2061 Beach Ave 2012 Pool Spa ki ll�)
yll
I
r
If
ED
IF
11 E
31
r
IF F
!!Fm 0
U. Lu
11204 LLJ
Ell m
IF ZjIF
If
'27 IF
IF, :,Iff,
II If
I t I I ;
7,7
7p udl
kf f
LL
9.7
249
114
u u
AIRY
1, If 25Z m
2T 221; 2
If 213 > > F3" LU LU
i LIMITR OF P ROJECT AREA 2"FF
. . . . IL ca ca
u
>
LD
z 0 C)
u 06
AREA ..... . ..... A In
0 LLJ r`F4 Z
.1 . . .. . . "If . 1 11 If m 1� mF - - - - - - -- - If I
. . . . . . . . . . j
. . . . . . FTI
. . . . . . . . . .
>
. . . . . . . . . . -Z
. . . . . . . . . .
. . . . . . . . . . . . . .
Lu
r L LIMJTS OF REA z
IF I
IF
11.7
I IF off- If -
fi �Zlir
FAG IF
- I ii,
IF It RZ 7�6,
IF
No, Roo
FE
Gov
Cenificate of AuthI No. 28177
jT:
F 14603 BEACH BLVD., SUITE 2100
JACKSONVILLE, PL 32250
LEGEND:
IF] I PH 904-223-9773 FX 866-832-9236
EXISTNG VEGETAf TO
REMAIN UNDII
HOME RENOVATION FOR
If
RICHARD MIMI SHAW
It
Fir
GOI
PROPOSED SITE PLAN
rL
�j
q PROPOSED SITE PLAN
SOALEr V 20
It
r t WTS
F RRW
WTS
12008
NORTH
S�E 1-=20�-
2012Z C381
h�AR
`tU (M
AS NOTED
lr
If
IF
rI IIIIIIIIf,
COASTAL 2 y u <1 By sm'-
CONSITSUCTION x w w MEAN HIGH
CONTROL LINE z z L WATER LINE E
X .5
It
M
JP-
GENERAL
26 6 Is
>
PERMIT 0
LINE
z 2
) . 36 ' IR
13 13RICK2VVALK
I L !
, , I : I PROJECT NORTHERN LIMITS
f 22 . 5 7 . 6 1
2 3 (S 0 V)
I LL. Lj
7 v) LU
1 i I Z
ELeV -20 By
if T , I BOTTOM OF PILASTER It
I m
PTAkFER
f: PLANTER
L:
t 'b EE
t Ell
IEDIGE OF ETER 10 ECK It
L OR UL I I z uj In
It C.)
LL
BEACH DUMP
A\
t \ 3 \ GRASSES 00
U. <
I U = m: =
z u u
IF
V)
0
LU LU
if U) CO CID
Z U
DECK ELEV. 223Y 0 0 I'D
z
If (20 9)AiimimmimI� ROTE TED
AREA u
LU 06 rq Z
I z LLJ
It 4 1 1
L5vL 1 0
If
'If kIV/1 6 . 4 MEAN HIGH 0 <
WATER LINE
LLI
fL COASTAL
I i CONSTRUCTION u
CONTROL LINE
It CID
z z i
UL1
POOL
FUEL Lu
24 x 16- LU I
I
It z
)( 8�,. 0
It III
V/ m
It z
<
!d
H&SOIt'
(20AY)
It
//1/2 Nl �citltoue EMI
DECKELEV. =22,"I
LpLm
IT
if
Cell of AUthority No. 28177
14603 BEACH BLVD., SUITE 2100
]EACH DUNE GRASSIES JACKSONVILLE, FL 32250
it�
g PH 904-223-9773 FX 866-832 9236
VitJ
Lit
JH 'i
-T—
Vt PROJECT HOME RENOVATION FOR
4 EASTERN
if BOTHOM OF P-ANTER 4 GRAVITY SEWER PVC
4T GRAVIT Y SEWER PVC PIT EV 20�00 PLANTER LIMITS
PILANTER RICHARD MIMI SHAW
EDXOF 4
3
PROPOSED GRADING
A\
973 AND DRAINAGE PLAN
IL WALL ELEVATION SLOI
t,
�JECT 388'-T
lo CONSTRUCTION SOUTHERN
CONTROL LINE LIMITS
2 it tT tttl DESIGNED By
WTS
i1i 1 4 11 1 :1 1 21 . 2 GENERAL z
flil 1 F Ail i I I I PERMIT w H
f LF l 4 LINE IP---MEAN IGH F
WOOD CUT AND FILL L iI
WATER LINE
J RRW
Q 1 7 al�sy
If
fl I I I NEWPOOLEXCAVATION ITCU. YDS
WTS
4
p4
. 4
T
��BEACH C
PROPOSED GRADING AND DRAINA95 P "AN
FILL. th"t
If SCALE lie - I-A7
REARYARD (CCEAAf PILL REQUIRED EASTOF CCCL 418 CU "If 12008
NOTE ELEVAI IONS SHOWN ON DECK, SPA AND POOL IN PARENTHESES AREA GBIVE ELEVATIONS REARYARD (OCEAN SIDEE FILL REQUIRED WESTOFCCCL 268CU YDS
C4o0
NORTH
TOTAL FILL REQUIRED 675 CU. YOS MAR 2012
If it I i li[ , �6 CU,INS. - 17 CU, YDEL = 859 CU LOS SODITIONAL FILL SCALE 1/4'- 1 t0-
NOTE: ADDITIONAL FILL WILL BE DEP APPRIONED CLEAN FILL FROM il AS NOTED
FRONT YARD EXCAVATIONS AND OFF SITE 0 1 z 4-
ITT, a 11 t . 1 1 QUIttlEtAI ,
it
GENERAL .... ..
PERMIT I
z z
LINE APPROXIMATE EDGE m
OFVEGETATON ,/ k;' ENS " '!k
COASTAL /
MEAN HIGH
ONSTRUCTiON N WATER LINE
It C X N
CONTROL LINE It lll'9 21 `7`2 L,
22 . 3 T�
1-T
BERMUDAGRASS MUHLYGRASS
/7
It
l'T
i it <
GRILL
AREA 0
0
I r -7 U-
V) Lu
z z �— rn
3: < V) rn
0
.3
or
Lj
. . . . . . . z < LL
0
/Tl . . . . . u)
LU
Z m X
/ - ::J L) u u
V)
GENERAL
PERMIT MEAN HIGH
< WATER UNE ui Lu
> ca co
LU
STAL
CONSTRUCTION
CONTROL -INE U
z 0
POOL LU
Zi 16' POOL UL! u 06
I � <'T' Lu
LIE
<
z C
)IT u
T
�:
Lu
z
t I /Y/V
4
- - - - - -- - - - - - - - - - - - - No FMGNI�Ilissue
t Date
amusat
MEAN HIGH
�42 .. . . . . . sulG*Wmgrbo
WATER LINE
— — -- — — — — — —
22/ . . . . . . 4 Certificate of Aui No. 28177
14603 BEACH BLVD., SUITE 2100
JACKSONVILUE, FL 32250
PH 904 223-9773 FX 866 832-9236
CONSTRUCTION
CONTROLLINE - 5 6
APPROXIMATE EDGE
W-9-
r) GENERAL
T MIN LOW I
KEYSTONE CAP UNIT
PERMEABLE SOIL
r PERMIT OFVEGETAl HOME RENOVATION FOR
LINE
TING PLAN
PROPOSED PLAN RICHARD & MIMI SHAW
SCALE, 114-= I U
TANDARD
KEYSTONE 8 LEGEND:
UNIT PROPOSED PLANTING PLAN
Standard Elevation
UNITDRAINAGEFIL
kk 24-
TO BE PLANTS)WITH
' CRUSHED
IND
ROCK OR STONE) 6 BERMUDAORACQ
LAI 1W
APPROXII TE z DESIGNED By
U11111 OF w TOBEPLANTEOWTH WTS
3N a MILDLY GRASS
EX
RETAINED SOL HoWled Gr�e RRW
It
I i I cFiwN=0 BY
PROPOSED NEW
V PERFORATED PVC
WTS
TO NE PITACEO ON LEVEL Cap Unit Plan nit Plan DECKING
r BACKFILL AND EXTENDED OVERTIME Standard Plan
EG PRI
NOTE FIBERGLASS PINS PLACE NEXT UNIT.
��UNREINFORCFD UNIVERSAL CAP UNIT OPTION Pill. �Ilk
WHEN SITE Coli HUNS CONCRETE PULL GRID TAUGHT AND BACKFILL DIMENSIONS & 12008
NORTH
REQUIRE. WRAP DIUMNAGE ORCRUSHEDSTONE STAKE AS REQUIIRED. EXISTING VEGETATION TO
TILE IN 34-AGGREGATE AND STANDARD UNIT AVAII-ABLUTYWILL STRAIGHT S CAP UNIT OPTION
LEVELING PASS VARY BY REGION D Mel =KY REMAIN UNk)ISTRUBED
I 1 1! 1t ; FILTER FABRIC WITH DIMENSIONS MAY SCALE. IN' V4T MAR., 2012 C5 . 0
1 1 DRAMNAGE COMIPOSTE OR VARY WI
TYPICAL REINFORCED PLANTER SECTION GRID & PIN CONNECTI it
't
AGGREGATEBACKDRAIN ON BY REGION
SYSTCm,AsUIXRCTEDBY �T 0 1- 2 4-
GEOTECHNICAL ENGINEER SRI Und-Near Velliml SeRmick AS NOTED
lj Tl�ll
I 1 11
last 4 ,
IT I
lk
Lit
ItI
I I I I I I : r \ I � llr\ -7- e/,k t A Izsl�� ktllz
e./b - e-111i /,/� � I I & `. ,�
e/q) vvolk e/b
ji olk vvclk ...lottit"
vv c) /k
I PLANTER 51 PLAINTER
OILY IS 2 l0l U-TE 17-4E I 19T, 7-2" 5-0- Ul
LL LI
LLJ
RILL
AR:� ]
FIRE PIT
till V)
It
' ' I
if
uj
it
it It
z IIII. >
it I Y 0 < LL
; 1 41 �11 It
wi EL
U
D
u u
It < <
it LLJ Lu
L V,
it ! : I q ca co
4
E
z rj u
0
1I Sr L) C,6 z
71 <
POOL POOL ...j
F-
IS
Lu
zP L
IT
17 , 1 1
2-
L
5 ) ;N RESINISEnAssue
0
r
I r
e 1
ELI 1
lj�
it WATPRE
i
CLOPET
IT T L d, Certificate of Autthority No. 28177
it I I PLANTER
I r
i.
14603 BEACH BILVID., SUITE 2100
16r 0. SHIP X C JACKSONVill-LE, FIL 32250
—————— —— —— —— —— q 112� — — — — — — — — — ——— —— PH 904-223-9773 FX 866-832-9236
I IF
HOME RENOVATION FOR
5 RICHARD & MIMI SHAW
L
lvb �
l vvbh rHil,-1, I SHUT TITLE
PROPOSED LIGHTING PLAN
It
it
It
I At I PROPOSED LIGHTING PLAN LIGHTING A E
It
SYMBOL FIXTURE QUANTITY BULB UJIMENS MOUNT MOUNTING HEIGHT
r I vffs
I:
NOTE:ALL EVERIFUME LIGHTS TO BE WALL MOUNTED
EVERUJI 24 LED, ISO LUMENS WALL OT ABOVE DECK
MAMMUM HORIZONTAL CENTURIFINE MOUNTING LIGHT CLIFF RRW
HEIGHT OF 20-ABOVE DECK OR STEIP TREAD
Ilk! I
I JANDYLEV 1 LED, 12 V WOW WALL UP BELOW WATER
LIGHT CRT V- EQUIVALENT wTs
JANDYLE05 IGHT 1 12 V 100 W WALL UP BELOW WATER
CSLVLEORDO EQUIVALENT LEVEL
IT
L 12008
NORTH
12
SCALE, liq I 4T MAR., 20
0 1 2E IF AS NOTED
r
IS
it I
It -1 - u-
it
'Ni I
IV Ir II amosurn I FEW P,
I I I A L fill
WE t d
I I I
BE E I tf�snrh I
v Ir I
A
IL
U)
A,
GENERAL CONECRETIl PILES:
it
1, Pmj�has been designed in deraddidamens with 2007 Florida Budding Code. I All ommew has been�QB� in ac�anct Wm Building Code Feding,randerts 1, NEWS shall tor heducal Truck nodded with a mormurn worked calpal of Eal kips each
BuIll MIEC),er Ann Floods Eirl Coca R�Aenlhl(FEE virth The for Strurchurral Control ACI 3 18-05, and A a onstral in accour Uncer with
2009 supplements Wrose isnor coungs M S�Mm�'Ads 506 2. data tips shelf be installed to a minimum depth of Elevation-10 9 PJANEETE BE 0
t if y 0 BEFFEEFF
If Cerebral shall friendly than mudi depth mi dow, radpwrement to archaske
`;dI f 2 The whose an theaker plains is [" was to the founumburn mfolmot w.qui�ents of 2 Pol %ails aid room shall W p,eu�Lcamy to me thickness sufacates in A ortang tens laid Be officlity E
If the mignothal porl and spa. it is Me ressIsmagulty of the these plans. +� a [L
I owner ardlor contral to memme the design(by a qual�d�qw)of 3, makinal pie mn&ador shall destrarriond,pie diameter and refix�Og�
the Emn-muctural requirements for drum al add spa ructiefing Lot I Inched WE 3, All concrete Byrd have the Soffloveng parcerf proung, s'��th at 28 all in ressuld Is ischathad walking tension caman" REAL
0 >
a Swimming part Wrllff �uip� accomances wffi I )MOM Us
s to p"g�metWmqUmmen� I
c Meduanucal and Ightactided rOqLLm�nts 4, Cement shall confam du fS�4cation for IF Cement (ASTM C I so) LL
t I I , : III
I I It Wril or mass that FRC RAT01A 1 rel that the maign IT
conAbraccurn am workmanship $half be in comforof BULL Me roproments 5 Aggregate Wall command to'specification for is Agmemanot UCLTM C33) PEAK frefUngoddeflin FOR Aur STRXm�S THE meal AL End I KUL Lot WELL) 0
a ANSEANSEPI 5 'Sw�a�for mundlenual Ingromd Swimming Rnolov and FOUNDATION M$�S FOR POSEL fil SPERIAPES MEN MIMM TO NOT INCREASE THE FINE cc
I ANSINSPI 3 Standard for beennarminfly III ad R�idep�l Spa, 6, Water stall be BEAT and free of ind,TUBE a Of 'emSrankoles Bush, CAMERESE To ALAAMENT BUILLIE DURING A I z
r 0garl wil....find...federal i saw W cournarl he stay ENRON
t 3 It is the intent a the EV�r of Farmord (EN,�r)that this wore be derromeng oinformmnt. w 00
I,Ophimmi with all beepurnmerno of the au�ml�having judsdi=n
z7, se N�m��on me
s�Wm4 dralwasids, At realomings dE sh rich to add Feel of I bar
Ell this" of Wns��n. AE
If 4. The contructur is Impossible POE the Means arm�Ms 0��n wild C�Me Rei��t.-Add 315, unless omarksm an the �j�ral SPA IlEi
drayoungs 9 < Cal
shall where,conformance WRE,all Applicable�es� 0SHE add Oman A
gagulations tire the coureal At nesponsibrity to dmwXwmw mumborn 22 q SILLY guy IF
im,whim,am sequence to Undurst the safety of the structure and its 8 Inextrul for ac�s��struchomes way bear u mind Tied soil or u Won structura 06
c�p��t�dunww�on fill SMICEE IFF111111 h1conspi IN MAX 12 LIFTS to a del of at surs, ENJ
� f 95% 0 the Mod tied Pepsuf Maximum Cry D STM of 557)for a depth of at
jl I iVR— 9 lig SEE
least two fing (2-0 ) peow the tortmorn oftes,
I Fol 1 5 The carritheical mall be reposellodefor all temporary brecrals that Is equal
during containment to keI th, structione safe and plumb i the entim
12 The knows IN mindrund conceft smair NL ad for minfinnowellint
sft=m BE In Nam. KEY PLAN 0
0
6 The mnta�Mitsui�M rundflons; and dimensions at the job site snor So q%T--Comi cast against and perin emal to Month Th-- I
I com�,ng wark 2- -- Concrete ���d to earth or dar and amper.
lov- Courcreteemmardhowashor bad add smader -4� I-E-EW Z
ll/c---- Concrete not expos" to will monat with earth W the
7 The wommunformal Empay, gral pull taill the work 31 Image,arwhours cc
angles Kinds, hummer, "I weed hargers, Mob populations. possomm.or Either diummurm,ndwoment, ties a whissm torchns; Add L
it Exclumps I UJ
S handomps,an may be al to Will BUT 3AdMTNmdk Omff�* &CONCESTE oe
d and slabs BE It sperry ESEU)
8 All details am sections shown on Me ideal drawings am intended to he 2W- tway CAP L J 9
0
typi and shall be commuch Ed apply ,any added sfta�elS��m,n the 15 --W
Trial TEFLOOR I
Idl essential submwon, 13 Ad commucaus,mln�ing savel in�n�s splices With the followed SEE VIEL
I 1i I minimum �,�b unlers,officervirse noted cal ttt uraddommoss A SE)c
1 , 9 Th, Ari ward I �- mmme,
contractor shall contact the Eemmer fi,,couriffication in mass of tral w4NWA 21- m...murn F if
�W�n Me s�ctumi dmw,�and any drawings simpi by whom morto #5 Bob Rd in... mrs, 24 0 1,ou an
surnmencing work #9 was 121 Thmerm
if I TvT
#7 "1 46 sainammed
10 The design assumes the s�f.Wr�waron wad graded clearnsami FENTMETEEFLOOR zo��
SO
14 Reinforcement NINE TO thent around WmwANUj EPA bal be town I
r I I with an allowable sold Kenn, capacity of 2000 EST me an muligment Lou Ali ALI IS win C
pmssum(EFP)of30pO�n6aunit�eight� 110pd Itlethernameresandhor LET C AL PLEE -J ob BEE of So
r I I III I L wnt�=esm8ponsibili�W�talAaaoilsexploratlonrepoO Allrequlw.�nN 15 The WK�c�shall provide sprournmes, buroll to nessiourytobappent
or Ed
11 Tu I, 1 , 7, 11 find site preparation am Sol unmpabbn specified in the Far erosion:shall turs renwmmgspw1 (LAT r A , a -J
I fdl� unl� �sW�eM�ummentams�&i� The Emonerear shall it 9
IT r- U,
be nNiMd if soil�mlW�frommerred doffiblourn the noted Assumptions y
t UE
I Toem�yt��l,t�hyd�atICUPlItpMSSVMMU$Ibaellminal� hya Ad',
If zg
A 111 p unw, connector for this project shall prorde this IT — IS M
information in wagon;M Me decknemoner and shall post a sign WIN oneTwErming SEE!
Ell mormusim,I,,mmol...emAll
L FOUNDATION LAYOUT SPA 0
4 12, Final sel design d�,nqs V'all be provided by pard contractor to congrever for 1,
spopurroval prior to construction, in order to my com�Ub,li�j wor foundation 4
Ell if I dmgn. z 0
if I r I
if IN lk�f, III 1 1--
'!III E� IFI, al zt,
I ITE —Ec' FOUNDATION LAYOUT POOL A,
RE:
NAL
4 Us
EI
it E y.,L1,' I ;fl, r L Kid:
fL 0
EII IiV d Sir LEE,
11 f i it
n A",
r if 'Ess
hu,Ih �L E, IS dF
4.1 1 P .1 <
rr,F� 14, Its Fo
P, 0 ILLE
fit I LOP
1 --1 BE
Is K, ';lL I I-L. Anne
All � J AS Pon
NEFENU E, I X f Ik / I
It Er';
Z
I, Is, Ali FEE
� L ?, Elf
If
r EfTA is FEE as
. UE
EVIL, 11 f, 1,11 1 bar
sits I
11 A - I I In- I
J40 -rU, AF
I f I
4
I I A be if 1 `4
;hL I If - - - - Apsoul T EELLARBEICAPATUAW �MM�T )POF�KRVnAMAMI
E I'll It
WAILEEDITYADI
j It Lord
-ENIA�FC�AT�m r Q an vo
1 0 AT
U�
Up
BE As
r IT by of
I ED
-ESLARG'so-Al
F, WALLUs EwI HON r Za Es IT
is I 17ho mum's As 0
TE, L m ce m UE
cor ILL
by TE El-
EE FEE
-i,
To
120C OsaqWTwAE J SULWA
F
Ed BEISFOasarrund
v EL E 'Red 04 12T- TACHWAY ALE
Al War
I BE AS NOTED
IF, ifluslihmis .13 ,17 DO NOT SCALE
Ff If I Z f ell CAmTTHdJmXw
'A TENWN'�TEATTOPOF THIS DRAWING
1 1 Tr FILEGASTMONni
t nit WTI me RELEASE DATE
ov,1 od 01-30-12
F inial ul
f
By on FILE EMETE REVISIONS
r Ff" F,
XBEJ ALL
;IT: Plus TIPBAUsh I BE INATALLED VA H PEOL orsk FEE P LE TIPS WALL BE NXTAILUED
To A and ME is Four OF TO A BE Mi�OF FEEL Ch
A FIV 100 shown FILM 109�M)
As
wunif
If,
RU 2
of,
� F, C FLE�Co P Y
is
I", U
r TE4,E 4 11 a DRAWN I
0
L�
use
use
r
is
"com
as
k X
X 11.2
JOS
ex
JEFF
:r
ce
it
t L
S
A t U
TnE
of ELAI Ul DJM
Ell CHECKED BY
ussor ITS$
d RLVMNFEP WApA! Inint insdarlANCE m
ff Mill SLIHIPANTIC HEAC
SECTION — LENGTHWAYS SECTION - CROSS S��MFOR�DMON�H SHEET
T-G. FEW
by
IS Pinew 1
I Tm
�L�L -A-�POTI IE.SiI �PAIPMY�ll
It
5
>
4
F LOT � 74 YOOD DECK 29�(�OOL
0
3 i fit <
MC.
P L 1 4
26 s
t TO
8YQ42'48"� 210�36 ON
22.3 BRICK�IVALK 1 0 NI
N8T42' 4(9 " E 22.5
4
<
CvI— Ld
------------
VV 0
A,3 1
I 'L 1 b <
to
�I,, IIN
z H u
Hl I F 0
I u (16il z
k I
ff) --77 14 1
<
t: 0 <
�8.0
I T
I
F1,
It
I
if Ic,
m /�'
it
11 It J, 1 1 ,
2,9
22r
14,11N� WYALL
nAIII *,,n w DD
S8,9046 ' 08" W 2 4FI Im z"I'mo no
D C
no bind
.1,. 113.
22A OCM MOI NFWR
it 89o46'08"AI] 7RMRRU OSHA
or No
MINIM LOIN=
rl��f ; 0 '"N'* DI NG AN I D�NAtnI�H
ing and a
lL I alts 0 111 no
In md Of
IV W Ann of a
RutdMOTAI
RRW
it;
It
A
it
ppm, y
0 5
77
r
Sim Had Total
-2ynamJc Head Calculatil M
Pool Only
fare.
mine Afineal syl flol
I deal Paid laffil 376 3 to 5.5 Jal Floor,deal panel
— — — to MA vi 1 1000 1
I (I...I —48w� a P11
1 0
okjh All On."',0
z 115 sp,If WA 0 0 Val... no le
a
Panel Tarnopol in Houl 6 x 60 111,- 360 1
1 10500 TdWV111rrq 6
ot
a-
fir —TH..a
Ill Fool Anne anden 1050 dn,dp,d� 360 30 go, 0 1 30 Al
L T ame"o
It Spa open ad NONE 13 go, P" M - A
I f 0 0",
it —dft' � do j a
i ali QUdk Cand,Spappol, NONE 18 qi for a On AM and ff 0 Al
k ONE
MONE X-
1 9 AM Pa i flh�feel 0 flO,ratf, I Now
(0.1hodd I toot
It anai 0 Total Floor Haddel Add,had, pass"Arr
PALUXIMIM Rod Adolf,
lghm"i All�b�'�Ap,dpdum i Flod,
Rod, 30 ee At
— 4 IRAQ
Rate'old Ri J� and-0i i All
otet, 7w ,l
�wmi� pirds sAzdp: 11 thwal ne" I' al
Fli
limnow All pope to of, 3. ACht1aaAp,,0oAy@sfp,f
136 e
Ti piano to W Ad,mand",hal Fka Aide,
A Anda to toot ao"0 a han Mae of —Tf7—UM hoaaad—M49thal
11,11i"I'volo"Al IofPi 103 A= happolootdatimi'lVeRafte
polded)111 on 2- —
0 A L55
if
A pipe AM, 1 1
—fo--
tal Heind in Feet Go Vers
I that4i Sentenced TDAI di it
II, Dentato � ,ea,,aff A to
r A; 50
Fli 10" sweet
"I'vo,Ann$ pand,thahe 2' a to An, — — F
— 117 0.09
0 8 fps
103 Rw(n.of ba.fam —0.16
LeNthof"hoo,'Ple 50 1 of 0.09 Aw
i: L i If panatela Arm 50 FL of head W Ane toot of i — �TDH in open
0.18 Thet in poong
If
pri j;2 50
q fithe'ri An TDAI
At Of head i toot in TIAH d"filter data Added all (pan After data i
AA... IM 1.00
H1aRrbRhTDH(f,,nhe,A,jpd,hl 0.00 (fa0dah,dard'adheed
I Ronal
3.3G 13e; I �0111 10 01h,r not 0.30
Therval add 27.72 0 —
all TARICIVANAMIC Hand(Thi 21 to A
i Facial
I IF N t 0.0 le"
71ol 4.30 12
I
P 5 to
I
it'
A AlUndyROPRIPHAAKItAl
erM]nuW
[1 21 TOW Dynal Head (TDH)
All CS150 Ciannindfirre
one
Palatial SM(Hrah./plow PO —L P SEPIll
Sell Of
in Q 20 gpirfmal SHAW, PIChard & MIMI
At 1 .1. of 1 2061 BeikCh AVenUe
fil
Atlantic Betword,
If 32233
711WO12
,a L th
I. f
If
MIA
N
Al
OF
L 1 10
I GIs IN PER
j
jr
10 ILL Uj
' ,I , L
j V) LU
NINE) 10I
19.4
TWO STORY 2
FRAME wool "Wo F-� Lj In
a 4
RESIDENCE z
LOT 75 >
No. 2069 A 77
0 0 < LL
IN Slips
12 1
z NEI I
! I;i E234 0 9 <
U
j
U U
4, THE NORTH 1 /2 OF LOT 74 EKE SEEN EL m V) < <
No u 127 N1.3 Nova W LU
I 1 2 EXISTING WOOD "a I Naz
n I NII -tt . &E
a Flam 0340071 AIlI IN89-42-41ME 2ID36Y IRON TO BE RE I \ . 7' co ca
NEU Nor I f
w w^I NEI NIE
ME 1&7 . . . . . I
No
FOUND
4
4- A, . . . . . . S 0 10
ply fl, 'i(-qA4D cz 0
I. M � U rq
am 4— O.T 74 - 111) 1 - - LU
. . . .NEI . . .XlU4 111 0 N5.2 *40
to — -- X122 2
4�g IN 5 OQON-"
Z3 ,orro m
N2
D 7 0
UNd
a
j 35� 1 4
(EIM �g III
I Lato011, I I a' a' 11.1 NEI
FEE,
NE4 Ili Ell NEI xa� -an
X113 It
LU
IT To Cecil.. #
riOEIS RNG WOOD STEPS AGO
\ To BE REMOVEI)
�m IelZ� n \' I
TO BE REMOVED 1 2153 EASE
25.6 —�;� III
THE 5CUTH 1 /2 OF LOT 73
I ri
0 qj..... I.
THREE STOR
El I I No Revisionassue Date
CONCRE
RESIDENTS z
cc 41: - c —
No. 2055 1
---FMBLE'ROT,
OPPORTE N_
OPPOSITE N_43
f
Cenifluter of Authority No. 28177
14603 BEACH BLVD., SUITE 2100
JACKSONVILLE, FIE 32250
LEGEND: PH 904-223,9773 FX 866-832-9236
EXISTING VEGETATION TO
REMAI UNDISTROBED
HOME RENOVATION FOR
RICHARD & MIMI SHAW
EXISTING WOOD DECK,
STEPSANDLANDING
I, AND(VIRSAGE PALMS SHI
L TO BE REMOVED
EXISTING SITE PLAN
EXISTING SITE PLAN
SCALE V =M�'
WITS
.1 1 4,
1 4, RRW
GIfECKED By
WITS
A,
A jr
NORTH 8
00
n SCALE 1 = 20-Op
MAR 201 CIO
0 10 20 40- 60 OT
..... N ED
�z P,
I I 'I I I I 1 1