISTING a-___..r = 3.0-5.0 j !+ +
{M- NYLO-2 4.50 E EC_BID /J +
1 _
1 o
2.00 �Ni- N d
STATI + i '2 __N
NEW SEAWALL STM 5.00 -
TO BE UNDER E - 5.00
SEPARATE
Q PERMIT
1 2 +
MEAN
WA TER HIGH
1 I I 6.00
I I Ir-
�' I
1
1 I
+'
I'
Ic i I f i I
LU I H
O h I; - 5.67..
I
U , . I 6.577 fl I
I
! II 8.67
vl
O PROPOSED
J FUTURE o
DOCK WILL 1
O SE UNDER 1 SEPARATE -I
0_ PERMIT
�! 6.67 6.50
1 I
I I 6.67 - -
6.57
Fl_ �. III II
'>7
6 50 T
1 6.50
MEAN HIGH
WATER LINE 6.30 t t
UNDERSIDE I 60 0 ❑❑
OF EXISTING 1 0 + ❑�
BULKHEAD I 6.00
EDGE J// I
{ NYLO-3
6.50
2.00
1 s p0
NO BE UNDEW
SEAWER
S STM 'I'� Sl
SEPARATE
PERMIT
600"
� I I
STM 5.00
a
w¢o a11>
STM s �Ia STM STM -_ I� II EAi;At70 -1 1 ! I
S M P`^�
-0,• I LOCATION MAP T\TI
v 5r
.00 HIGH r S
GAS _ MASONRY r �� IL-i I ! N.T.S.
WALL 4.00
2.00 1 LEGEND:
I
EGO 4.65
PROPERTY LINE
5.25
_ 5.47
A SECTION IDENTIFIER
I` 71 1 O W I 1 1 PLAN PAGE DETAIL PAGE
6.50 `J - 5.55 >� I - . 4.20
v a + 16.5 PROPOSED ELEVATION
H H 5.75 - I.. , 5.5 3.89 - - `, PO
I DIRECTION OF FLOW
EXISTING ELEVATION
5.80 5.00 I 1 M 2 W I ODENONORETEAPAVING REA OF PROPOSED
�
6%- 0
---z ! DENOTES AREA OF PROPOSED BRICK 3.59 PAVERS SEE DETAIL SHEET 2 -SEE
LANDSCAPE PLANS FOR PATTERN
TRENCH I DEN O
DRAIN TES AREA OF PROPOSED
50 RIM HARDSCAPE BY OTHERS - SEE
EL = 3.1 LANDSCAPE PLANS FOR DETAILS
I''pQ 6.00 ..... NOS A
H + -- - _.�V _.- 4 20 %_ EZ-IDRAI B% SLF 4" HDPE W 1. 2 PROPOSED CATCH BASIN
DENOTES 12" PERF HDPE PIPE IN 3.
o 3.5' WIDE X 0' DEEP ROCK TRENCH
(BOTTOM EL = 1.0' NAVD)
4.50
__ I ;+ x�> n NYLO-1 STRUCTURE TYPE -NUMBER
6.00 RIM ELEVATION
6.94 3/4" STEP (� ¢ + 3.50 INVERT ELEVATION
NYLO NYLOPLYARD DRAIN OR
6" Ste 6.83 � 4. 9 �-27-�, 1 � APPROVEDED EQUAL
P 6.94
PROPOSED He �3 89 I I IL NLINE YARD DRAIN
TWO STORY HOUSE I HDPE HIGH -DENSITY POLYETHYLENE PIPE
FF EL = 7.0' NAVD 6 00 1 T.O.W. TOP of WALL
AVG CROWN OF ROAD EL = 2.6' NAVD 4.50 _
TBD TO BE DETERMINED
I
.67
Z% I SLF - 4" HDPE I
1 450 3 89
M
6.30 H 8 ay 4 20 I 8% TRENCH
❑❑ ❑ m DRAIN RIM
+ POOL EQUIPMENTM` u N EZ-DRAIN 1 EL = 3.1
INV EL = I
(NOTE: UNlis i01.5 I
BE RAISED 4.50 TO A >
MIN. ELEV. 7.p• \
\ �c1 N.A. V. D.)
1 I
5 50 5.00 IL-4 1 I
4.00
2.00 I
TM �.... srM
5.00 i a M STM I
4.50
_ O
+ N h
a + N.
m N
TRANSITION WALL `� �i n
+ EL = 3.5-5.0+ +
EXISTING RESIDENCE '0
FLOOR 6.501 I SITE 24825
+ UNDERROOF
1 2 OUTSIDE ROOF
I
NOTE: CONTRACTOR TO FIELD NOTE: RETAINING WALLS SHOWN 15.
SCALE: 1'� = 10�
CALL 48 HOURS BEFORE YOU DIG. -s o m zo
VERIFY EXACT LOCATION, SIZE, AND HEREIN DEPICT LOCATION AND
ELEVATION OF ALL IMPROVEMENTS ELEVATION REQUIREMENTS ONLY. zoo' IT'S THE LAW s s
NOTE: SEE LANDSCAPE [NOTE: SEE LANDSCAPE AT TIME OF CONSTRUCTION AND STRUCTURAL DESIGN PER I� 1-800-432-4770PLANS FOR HARDSCAPE LANSFOR BRICK PAVER REPORT ANY DISCREPANCIES TO MANUFACTURER SPECIFICATIONS b ® C IS DGNT G IS Rr VIDED FOR IN ASSOCIATES, wc.MATERIALS & SPECIFICATIONS ATTERNS ENVIRODESIGN ASSOCIATES, INC. OR TO BE PROVIDED BY OTHERS. Know what's b2I0W. THIS DRAKING 6 PROVIDED FOR IA REGISTERED PURPOSES ONLY,
I Call before DU dig. SUNSHINE STATE ONE CALL OF FLORIDA, INC. uN Ess sGNEo AND SEA ED BY A REGISTERED PROFESSIONAL
y 9 ENGINEER REPRESENTING ENNRODESIGN ASSOCIATES, INC.
� - - ,
F�+_,
OW. EL=50NYLO-34.25200
} Q 6
K
w �
0
x w
S o o
ion
tee®
001
Qi
0
C)
W Q
O
W
c O In
�W a
^Q^ O a
co C7
F
z
F m
a va
r�/1 oat
z eM
O P a° n
mN LL
a ov_ Do, z0
Oj W
wQ z 0.
0
Pam. U 3 0
z
ww I
0 a
<N
0
P �NN
w m
z_
Ch
z
W
DRAWN:
B.A.H.
CHECKED:
J.A.P.
DATE:
05/01/23
JOB NO.
22133-ENG
SHEET NO.
1 OF 4
R R
POLO DR
FF EL = 20.0' R/W
7.0' NAVD TRENCH
4.50 3.89 nF DRAIN RIM
PAVER /
DRIVEWAY SEED MATCH
DETAIL SHEET 2 EXIST EL
= +2 4
A DRIVEWAY SECTION
2 NOT -TO -SCALE
INLET ELEVATION
(SEE PLAN)
100% TOP OVERLAP
0 FT NAVD
NOT:
)P OF TRENCH
0 FT NAVD
p5 WAS E
IP OF PIPE
(lYP)
12"•
5.0'
PRO105E0
DIAMETER
12"•
STRUCTURE
PERFORATED
DIAMETER
00 FT NAw
H D.P E
H.D.P.E.
INVERT TTP
°r 5 WASHE RODIY
1NANAVDAIRAFl
r q�e
140N OR
CH BOTTOM
TRENCH
(TYP)
APPROVED EQUIVALENT
FILTER FABRIC
1.50 FT NAVD
CONTROL ELEVATION
a
• UNLESS OTHERWISE NOTED ON PLAN
PERFORATED PIPE TRENCH
N.T.S.
1.50 FT NAw
CONTROLCONTROL ELEVA�10��
• UNLESS OTHERWISE NOTED ON PLAN
PERFORATED PIPE TRENCH
N.T.S.
R
T.O.W. EL = 5.0
5D 5.25 6" SWALE EL
= 4.50 MATCH
) Z� EXIST EL
= t3.0
CONCRETE DRIVEWAY. .__.
SEE ARCH PLANS
FOR DETAILS
B NORTH SECTION
2 NOT -TO -SCALE
DUCTILE IRON INLAY GRATE
RED DOT
BUILT-IN LOCK BLOCK
FOR
6.1"-^MIN. 4"--
GRATE LOCKDOWN
CONCRETE
FLOOR SLAB
"
OR PAVEMENT-o
j\\
x/\
SOIL��/
SUBGRADE
F
.
CROSS SECTIONAL VIEW
TRENCH DRAIN
R
= 4.5-6.0
C WEST SECTION
2 NOT -TO -SCALE
GRATE NO. 502
BEDDING
CONCRETE CONCRETE
FLOOR SLAB
OR PAVEMENT
'-'POLYDRAIN
CHANNEL
.e POLYLOCK
�\ LOCK
/'� TOGGLE
\\�\\ ARBOR
I
A8T, INC. P.O. Box 837/259 Murdock Road/Troutman, N.C. 28166
800-438-6057 (U.S.. Canada and Me ico) or (704) 528-9806
Fax: (704) 528-5478
--OR APPROVED EQUAL"
18" DRAIN BASIN r
DUCTILE IRON FRAME418 `C •(1)
AND GRATE
INLET AND DUVET
ADAPTERS AVAILABLE
4• THRU 18" VARIABLE INVERT �_•(1
HEIGHT VARIABLE OVERALL .(1) ADAPTERS CAN BE
VARIOUS TYPES OF HEIGHT •(2) MOUNTED ON ANY
OUTLETS WITH OF
ANGLE ONTO 359 I. TO
ADAPTERS FOR: DETERMINE MINIMUM
ANGLE BETWEEN
ADS N-12 a •(2)MAXIMUM ADAPTERS SEE DRAWING
SOR-35 5EWER 3 RECOMMENDED NO. 7001-110-013.
SCHEDULE 40 DWV OVERALL HEIGHT 10'
CORRUGATED PVC
RIBBED PVC
11 DRAIN BASIN
R
T.O.W. EL
FE EL =
= 5.0
7.0' NAVD 6.50
5.50 q 50
MATCH
EXIST EL
HARDSCAPE BY
OTHERS SEE
LANDSCAPE
PLANS
SOUTH SECTION
2 NO -TO-SCALE
CONCRETE EMENT COLLAR
_
SHOULD EXTEND
UNDER ONE FULL
WIDTH OF BRICK
SAND
BENDING
.00""'• O"'
-_ - -
17" COMPACTED
SUBGRADE
4" LIMEROCK BASE COMPACTED TO 987 PER
TO 98% PER
AASHTO T 180 OUTSIDE RIGHT OF WAY.
AASHTO T-180
6" LIMERDCK BASE COMPACTED TO 98% PER
AASHTO T-180 INSIDE RIGHT OF WAY.
SECTION
PAVER DRIVEWAY DETAIL
18" HOPE
RISER WITH
DROP IN
GRATE
12" HDPE PIPE
3/4" WASHED ROCK
WRAPPED IN MIRAFI
-� FABRIC OR APPROVED
EQUAL
18" INLINE DRAIN DETAIL
NOT -TO -SCALE
CALL 48 HOURS BEFORE YOU DIG.
IT'S THE LAW
/ 1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
Know what's below. ® COPYRIGHT 2023 BY ENNRODESIGN ASSOCIATES, INC.
THIS ORAWNG IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY.
�] before UNLESS SIGNED AND SEALID BY A REGISTERED PROFESSIONAL
U @fOFO YOU d19. ENGINEER REPRESENTING ENVIRODESIGN ASSOCIATES, INC.
s^
F
o
- a
s
o_
ao
C5
qg
3N -
CD
O�
W
cn
a
w Pz� Q
W W W a
Q Fit O �
O Q
z Q CD a
D]
F
E
F m
a a
(/) O a N
z�
O M
Uz0
mN z4
16 fro a Q¢t4
o�mz=m
O13
W ry
WV IS
Z �30
z�d�
� I
a
¢aN
w '�m
W f
a
z
w
DRAWN:
H.A.B.
CHECKED:
J.A.P.
DATE:
05/01/23
JOB NO.
22133—DTL
SHEET NO.
20F4
PAVING, GRADING AND
DRAINAGE NOTES
1.
ALL PAVING AND DRAINAGE WORK IN THE PALM BEACH COUNTY (PBC)
OF 0.08 GALLONS PER SQUARE YARD, UNLESS A VARIATION IS APPROVED BY THE
RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL ACCORDANCE WITH THE PBC
ENGINEER.
LATEST STANDARDS. ALL PAVING AND DRAINAGE WORK IN THE FLORIDA DEPARTMENT
OF TRANSPORTATION (FDOT) RIGHT-OF-WAY SHALL BE CONSTRUCTED IN FULL
1E
ASPHALTIC CONCRETE SURFACE COURSE SHALL BE IN ACCORDANCE WITH SECTION
ACCORDANCE WITH THE FOOT LATEST STANDARDS.
334 OF THE FOOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION,
LATEST ADDITION. THE THICKNESS OF THE SURFACE COURSE SHALL BE AS SHOWN
2.
COMPACTED SUBGRADE SHALL BE COMPACTED AND MEET THE DENSITY
ON THE DETAILED DRAWINGS.
REQUIREMENTS AS DETERMINED BY THE AASHTO T-180 SPECIFICATIONS. SUBGRADE
SHALL EXTEND 12 INCHES BEYOND THE PROPOSED EDGE OF PAVEMENT AND/OR 6"
12.
ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (MINIMUM) 28 DAY COMPRESSIVE
BEYOND VALLEY GUTTER, TYPE "F" CURB & GUTTER, OR TYPE "D" CURB. SUBGRADE
STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL
SHALL BE 12 INCHES THICK COMPACTED TO 987 ACCORDING TO AASHTO T-180.
CONFORM WITH THE FDOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED
ALL MUCK, STUMPS, ROOTS OR OTHER DELETERIOUS MATTER ENCOUNTERED IN THE
AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS. COMPRESSIVE STRENGTH.
PREPARATION OF THE SUBGRADE SHALL BE REMOVED COMPLETELY FROM THE
CENTERLINE OF THE ROADWAY TO A WIDTH OF TEN FEET BEYOND THE EDGE OF
13.
PAVEMENT TRAFFIC STRIPES AND MARKINGS SHALL BE IN ACCORDANCE WITH CITY OF
PAVEMENT. IF SUBGRADE IS REQUIRED TO BE STABILIZED, THE REQUIRED BEARING
DELRAY BEACH CURRENT STANDARDS AND/OR MANUAL ON UNIFORM TRAFFIC CONTOL
VALUE DETERMINATIONS SHALL BE MADE BY THE FLORIDA BEARING TEST, TEST
DEVICES FOR STREETS AND HIGHWAYS, AND/OR PALM BEACH COUNTY TRAFFIC
METHOD "C" OF AASHTO T-180 SPECIFICATIONS.
DEPARTMENT TYPICAL T-P-21, WHERE APPLICABLE.
3.
SHELLROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 250 OF
14.
SEQUENCE OF CONSTRUCTION - THE SEQUENCE OF CONSTRUCTION SHALL BE SUCH
THE FLORIA DEPARTEMENT OF TRANSPORATION STANDARD SPECIFICATIONS FOR ROAD
THAT ALL UNDERGROUND INSTALLATIONS OF EVERY KIND THAT ARE BENEATH THE
AND BRIDGE CONSTRUCTION, LATEST EDITION. THE THICKNESS OF THE SHELLROCK
PAVEMENT, SHALL BE IN PLACE AND HAVE PROPER DENSITY PRIOR TO THE
BASE SHALL BE AS SHOWN ON THE DETAIL DRAWINGS AND SHALL BE COMPACTED
CONSTRUCTION AND COMPACTION OF THE SUBGRADE.
TO A DENSITY OF 98% OF THE MAXIMUM DENSITY AS DETERMINED BY AASHTO
T-180. THE SHELLROCK SHALL HAVE A MINIMUM OF 40% CARBONATES OF CALCIUM
15.
INLETS AND MANHOLES - ALL INLETS AND MANHOLES SHALL BE CONSTRUCTED IN
AND MAGNESIUM IN THE MATERIAL.
ACCORDANCE WITH THE FOOT SPECIFICATIONS, LATEST EDITION, AND ROADWAY AND
TRAFFIC DESIGN STANDARDS, LATEST EDITION, AND PBC STANDARDS LATEST EDITION,
4.
LIMEROCK BASE SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION 200 OF THE
WHERE APPLICABLE.
FDOT STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST
EDITION. THE THICKNESS OF THE LIMEROCK BASE SHALL BE AS SHOWN ON THE
15.
GRATE ELEVATIONS REFER TO THE FLOWLINE OF THE GRATE.
DETAILED DRAWINGS AND SHALL BE COMPACTED TO A DENSITY OF 98% OF THE
MAXIMUM DENSITY AS DETERMINED BY AASHTO T-180.
17.
GRADES SHOWN ARE FINISHED GRADES.
S.
MUCK AND PEAT - IF MUCK AND/OR PEAT ARE ENCOUNTERED IN THE ROAD OR
18.
EXISTING AVERAGE ROAD CROWN ELEVATION = 2.58' N.A.V.D.
PARKING AREA, THEY WILL BE REMOVED COMPLETELY TO A WIDTH OF TEN FEET
BEYOND THE EDGE OF PAVEMENT AND SHALL BE BACKFILLED WITH GRANULAR
19.
REINFORCED CONCRETE PIPE - THE PIPE SHALL CONFORM WITH THE REQUIREMENTS
MATERIAL. IF HARDPAN IS ENCOUNTERED IN THE SWALE AREA, IT WILL REMOVED TO
OF CLASS III OF ASTM C-76 AND WITH THE FOOT SPECIFICATIONS, LATEST EDITION.
A WIDTH OF TWO FEET AT THE SWALE INVERT AND REPLACED WITH GRANULAR
THE FIRST JOINT OF PIPE ENTERING OR LEAVING A MANHOLE OR INLET SHALL BE
MATERIAL.
WRAPPED WITH FILTER FABRIC PER FOOT SPECIFICATIONS.
6.
WHERE SOD IS DESIRED, LOWER THE GRADE 2 INCHES BELOW THE FINISHED GRADE
20.
CORRUGATED ALUMINUM PIPE SHALL MEET THE REQUIREMENTS OF AASHTO M196. AND
TO ALLOW FOR THE THICKNESS OF THE SOD.
SECTIONS 125, 430 AND 943 OF THE FDOT STANDARD SPECIFICATIONS FOR ROAD
AND BRIDGE CONSTRUCTION, LATEST EDITION.
7.
CLEARING AND GRUBBING - WITHIN THE LIMITS OF CONSTRUCTION ALL VEGETATION
AND ROOT MATERIAL SHALL BE REMOVED.
21.
MEASUREMENT OF THE LENGTH OF PIPE SHALL BE FROM THE CENTER OF THE
STRUCTURE TO THE CENTER OF THE STRUCTURE.
8.
GUMBO - WHERE GUMBO OR OTHER PLASTIC CLAYS ARE ENCOUNTERED, THEY SHALL
BE REMOVED WITHIN THE ROADWAY AND PARKING AREAS ONE FOOT BELOW THE
22.
PIPE BACKFILL - REQUIREMENTS FOR PIPE BACKFILL CROSSING ROADS OR PARKING
SUBGRADE EXTENDING HORIZONTALLY TO THE OUTSIDE EDGE OF THE SHOULDER
AREAS SHALL BE DEFINED IN THE FOOT SPECIFICATIONS, LATEST EDITION. PIPELINE
AREA.
BACKFILL SHALL BE PLACED IN SIX INCH LIFTS AND COMPACTED TO 100% OF THE
STANDARD PROCTOR (AASHTC) T-99 SPECIFICATIONS.
9.
PRIME COAT SHALL BE IN ACCORDANCE WITH SECTION 300 OF THE FOOT STANDARD
SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITION. PRIME COAT
23..
THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER THREE (3) CERTIFIED COPIES OF
SHALL BE RC-70 OR ASPHALT EMULSION PRIME (AEP). PRIME COAT SHALL BE
A CHEMICAL AND SIEVE ANALYSIS OF THE SHELL ROCK BY A STATE OF FLORIDA
APPLIED AT A RATE OF APPLICATION NOT LESS THAN 0.10 GALLONS PER SQUARE
CERTIFIED LAB WHEN CONSTRUCTING A SHELL ROCK BASE FOR ROADWAY.
YARD FOR LIMEROCK BASES AND NOT LESS THAN 0.15 GALLONS PER SQUARE YARD
FOR SHELL ROCK OR COQUINA SHELL BASES.
24.
PRIOR TO CERTIFICATION OF THE DRAINAGE SYSTEM, THE CONTRACTOR MUST PUMP
DOWN AND LAMP THE DRAINAGE SYSTEM FOR INSPECTION BY THE ENGINEER AFTER
10.
TACK COAT - BITUMINOUS TACK COAT SHALL CONFORM WITH THE REQUIREMENTS OF
FINISHED ROCK FOR THE ROADWAYS HAS BEEN INSTALLED.
THE FOOT SPECIFICATIONS, LATEST EDITION AND SHALL BE APPLIED AT THE RATE
GENERAL NOTES
1.
CONTRACTOR SHALL PROTECT ALL PERMANENT REFERENCE MONUMENTS AND TAKE
AS PAVING SHALL DEVELOP 3000 p.s.i. (MINIMUM) 28 DAYS COMPRESSIVE STRENGTH.
ALL PRECAUTIONS NECESSARY TO AVOID SURVEY MARKERS DURING CONSTRUCTION.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF PERMANENT REFERENCE
11.
ALL UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF
MONUMENTS DISTURBED DURING CONSTRUCTION, AT NO ADDITIONAL COST TO THE
THE LOCAL UTILITY.
OWNER.
12.
ENVIRODESIGN ASSOC. INC. SHALL NOT BE RESPONSIBLE FOR THE SAFETY OF THE
2.
CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING
WORKERS OR THE GENERAL PUBLIC. CONTRACTOR SHALL BE RESPONSIBLE FOR
UNDERGROUND UTILITIES WHETHER OR NOT SHOWN ON THE PLANS. UTILITIES SHOWN
PROVIDING SAFETY TO THE WORKERS IN ACCORDANCE WITH OCCUPATIONAL SAFETY
ON THE PLANS ARE FOR REFERENCE ONLY AND MAY NOT DEPICT ACTUAL
& HEALTH ADMINISTRATIONS (OSHA) REQUIREMENTS AND THE SAFETY OF THE
LOCATIONS. CONTRACTOR SHALL NOTIFY ALL UTILITY COMPANIES FOR LOCATION AND
GENERAL PUBLIC.
DEPTH OF THEIR LINES PRIOR TO CONSTRUCTION.
13.
ALL MATERIALS AND WORKMANSHIP MUST BE IN ACCORDANCE WITH THE LOCAL
3.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE
UTILITY STANDARDS AND SPECIFICATIONS.
DEENERGIZING OF POWER LINES AND/OR HOLDING POWER POLES DURING
CONSTRUCTION AT NO ADDITIONAL COST TO THE OWNER.
14.
THE CONTRACTOR SHALL CALL SUNSHINE 1-800-432-4770 48 HOURS BEFORE
DIGGING FOR FIELD LOCATIONS OF UNDERGROUND UTILITIES.
4.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE
REPLACEMENT OF TRAFFIC LOOPS IF DAMAGED DURING CONSTRUCTION AT NO
15.
CORRUGATED ALUMINUM PIPE USED BENEATH PAVEMENT SHALL BE IN CONFORMANCE
ADDITIONAL COAST TO THE OWNER.
WITH SEC. 8.24.E.5.i
5.
ALL ELEVATIONS REFER TO N.A.V.D. 1988. MINIMUM FINISHED FLOOR ELEVATION FOR
16.
ALL CONSTRUCTION ACTIVITY, INCLUDING TRENCHING, IS TO BE A MINIMUM OF SIX
ANY RESIDENTIAL STRUCTURE SHALL BE SET AT OR ABOVE ELEVATION 8.0' (WHICH
FEET FROM THE BASE OF ANY TREE THAT IS DESIGNATED TO REMAIN.
IS ABOVE THE 100-YEAR FREQUENCY STORM & AVERAGE CROWN OF ROAD + 18").
17.
ALL LIMEROCK AND BASE MATERIALS SHALL BE REMOVED FROM THE PLANTER
6.
SHOP DRAWINGS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO
AREAS/ISLANDS AND REPLACED WITH APPROPRIATE PLANTING SOIL PRIOR TOT THE
CONSTRUCTION OR INSTALLATION AS REQUIRED BY THE ENGINEER OR BY THE
LANDSCAPING OF THE SITE.
APPROPRIATE GOVERNING AGENCIES.
18.
THE REMOVAL OF ANY TREE ON THE SITE IS PROHIBITED WITHOUT THE REQUIRED
7.
CONTRACTOR SHALL BE RESPONSIBLE TO SECURE AND PAY FOR, AT NO ADDITIONAL
PERMITS.
COST TO THE OWNER, ALL NECESSARY PERMITS, FEES AND LICENSES.
19.
ALL MATERIALS AND CONSTRUCTION WITHIN THE FOOT RIGHT-OF-WAY SHALL
B.
CONTRACTOR SHALL BE RESPONSIBLE FOR GIVING THE REQUIRED NOTICES AND
CONFORM TO THE FOOT DESIGN STANDARDS FOR DESIGN, CONSTRUCTION,
COMPLYING WITH ALL PERMIT(S) CONDITIONS.
MAINTENANCE AND UTILITY OPERATIONS ON THE STATE HIGHWAY SYSTEM (LATEST
ED.).
9.
CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE AND PAY FOR THE HOLDING
OF OTHER UTILITY POLES DURING CONSTRUCTION AT NO ADDITIONAL COST TO THE
20.
LANE CLOSURES WITHIN THE FOOT RIGHT-OF-WAY SHALL BE LIMITED TO THE HOURS
OWNER.
OF 9AM-3PM, MONDAY-FRIDAY EXCLUDING GOVERNMENTAL HOLIDAYS. MAINTENANCE
OF TRAFFIC SHALL BE PROVIDED IN ACCORDANCE WITH INDEX 613 OF THE FOOT
10.
ALL CONCRETE SHALL DEVELOP 2500 p.s.i. (MINIMUM) 28 DAY COMPRESSIVE
DESIGN STANDARDS (LATEST ED.)
STRENGTH OR GREATER WHERE NOTED ON PLANS. CLASS I CONCRETE SHALL
CONFORM WITH THE FOOT SPECIFICATIONS, LATEST EDITION. CLASS I CONCRETE USED
CALL 48 HOURS BEFORE YOU DIG.
IT'S THE LAW
15- 1-800-432-4770
SUNSHINE STATE ONE CALL OF FLORIDA, INC.
KDOW what's below. ® COPYRIGHT 2023 BY ENNRODESIGN ASSOCIATES, INC.
before
DRAWING IS PRONGED FOR INFORMATIONAL PURPOSES ONLY,
Call before you dig9 UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER REPRESENTING ENNRODESiGN ASSOCIATES, INC.
Y Q
s �
o �
i
Ljg
3� -
- a c+
W Q
Wcf) G1
d'
w a
W Q C a
Cw7 Q' o'J C7
DO
E-E
d �
E m
� �aN
z �M
p .o
Cc Uz0
�N a O
L4o
El"
0U-zom
01 W F
N v a
DjQ� moo"
Z
z���
W wow
m C'
4�2
W f
a
z
W
DRAWN:
B.A.B.
CHECKED:
J.A.P.
DATE:
05/01/23
JOB NO.
22133-DTL
SHEET NO.
3 OF 4
I r — — — — — — — — — — — — — — — — — — — — — — — — 5' DRAINAGE EASEMENT —
L
UNK F-,CC
E C. Box
EXIS LIF T .0.
LSTMIx I — S
S STM S
to
0
X
O 1-N
TEMPORARY SILT
FENCING (TYPICAL)
SIM , STM —� STM,
L'NK FENCE
- -ZZ —
S
TM — TM -._ STM
TEMPORARY SILT
FENCING (TYPICAL)
cl.
CONSTRUCTION
ENTRANCE
LOCATION TO BE
DETERMINED BY
CONTRACTOR AS
NEEDED
li'
7,
71
I I
TM TIM•S
STM
Know what's below.
Call before you dig.
SCALE: 1" = 10'
j i 10 20
Wlrm��
5 15
COPYRIGHT 2023 By OARO ESIGN ASSOCIATES, INC.
THIS DRAWNG IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY.
UNLESS SIGNED AND SEALED BY A REGISTERED PROFESSIONAL
ENGINEER RMRESENMNG 04MRODESIGN ASSOCIATES, INC.