HomeMy WebLinkAbout2000 Publix Preliminary Plat (Box 8 #12)1
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THE STATE OF FLORIDA HAVE D TH ID LAND B SURVEY A � -SH NIsm
VE CAUSE ESA S TO E SURVEYED:: AS ' -SHOWN
HEREON
:AN DOES HEREBY D DDED CATEAS FOLLOWS:
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ALL "ACCESS 'EASEMENTS SHOWN. ON THIS PLAT OF PUBLIX INDIAN RIVER= SUBDIVISION :ARE
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TE-CFCEPTEOUNTY FLORIDA APPROEDTHEOREGOING PLAT•AND
-DEDIC
ATIONS, THEREIN.::
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_ LEGEND \\ \ \\ \\ \\ \
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-- --_ CONST 2-1/2" S-1 \ . . . .
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_ _ = OVER t2" COQUINA \ \ \ \ \ \ I .
. . - .
.
-- - OVER 12" STABILIZED \ \ \ \ \ \
= _ = SUBGRADE ' \\ \ \ \\\ i . . .
- _ _ DENOTES UMtTS OF \ \ \ \ \ .
-. _ --- _ CONCRETE PAVEMENT \\
$ 0 \ \ \\ .
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CONST 1-1/2" S-1 OVER 1►1i1_iI \ \ \ \
8" COQUINA OVER 12" \� \ CONEND S MffTECTION ED \ \ \ \ � z
- - STABILIZED SUBGRADE )DONST �385 LF AUXI*� Y LANE, END SECTION \ O
'- 17' \WIDE PAVEMEt;C1� INV a 8.75' \ \CONS 7 WIDE PAVEMI�� LANE. .
DENOTES TYPE V CURB \ !' � 4' PAVED SHLDR \ \
\ \ 4' I� VED SHLDR \ \ 1 .
North \\ (SE� TYPIM SECTION 0 \ \ I .
��i'`O` 1 \ SHEET 7 &, 10) \ \ \, (SHE TYP SECTION OIj
,�,
- / � % g q�' \ \ J \ h \ sHE 7 a1o) \\ \
aa. CONST SWALE TO \\ 4' p OFTIC :IT EDGE LAI�i_ \ \\ \\ \\ \
tNi ET SHLD REMCC3+IE !S f. 4' 1. \ \ \\
\\
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CONST MITERED CONST 235 L F. \ SHLDR &£ \ \\ \\ \
END SECTION CO 17 \
E.R.C.P, PA ENT \ �, \ \� I
INv=12.0' a- t 4 S 89° 19'2911 E 1067.28' \ iD G \ \ \
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12.5 EL
--LINK 19 8 WIDE LOWER CURB !�\ � � \\\ DfTCH SWALE TO `\ \\ SAW CUT AT EDOE PLACE
E : LOCKA 8 FT WIDE) FOR _ \ \\ � \ \ �' CO 4 \ \ OF TRAVELED LANE
9.5 ( d 15
,� y. r - 1 7' MAINTENANCE CONST PERIMETER o \\ \ \\ \ PA' _ - - - - - - - - - -
MQUIPMFAN BERM CONST TYPE 'C' INLET \ REMOVE EXIST. 4' Im
a,
3. ❑ \\ \ \ \ ,S}tLLCji' \ \ SHLDR & :EIASE. ', / - 'R
(0.1 FT INSIDE R/W \\ \ \ \ ci vi 3 vi o
A - -- IJT r $ -- - --►� 13.6 UNE) ' \\ \\ \\ \ T \ \ // N
CLPJIR OLTTPARCEL SEED/MULCH TOP 10,0' .\ \
(THIS CONTRACT) EXCEPT INV - 8.50' ID£ NG \ \ 11
/ "JURISDICTIONAL / SPECIMEN TREES TO REMAIN AS 6 f \ -ts \ \\ CONST 5' 6 ®
t ` �•. , w f WETLANDS FlELD ! 1 .50� FLAGGED IN FIELD BY ENGINEER. ! \ \ ' \ 1 i o Y
i VERIFIED BY f OVEDRAINA M.E.S. ASPHALT APRON \ . \ 1 �
- f / OU'I'PARCEI.. "B11 +��' Cp�tsT DRAINAGE MANf�oOE (5' TURN -OUT) \
VERIFVERIFIED
B 1O 5/99 / a SLAM TOP\W/ RECESSev ktD �'A \ \ \ w v a
a- i a A.. TO !3 E I 4.t (8(% DUTRVIOUS) \ TOP = 12.8 \ \ \\ \ \ \ o a a o
�. 1 J ] f ° MIN F.F. EL.=14.00' \ � \ \ \ \ \ \\ 0 a
V3 �', FILLED / D-6 EXISTING \ INV 8.45' \ \ \ \
M .-' �A 0.90 AC• I)dV \ \\ \ \ \ EXISTING \ \
NOT ---- -" s, (LOT 2) s.45 \\\ \ \ \ DRIVEWAY 4Wk �L`1j/3' • / a w 3 w�' a"
D ,� _ c �rzOR AIswAT�r s.�U 41 I _#(�.
LURE E% T EI.- 9 FT 13. \\ \ coNT 99 Lf DR AY \"�!�" r
1 .30 P iNR9 515-w �acxi&w0
1, \ TURN OUT ER
Y'v�.� Zo3orn0w,poWo
�. 1' �� ! kc� oho
/ +. f 1 .D !.I \ \\ - SA ' CUT ®ED6 OF � � o � r z ;E o '
�/ t ``„1/ 11 - 13.7 - - - - - - - - - - TRA LED LANE \ \ .� NOTES i'S wiE
- �- - - - _ - -- - - - - - - - -- - - - - - -- - - \ -- - c ? w a
- t .� GRADE 6:1 TO 1\ RE 4- PAVED\ `. LDR = � w o
R
\ -\ MAT EXIST GRADL; 1. SEE SHEET 7 FOR TYPICAL SECTIONSRELOCATION
CATI B- L C-C. ETC -
/a w a a z o Q 3 m.
/ 1 ... EXISTING, TY'P.
......... � GROUT AND PLUG EXIST. WELL - � - �EE P OF1LE, SHEET\ 7\Ec 10 2� COORDINATE POWER / FLE>✓TRio RELOC,anoN AtoraG us-1 •
/ 1 �i",
/ ISdtCTIONAL fZ \: • • • 3 1 0 L SCENSED WELL CONTRACTOR 210- 5� \\ \ \ WITH F.PI T 1
.7g�••••••-•,•••• �tsT 1`Z' , \\ \ \ \ � 3.) CURB AND SIDEWALKS ADJACENT TO PAVEMENT ARE 6EXCEPT ADJACENT TO /" HIGHER L�
EMENT
( %r LANDS", FIELD ...••.- \.... :.':. 1�'R \\ \ \\\ GUTTER GRADES N OR S" DEPENDING ON WHETHER
\\ 4''
^� ♦ N tFIED BY � ..�.'....................'\._ ....••..•.:..:.:. � �, �`� � \ \ 4,) DRAINAGE PIPE WITHIN US-1 SHALL BE RCP.
/ , .W.M.D. 10/5/99 1 ...1 A i 5 ` . \A \ \ DRAINAGE PIPE CN-SITE SMALL BE EITHER RCP, BiT
♦ AC. TO BE FILLED ( 1 ':
C :. s uE aTiOdl:.CUiif3 \• .. . ; D-5 e.(j� 13 35 \\ \ \ \ COATED CLIP OR CAP, (1NOICATE PIPE PROPOSED ON PROPOSALS).
r 1 : .'.' "VER1 CAL - tUR ' 13 6" PVC LATERAL `�°;J \\ \ \ \ S ALL 9EX011C VEGETATION SMALL BE REMO W PR10R TO SITE WORKPLANS
I►1� M 96
\ N ..PERIMETER-' �\ -\ 6 1 i \ 6.) COORDINATE CONSTRUCTION WTH OFF -SITE CONSTRUCIION PLANS
. ADJACENT-70.-.-.'-'. '.\'.'.'.'.'-'.'. 1 W
Q� � i 65 \ \ FOR US1 ,SHEETS 9 AND 10.PQ
/ O % :.:. SiDEWALIE ;:.:'.\•- 9 1-1/2 t2 s N 1 5t \\ \ \ \ 7.) SIDEWALK: LON04TUOML SLOPE SMALL NOT EXCEED 20 t WtTHOUT A
/ I :'...........t3490...'..'.'.A S.� 3.7 & METER D-7 1 PYLON (
\\ \ \ HANDRAIL CONSTRUCTED. ALTERNATIVELY, CONTRACTOR MAY SLOPE AT 12:1 '
\ . • . ' \\ \ \ FOR A MAXWUM LENGTH OF 6' 6NS7ItUCTt DVERTICAL DROP WITHOUT A HANt)TtAtl
/ 1� % • . - ....,.,-.':.':.'.'.'.'.'..... ' da d d \ • - • SIGN �/ \\ \\ THIS RAMP AREA MUST BE CO WTM A TACTILE SURFACE
/ .•.-.046
'�.� .... ..... / \ ........ - e�� -12.5 I: ,i \ \ \ SIDE SLOPES M1357 NOT EXCEED 2X PER FLORIDA ACCESSA9IUTY CODE. � al
F-, ��........ 14. 5 •- .... •
/ a a SURFACE SHALL BE CONSTRUCTED BY:
D-13 '.'`�'.'.'.'.'.' \ \ ':.13.713• t - _ - 05 - - - \ ♦.
,3 Y \\ \ \ . 8.) ALL 1tA1*iPS SFiAti HAVE A DE7ECTA8li SURFACE AS DEPKTED. THE
CO \ .. \ \
\ - - - - - - - \ TEXTURiNG TO A DEPTH NOT EXCEEDING EDING t f8 BY USE S A TAMP E W
f .80 r '! •� \ \ \ \ ',: ... \ \ ROLLER 9MTM AN IMPRINTING SURFACE OF EITHER Y MESHJ0.25 WIRE
�y��''*`T ,w'11
sG d t 1 .70 - \ \ ♦ CLOTH, #8 EXPANDED METAL (STD). OR 31b. EXPANDED METAL CRATING. O
)P SE$ASTIAN CTI'Y TRucT CURB CUTS PER F.D.O-T INDEX f-304, SEE DETAILS. SHEET 6.
/. _ ....:.................,3.85.. Q ""
•
�T.ro ' f 1 1 12.4 t\\ \\\\\ \ \. tO) ROAD SIGN AND BASE ARE BY 7HESIGN OR CONDUIT T�
ev3...... \ \ \ WIRING ARE BY THE GENERAL ARE (� rl
ALL OTHER Sl❑NS
,,, 5 �
\ / :.LOWER.' CURB: .. -+ \ d\ 1 .70 1 , \ \ \ \ \ 11.) BASES. ANCHOR BOLTS CONDUIT AND WiF11NG FOR �I �/
1 / $. FC .WtD�)'lf OR .'.'.'.'.............: � #1 IS a 4k \' TRANSITION. \ BY THE GENERAL. �i i+M
\ / A E MAINTENANCE.'.�.'v:, : ,:;.:: ' '1 2 1 ��i� d\ \ : '•'•'::.'.':.'.'. f3 ' n
\ / 1 EQUiPMENT� ' '• •'.'..'.... "t...- :-:...�. sK+F� X \ �' Q" TO 6" CURB C� i \ L' \ %�. \ CONTRACT?.' ti0
�...... - s 3i 3 h �R ba \ 14 2 WITHIN THESE M 1 `( \ 12.) ALL ELEVATIM6 SHOWN ARE IN REFERENCE TD THE SENC1iMARK AND W in
y ` r.� ........ 5Q'. • �: * ` __ ; ., 1 '.':.'.'.': - LIMITS N \\ \ \ O \ \ MUST BE VER�D BY THE GENERAL CONTRAC70R AT GROUND BREAK.04 r'�i
x %�•" :: ` T' jz x t=s • 13.30 7 \ 8 \ \ 13.) ALL LANDSCAPE AREAS WILL 8E ROUGH GRADED TO 6" BELOYY TDP OF
` ...TRUCK•'TURiNING I F :......:..... �L il�rt N �. D-9 \ �S� \ BE 1 � # z x \\ \ \ \ ALL WALKS AND CURBS. ALL PAVEMENT AND BASE MATERIALS LYING WITHIN
/ ° At wHr .+ �7 � - • PARC 0 1 13.fi5 �!£: - \ \ \ \ NEW PiJ1N'TERS MUST BE REMOVED. APPROVED TOPSOIL SHALL �25 ..
>� -..'...'..':.'.............'.:..� ..... T+ a d r3.7s .. . ': 9.92 AC. \•F \ \V A %A \ PRCIViDED WITHIN 3" OF TOP OF CURB,
' ' . V • . • .'.'..'.'.': ' ' ' ... F4U$H f Tq 04i- � suelL.+ _1 + r I A t A d V A A V 14.) ENGINEER RESERVES THE Rlt-i}iT TO REQUEST A COMPACTION TEST AND/OR
\... ......'. PIPE.. " " "� : .i3:75 ` "� I" �b ; � r14 \ 0 r 12 5 \�. 1 .50 1 V A\ V A A A CORE SAMPLE OF THE ASPHALT- IF TESTS PROVE CflRi2ECT, PER W
...
....'.N'.. • . •'..... BOLLARt7s / • 14:30 s aigi5N , lz I E+ 14 t 13 30 \ \ \ \ \\ PUN SPECFICATiON. TESTS WILL BE AT THE fXPFi SE OF DEVELOPER, bA
L�
. � N..E..........3. / 7 7, �� D-4 OTHERWISE G.C. WILL BE CHARGED AND MUST MAKE REQUIRED
\ v
\ \ \ \ MODIFiCATIONS AT HiS EXPENSE 0111
•
r---♦ ::'•'•'•'•.PIPE. • :...... 3q 1 534 5 v J$ r 1 3 \. 4:i8 ..: \ \ '; �•
1 N FOR RE OS£D oQii
.-+ 5.) SEE LANDSCAPE PLAN QUTRED/PROP
/ ♦ :•_G.
8OI.IAIRD 14. " �, r;y�y 3 . � rp � � { PtPE'.'.'.\. \\ �i ` \ \ WJDSfa1PINA
/ "\ TRPNcFORRaiER • �. , ` /' zr l : 1 QLLAIRDS\'. \ \ \ SAVE EXTSTIPIG TREES DEPICTED. ii"" i
' DSCAPE PROTECTIO METHODS TO BE USED
% \ HTING TO EF_'
.'.... • ...... , �t ' ?gib .- " a / r d ' 8. SEE LAN PLAN FOR TREE N
.¢ s.,i,'4 ws,! :,+ ' S } r r +3 x- \ d • (. .).'...' ..... \ " ``
PIP. E'.'.'.'.'.'.'.'.'.' ' =35• r�r "-i 13.55 � OVER 1 ) TO S BEARING WITH CONC. PAD
\ BOkIARDs." " ` \ \ CONST `FILTER \ \ \ 17.) UCMANUFACTURER: t■1
L.
ff V,3_ \ \ CLOTH \\
' is..+ + '/n .r.,t Y'z-'�r.r., +. 44''3x+c f�s�a vFm'''a'.i. `-: \ Q i4. 13.30 is Y`\JJJJJ 13, 0 \ INLET \ \\ \ a�spp.
\ 8. ALL SEWER CLEAN -OUTS BE BRAS TRAFFIC BEAR L
fl
\ nz t = -. x: fr,3 ,qq/ b� �F+.;r5r .$ a rxd �/ K.,by_ `" T r ........ .
/� r s 1� t IF yr 3 s 43 T ' : 1 • \ \ \ \ \ 1 ) PER SEWER AND LIFTSTATION TO REMAIN PRIVATE
/ ' '. .... 4./t +,, ' '�bfy..£... K %„ �, '' 3 ram:.. / ,/s 5-9r ' g,f, '/Z e.7,i '' s,<. '3 5,1r \ .. _ _ _a, \ \ \ 9. GRAVITY
... fi,:' Y;.; xz.� ''b' m.:' sT+r T :: a a / ,....,S.F:,, .:,. , F. .1 .90 11 JJ JVJ \\ 11 , \ \ \ WATER DISTRIBUTION SYSTEM TO BE DEDICATED TO LR.C. UTILITIES, }� a
.,� . 3 ( , -'- :::• a _ ,;1� £ , 1 x ,, u� , b , + \ 05 70 HOWEVER. A UTILITY CONSTRUCTION COMPLY vnTH I.R.C. LRILdTY w g
4 :,:. a y 1 �+45 3 i4_:¢. S rl sy"z a4 ,r. , y � \ \('I, \\\ _ u SHALL Y �pQ
/ \ z r �# x z� 5 _ / c t Y EXISTING \ \ \off\ \ DEPT. SPEGFICAi1DN$ 00 *� / 1 - ""�;$ q x a - IER AT N Ar
..:r �w+ :�" .' ' *az .4 �: a ; I" z�. . + r h3 sir 4 �._ T . s „z C 2 i 0 35 Yl TYPE 'C' \ \n, \ \ 20.) CONSTRUCT FTTLER FENCE SEDIMENT CONTROL BARR
/ �? ... x-$PS}11•x`�sP' 3 'St.:F v sw:. i-„ys.4S' _ +. s f7v.;W t. �.',fr v + s y �f. s.. ( \ .... ORTH
\ '. .. 3 � R t �1 s�� r: s yz F � _ , m, \ 5 t TOP +■' 9,32' \ \ m \ /
/ r?T'Pk- Y +h. 4,rry.. v�t `r4.,,� vAk.Eki �7y f+ry ,jri { r, ..-3 ,,¢ir. ^5 '`nh$` Su+r i:.. '� \. .. ♦ ❑ �! i'� P \ EAST dt SOUii•i PROPERTY UNE. SEE DETM. SHEf35.
-•�- -". Cx-a.�- ° # _� �+! hA#�* ri F�'+•', ,E: isrk': s.> r,=,r. '3.5.,''i 4� rY"z rsr+7%. .,.. \` \
/ �g JY z 3 . } ry r b 4+ 1`£ W t. \ t 2 0 t� iNV !7.15' \ \\ \\7-4
; \ \ \ �� %/ /
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/ JURISdiCnONAL y{�AE-Z" x ........ .... ` 41. .:: r # #;a.,._. T' ¢.., v .iri :r yi¢ jjz.�_.q-r' ,r �{7pz .. _Ta r -'.+, ryrY�£ �t4z -4 , :X z &, b it, .\ ..'.'o .... `` ° � \\\ \ \ \ jam' ��
WETLANDS . FlELD =EtY 5 y� 4 } s -r-r, } \ R \ \ \ i }�
`,�p�['•� �y '.. .. 2a `.4 s Syr ' 3 r .+� -+:J 3�,<F j tr :qt xt5� !'..r -3 r- Nfl N1.- 11 :. a _ t�r'd/:f .. i 4zT. .. 5,{ _l t Y � �+ ?'r, . ...... 13.30 �� \ Tjp
• LRI f LED O 1 , •i _x.y/ Y F i NT ,-LSn i 'lY'l .i .." i* i a I''3 :p' •:r - i <1 :: M 'iy �rv,r fhi - % Z'rb J'�q:4.ti 0 \ . . .
C ... . . sou: � , r 3a z Tz t r -y �.ft ' 13 55 \ \ \ O� \ / / /
S.J.R.W.M.D. 10/5/99 f ' - z I +=t , a l t x �/ F _« a°' T. �w 3 r� z" \
• .. s.z..,'� F;':�,:� 5y_:x#3 #"" "' 'r�,�::y,,.K r-.si _: 3 r s 1�. i-�..+'i ti T',+t`4'.'�. e. ... " \\ \ten \ ; -I-
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0.27 AC. € +.l$ r r,��Q,{,ys L :.F r�f K P .. JURISDICTIONAL 6
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PACT PROPOSED �'FIELD
NO IMPACT . . / + i l 4 3 i • Y :.-. Jy { J'. it + 3 q { q+e 4' \ . .
\ 1''i T q.,a= Fy, Yr "l�" 4��• ..fat. re�¢a�.{`."¢:1 4^t:--5 �'S i- # 'W iz 0 WETLANDS", . F1 -3 1V s \ \ \ \ //// Qs.1('i �I
.. 6+ {`.
j a sr r # is } {, =x a}� y , \ O `1' I s OUTPARCEL SEED/MULCH / / qr -i
tI'��. .�. }iZ'' { 4 y 3 2?' .T ':! # 5 -E "�4 - •'. \ \ \ / .�.
o . i } ~ 1 #s 0 t3t�k gr s�T } � 3 < % , r $/ _ �s VERIFIED BY 1 .30 CLEAR \ \ / Q /
i O \ . r :: ' , a j ... z< 3 _ ; q. i 3, =s q �, xz' s taat 3 U € \) t s IS CONTRACT EXCEPT / / +
.. . a s. sk :tea '/ ::, $ a...f. 3x: sax.[, T't'YrF r3 l9 ,rt .�- ! /35 3+ -r,�F ,r;t . F +...;- ii • .. R.W.M.D. 1D 5 99 \��� ) \ \ / \Q�� // i� .. :.cr .*.:::,.....5¢.-r#.q'r€Tx..,""+'a..yzr}i# fwi ;...s�,i-Y i.::c ;x3 4...{3i4� +.-�. S.J. / / 1 (n
I +i E)' x.s ¢ '}<.zi. 4 Y . ,w� �/ v FILLED SPECIMEN TREES TO REMAIN AS
FOC 13_ .� 3� +a z� . /+ r t zro 3.17 AC. TO BE 13 ��_r ! '/ S/ t� /
\ = 3, z qr �,1 YIt +.:..C�. ` 8" PVC LATERAL NGI s \ \\ / \
i
%. :: -,..: - , - 'i yes" .e ° �! 3 - ` - 3 + : =i•.. .. ... 13.7$ G \ /"" SO / �(Lt�' , / 's
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FtA GED IN FlELD BYE NEER
y ..... , a...� ° - P' t•t 'y 'ae .s , f f, : .. r :3 r r, 3. -:. !a ,t k " s ,� .#�;».: k, � ::� .. •� 1 ,95 3 Il 11 " \ \ / / Q<Ne �� / / I i
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..... .a..p ,; ti._ -;4,: a i,-.r'.n. psi ,/.J' q *.z� T" a lid O�► ++
:. ' 3_ a t _.drs n.. ,ter r ; ' \ ".... '... s� GRADE 6:1 TO 25'X25 CORNER CLIP SEE DETAIL / PSP�' NG QO\i /
\ "� W RP mil' :..t2y'.� `►t. .: ,.+ .z 42d �--"T TO F.D. e / /
\ 6 DETECTOR /; .; :. „xt,. ,q ,44� :; a \ \.. EXISTING, tYP. (8O% IlvIPERVIOUS) DEDICATED O.T. \ SHEET 10
t +. f ,r.. � _p�� "`'q, o- r 'r '1 { .�"' U4 4 re / h''i y� ,vt' . '`'' a z ' F f. .. � „� ..•. / EX STI . M, \ \ v' � / ,�,, / i i
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\ ND CONC • PAD . 'Ta3u._..b - ']..�G f.''�h.bq L N. /''L <. £°-.: .53'. �e'f k 'E \ i 1 /
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\ i .. Xi'F'r'.l ,,..tg f W � € i5: ,f -' :. ,a �, +u � f �{-br dS, . y .�• , _ EXISTING .�^,�
\ I)OCIi : 1 q - :. L}r s - 3 I; PERIMETER . .. t►_F �1P�� Yb ., y * a4 s fs.. 4 R / SIGNALIZED / ��
\ { P[t� xry 11?h1�� �'r y. _' I OR TO RQl �� BERM
.tJ� i 5 F h 4� , _ .r�, is / INTERSECTION
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CU 17
\, %� y�}I ! 4.80 - � F ;' ,� ., ' ' .a :3 � z :� � .3� j WITHIN THESE/ {��]j
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MATCH EXIST GRADE
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I.ANDSCAPE REWIRVIIENTS EXISTLNG TREES
LANDSCAPE
TREES HEDGE/SHRUBS PLANTER AREA PLANTER PLANTS
LEGEND 1. VEHICLE USE AREAS (so- D.C.) (IS- D.C.) =PALM TREE Z E LANDSCAPE MATERIAL STANDARDS & NOTES FOR FLORIDA NO. I OR BETTER, AS
(1) QUALITY, PLANT MATERIALS USED SHALL CONFORM TO THE STANDAM NUO LANT
1. ASU`MNQ PROPERTIES 10 198 =PINE TREE GIVEN IN THE MOSTCURRENT EDITION OF 'GRAIDES AND STANDARDS FOR SERY P as PART 1 AND
NORTH: 495 X 1/50 PART II, STATE OF FIMIDA.
9 178
DENOTES PROPOSED TREE (137 TREES) WEST., 445 X 1150
7 125 m=0AK TREE (2) TREES
LOT 1: (STO - 50) X 1/50 160 (A) TREES SHALL BE SPECIES HAVING AN AVERAGE MATURE SPREAD OF CROWN OF GREATER THAN TWENTY (20)FEET
OF A TWENTY (20) FEET MATURE SPREAD OF CROWN.
na nric DENOTES PROPOSED HEDGE (937 SHRUBS) LOT 2: (449.0 - 50) X 1150 OR GROUPED TO FORM THE EMJIVALBff
0 x =MAPLE TREE OF CLEM TRUNK SPACE -
(6) ALL TREES SHALLSE SPECIES WHICH CAN BE MAINTAINED WITH OVER 0 FEET
DENOTES PROPOSED SHRUB OR VINE 2. ADJ. TO ROAD R/W (0) PAM 814ALLSE CONSIDERED TREES AND, IF USED, THEY SHALL CONSIST OF NO MORE THAN
BARBER ST. (667-80) X 1/35 Is 203
5 70 CITRUS TREE THIRTy.Fra (35) PERCENT OF THE TOTAL NEW TREE REQUIREMENT. (3 PALA CLUSTERED - i TREE
U.S. 1 (209.3-35) X 1/35 (0) TREE SPECIES SHALL BE A MINIMUM OF SEVEN (7) FEET OVERALL IN HEIGHT AND HAVE A MIN. 5' CLEM
wx. ir O'C' TRUNK PACE AT THE TIME OF PLANTING -
PROBABLE GROUND 3. INTERIOR LANDSCAPE PLANTERS =BOXWOODTR'EE (3) GRASS I GROUND COVER: I VED AIR
OFF-STREET PARKING SPAM ALL UN -PAVED AREAS EXCEPT PLANTERS , MULCHED LANDSCAPE SIDS, TO SOODED (BMIA). ALL UNPA EAS vs
370 SPACES X 10 SFISPC 3700 BF
37 3700 OF* OTHERTHAN GRASSED AREAS SHALL BE COVERED W/ MULCH OR SUITABLE NON -LIVING OR VEGETATIVE GROUND
3700 BF X I TREE/100 OF i
IAL RMUIRED' 1755 PLANTS 1000 SF* COVER.
TOTAL PLANT MATER North OTHER PAVEMENT AREAS 241,012 OF 941 SF* (4) SHRUBS/ HEDGES: L BE A MIN. OF PLANTING, AND SHALL ATTAIN A MATURE HEIGHT
1000 SP FOR FIRST 50,000 SF (A) SHRUBS & HEDGES Oft 240 AT
I SF1200 OF X (241,8`12-3080-50,000) OF 304 MIN.
$41 OF 1755 (9) HEDGES SHALL BE PLANTED AT A MIN. OF $0, O.C. MAX.
wd REQUIRED PLANTS - (5641)xO.70/2.25* (6) IRRIGATION USAGE ZONES SHALL SE AS FOLLOWS:
11. NON -VEHICULAR USE AREAS
(A) GRASS AREA SHALL BE IN HIGH USAGE ZONES-
1. OPEN SPACE - 88,187 SF (20.4%) (6) TREES & SHRUBS SHALL BE IN LOW USAGE ZONES.
88,187 OF X 1 TREE/2000 SF 45 - 6641 1756 (6) CONTRACTORTO SUBMITIRRIGATION PLAN TO THEBUILDING DEPT- FOR APPROVAL.
137 EA 937 EA (7) THERE 8 HAI. L BE A MIN. OF FIVE (5) DIFFERENT SPECIES OF TREES AND NO SPECIES SHALL MAKE UP MORE
*NUST HAVE A MINA= OF 7ft PLANT COVERAGE THAN 50% OF PROPOSED TREES- I
(I PLANT PER 2.23 SF - I PLANT is- O.C.) 0 (8) THE CONTRACTOR WALL COORDINATE THE PLACEMENT OF TREES AND SIGNS SUCH THAT ALL SIGNAGE IS EASILY
n ft n - - - - - - --- - --- - - - - -- - - - - - - a n- n N 0 SEEN FOR ITS INTENDED PURPOSE. TREE PLACEMENT MAY VARY I" Vie pLAN TO MHIEVE THIS
REQUIREMENT.
12. (9) THE CONTRAM SHALL OMIT TO THE OMER AM ENGINEER, A LIST AN PLAN OF THE PROPOSED
�`,j 1��-j VEGETATION/pLANTINGS To BE USED TO MEET THE REQUIREMENTS OF THE CITY CODE, AS REFLECTED ON THIS
sew el CHAK-LNK-n '-�r S' WIDE
PLAN. W30ESTED VEGETATION TO BE INCORPORATED IN THIS PROJECT ARE AS FOLLOWS:
9.5 FENM- Oc i
lk PROWLE TREE COMPOSITION PROBABLE HEDGE/SHRUB COMPOS
7.5 *1*2
WAX MMLE *1 SILVER BUTT
SLASH PINE *1*2 auTTLE BRUSH SAW PALMETTO *1
MAPLE TREES LAURAL OAK *1*2 LIGUSTRUM *2
TFAM SCRUB PALMETTO *1*2
t NATIVE PALM TREES *1*2 SYCAMORE OLEANDER *2
--2.5 LIVE OAK *1*2
DAHOON HOLLY 61*2 AMERICAN HOLLY *1*2 VIBURNUM *1
x q STOPPERS161*2 YALIPON HOLLY 41*2 BOUGAINVILLAEA *2 ROSEMARY *1*2
A SOUTHERN JUNIPER 01*2 YAUPON HOLLY *1*2
A
w
x
OUTPARCEL t'Btl ABLE GROUND COVER w
't, L DWARIF JASMINE-MEXICAN OWE13ELL *1'2 LIRIOPE
x (80% DAPERVIOUS) w
LI FOUNTAIN GRASS 0
NINO GLORY *1*2 DAY LILY *1*2
KW FA EL. = 14.W VIRGINIA CREEPER *1*2 DWARF LANTANA *1*2
CREEPERS *11 *2 1 1 60
X
0.90 AC. i 5
*1 THE
'&T ED BE PLANTS ARE KATIVETOFLORIDA icP: 0 2 t';
TOLERANT.
RETETSMON AREA,
*9 THESE PLANTS ME RATED VERY DRAUGHT
%
INCL At
(A
NOTE:
x A 1153t
O;r 1.) 5011; OF ALL VEGETATION SHALL BE NATIVE M*"ff TOLERANT SPECIES' z-
_x_
0
A
A.
0
A M Wt
%
000
x x
A;i %
TIRE STOPS TV
HANDICAP
X X
ONLY
FIRST PLANT SETBACK S' 049
WDMN RIM COUNW FROM EDGE 13F WALK ;14
/0 T1.3 ALLOW FOR GROWTH.
is* 18, CONTINUOUS 3' LAYER 13F MULCH.
."-p fj A O.C.. D.C.. O.C.. TOP OF MULCH 2' BELOW TOP IF S
MY OF SEBAILTM I
cm
0 0 Is_ LAE.
FERTILIZE wum OSMOCOTE AS
fi
PER MFG RECOMMENDAT113NS
TRUCK TkMNING
tEA 0
WgWRWZI� I , 0 12-12-12, 6 M13NTH FORMULA
ft, 0 ....... ....... ..........
r7l _0 -il
Xw BACKFILL BETWEEN PLANTS WITH
Vol,
so
6 PREPARED
PLANTING S131L
(SEE LANDSCAPE SPECS) 60/40
/'07
9.92k
'_6 SOIL MIX, SAND /MUCK.
W
0
AL GROUNDCOVER PLANT145 DE AIL
GENERATOR
I" " i". I TYPIC
4) .10
x A
..... .. .. ......... . N.T.S.
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A Ar
TRANSFORMER
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P -i� BE 01
R
YELLOV
21
R -26
&
Al
FIN!
CuIrl" 0t
0 N
\ N
x (5)2x4xl6' BATTENS COVERED
WITH 5 LAYERS OF BURLAP AND
tg',_
64-
SECURED WITH 3/4' HIGH CARBON
\A
(jj STEEL BANDS TO HOLD BATTENS
R
mt.
IN PLACE DURING PLANTING AND
R GUARANTEE PERIOD.
R
NAIL WOOD BRACES TOBATTENS.
-F
0-
com ff� 00
q_
w ..r.
00
x (3)2x4 WOOD BRACES STANDARD
S' LENGTH OR OTHER LENGTH AS
DIRECTED BY
THE LANDSCAPE ARCHITECT
_94
Lj
14
ie P R I I
D
ff iE n"
D
4
3' MULCH RING
A
4PUMARCEL "All
A
ffi7
f DAIERVIOUS) FERTILIZE WITH 13SMOCOTE
AS PER MFG RECOMMENDATIONS
(80% 25X25' "CORNER CLIP
T.
#El. 14.W
emeATEo To r.D.0,
12-12-12, 6 MONTH FORMULA
74 L A
-3.
7 ... ....... .
14
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0.76AC.
ip a J
AO
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ex4x24' STAKE PAD
DOCK W',F 4
EXISTING
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BURIED 3' BELOW GRADE
A
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i ALL
A FILL AROUND 9
INTMECTION
A A
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7
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M PLANT
OF ING
PAL DETAI
4. lwzl R
m0pl-7101, N.T.S.
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4\1
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CONST 4!
VADE CONC.
o-
AN
pl SIDEINALK 0
'5ylli .q.A
NOM X
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7
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1/2' DIA RUBBER HOSE V/
N OUBLE STRAND OF 12 G&
GALV WIRE AND MINIMUM
Ej re
I cl; LL u
EXISTING TREE
3 GUYS PER TREE. TRUNK DIAMETER
VARIES
WHITE FLAGS (IN EACH WIRE
00000
'5
A
('10000 0000
7 SET TOP 13F ROOTBALL FLUSH WITH
URROUNDING GRADE WHEN SETTLED. %
NO TREE SHALL BE SET DEEPE MASONS STRING W/
TRUW DIAMETER MASONS STRING W1
R THAN VWW TREE 6' - 2x2'S 4! Ot. PLACED
THE GRADE IN WHICH IT WAS GROWN- VARIES, MRI: MAROUND FLAGGED RIBBON AT TREE ORIP LINE. OR AT
BAWER 2 ROM In
8' DIA x 3' DEEP CONTINUOUS AROUND i. EDGE OF EXISTING/PROPOSED
MULCH RING BARRIER 2 ROWS ENT (AS REGLORED)
la PAVEM
BARBER STREET
TOP OF GRASS FLUSH
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INSTALL ALL TREES W/
IL13RGANITE OR L PLAN -VIEW NOTE- CONTRACTOR MAY SUBSTITUTE ELEVATION
AGRIFORM TABLETS 6' HEIGHT CONTINUOUS CHAIN-
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A.
LINK FENCING FOR HORIZONTAL
SHEET
BRACING AS AN OPTION.
BACKFILL WITH CLEAN PLANTING
"�011_ AND WATER THOROUGHLY
AT TIME 13F PLANTING. 4
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Publix - Indian River `-- Earthwork
.
Detailed `SQecifications - Earthwork
Ste}<in"a: . .
Construction staking shall be the responsibility of the contractor, i
General:
except horizontal/vertical control points provided by the owner.
All work specified in Construction Documents prepared by Knight, McGuire &
Testing:-
-
Associates, Inc. shall conform to:
1. F.D.O.T. Roadway and Traffic Design Standards, latest edition.
The contractor shall retain and pay for the services of an approved independent . .
2.' F.D.O.T. Standard Specifications for Road and Bridge
testing laboratory to conduct all required testing on the embankment,
. construction, latest edition.
subgrade, base, pipe backfill and surface course materials as I
3. All permit conditions.
. . .
applicable. Test results must be approved prior to any request for I .
4. Construction plans and all standards referonced therein. The contractor P shall
payment on the above items.
i
obtain and maintain on site, a copy of all standards referenced within the plans and
1 .
i
specification.
Scope Work:
The schedule for testing_ the embankment material shall be as follows: ,
.
of
The work in this contract consists of clearing/grubbing, excavation and embankment
construction, and all else incidental, as depicted in the construction plan sheets and
.
EI]1.bankment ,
1. Density tests shall be taken at a maximum of 200 ft intervals for .
Y
'
, listed in the construction documents. .:
each 12" lift constructed. .
Contract Proposal:
All tests shall be paid for by the contractor. .
..
- . . The earthwork portion of the project shall be bid as a lump sum contract price, and
Clean—uo:
shall include all clearing and disposal of vegetation, debris, etc., excavation
The contractor must provide clean-up of. excess Construction material
i
.: embankment construction, grading, compaction, de —watering, ero$ion control, borrow
excavation, construction stake -out, and all else necessary and incidental thereto.
upon completion of the project. The site must be left in a neat, clean,
i
General:
graded condition. 1
I
i
It is intended that the Florida Department of Transportation 'Standard Specifications
. Order of Work: .
for Road and Bridge Construction," latest revisions, be used where applicable for
1. Obtain all required permits (clearing, de —watering, etc.)
various work, and that where such wording therein refers to the State of Florida and
2. Pre —construction meeting: on —site meeting, scheduled by contractor.
It's Department of Tronsportation and personnel, such wording is
Attending: Contractor, engineer, owner's representative, .
I
Intended to be replaced with that wording which would provide proper terminology,
"
jurisdictional agencies representative (if required by permits):
I thereby' making such Standard Specifications" for this project. In addition the
contractor shall refer to the "F.D.O.T. Roadway and Traffic Design Standards," latest
3. Clearing ;Of oil areas except those areas designated for protection
revisions. if within that particular section another section, article or
in field by the engineer. ..
paragraph is referred to, It shall be a part of the standard specifications, also.
4, Sub -soil excavation' (muck, rock, etc.) of all the areas designated on the plan
I
All work shall be in a workmanlike manner and shall conform with oil applicable city,
(below pavement, building footprints, lake areas) and removal or stock piling and . .
county, state and federal regulations and/or codes. The contractor shall also be
placement of materials in areas designated in the plans. (berms,
responsible for obtaining all permits and licenses required to begin work.
general fill areas).
I
The contractor shall give the engineer 24 hours notice prior to requesting required
inspections and shall supply all equipment necessary to properly test and inspect the
5 :` Regular excavation of the Take, retention areas, swales, `and placement 1..
I
completed work. The contractor will guarantee au work and materials for. a period of
.. . & embankment construction of , pavement and building pad areas.
I
one year from the date of project acceptance, during which all
6. Borrow excavation and placement & embankment construction of
faulty construction and/or materials shall be corrected at the contractor's expense
pavement and building pad areas.. .
Clearinq�Grubbina:
7. Stock pile. and or dispose of excess materials, if any.
I
The contractor shall completely remove and dispose of all building .timber, lance, trees,
brush, stumps, roots, rubbish, debris, including septic tank, building foundation$, pipes,
Construction Conditions: .
etc., within the limits of the construction, all areas where structures will be
1, Provide a temporary construction fence barrier around all trees,
constructed including pipe culverts, and as otherwise depicted In the plans, all In
plants or groups of trees that are designated to be saved in the .
.
accordance with Section 110 of the standard specifications. :..
plans, or as determined to be saved in the field by. the .
I
The owner and/or engineer may designate areas of the site to be protected from
en sneer owner within areas desi noted for rotection.
9 / 9 p
clearing ,operations. Specimen trees or existing citrus located in. desirable areas may
be designated for protection.2.
Provide appropriate erosion control measure so that the adjacent r/w swales .
i
Gradina:
ditches and wetlands are not impacted by silts.
The contractor shall perform all grading necessary to achieve the proposed plan
Include necessary filter barriers (hay bales, slit fence, etc) in ..
I
grades, final dressing shall have a tolerance of 0.2 ft. t from the plan cross
the contract proposal.I "I
sections. Grading shall include all 'shaping, rough grading, roadway excavation and
3. Any excess fill (if any) shall be stockpiled on -site at a location .
!
final dressing required for the proposed site work, roadway and road embankments
within the limits depicted in the plans. The contractor shall be responsible for .
designated by the engineer, unless other .
maintaining the finished grades until contract close-out, and must re —grade as `
arrangements are made in the contract. .
4
required when erosion or other disturbance occur. Seed/mulch and/or sodding shall
4, Embankments/graded areas to be seed and mulched immediately after
be incorporated to assist in this regard. However, any loss of sod or seed/mulch
final grade is achieved, as follows'
during theses occurrences shall be replaced at the contractors
— All lake banks .
expense.
Seed Mulch: .
_ All ditch and swale banks. .
All top and back of berms/embankments at perimeter of project
i
The contractor shall seed/mulch all areas as shown on .the plans or as directed by
all areas outside of the project limits, but disturbed during
I
engineer immediately after grading, and at the earliest practical time in the contract
construction:
.
Aime frame. The seed shall be a mixture allowing a quick grow in and a permanent
ground cover. The contractor shall meet F.D.O.T. standards and shall eed/mulch,,
- ..
5. The contractor shall be responsible for construction stake... out,
i 11 ''I
...
11 ` water/maintain the planted area until final project acceptance.
6. Swales shall be fully sodded. .
.
. Excavation end Embankment:
7. Materials obtained frorr the regular excavation of the takes, retention areas,
Excavation shall consist of the off -site excavation and utilization (borrow) and on -site
swales, etc., shall first be placed for the road and parking area embankments.
.
excavation and utilization or disposal of all material necessary for the construction of
It IS Intended that better quality 'Borrow Materials' required for the pr. ..
'
-' the proposed embankments for the roadways, parking lots, and building pods, berms,
will be used primarily, for the bullding pad embankments. ..
ditches, swales, and other utilization of materials excavated; and shall include the
compaction and dressing of the excavated areas and embankments.
8, This project has several areas containing various amounts of
P 1 g
j
.
' The excavation and embankment construction shall be classified
unsuitable material (muck), identified by the soils engineer..
j
as follows:
the depth varies from 6" to 3 ft. the areas (3 "pockets") ,
1 —, sib-$osi excavation
The excavation and disposal and/or placement of muck,clay, rock, or any
total . 3.7 acres. This material shall be removed and replaced
with suitable excavated material or borrow material. The .
other material that is unsuitable in its regular position. The limits of this
excavation are particularly subject to field variations in accordance with
.
location of these areas lies within the wetland limits. . . .
conditions actually encountered. Generally, the surface layer of muck &
delineated on sheets 2 and 3. .
highly silty sonde shall be removed from: a point 10-feet outside all building
9, The contractor Shall not submit a proposal for the earthwork . .
foot prints, and 5—feet outside all roadways, driveways, and parking areas,
unless he has received, read and understands the soil report
and within the limits of lake excavation, The excavated materials shalt be
stockpiled or placed when designated on the plans, removed from the site, or
.
prepared by K.S.M. Engineering and Testing, Inc. titled ...
used for any required berms, or for general fill in areas not intended for
Site. Investigation — Publix, KSM no. 992048", and dated .
building or pavement embankments.
Sept. 27, 1999, This report is considered a part of the
2 - Regular excavation:
The excavation and placement of suitable materials for the construction of
construction documer;ts and the earthwork, soil preparation
-i
,.proposed roadway, parking lot, and building pod embankments, . ditches,
and other related recommendations within this report are .
swales, retention areas, lakes. Materials acceptable for these embankments
adopted by reference as part of the construction
shall conform to F.D.O.T. standard specifications, section 120-7 and 120-8, • .
specifications. . .
4
and shall be free of muck, .roots, stumps, brush, vegetation matter, rubbish
10. Within the two (2} outparcels, the contractor shall underbrush
I
or other deleterious materials that shalt not compact.
Material: select grade A A S.H.T.O. M-145, designation A=1,
and clear only as required for berm construction, and . .
j
A-3, A-2-4, (reference F.D.O.T. index 505) .
utility/drainage. COnstrucition.
i
Compactions 12" compacted lifts, min. 98% max, dry density
`
(AAS.H.T.O. T-180).
3 - grow excavation: The excavation and satisfactory utilization of material from
i
authorized borrow pits for the construction of proposed roadway, parking lot,
.
Iand
building pod embankments, ditches, swales, retention areas. Materials
acceptable for these embankments shall conform to F.D.O.T. standard
specifications, section 120-7 and 120-8, and shall be free of muck, roots,
stumps, brush, vegetation otter, rubbish or other deleterious materials that
shall not compact.
.
III
Material: select grade A.A.S.H.T.O. M-145, designation A-1.
. .
A-3, A-2-4, (reference F.D.O.T. Index 505)
.
Compaction: 12" compacted lifts, min. 98% max. dry density
+;;
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(AAS.H.T.O. T-180).
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CONST. 289
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CONST. 168
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EXISTING GRADE ___-- -----
EXISTING GRADE ---- 11.0
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---12" P V.C. 10.0
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,. .: ..
DRAWING NO.
DRAWN JOB N0. _ � U:;,
DESIGNED D . � %}{`�..• 99 101 �. fRE _..
�..�..� ..�� -.- ENGINEERS AND PLANNERS
����� CONSULTING
AP TELEPHONE 561 569-5505 FAX 561 569-1455 SHEET
DATE SCALE APPROVED a PROF§LEF
O ( ) C }
To+�� o g
1 =20SEWE� PLAN AND ' TA s0 ROYAL PALM BOULEVARD, SUITE 401, VERO BEACH, FLORIDA 32960
REVISION DATE DESCRIPTION SY 12/2/99
I
DEDICATION
TITLE C ERTIFIC ATE
STATE OF FLORIDA
LOCATION MAP THE LANDS AS DESCRIBED AND SHOWN ON THIS PLAT ARE IN THE NAME OF, AND APPARENT RECORD TITLE IS HELD
INDIAN RIVER COUNTY GOV. LOT 2
BY THE ENTITIES EXECUTING THE DEDICATION; .AND ALL TAXES HAVE BEEN PAID ON SAID PROPERTY AS REQUIRED BY
CITY OF SEBASTIAN
S.197192, FLORIDA STATUTES, AND THE OFFICIAL RECORD BOOK ,AND PAGE NUMBER OF ALL MORTGAGES, LIEN OR
STAif ROAD OtTdl R/* '
KNOW ALL MEN BY THESE PRESENTS, THAT BOOS-GMC SEBASTIAN, LLC, A FLORIDA LIMITED h; f 'A,;
ENCUMBRANCE ARE LISTED BELOW:
000,
AF
LIABILITY COMPANY; OWNER OF THE .LAND DESCRIBED AND PLATTED HEREON AS "PUBLIX INDIAN �' ---�-1 ,« P�-�cAr�°'r� °F13�s��
,� r t G k ,� A;, MANUFACTURERS BANK OF FLORIDA, A STATE CHARTERED BANK,
RIVER SUBDIVISION SITUATED IN THE CITY OF SEBASTIAN, THE COUNTY OF INDIAN RIVER, THE s * 'c!+ ,». ,. • x �, RECORDED IN OFFICIAL RECORD BOOK •, PAGE 1t.L�
STATE OF FLORIDA, HAVE CAUSED THE SAID LANDS TO BE SURVEYED AS .SHOWN HEREON AND T tv • y , , ;� ,, !� o
DOES HEREBY DEDICATE AS FOLLOWS:,
ALL ACCESS EASEMENTS SHOWN ON THIS PLAT OF PUBLIX INDIAN RIVER SUBDIVISION ARE
•T. .AMA OftItAC ;•r
HEREBY DEDICATED TO BE AND SHALL REMAIN PRIVATE. THEY ARE DEDICATED TO AND SHALL -�,,� atajW
BE THE PERPETUAL MAINTENANCE OBLIGATION OF PUBLIX INDIAN RIVER PROPERTY OWNERS ZONING: CG 1 °R
1, F. !. 0 ttn MM►e r
ASSOCIATION, INC. FOR THE USE AND BENEFIT OF THE OWNERS OF THE SUBDIVISION. ALL LAND USE: C/I 2 3 gY, DATED Z$ ZoO°•'
O "� °°"�.` GOV. LOT 4 '
AMBULANCE AND UTILITIES I.R.C.) �-
'PUBLIC :AUTHORITIES, INCLUDING BUT NOT LIMITED TO POLICE, FIRE, t �, � �:� (
SHALL HAVE THE RIGHT TO USE- THE. ACCESS EASEMENTS- IN THE PERFORMANCE OF THEIR t3{{ JAMES B. SOBLE, ESQ.
F SEBASTIAN, FLORIDA, SHALL HAVE a ,., ---j "�" x i--- A LICENSED FLORIDA ATTORNEY
RESPECTIVE DUTIES. THE CITY COUNCIL OF THE CITY O SE
NO RESPONSIBILITY, ` DUTY, OR LIABILITY WHATSOEVER REGARDING SUCH ACCESS EASEMENTS. sue' : RM-----�'"�rtka �• RUDEN, McCLOSKY, SMITH,
'EASEMENTS AS SHOWN -r-ANaw 2 3
THE WATER DISTRIBUTION SYSTEM AND SEWER COLLECTION SYSTEME ,,. - .SCHUSTER AND RUSSELL, P.A.
ARE DEDICATED IN PERPETUITY TO THE. CITY OF SEBASTIAN FOR THE CONSTRUCTION,' �,• s., ..
IN
INSTALLATION, MAINTENANCE, AND OPERATION OF WATER AND SEWER 'UTILITIES BY ANY UTILITY _ SE: IN 3 O?� �c,�
PROVIDER IN COMPLIANCE WITH SUCH ORDINANCES AND REGULATION
S AS MAY BE ADOPTED FROM r p , L A K E
���"•#(CITY)Sir
TIME TO TIME BY THE CITY COUNCIL OF THE CITY OF SEBASTIAN.� - , �`-' ELICA
. ♦it AC BARBER S-MMT f.t4 AG
THE PRIVATE DRAINAGE EASEMENTS AS SHOWN ARE HEREBY DEDICATED IN PERPETUITY i — o P°`'�
DRAINAGE FACILITIES TO AND SHALL BE THE ---- ---- - - �� i TIFICATE OF APPROVAL AND. ACCEPTANCE
FOR THE CONSTRUCTION AND MAINTENANCE OF DRA CERTIFICATE
P TUAL MAINTENANCE .OBLIGATION OF :PUBLIX INDIAN RIVER PRO PERTY OWNERS (ASSOCIATION, 9ilj\ '""� k 9� Q}"„, 1'I AN
PER E
w - ZONING: CG ,=t ��
A TIAN .SHALL HAVE THE RIGHT, BUT NOT THE OBLIGATION TO PERFORM BY CITY COUNCIL OF SEBASTIAN
INC. THE CITY OF SEB S "E--G-/ $
EMERGENCY MAINTENANCE ON THE ABOVE REFERENCED EASEMENTS.
t' " ,�" •p" .aef : THIS IS TO CERTIFY THAT ON �" /'�,�.20�� THE G�LY. C_0U C1.L.-CLT-�QF._SEBAS?lAN,..LNDaAN-RIVE
n $ .. ,... ..
.FOR FUTURE RIGHT-OF-WAY �, DEDICATIONS THEREIN.
.. m t so z s s PIED THE
TRACT A IS RESERVED BY� COUNT , FLORIDA, APPROVED THE FOREGOING PLAT AND. ACCE
Tn THE FI Cl in '� '� 9
CON VEYANSF I OR >3 �+
:Ba
�,
m rj " m � !s n w t1tA a _
o0s �Mc sEeas
`1 1 �/ 1.. L.0 L3 " t T 1r ac t ns ,t f; is .c • -
. g u _ � �.,. .� ,..� :' ` /lC�- MAYORENGINEER :-
THE ABOVE NAMED LIMITED LIABILITY - COMPANY, HAS CAUSED THESE �, ,tea MAYOR. v AY CITY
IN ` WITNESS WHEREOF, �, GOV. LOT 6 T 5 . '=
FLORIDA CORPORATION ITS < r s GOV. LO
E SIGNED BY BOOS- DEVELOPMENT GROUP, INC., A L � � �� . • {� WALE BARNES
PRESENTS TO B ?� �•� Am �.,"
- SEAL AFFIXED s n�
MANAGING MEMBER, BY ROBERT D. BOOS, PRESIDENT, AND ITS CORPORATE E L a. , 9i
h,
I oZ DAY OF � :: �'�'v.
HERETO BY AN WITH THE AUTHORITY OF ITS BOARD ` OF DIRECTORS, TH S �'
s �. '� ! �.� s¢ . a, CITY ATTORNEY.
. y ,.,� ;» �r ': CITY CLERK•
! +s o ,
-� ��� �.° ,,,.� � RICHARD S INGER
v� S 2000.
�v2 ATHRYN M. 0 HALLORAN
- \ � � APPROVED AS TO FORM)
,ram ,�,� (
p ATTEST TO MAYORS SIGNATURE)
BY. WITNESS $�
BOOS, PRESIDENT R_.
ROBERT D. B � r� OF CLERK
At
CERTIFICATE ATE
� STATE OF FLORIDA
WITNESSo s s �
.: COUNTY -
INDIAN RIVER
t -
_ CERTIFY
- _ K.BARTON,ERK OF THE CIRCUI
T COURT. OF 'INDIAN RIVER: COUN
TY
FLORIDA DO HEREBY CER
p ;.:. I JEFFREY B ,
Kam. REQUIREMENTS OF CHAPTER 177 OF THE LAWS
«- t i PLAT AND THAT IT COMPLIES WITH ALL Q
� ,t�' nos >� ! �. THAT I HAVE EXAMINED THIS
---� ` t"► . ! 3_„ 6�R. AND RECORDED
�i AY OF 2000,
. P.f�a � FOR RECORD .THIS .!__ D
- , STATE- OF FLORIDA, AND IS FILED
tyrk et.r. n: OF THE
COURT OF INDIAN' RIVER
•� IN THE OFFICE OF THE CLERK OF THE CIRCUIT
�.�..� - _ ON PAGE �� , PLAT BOOK ��,
/ -
' >.-z COUNTY FLORIDA.
t «aut+ `
t,/dlt'S paa
SmAS11AM CRY waw
IC ATIO N 29 28 K. BARTON
ACKNOWLEDGMENT TO THE DEDICATION JEFFREY .
:Y.
FLORIDA - � ._ CLERK OF THE .CIRCUIT COUR
T
STATE of 0& 21 TOWN I P 3.1 S. RANGE.:3 9 E
- SECTIONS 2 s- DEPUTY LERK
INDIAN RIVER COUNTY •b�
u_. _
INDIAN RIVER COUNTY, FLORIDA
BEFORE ME THIS ag DAY OF � „ v „•. ;, : -.:_ ,, _ :....__.....
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED
v� �r 2000, BY ROBERT D. BOOS, PRESIDENT OF BOOS DEVELOPMENT GROUP, INC., C IT SURVEYOR' S CERTIFICATE
CORPORATION,. THE MANAGING MEMBER OF BOOS--GMC SEBASTIAN,- LLC, A FLORIDA
A FLOR A CO LEGAL D E' S C RI P T I® N
THIS PLAT OF PUBLIX INDIAN RIVER SUBDIVISION HAS BEEN REVIEWED BY THE UNDERSIGNED PROFESSIONAL
LIMITED LIABILITY COMPANY, ON BE OF THE COMPANY, WHO IS PERSONALLY KNOWN TO ME.
QUARTER OF THE SOUTHEAST SURVEYOR AND MAPPER EMPLOYED BY THE CITY COUNCiI� OF THE CITY OF SEBASTIAN, WHO HEREBY CERTIFIES
COMMENCING AT THE NORTHEAST CORNER OF THE NORTHEASTQ
' THAT THIS PLAT CONFORMS TO THE REQUIREMENTS OF CHAPTER (F.S. 177,041 (1 FLORIDA STATUTES.
V� QUARTER
OF SECTION 20 TOWNSHIP 31 'SOUTH, RANGE 39 EAST, INDIAN RIVER COUNTY,
BY. r�Q, - QUARTER ' OF
T L"��` •'�`'� �� AND RUNNING THENCE ALONG THE NORTH LINE OF ,SAID SOUTHEAST QU .F
ROBERT D. BOOS, PRESIDENT FLORIDA
SECTION 20, NORTH 8919 28 WES T TO THE WEST _RIGHT-OF-WAY LINE • OF U.S. HIGHWAY u BY.
NOTARY PUBLIC BEGINNING 0 T TO THE POINT OF BEGINNING, THENCE FROM THE POINT OF BEGIN G
• ••,,,, uu�> �waN 1 FOR 155.87 FEE >. _ _ROD REED, P.S.M.
• A T 916
"��""u''S�"�"� - F-WAY OF U.S. ` HIGHWAY 1 SOUTH 26 03 55 E S FLORIDA REGISTRATION No. 3 STATE OF FLORIDA AT LARGE �' RUN ALONG THE SAID WEST RIGHT 0 #
MY COMMISSION EXPIRES: �► �S aa��1 EXPIRES. A'Jy^t,bkth l
�"� -•--� • •'r '°"°i°"""'"°""P"°'``"i°""'"'" TO THE NEW .NORTH RIGHT-OF-WAY LINE OF BARBER STREET FOR 503.10 FEET;.: THENCE
DATE: c�9 • ?o • Leoc>
NEW RIGHT-OF-WAY LINE OF BARBER STREET SOUTH 63'56'05"WEST
ALONG THE SAID E
MORTGAGEES CONSENT FOR 405.96 FEET TO A. RADIAL CURVE CONCAVE TO .THE NORTH, HAVING A RADIUS OF
- WITH j� SURVEYOR'S CERTIFICATE
AT OFFICIAL RECORD 4 0.00 FEET AN ARC LENGTH OF 215.68 'FEET AND A DELTA,OF OF '26`51'50" ALONG -
THE MORTGAGEES JOINDER .AND. CONSENT TO DEDICA TION ARE RECORDED 6 -
• » N A CHORD DISTANCE OF 213.71 FEET
A CHORD BEARING OF SOUTH 77,22 00 WEST AND THAT THE UNDERSIGNED, BEING A LICENSED AND REGISTERED LAND,
A OF THE PUBLIC RECORDS OF INDIAN RIVER COUNTY, FLORIDA. - .� KNOW ALL MEN BY THESE PRESENTS,
BOOK SI P GE TO A RADIAL TANGENT; THENCE NORTH 8912 05 WEST FOR 119.21 FEET TO A RADIAL
.Y:: SURVEYOR', DOES HEREBY CERTIFY THAT ON �jvw5�r 2.64 2C� HE COMPLETED .THE SURVEY OF LANDS AS SHOWN
TO THE SOUTH HAVING A RADIUS OF 400.00 FEET, AN ARC LENGTH OF AT IS.A CORRECT REPRESENTATION OF THE LANDS .THEREIN DESCRIBED AND
CURVE CONCAVEIN THE FOREGOING PLAT, .THAT :SAID PLAT
56.36 FEET, AND A DELTA OF 08 04 23 ALONG WITH A CHORD BEARING OF SOUTH 86'
MONUMENTS HAVE BEEN PLACED, AND EACH PERMANENT
DISTANCE OF 56.31 FEET TO A NON -TANGENT; THENCE LEAVING
:PLATTED OR SUBDIVIDED, AND .THAT. PERMANENT REFERENCE
45 44 WEST: AND A .CHORD
PERMANENT 'CONTROL. POINT WILL BE SET AS SHOWN . THEREON AS REQUIRED BY CHAPTER (F.S.177,041 (1)), FLORIDA
STREET NORTH 25'40'45"WEST FOR 491.51 CITY OF SEBASTIAN AND THAT AN
. SAID. NORTH RIGHT--OF--WAY LINE OF BARBERS DIVISION V. SUBDIVISION OF LAND, LAND. DEVELOPMENT 'CODE, C ,
STATUES AND
FEET; THENCE NORTH 00'09'20"WEST TO THE :.NORTH LINE OF THE SOUTHEAST .:QUARTER
CONTROL POINTS ARE SET IN PLACE; AND THAT SAID LAND IS
E .: AFFIDAVIT OF RECORD WILL .BE FILED WEN PERMANENT
NORTH LINE OF :THE SOUTHEAST
OF SECTION 20 FOR 244.35 FEET, THENCE ALONG ,SAD 0
. ,L; LOCATED IN THE CITY OF SEBASTIAN, INDIAN RIVER COUNTY, FLORIDA.
• FEETTO THE POINT OF
QU
ARTER OF SECTION 20 SOUTH 89 19 28 EAST FOR 741.27 FEE 0
INNING. CONTAINING 11.59 ACRES MORE OR LESS. SAID LANDS LYING AND BEING
BEG
.�
INDIAN RIVER COUNTY, FLORIDA.
' s . 25 d'O
WILLIAM LS
FLORIDA REGIS TRA ON No. 4416
.. -
- BOOS GMC
SURV OR SURVEYOR
. � NOTARY CITY
-
SEBASTIAN. _ C. `�
.., 4
THIS INSTRUMENT PREPARED BY.
IN ASSOCIATION
WITH.
.. + �... : - . , 4_ .. , ., r: • •
). t � <•.
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E. HAYHURST KNIGHT McGUiRE & ASSOC
IATES, INC. W •: • ..
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0 4416 VARD SUITE 401 W... o
OFESSIONAL LAND SURVEYOR, N 80 ROYAL PALM BOULE r_•. �;••, y,. t•
G INC.
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VERO BEACH, FL 32960
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LAND SURVEYING COMPANY�,�s .: ,, , t �; o ,
t 5�11 569 5505 : _ , r. : � - .�,�'"`� _.,.�'" � - _ :��s• • c ►•��,as► . , � L' t}
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