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HomeMy WebLinkAbout1989 - (#23) Site Plan, .. I I I - ... I . . . . . . . ::i " ,,, . � -. * I v ` - v. s "�4_4 r .E` 1. . .,_ . , - iII . . . . . . . . . I - , .. . I % t . I " : . - " -0. 5„r, INklub .. -.,a .. ..r ., .� �. . , ,, :, ..�: ,.... .� ., ., .. w. .. ?:r µ 4.,,....... - ......w„ `' LEWF,L"CESCRIPTIOtd I ai < J ` ' ^RT Pi { ! 5, �...Y•ND k .� 5~ D C1 MA RINE DR �•• 1 f i r ?, 2� and 24, Block i HARDEE ;SCIQDI"1''ISIOPd, N0. B, according to the plat thereof as ,� '�`'� • , ,QST '' �► < i GENERAL NOTES " _ r 5 9 , i_ Florida' f` ` � , oP fes- '� oyti I f 1 i aI ,, _ _ Ir, Plat Soak 4, page 74, Public Records of St. Lucie County, said land naw lying =1 e��, 0,� s ,,� s ,�' _ 1. Contractor is responsible for checking actual,si.te Condit ons, t ";., ;n Ifl�ian River CpUnty Floridan TOGETHER with del of thdt part of Lot 7 "Block 1 Nardee '' ' �y e x� s T / <� i� before startin construction.,.' ' ' + " . 1 , ,1 No. 'B, lying Easterly of new 0'.S. ;Highway No. 1 ; TOGETHER with the Easterly 5 feet of thc' , tj' , r11 0' �` sl ``o 'q P °qF `� 51 O 2.' An discrepancies on the drawings shall be brought to, the . Ic . , '�' :�:le 1 in `i�imedia el W r f v d s rib d which sal runs <°� s'� sr s, / �'ti ti Y 17 Y Y 9 t y este ly a Lats 21 and 22 as aba e e c e d ai ley ., �� "^, �� / ,,, -----TM- s--% attention of the Engineer before commencing work. { ', "',�Psterly-Southeasterly direction through Qiocks 1 and 2 of=said Subdivis"ion and VaCdted byZ, . , ,1. 8 - ti }i 0D ST r� c'3 St f / Y ; `` work. I mmencing . :, ','.. 157-A of the City of Seba st i air, a !certified copy of which was recorded on January 20, ,� P �� s°''`�r \\ , °N - "'� �2 z 3. Contractor shall 'obtain all required permits before co 1."ficial R Record Book 30, page 4i3 PuClic Records of Indian River County; said alleyway I �, �9 , 'r ";� ... .. of 81ack 1,; Hardee Subdivision'; No. B; And also, Lot 1, 81ock 1, of aforesaid Hardee Sub-i_j.I.1'°r' ��°�0`� / �,� �� - �. 4. Contractor shall be responsible for location of ill"existing ,,:,,., E utilities. The Contractor shall contact all concerned utilities �I:;. Q� _•,' ,%' r'"'" 'CESS AND EXCEPT right-af-way f� U.S. Highway No. 1 ds It naw eX1StS. ���`� �` 0 m W operations. .l 9� S.C're ore o 1e 5 _ - iz at least 48 hours in advance of construction o ) + v \ No field Chan es or deviations from design to, be made without ` '� o 1; I// \\� \ ^ / // / ~ \ 5 . 9 I �. t �' ",. / \ \/ / Qo /.,t to �\ prior approval to the Engineer. ��` �� - ; Ao _ from elevations shown to ex`'sting grade at property ��� y �/ "_ \ R 6. Slope grades I. , r I F . �� �� \,„ ~ 717E 1 �, } (Q • � ' P ' CrPASIIAh llC 4' line. . i f O I `' 1 $ �; Y1 t �" , �Q��� M : Q '` / i j' AIN \\ N P) V In 7. All pipe shall be laid in the dry. I -'" i 1 '�' qq % . .. i - .r I ' r Mq/N/ I' 0 of AV a4 ('/1. NI(f ` L, i / + „ ETT . f ... ,STIAIM, OK.t ,, 8. Engineer shall be notified at least 48 hours in advance for. . :` _- \ .r - °,' ,( .'',HI' 1.Ih P!AJA \ � ` f an gins ection. k I1.1. ' Y:r ,I"!,R T a i I / 9. Al1 areas disturbed by construction shall f,eceive grass.,;-,,r,�ulc,h.-_ - - ` y • ,t, I aa�� " �� %� i . E� �rP� �' o« et" T FOSTER RD \d� \ , ,(V� \(Y� V b Q ji or solid sod. '• r �� a I o�E w:.' %• q� ati ^a ' .�,,,,.,,_�, . t,,,,,r< . „u+:s _ tV `} . - _ A1(�N SI n41 qct' SJ n11', • .. ,_ ° - VALENCIA i "Nift? . - -s "�:c •.. v_ , . i' A/RPORI z`AVOCAOO W - r b Em ire Er� ineer'in and Testing, w S�Ofj , + 10. Refer to soils report prepa ed y p ,-� 9 �, _ _ - 1S. .. .<�x f r., - 'yam "-. .., ,'«ron -Yin•-v •-P T'-, - - pt < o NEAPPL :,; '\ t^ Au ust 11 1989 for existing s,oi1 conditions. L'. � � �O ', " + Mr a'. fi _P. % �,,a ,g �¢ -�-.. < Z -TANGO V KIN T < J N Inc. , dated 9 4,Ti - ._ �. - ITRUS AV TANG - " IT ,Y J .. - lP(.rl;..�•; ;,,. - w.�;.:. -- 'r - - - yz"•.•,.»•,-:yt[•.:r.;-„-,.. r_ .. �:0. .. �� `�'1� A �� \\ f rmation re ar.ed' b Altlritton, Fowler, v '7lT-_ u - ----' - 11. Survey and topographic in o p p y # • !. 'I,�' t ��'(L1,\_ ' I• ,r .fs,. y GRAN E V CA MOr•IDIN _• j. Crtl' UM 0 1 . . _ 1 `+ j's .. % /�--/moi •-. - "j Q - ,I aid d z p AL MANDA AV SEAG APE .,/ " I "� , I W W and Kirby, Inc. , dated August 28, 1989. t. i / '� // ` ---- R-' O i �;_ .\ �' ( y '�� Z v=i CROTON AV [ �;, � ,' 4 I :I �, Y W �� .. 12. All construction shall be in accordance with the City of / . /� _ - IOw & � . A ust 28 1989 and �' / \ b �; _ HIBISCUS AV - n Code ado ted u , I f . r �' 1 Z 3 U W -I Sebastian Land Devel.opme t p 9 : Q7.37 f ! - -. /-' - _ d „^ x ¢ < � Ll 640E m I/�� W I U .• f' �^ C E � A I n � I� Jp••-! � ' m (il � W H � � 1 other state and local codes. / �e 0• f2 = . , - I' .. s 5 r.� S p ¢ = . ENSOP A -'I - , . va � I 0/ 4,l1 Q (� {n al er AASHTG' T -I80 method. All i 1 32 j/ �tYolc 1960 �8 Q _ -` �- ,� rr_,ii_ra_rir- < ///i r err 13. All density tests to be performed p s� nConc OQ� - -'-" II, I density tests results shall be furnished to`the Engineer on all / ,t. / �___Io '! �-- I rV I �������� ��� suhgrade and base work. I . i I, ,) _ 9 - 1�f7.2 EXIST 5'I C) _,� - I 1 . /JJ/ l�1.1. 1 Sc t 1. R. �' �'�p l �� _ i (\ { V W n I J` �/ ' E !sr a _o��r_ - SECTION B B Z L „ �' - set !.�. 11 X l •ST ��! - �`xe 8 ?3 ' 4 :�! �a i - s 83 �30'rl0'E N G.Btl - - - W ^ M /+ i �� <0 M In I 't a s t CJ I N i I, �. I eve •Qin �' 17C. lL wFr T �� y'.. $ //.. l0lNC ' .) ol�<lyP I Ldr 7 `�/00�?G"tI2"1�V� Q11.50',�.� l0'A�le ° 1 , ( ( U M ° I L 0 If, 15.Q!_. 1 Sc t P!! In a I v V `Y 5 .1 , O g f- ---- - B " m F \ o . - .�- p �.- r r i // .6 ) W a 1� t/ \ _ �, ` _�, ,�� _ O� '` , . - _ k/ `-� - -:. _ II', i % --°' ' - If `� / - 6- Q ,f :C?ll7JC - Comrnerclal �!l771 ted _ _ _ ""' z n a - ` L C ('l rJ° 0 Cocrc. Wheel Stop �l40 p x S - - - -_ Q- \ I / `' �' ti• x h l2"PSI �. *o° �� - _ � V a �, � �rL �(ryp. Eoch Spoce) 11 !Z"Po1rn Q(ro �r<'. "' 1'l- l�'Jj - ' '' I, - = 0 Z ' l }} nn c % 1 TA �� P. t 5t ,Ut-e 9 �O, 5 1 d _- 41.i I C , - ., - ---, a4.Aa 1.Ai ConC�e to to.It t, t'4*4%� 1 p o '`' �� h -1\0 E lSt G" c/r te Q i �(EXISt ?"lrt be 3000 P. S. Z. - o I I k- h !/ > �strn �m ervlous oc'co 1 39� S.F. 3.Q 10 i , %k` 1 ro cc, be rel oted� I �ro be elccc i I } ,.: PLAN VIEW , i'l 9 A Q tA y , � �o, I "I(� I os `(l it � - �:_' - �� I '' 1. Z ' fie, - �o 0� + �o- $3.� .1 _'I 'pop ed 6tobiflzed Bose ,Oreo - 23, l7Q 5_f• = 57. 0 % Z ° N J e: Tsip hI. } 3 I �' Q W^ n L \ r J b! / , I Il? O . . a Foo . �� oe 4 b� �t•S I x j �reerr Qceo l5, 9Q3 S. f. - 39. ,I fa %' o 0 4 t, a' LI 9 1I 9 a .a .'' 1�1 Kl fl)a -, m 4 ID n o ,4 /To r ,r I MITERED END SECTION - f N=- 4 '1 r �, !-onoscd C/Se �/eh�cle F Boot I�o!!c� l'orh�t�_ Al co o W 4 I I i- o h 'D - �_ - i' ' �p .' / - \ . Is �I \ u `° . o I /t' �, a 1. CEGEtVD :! 0� Stob�lr�cd 8osc T �, .11 V \,o j see detoe'/ this `�'hcet. oo e0 ?Q COT Z3 9 ; 22 Z07 4*4 ti �- # . �3 ` t 11 - C1�1/G 0,474 q ry�IL e, I f, ) Exesfen Spot Elcvotlo� o �, 9 X ,� . ,, . , , . . . \ 6 01- . .I , I " '. '11,III �� - 3/ Cor orrd hi-o��el ocl�trt s occs r vldco'. I it , P 1 , °� Pr too d pof Elevo f: 1.,�' I :I Q tori r l l { `IT)`� o se S t 6 !n l C 'curb . .... t r ! ;t 1. r� 1 � l .', _,/M1. j' _ _ �' O� rt flow �?��ow - ,,, 44h g J I A i I . ti' .. ...w- .• -. I A_.._ c _ , __ - _ - _ - t, g -._, - . �_ rr qX _� --� r i. 2 -I.i _. A AID54C4.046 s _ I _� ,". .._.r . 1V SC' E , _'r•- . _ l }, \ A r` I t :.>r -, % 0 - _ ` , '1.� -. _ _ > . O i - �_.._ _� :. 0 ! % lr7deo Q! ver Orr ve ?8� x 1 Ie-ee 35 - y{F[ / 17 I _ - - , , `, I41 I ► cru rc I cs ��" a' I v �' _ ., __ v.2 , -_ �, . o S C r rs! r " ,': 4 Dlvc - - . -1.1. Mo�h 5trcet l 5 x 1 3 5 5 occs 11 % I .1 o Q 5�torm w. D 2 lop: E q ' �. ? � � Tree Z Mo o. P { . ..• t _., vorth l�lo er !erre Q5 ; O -`,� -, �s t l x 1 Ircc 50 3 rrccs (,- e y l , . p o . I , a- '3 - _ r Y n� #' GlCl J`C a ..ll, ,g. , . .,�' ,1 - ' - _ - /.�/ nh 4, C �*' O �h ;, a I , �✓ ► - r7 t 2 ccs F 20 x ! , I., a _ - _ / „, sc �y SP X .1 I / o 0 3 I o _ ,, .i / : / / ry - - - _ _� E 50'Sf. _ H .. �eyPe f C'd/7 b`• e pec - = . ,� .5 e Z a . ' " 2 ' -+k-.�. �. `. •�, - : � „� . t"'. ` L , N c% G. S. ? l5 9Q3 x l Iccc 3000 S. F. G rrccs I:� •,1 ✓Bt''G:�OI� / O a' i .` \ �..Y % y[ ./ Y t• - 1L- t .�r•w-ti --- , -_.-� , ;'%. l \ cJ v" I� - - - o .6 Vs Ff�d. �Q rF ,-�_� /: ! o e-ees re c�«ed 2Q Trees .»< 5 C/! J '; �OwCC �jf (� �r'M a� t yrs•%. o- `. IOtol ,l dole 00 2G "�2 "" - 28�. 07' �1_ii _ ' ' _ - ---'f Q. �� , IR . I �5od �d flume l�owP� t- ._ ., - --.. • �'� - - . Exlsl. Cotch 8oser ' . 1 t f o� , c - ' i , �_-is' : 4 Io El. G. 3l.1 I `�see�`etoll7hls ;�- ��-- v at -4!51_ z� _ _ _ :� roto! trees (�rovtded = 3 Exist Tcees to terrrort� 251 \ % lrry El. 8 5 g �g '- �o c" S. I 7r,(c F 27 �. r fterec/ El7d ✓ec t�� 5ce do tall thl5 sht 0 ) 1. '� `�� `� ec�t� < 3o rte s`�� video , ,f -Ed e of Poverrree7t _ _ _ ' 1 C' c' i �S 5 g Ip �rlvE - - ------------- --- - -- --- - i ECTION I' ,: _ - �� _ _- _-- - ---- . 5-0 s I - t . `; . _ ( `' i 1YCdg Qequ«ed 57Q x 5'hrub / 2. 5 - ?30 5'he-ubs fr w cK . . 9 .' ' , �. ; I � - v ....._. ... ,r.'. _ 4. __ . . Jlo - i` - �o�o ' Ql f � Q � --!_.. � � -a - - \ . , \ IW - ? he h & e'lonterr -- - - } - -- ---- , s ." . r 6 _ , , • 1 f1 ✓C !r 1 .. . ,�s% , \ �. . n' �2 . _,I/I.O�Yo 7 1 1 cot ,. - ' . 4 ql 3 h s ♦$ y , .. , ._, a ,-.,.rw'.. .. .+..%i.". .. r - _:� -' .-:_.__ - - -- .. 4,,.. _ , -.._ _ _. _.. _ _ _ _ '".a,?bt»'Si \�\ - -- .r- - - 9 /. ,. w f y ,� - __ -- _ __ _-: � .. �,- -- - -- -- - �� R .. _... _ - - - - - - - -- - - - -- - - --- �. _.� ' _ - wlthlrr 1 of U 9 y . _-_ - -- . . ,. . , _;\ • n ore boccd vrl oss<. i�d �» ,' - � -' ", . r �\\ h� e A/OTE . 11 elevgtio rr sh \ , ; ', - . - . elevoteon at: 90 of the trltcrsect�on c tre 11'E' 1�/ X14 e of ltrdlon Qevee- Orbic orld the rlorz`t�' ��/ G,r�NQ,S'CAP� CEGE1�10 �. of ll/lorT 5'treet extcndcd. Scole ! "= 24 �' �,\ \ ;! :� , . - I - i A, Po1m Trcc /l0 rrrlo Hcc ht @ Plont�� 1;09 s�l�d sad �,� , t0 e' Vorlcs 8' . 5' : , , - - - _ El. 8.50 , / / I nI=III�Iu�II_al rl��,` ��-= 7.8t ��r PLAN VIEW -�� Cave Do��B'min lle�gflt @ �lo�terr_ I l!r_Ill>Ili;=lI( JILT i ' .� i . 5m;o, sod -_ _ ' I Z' o" ,� _ - ' O� wax Myrtle (8 rnet�, l-/eI9hls C fYorrtetz- i ' t: I - wE1Q , t. �}- top o f hon k �l-'YA.-T1 �tJ • , Ve6U�0 n`7 l-1edgc �5cc larrdscope 8. �o 6vttorn El. G. 5 ' . . , t Ooto for rnen �lorrr`err fc HI-4A?t.� - j --j i _ -S- I � _ 1 1 TAI 11 �'.� ,A S I � . � t ° 5tob�1lzed moose � I i _ __ -- _ -- - E , n 1. 5 ow"ea - ^ C I I ! STEEL TP4FF/G GRATE - �� sod /o sT�E� L ro I �, r , ` _ - O I 1 f , V _, .I I��.:.1.. r:.s _. 1 Ill I I µii . . o 7,a�aWl/ lx.As s'Arl ./ I CITY f 56845 l 1{I' ' � ; Ih -L Too moi. B. 5� i (. O. Vex (C ( •. • I� /� •n �1 Ecr N o - , - N `ti , iW-- l :. s ebo on Fl. 3Q 012 (' wE� ,,/ .. - - _zv i 5 sty 958 7 L-13 I t_ I- 7•}' - - /i VtI .1 �1D- "fi .f - .. �E[.* 2 ,:'.'- �,1F'-'. .'/ r[ _] \ _ �� .Y._ r'a 'ri �- C. ^� - - ---- �- - --..- - - .. i NorE: llcfc� to Fo. o. r, lndcx 300 �� _ _ , , _ _ _ --•- --- y. . - +s : d I foe �ddlflorlo/ �rlfo�rnotlon ��� I• 33" a h rz� ��� I , _ . ,lz� . 11% z ry r ) O . ; IAI,v G• ! ,G" : 1 /1 dcvP" rr 9 rr io �� 1, II1 I --- - . -- _I... -. _ ,. - a i. Q I . - - _;Ib i f _1. APP �, ,i o 3000 Ps.z. . I . : , I. ' + i ��fi o! . _ . . x. ¢ G 1 (1 '' CortC�ete h\ I s =s" _ I n 1 V . I ,� ' I \ r �4� � - . . - -� - - --- - --- - _ - r 7o i i Y 1 - #r -- - - -= .� - - - - - - 4"+..OPE,✓ G B r8 ooe;✓i - - s- 1 d G r \ I - • I v . . �� / �'0 8051 n A ' w/G.v ov«� tv/c,v ovsr = I' '-- �- --- I C i�� v r t . .' i O - ' �4 • dr , .0 I 1` JI :� i ? t 1 s - 1_ - , - . IV ;/I� o o"_ ��{ A /-/ -_ _ _ _. _ ,y�r SHEET ti. PL /li SECT/D�l/ G� q I i . . - - - I . 11I , s - - rY••��►-' 1 [.1-.��v' S 'I - t - r r _ -,' _ - 4• . , r -- - Y ``� - / - / - - ' D/YERS/Oil/ STRUC TUBE - . ' _, til G I - Aj - D �' I / , k �,D F/E'D TYPE CATCH/. BAS/�L/ - __ -r _F _ .- - E _ C ,�_ . ;..,_ r 1' ��Er�rzED '^� ' �� � 1' �,o-Tr�� 1 of 1 4E I w- rs ' .--.-- --- -- -_--_ _.. _- ----- _-. --i - _\ �b u. w.. . TYPE 'F " C(�!'�8 - - . - I \ t I. , tnr z. s. .. •Y . - . - x _ _� _. x, : - - OCT 1 --.-.---1,-__/ -- - 01Q�9 89 z % GENERAL NOTES 1. Contractor is responsible for checking actual site conditions before starting construction. 2. Any discrepancies on the drawings shall be brought to the attention of the Engineer before commencing work. 3. Contractor shall obtain all required permits before commencing work. 4. Contractor shall be responsible for location of all existing utilities. The Contractor shall contact all concerned utilities at least 48 hours in advance of construction operations. 5. No field changes or deviations from design to be made without prior approval to the Engineer. 6. Slope grades from elevations shown to existing grade at property line. 7. All pipe shall be laid in the dry. 8. Engineer shall be notified at least 48 hours in advance for any inspection. 9. All areas disturbed by construction shall receive grass, mulch or solid sod. 10. Refer to soils report prepared by Empire Engineering and Testing, Inc., dated August 11, 1989, for existing soil conditions. a v �a BOO , Q/ / 45Sr0e dolPA to j LEGAL DESCRIPTION Lots 21, 22, 23 and 24, Block 1, HARDEE SUBDIVISION, NO. B. according to the plat thereof as recorded in Plat Book 4, page 74, Public Records of St. Lucie County, Florida; said land now lying and being in Indian River County, Florida. TOGETHER with all of that part of Lot 7, Block 1, Hardee Subdivision No. B, Iying Easterly of new U.S. Highway No. 1; TOGETHER with the Easterly 5 feet of the vacated alley lying immediately Westerly of Lots 21 and 22 as above described, which said alley runs in a Northwesterly -Southeasterly direction through Blocks ,1 and 2 of said Subdivision and vacated by Chapter No. 157-A of the City of Sebastian a certified cop of which was recorded on J 20 ROSELAN A e� � �5r 1958 in Official Record Book 30, page 413, Public Records of Indian River County; said alleyway being part of Block 1, Hardee Subdivision No. B; And also, Lot 1, Block 1, of aforesaid Hardee Sub- division; LESS AND EXCEPT right-of-way for U.S. Highway No. 1 as it now exists. comiftimin9 oA3 acres, more or tens. J y1 W Oi MARINEDR I ` yC ��'3srti e. Q w, Srr�•1 �6y t_. 'F`OA 5� .,,...r�rCthrnf Z O ♦� 5y R � 3r�naNtlt►r 1 ap V,MAIN N r► a to '�1 j •¢�11- •»+ r.AN ('»r Malt ` f V1.ETT0 t71n UV £ N, NntCtON %JS T I� } ,� It+:/pNr, If.N [7,41(Milp4 `; F,;., ✓ // J 1N f� lei, Fiy� 5 N o u' AdOr. ,FOSTER RD °,p a < ROY AV - < eti�" SFRaS] AN `V 'J 1 KV O 1 �E \(Nlgj t V (t Z VALENCIA ST tv�c [[N![R r^ < AvocAoo PINEAPP t[ p KIN N o T z lvnr n V l ANGO V i; �T a N 11. Survey and topographic information prepared by Albritton, Fowler, �7f j IT" AV i, TANGEL and Kirby, Inc., dated August 28, 1989. _ (rb 0RAN,E p+IAV CALAM09DIN ._ — _.�.aTT' i.Lgl! O 0 AL4MANDA A $EAGAPE ttsev,ah W 12. All construction shall be in accordance with the City of 1'�� �� = ROTONAV !t^<" s O Z Z W Sebastian Land Development Code adopted August 28, 1989 and "1 ,' '� ��•� =m GHIBISCUS v N ua;ew' � 2 (7 U W J all other state and local codes . Q A • Q7.37 �- �„ c E E a �� �/ _ 20 a . -- _ NA!tlfl -I `.I. L dE m ,.� �' m N < W H < �� 1 q= STEVENSOt Al >! O W z I < U 13. All density tests to be performed per AASHTO T-180 method. All ��(� �t`t'ale ��Cl9G0 oe Q `O '— ` �� -1 O U O N density tests results shall be furnished to the Engineer on all113'OO —` /)�� /t )� rV w AA� r subgrade and base work. I> 9 Y ` A ( 7 ` v �� �i s X816 ` ���. �S . ��E` • �,ortc o CoQ n//' a U W „ x l' l ✓TOQY �esf 1 3 'q = SG. o �a S 83`90VO "E N G.BQ _ Z W M , f W /� 1 Bvl�OI�C Wol�(Iy c• Car 7 jlevoo-?(��r� .N QQ.50�3.7 1yG`oC ` �• . 2 o) voco ted eo Alley F 4 W J " y O o} C Fra t. a. I �s�t Pu_ W o ��/ �� SITE TA <�<o n� '� N m V �L �� 119 _ ., Q W v Zorrtrr�C Cot77rnetctol Ctrrrlted .., W a y0 Co<tc. Wf7ee/ 9to�o� to D ,, x1 e2"Polm 2p0j U Z L �� ` t� �(ryp. Eocr? 5jooce) X LL/ <To Po1rn Q�ro �crnott�) L !3' - 1 51te y�eo - 0.93 �c = �O, 5115"f. lOD,0f O W a '� '- �U 1'O ° '�' L h •`�/ o ` E est G ' ell Qin Excst. ?"Well U) i iz <!o be rel otca;' <ro be eloco Exesttt7 in7 cteJlouS oEeo = ! 3AV 9� 5'f. = 3.41 ° zo 1 Proposed 5'tobiliicd Bose �4e'eo ?3,1741 5.f. _ 5?. 2'f° z N %b F m De 11 NIL 1i? �•v0 a W<I 1. 2 I� 1 $ 9 c a Green Llreo = l5, 9413 S F. 39. f° %" 0 8 8 t2 3C CIO oE o tc i d 4) Pconosed Cse eeeeCoorci4leog reo VY IF, U" I a' G n See detod thl's Sbe-e-t,) �o o° COT ?d COl Z3 COT P2., COT ti X3.5 PQQll1NG 0.47,4 Extsttt7g Spot Elevoteon x o {' �° �►fi �� zor ti o° m a v h 31 cot- and re-cdec oe-4- s occs o o R c/ f L° �. O V Proposed Spot Elevoteon ✓ �° 9 !o wrovto'eo'. C G �, 8egee7 7Voe er'curb � / v C a t °moo«) ° �0 �_ p o droinage flow 4ce-ow -- �` aC 4 � y• if) -t I. Z -o o Coeoteot7 of Pereoloteoe7 Test �ANOSCAPE 40444�. 4 Qv C1% -?Ole 1eon Ql ver Drt ve ?Bel 'x l rt-ee 35 ' = 9 Teees �/, . � �•2 t�pi l cs ^tr a• - � Morn 5trcet = 1415 'x l lr ' _ I .: 5'tormwatcr L tia cel 35 5 [-ccs r , Nlorloget�7cnt \ h tract h o CO North 1 70,0,f -ty tW7C lQS;x I Irccl50' _ 3 1'rcc5 4, 241 Orrc N/ Do rrol • 320 5 F. x oy lntcrlo� Cot7dsco�olt7 - 32 S�ooces x 10 5 F. a rin 0o u Enter Sega. 9 l t 8.5 , Jre e,c , ` 'r"ti""`w"'++..w'.. 'w`'.ra, •••. Q�� !�, ( �O ✓.� m 7 rrecs. etctlor'✓ ZZ _ 2 . -ti.R 3-„- y CrS/A•�� l 4 2 F QxQ GlG _ _ -"- not P t1. N. t/ O. S. 15, 9�3 x 1 rrcc j 3000 s f. 9 *q e'oWee- "ole 5 00 ?6'412'•6 N ?8� 07' 1 t.� -- W. W. F. �� �,� : C Totol t o [-ccs re ulred ¢ 2Q Trees Fxtst. Cutch Bosh Sodded flurrre ° d Fnd, "� Powe Pole �0Stop 5'cyrr Provide Coere ete 5'�otllwey�c/ .'� y ro'o EI. 6.31 See detcd This "� Cortc. flume C71-1 0 -P i �shcct) 3 rotol trees provded 9 CW-V� Ieees to eee77olC7lrrvE51 lrty Q, 300 0 e S. r. Typ e e R` s_ \\------- <5'reo'etotlthtssht)—`----�— 9 ----------------- —=-- - -- --- -- ---- srcci�coto�zs00.7 27 e7ew rrees 30 trees elovideoe Ed c of �ovcrncrrt SECTION 1- I _ `�9p �� l�ltil `$a `8z 1YCdgc Required = 5741 x l Shrub 2.5 _ ?30 5'hrub + A t 11 Motch Extsl' covcrnerr t Tong 4'1W= ?' ht9h PlOnr`tn-9 "levo toms 3' hlgfi WIMIb 1 •ycoe, M ' ------------..___—._---.._---------.__--------------------------------------------- t----- ------ 410e7g e`i� _ 3'ttlgh d flonttoy c71gft W1 Ml "ore: 411 elevotlorrs shown ot-e boced o<7 ossucned ' 7 1 yeor of lndtor� Rivet Oreve o 90 of tersecttorr of the Afta Ore AM elevoteon of 6.the e rid the <zorth Qf WW cr PZ 4AI .. y of mole7 6&eel exe'e-7dcd. 5colc l = 20 P0107 Iree(l0 rrrto 1-letght @ Plonte 7,g) Solid god El. 8.3o E1. 6.50 Ill =jIIall 1;.-41 :4 El. _ 7.81 PLAN VIEW • leve 0O41('8'rrrlt7 H, -e � ht e '0100flt 7 9 9) —IUattl=lit= ILS � . --Wox Myrtle (8 eMi I eight C 4,10, ir7_9) ELZ-VA -nc>N Vt6u�r7ue-n "eoloe lorldscone i Ooto for rrrlr7 �olot7trr7y l�elghr!� tvOTE: lZcfcr to FD. D. T, �ndex'�300�.��i7 WEIR ' CONCRETE FLUME DETAIL foe 46'olefeo001 lrrforrnotton eA _ ' ' io8t-tTs , C I- - - _ vorte5 _ 8 5• C1rY oet 56&4.f 0A1 o e0.Oar 1?7 s, Z` Soled Sod 5ebostlot7 Fl. 341956 -0I?7 4' 3000 PS.Z. 414 Vl u%JM_ a Fk tUU h •Lh i � • 4'' concrete 2 ���R-�:D - 8"5'tob�llzed bose � 96 /, Oeresity Prr � C / to of 4.46PrO T- eeo w ,c -&.V 75 V_ P Bonk , f B.5o t „ r (Co vino Shcl/ o< C«rrcrock� O 1 0 _� c • ¢• % ,� �� Bottom El, 6.5' a l 4 1P I Ile, _ Q' �! ! t' 4 _ 8" t 5'tobilezed f.�ose //// t.ouh • •,•1• : • ' • ::: • ' - : • . • .. m ' 4, h 1 Cott I + V\J 4:67 a nok�TYPEfCUQB eECTO�/ .4 -A v o'' , / ��Maj 8"5'tobcltzed Subgrodc LO98YoSHE l�T ��pr-la-17 !'rz� 011 44 SSIr0 r-180 w1 f. 8. V. min. �'. j_Yj�.1 1�.t�El... ��0� tTP�L.. sr 1 1 A� � zEo eQSE oETgr� 1f SEP 06 1989 _ °F.,....., . y. 69-280 AIRPORT \ \ SFOASI i At !IARC h 1 ,caro+ J y1 W Oi MARINEDR I ` yC ��'3srti e. Q w, Srr�•1 �6y t_. 'F`OA 5� .,,...r�rCthrnf Z O ♦� 5y R � 3r�naNtlt►r 1 ap V,MAIN N r► a to '�1 j •¢�11- •»+ r.AN ('»r Malt ` f V1.ETT0 t71n UV £ N, NntCtON %JS T I� } ,� It+:/pNr, If.N [7,41(Milp4 `; F,;., ✓ // J 1N f� lei, Fiy� 5 N o u' AdOr. ,FOSTER RD °,p a < ROY AV - < eti�" SFRaS] AN `V 'J 1 KV O 1 �E \(Nlgj t V (t Z VALENCIA ST tv�c [[N![R r^ < AvocAoo PINEAPP t[ p KIN N o T z lvnr n V l ANGO V i; �T a N 11. Survey and topographic information prepared by Albritton, Fowler, �7f j IT" AV i, TANGEL and Kirby, Inc., dated August 28, 1989. _ (rb 0RAN,E p+IAV CALAM09DIN ._ — _.�.aTT' i.Lgl! O 0 AL4MANDA A $EAGAPE ttsev,ah W 12. All construction shall be in accordance with the City of 1'�� �� = ROTONAV !t^<" s O Z Z W Sebastian Land Development Code adopted August 28, 1989 and "1 ,' '� ��•� =m GHIBISCUS v N ua;ew' � 2 (7 U W J all other state and local codes . Q A • Q7.37 �- �„ c E E a �� �/ _ 20 a . -- _ NA!tlfl -I `.I. L dE m ,.� �' m N < W H < �� 1 q= STEVENSOt Al >! O W z I < U 13. All density tests to be performed per AASHTO T-180 method. All ��(� �t`t'ale ��Cl9G0 oe Q `O '— ` �� -1 O U O N density tests results shall be furnished to the Engineer on all113'OO —` /)�� /t )� rV w AA� r subgrade and base work. I> 9 Y ` A ( 7 ` v �� �i s X816 ` ���. �S . ��E` • �,ortc o CoQ n//' a U W „ x l' l ✓TOQY �esf 1 3 'q = SG. o �a S 83`90VO "E N G.BQ _ Z W M , f W /� 1 Bvl�OI�C Wol�(Iy c• Car 7 jlevoo-?(��r� .N QQ.50�3.7 1yG`oC ` �• . 2 o) voco ted eo Alley F 4 W J " y O o} C Fra t. a. I �s�t Pu_ W o ��/ �� SITE TA <�<o n� '� N m V �L �� 119 _ ., Q W v Zorrtrr�C Cot77rnetctol Ctrrrlted .., W a y0 Co<tc. Wf7ee/ 9to�o� to D ,, x1 e2"Polm 2p0j U Z L �� ` t� �(ryp. Eocr? 5jooce) X LL/ <To Po1rn Q�ro �crnott�) L !3' - 1 51te y�eo - 0.93 �c = �O, 5115"f. lOD,0f O W a '� '- �U 1'O ° '�' L h •`�/ o ` E est G ' ell Qin Excst. ?"Well U) i iz <!o be rel otca;' <ro be eloco Exesttt7 in7 cteJlouS oEeo = ! 3AV 9� 5'f. = 3.41 ° zo 1 Proposed 5'tobiliicd Bose �4e'eo ?3,1741 5.f. _ 5?. 2'f° z N %b F m De 11 NIL 1i? �•v0 a W<I 1. 2 I� 1 $ 9 c a Green Llreo = l5, 9413 S F. 39. f° %" 0 8 8 t2 3C CIO oE o tc i d 4) Pconosed Cse eeeeCoorci4leog reo VY IF, U" I a' G n See detod thl's Sbe-e-t,) �o o° COT ?d COl Z3 COT P2., COT ti X3.5 PQQll1NG 0.47,4 Extsttt7g Spot Elevoteon x o {' �° �►fi �� zor ti o° m a v h 31 cot- and re-cdec oe-4- s occs o o R c/ f L° �. O V Proposed Spot Elevoteon ✓ �° 9 !o wrovto'eo'. C G �, 8egee7 7Voe er'curb � / v C a t °moo«) ° �0 �_ p o droinage flow 4ce-ow -- �` aC 4 � y• if) -t I. Z -o o Coeoteot7 of Pereoloteoe7 Test �ANOSCAPE 40444�. 4 Qv C1% -?Ole 1eon Ql ver Drt ve ?Bel 'x l rt-ee 35 ' = 9 Teees �/, . � �•2 t�pi l cs ^tr a• - � Morn 5trcet = 1415 'x l lr ' _ I .: 5'tormwatcr L tia cel 35 5 [-ccs r , Nlorloget�7cnt \ h tract h o CO North 1 70,0,f -ty tW7C lQS;x I Irccl50' _ 3 1'rcc5 4, 241 Orrc N/ Do rrol • 320 5 F. x oy lntcrlo� Cot7dsco�olt7 - 32 S�ooces x 10 5 F. a rin 0o u Enter Sega. 9 l t 8.5 , Jre e,c , ` 'r"ti""`w"'++..w'.. 'w`'.ra, •••. Q�� !�, ( �O ✓.� m 7 rrecs. etctlor'✓ ZZ _ 2 . -ti.R 3-„- y CrS/A•�� l 4 2 F QxQ GlG _ _ -"- not P t1. N. t/ O. S. 15, 9�3 x 1 rrcc j 3000 s f. 9 *q e'oWee- "ole 5 00 ?6'412'•6 N ?8� 07' 1 t.� -- W. W. F. �� �,� : C Totol t o [-ccs re ulred ¢ 2Q Trees Fxtst. Cutch Bosh Sodded flurrre ° d Fnd, "� Powe Pole �0Stop 5'cyrr Provide Coere ete 5'�otllwey�c/ .'� y ro'o EI. 6.31 See detcd This "� Cortc. flume C71-1 0 -P i �shcct) 3 rotol trees provded 9 CW-V� Ieees to eee77olC7lrrvE51 lrty Q, 300 0 e S. r. Typ e e R` s_ \\------- <5'reo'etotlthtssht)—`----�— 9 ----------------- —=-- - -- --- -- ---- srcci�coto�zs00.7 27 e7ew rrees 30 trees elovideoe Ed c of �ovcrncrrt SECTION 1- I _ `�9p �� l�ltil `$a `8z 1YCdgc Required = 5741 x l Shrub 2.5 _ ?30 5'hrub + A t 11 Motch Extsl' covcrnerr t Tong 4'1W= ?' ht9h PlOnr`tn-9 "levo toms 3' hlgfi WIMIb 1 •ycoe, M ' ------------..___—._---.._---------.__--------------------------------------------- t----- ------ 410e7g e`i� _ 3'ttlgh d flonttoy c71gft W1 Ml "ore: 411 elevotlorrs shown ot-e boced o<7 ossucned ' 7 1 yeor of lndtor� Rivet Oreve o 90 of tersecttorr of the Afta Ore AM elevoteon of 6.the e rid the <zorth Qf WW cr PZ 4AI .. y of mole7 6&eel exe'e-7dcd. 5colc l = 20 P0107 Iree(l0 rrrto 1-letght @ Plonte 7,g) Solid god El. 8.3o E1. 6.50 Ill =jIIall 1;.-41 :4 El. _ 7.81 PLAN VIEW • leve 0O41('8'rrrlt7 H, -e � ht e '0100flt 7 9 9) —IUattl=lit= ILS � . --Wox Myrtle (8 eMi I eight C 4,10, ir7_9) ELZ-VA -nc>N Vt6u�r7ue-n "eoloe lorldscone i Ooto for rrrlr7 �olot7trr7y l�elghr!� tvOTE: lZcfcr to FD. D. T, �ndex'�300�.��i7 WEIR ' CONCRETE FLUME DETAIL foe 46'olefeo001 lrrforrnotton eA _ ' ' io8t-tTs , C I- - - _ vorte5 _ 8 5• C1rY oet 56&4.f 0A1 o e0.Oar 1?7 s, Z` Soled Sod 5ebostlot7 Fl. 341956 -0I?7 4' 3000 PS.Z. 414 Vl u%JM_ a Fk tUU h •Lh i � • 4'' concrete 2 ���R-�:D - 8"5'tob�llzed bose � 96 /, Oeresity Prr � C / to of 4.46PrO T- eeo w ,c -&.V 75 V_ P Bonk , f B.5o t „ r (Co vino Shcl/ o< C«rrcrock� O 1 0 _� c • ¢• % ,� �� Bottom El, 6.5' a l 4 1P I Ile, _ Q' �! ! t' 4 _ 8" t 5'tobilezed f.�ose //// t.ouh • •,•1• : • ' • ::: • ' - : • . • .. m ' 4, h 1 Cott I + V\J 4:67 a nok�TYPEfCUQB eECTO�/ .4 -A v o'' , / ��Maj 8"5'tobcltzed Subgrodc LO98YoSHE l�T ��pr-la-17 !'rz� 011 44 SSIr0 r-180 w1 f. 8. V. min. �'. j_Yj�.1 1�.t�El... ��0� tTP�L.. sr 1 1 A� � zEo eQSE oETgr� 1f SEP 06 1989 _ °F.,....., . y. 69-280 _ r LEGAL DESCRIPTION s GENERAL ROSELAN-NOTES . , � Lots 21, 22, 23 and 24, Block 1, HARDEE SUBDIVISION, NO. B. according to the plat thereof as ,3 1. Contractor is responsible for checking actual site conditions recorded in Plat Book 4, page 74, Public Records of St. Lucie County Florida; said land now lying before starting construction. and being in Indian River County, Florida. TOGETHER with all of that part of Lot 7, Block 1, Hardee Subdivision No. B, lying Easterly of new U.S. Highway No. 1; TOGETHER with the Easterly 5 feet of the o z. Any discrepancies on the drawings shall be brought to the vacated alley lying immediately Westerly of Lots 21 and 22 as above described which `'s�• �' 'o attention of the Engineer before commencing work. , iC said alley runs in a Northwesterly -Southeasterly direction through Blocks I and 2 of said Subdivision and vacated by 3, contractor shall obtain all required permits before commencing Chapter N0. 157-A of the City of Sebastian, a certified copy of which was recorded on Januar 20, work. y ti °sr 4. 1958 in Official Record Book 30, page 413, Public Records of Indian River County; said alleyway '. Contractor shall be responsible for location of all existing being part of Block 1, Hardee Subdivision No. o B; And also, Lt 1aforesaid Hardee Sub- , Block 1, of afg a utilities.- The Contractor shall contact all concerned utilities � � � \ • at least 48 hours in advance of construction operations. division; LESS AND EXCEPT right-of-way for U.S. Highway No. 1 as it now exists. /i•'' 5. No field `changes or deviations from design to be made without • �� Cont2sinin�c 0.93 acres, more or less. / prior approval to the Engineer. G. Slope grades from elevations shown to existing grade at property line. �o • _0, 7, All pipe shall be laid'in the dry. 8. Engineer shall be notified at least 48 hours in advance for / any inspection. 9. All areas disturbed by construction shall receive grass, mulch �� •-w•• or solid sod.' �- 10. Refer to soils r'e° ort prepared b • Em ire Engineering and Testin9. 5EAAS114A uJron mn( Inc., dated August 11, 1989, for existing soil conditions. a p�70fr' Aiaroa> l�pvCe 11. , Survey and topographic information prepared by Albritton, Fowler, and Kirby Inc. dat6d August '28 1989 ti -W �i MAMNEDR t— i c Q 3 y --7—VK ritsM 0 �G 9 M N � M T '6 � `IQ sr[reinnvO(u �S1TE ,•\ wg\ MAIN Ln V . mcroM \ STIA Y lV R . t{'Aj//INI;/I•A f7A>A \ ,J IF E RD '9 `\ d O ' ' < All � ( i Kf1A F 7 VALENCIA T i/i; ` AVOCADO!`�'riHiiR • • I -`MV MNEAPPLE C ANGO T ` V y /KIN EOCITRUS AY li TANG>< lI_ •(jb _0RAN3E AV I CALAM014DIN _ _.r.�"" �- Q Q ALaMANDA AV SEAG APE tt/r,;7s I T W W 12. All construction 'shall be in accordance with the City of .' �` �. _ / / 1 .� �rr Z t..rCROTONAV I, 'Y AIS I 1"� O ,Z z W Sebastian Land Development. Code adopted August 26, 1989 and t; Z m G ►+retscus Av /�/� 2 U 3 U W -� All other state and local codes. a, O - ,. // i w 11 f 417.37' • •� y H �3 C E E A KI z ~ L IE I * 10��j Q1 (A < WT H < tAKJ NAPlf/F Y :III - 6./'—,.RI W R• i < U 2 2 Q !9 '` o q= srEVENsor AL '1... O O U O N 13. All density tests to be performed per AASHTO T-180 method. All / 1 ��(/'o!e �• GD De. s ~ � density tests results shall be furnished to the Engineer on all io / +1 nC c, r 1 4�`l3 sub rade and base work. //.• 00' ID G L set l.P ' Sj ! ��. 3' A tQ o01 eroQY rst a,�c.l " SG. 09 , ✓ 83 30 e0 E G.BQ — Z W C9 B W rl ' fi `�l�C t wo1�<ry�)l1 COr ? woo�2�'�2wwN QQ.50're.'7 _ N s a T C of �oC ',��/': ' ��.2 1 ;'� ! Fndr.a. _"_' !/ocotcd �o ,4Ncy til u"J 1L Y W O N `ate �o �y` vh z3. —. ! ®li 9 • - 61 r DATA F.. N "� s ;� � o r � �L-_� i t ti i Q o 0 J� (0� kt // ; v yo CocrC. Wf?Cel Sto�o (. x o W a 1 ZOl71rl = t�•0177I77c°1•C10/ JlC771 fed W n `a _ Uz G L�'' fryc� Eoch Spocc xlo ' !2 ?em r � t2 � �� - S • � 1 < To reolr, . t�(To �crno Jn 1 . G y + Zotol 511-e 4ceo - O. 93 4c = 40, 5115'(. s I000ro Q ro 1, h r z o, E !s� G c11 Q &est U z ,'h� Cro be eel oted, (Tv be eloco eb1 1 v Extettc7 tn7 = _ ° tip pc V10U5 orco !, 39d 5F. 54110 �W�az yp Proposed 6tobilwd 805c Areo + e3,17d 5.e 57. 2 °fa o 0 14 Y� a W N 1 XLl xtl X� Geeerr L>reo = l5, 9413 S. F. 39. 0 g Ky1 J, y.. MW ° V in� Boot o ho ® e -O ct'eoposed lJse = (/efrrcle reo�le� Forkrl7g �eeo o WV \ rO. • per. .+l` ` SO TM - ,. � ill - S ' / • �L � J a • O � _ i o a r .Ql G ' Stoblllzed 8osc W ,, �, CEGEIVO '�� c�' ti (See detorl this Sheet) oo COT rd COT Z3 COJ 2 4??,. c3 Com orrd �ro�ler PAlNG DATACExlsliSpot 61CV0 o0o 0nX D ZOr h0 porkee-?y spacesti Cf'eoposed Spof Elevotlotr eryf'curb5�oC bVGo p rovtdeo'. �C u, ( H l: deolno9C NOW�rrOW --.„ b V iG g?$ h - ,,Z " X g , •0 o COCOtIDn o, Pereolotrorr lest -�- P -t CA - `¢N05C�4PE 0�4TA �� • ' 1 n uek I �, a ` �, lndlan ae veC De ve - Md x 1 tree 35 9 Irces 5'toemwotee � Q Mora Street = !Q5'x ! rrre/ 35' = 5 ttccs ` � � � 1 Morrogerrrcnt •r-- � � ,� w n Q fi q. 5'x 1 1rce�50' 3 trees I tract i h 0 � �• 0 poet lrt7e !Q /�Onc N/oy 00 nod �• !i'G G'I ?•5 ,/ yr� p Entee 5�gr7.&?ec tol• Corrdscopee?q - 39 5poces x 10 5 F. - 320 5 fx l ree�9# ^+^•:-.r.r--.q q� 51 >< et�cu J� O_;..�� �,�� - �rypJO E® -.� Z F d rlxQ G�G� 4 —_ _ _ .�. --� , P u. t A � a. 5. 15 94'3 x 1 rre - q—Y— -- W.W.F e�3000SF G Teees d' `� Powe- Polc Stop Sr n % �'� o Totol 7 -r -ccs to cured = ?Q TrceS Fx�st.Cote17 Basin/ 5'odded flume eowerPole 5 00°?6'412 E N 28B O? �d � �`" r � �' To El. 6.31 �5ee detror% thrs '� CO"C. &Ume al_l y Pnovrdc Cortc cte 5piaolt7y � ee7v El. ? 5l �Shcct.1 Q lnv El 6.5 ,3h ' 3000 P. S. I. Type 1 roto! trees provided 3 Exrst frees to temoe' M Concrete Pet. f. 0.0.7 27 !?eW r!C'CS ` <5ce detail ttrr5 sht.) Edyc of eoveenee7e R s rice Ovide ----------------------�--------------- --_.__ __--�-.._— ___-- SECTION I -I specrfrcoteoc7s 30 5 ! cl 0 0 tiMOON- - 1,9 _.0 �9 1 �E ®Q��E G� QrGV a 2 Pledge Required = 5741 x l Shrub f ?, 5' = 230 5frl-ubs 8 8 gtik 4eorty Q/W : ?' hrgh �loe7leer eL Match Exrsl .c1overnent 3" ht' h wrthr� 1 o� ----------------------------------------------------------------------C7evotl005_-- ----- 410t7 y g 3' hrgfr ra Fl anility NOTE : 411 e1ev0te0e75 shown nee booed an ossurned 5 47 l7 Wrthi'rt 1 year CleVoteon of 6.90 of the 1l7tcrsectzon of the Of lrrdroo Qivet Deliie ono' the north Q1W — Sph l rac N4 U of Moee? Street extended. C�41VQ�'CAPE LEGE1l�I1 5colc l = 20 El. 8.50 5'olid Sod Poln7 reee(10'rn1n !-Height e 1°lontl�7y) 'Cl. B. 5 O PLAN VIEW - LIVe Doh(B'rnll7 fl�elg171' 0 Plol7tllT9) err . It►tl.:,.rtl rth / / N Wox Myrtle (BMI7 7, Alelyht (9 ezoolAM ) Vtburrrum l -ledge �5cc lor7dscone Onto for e771l7 plonteOP lTergfrz`.� NOTE: llcfcr to f. O.O. T. �ndcx X300 9SLA.1-01:;P G"Nle WEI CONCRETE FLUME DETAIL L _ foe 4do�rflorro1 lnforrnotroer � 0l/1WOER— _ co' 8' Vorlcs 8' S' ri-rs C1ry Of 5E845R.4A/ P O. Box 127 zSolid Sod gebostlon fl. 341958 -Ol27 Q' 3000 P.S.I. 04 naW� '-tC1(� f � v•. + ¢Cor7crcte � 2 t�v►�p - 8"5'tobrhzcd boss & 98 /o Ocnsity r°cz • rop of Bonk AAsfrro T-180 W/ f. 8. V = 75 r�rn ° ¢•�l� y =E &oetom El. 6.5 a B•50 / i (Cogv�e7O Shell oe lemeeoch� 8" 5'tob�lrzed Bose / to.u� � • •.• ..�' . •' . : ' ; • i • • ' Y / . 2 1 11 t p // T cva8 sEcr�o� ,� -q � 1- o � ' � _ I I ' i � �( -�q nauu E -L --.. -� 1V. Z. 5. - N. T. S. t Y 8"Stob�l«ed 5?1b9eode LO 9,% Oenstty Pee leo W1 f. B V - 50,177e' 17. --j VWY106 \UWZL Top MT,&_41 �TA�1c 1zEo e�sE oErAr� a Al. r 6. m J rr 0 WO �v W d Cj h Q r� _ J .tea; SHEET C-1 -.1 or ..1...... 89-ew LEGAL DESCRIPTION ROSELANq 5s W •l J MARINEOR GENERAL NOTES Lots 21, 22, 23 and 24, Block 1, HARDEE SUBDIVISION, NO. B, according to the plat thereof as 0yh �° '�, y. ,pr's, «�� 1.Contractor is responsible for checking actual site conditions recorded in Plat Book 4, page 74, Public Records of St. Lucie County, Florida; said land now lying jop� sr '�o"ti sf,� 9 ° _•' ' — before starting construction. and being in Indian River County, Florida. TOGETHER with all of that part of Lot 7, Block 1, Hardee T �y �, Subdivision No. B, lying Easterly of new U.S. Highway No. 1; TOGETHER with the Easterly 5 feet of the �,, aoy�e'y`s sa�' 2. Any discrepancies on the drawings shall be brought to the s''9 � sr U vacated alley lying immediately Westerly of. Lots 21 and 22 as above described, which said aIle runs rti ti + s s �o + attention of the Engineer before commencing work. y +��, � �lF s � r/ y} " �.---,r -i�„-psi 'a in a Northwesterly-Southeasterly direction through Blocks 1 and 2 of said Subdivision and vacated by �� 5t .Clhad 2 3. Contractor shall obtain all required permits before commencing. Chapter 'No. 151-A of the City of Sebastian, a certified copy of which was recorded on January 20, P a��PGs� ��,�� work. � slsF � Z .� -� G 1958 in Official Record Book 30, page 413, Public Records of Indian River County; said alleyway �� 9 ��, \ 0 4. Contractor shall be responsible for location of all existing being part of Block 1, Hardee Subdivision No. B; And also, Lot 1, Block 1, of aforesaid Hardee Sub- /,� qa�e % �+. L ` �" U utilities. The Contractor shall contact all concerned utilitiesdivision; LESS AND EXCEPT right-of-way for U.S. Highway No. 1 as it now exists. ,,,�, (ni at least 48 hours in advance of construction operations. / /'� \r� 0 \ W Con4ts.inin� 0.9� acres, more or less• 5. No field changes or deviations from design to be made without � �l�� prior approval to the Engineer. 6. Slope grades from elevations shown to existing grade at property ' _ •4 R�� ~ SllE 1 o� 0, / Qr y JJP 5 hA1V 0 Jbr lila • shall be aid in the dr (� % �i� / s' � Q+dt�� MAIN �T 7. Al pipe l y M N/ ' P: • o" cnr,.Arr / O SIN AV rNcton 8. Engineer shall be notified at least 48 hours in advance for f ' `r 9%AStiWe10.V Pt AJI any inspection. _ • ,�. __� CNHn/'/N19 tt>rrr r \\ M (b C 9. All areas disturbed by construction shall receive grass, mulch 1J /� or solid sod. I AIT y +���� 5 = au�eu i 1FOSTER R; \9` ' OY [v� ~ SFARAS11AA.. O,P �j u 1 ^ AV 1 � ` S#a ir-dh R 10. Refer to soils report prepared by Empire Engineering and Testing, %%$A�Ort - A+u1v1c1rAr VALENCIA me rrrorrP Inc., dated August 11, 1989, for existing soil conditions. arr+roR� AVOCADO<PINEAPPLE T vPCrj tI y AN ;0 V K W T C°�� ? • o ITRUS AV TANG 0 51� ll. Survey and topographic information prepared by Albritton, Fowler, _ •`C' rs oRAN;E AV uuMorJorN _ ��L....-S� \_ O \\\ b a0 ALIMANOA AV SEAG APE ~re��r-avl W W and Kirby, Inc., dated August 28, 1989. /-� t t \ �� v=i o.4ROTON AV rt A, .. Q Z Z Y 12. All construction shall be in accordance with the City of / - b �� o z II •.rr.r^w �� Z W �`.. \ rji/ = wm HIBISCUS 4V ter. re r. 3 V W J Sebastian Land Development Code adopted August 28, 1989 and 1 : Q?•37' ` ~ — — _ flow (tnG W C E E A � G uwE II "m to W t- Q �_ — all other state and local codes. o C5 STEVEMI, A - � r a.! rrnPrXE � a � I - �• O 2 2 ` l9G0 r/r.rrr�ur�iir_ %r.a O O U O {A 13. All density tests to be performed per AASHTO T-180 method. All `Irolc• ee C Oaf o _ •'; /` /� /J j' densitytests results shall be furnished to the Engineer on all rye i� l3 Q �- _ • ' VI Is v ` ( Y • .40 suhgrade and base work. g �JL p ' . 9 881��4 'Id'd : •��xe5�5' CoQ ,o!/. ' �� 1 . " 1 ��5� �oa' •--. _ — SECTION B-B U z STQ� y� s� �� ! 38 �3 A - SG p9 Set ut $ 83 `30'tf0 "E N G.8t1 _ k n f N I W 1.1 rn c• � ��G'Q2"wN �Q.�o' f�.� o or 7 -- vocotcd eo 41le U Y W J N Fnd I. Q. 1 j y 1 W ___ °•'`_•°_'off-�. 4 E S1rE o,4rA �.. <~ms 0}�� ,.2 1'' 1 Set P.l!_ iz B _-f - - B - W v v J b � { t' ti `L--��.' _ �orr�e?9 - Corrmerceol <<mlted .. Z „ C to / 0 coac. Wheel Vop G p x` 0 , o r�? Xlo h t2"Polm . L t Cryo. Eoch Sroocc) �� 0/. z tr / � ore a OI •W / s r I rvtol 51tc Areo D. 93 4c 4,0, 511 S,F, l0U O - Al Concce to to '' ' �'�• h // ��� o, E 1st G" ell I Q EXest. 2 Wel/ be 3000 P. S. Z. - F Z_JCTo be rel oted, <To be co cfd� v PLAN VIEW Exeater?g impervlou5 oceo - 1, 3 9� S.f i 3. B f° y 0 to Pcoposed Stobeh?ed Bose .4reo e3,17.d 5.f. 57. e fa Z U M W on Green Arco ! 5, 9Q 3 S. F. 39. Q r° %"' 0 8 9 �l g tt 9 a l0 9 a m m MITERED END SECTION ° .n x >< x , X J N. t• s. - Proposed C/5e Vehicle E boot rcorler Porkie7g Areq o s ho 0 r „m- S f >y v vt EGE1V0 b Stobe 1e?e0, Bose X? d o zor �Q for lea nor P2 for d �. v l c�l�a IIA1G 404 7.4 �GQ� ti 1 See detoel this Sheet Lo/ .`�' Exestee7g Spot Elevoteon x l3' hQ .31 Col Oe7d 'rOder orhtt� occ tib, Q o,�' 60 LOr ti too o v p y Slo s provided. c,• -�-P,1 a/ � � � •+�• Proposed Spof ElevQt�on 8e en t � f o_ �' a �«C ° o�„ �• �, ,� dro�rrogc flow Acro w •'".,- ' - 1 - / `y pJ 9 28 h 9 ( 55 ,�_ qa x9 Xan xaG Ayo q� /� x 9 p 0 Cocotton of Percolotioa IeSt easi�� t 00 Lo e I I u� �,`� ee7deon 4Z vet' Orr ve - ?8Q 'x 1 ecce 35 ' - 9 Trees Olverseo Stevc ce i a �� 5�torrrrwatcc �i� top. El. 8. tia MOU7 5'teeet = M5 'X 1 7e-eel 35' = 5 7cccs /J� , Monogerrrcrrt by (EE = 6, 7 c =9t r , lrocf North l'ropeety lee�e lQ5 x I e-eel5o - 9 ecce. .110, ,Oreo M/oy 00 not o' (¢G" G' _ _ ` 1/' /. lnterlor Condecopeag 32 5,occes. x eO 5 F. 320 6,r x e Ireel -..y�c f c �--...�o. Ecrtcr 5rgr� QxQ G G 50 5F. - 4 -,-A _ -'� �, .�� C rye.) O � � �, i�®��. t�� �- �,` -� �.� _ i �- � Fnd. to u. w w F � 6 t t A/. V. 0. s. - l5, l tree � 3 G reees .�,.,,..•�� � 9�3 x - 000 S F r 288.07. d o rotor rrees e-quered 2Q Trees Exest.Coteh Bosen� 5'odded flvtrre w«taole Powcc emote --,stop sryrr Pcovrde co etc 5pillwrry L_-►' " —�.-� See dcfoll rhls `' � Torn cCl. G.31 Corn. Flume a1 / rotol grecs nroveded = 3 Exert Trees to ree72oei7 Q,,, ee7v. El. 2.51 �shcc t.� lrry El. 8.5 " h 300 0 P. S. Z. Type � Metered Fnd 5ecteoe7s,,. (gee detoel rhes Sht,) R s- Coc�ceete Pee yF 27 t�ew Trees env 6. — �.--------------�Edgeofl'overrrecrt----------- --_-- ---- -- ---- Specifrcotioczs 30 rtees �roveded — — SECTION 1-1 ' Hedge Required = 57Q x l Shcub f Z.5 _ e30 5'hrubs r,9� �� ��2� I®1 RIVE OA� �� Q1GV Laa LSA _ X x oia q2t IF /-Ilorry Q�W ?'t7e.gh 0 'eOn ung 1' rt. a MotcA7 Exesl Povee7•7ee?t ' 3" high wether 1 ycor C--levoeeons , Aloe�g ei� = 3' e`7egh 1'lontlrry -----------------------�------------------------------------------------- ----- $'f?tgfr wrthrrt 1 ycor . "07'6:: 411 elevoteoe75 shown ore booed oe7 C_650ened elevotiot7 of G.90 cit the et7tersecteon or, the of hdeor� Qtver Oc�ve and the- e7orth��Zjl't/ �� ��/ of ll/1o�n 5te-eel extended. _ — � � L�41VQ�C�QP�. CEG�1�Q__ 5colc i. ��.. Po1m eree(l0 "ruin height @ Ploe'7t�e79) eo' 8' CIC6 8' 5' _ _ Solid. Sod El. 8.50 Et. B. 50 • ! Vo l tu=t►i�u�=+t�=al:.l��+ti_ El. s ?.8I ��r11� 11��+11 = ut �tl� PLAN VIEW give Ooh6B'min fteegl7� LO e0lot7tl!?9) 0 - Soled Sod (rr_nt�lll�ttt_,t % � , .a o" Wox Myrtle (8 men. 1-letght 6) floe7t1t79) o _ lop of Bonk = wE,Q. Bottom El. G.5' a Viburnum 1-ledge (5ce lorrdscope —(� (' ; = OOto for engin Plonter?9 l/eeght.) WEIR CONCRETE FLUME DETAIL C �' SOL/p STEE< L /D STE'E'L T,QAff/L GR,tTE - w. r. 6. ciry of 5ESA5 R4" v, Q ' / .IL UM/rt/Ui'f sr//1,JER �( P O.Box 127 V . - -� roi sem. • 8. 50 SECrl01l/ .4 -A o • ' � • � �" � Sebosteoc7 Fl. 3Q958 -0127 �. .t r h is 70 �, Jr - = 8 5tobrhzed b 98 Oe W ,� O _ �. �.l��Uv Ee. 7. � •.. a o r 80 w �!/ 7 Set Pei A/OTE: Qefec to f. o D. r, re7dex ' 300 ,may _. _ h t. a•�tit�D y for Ao'2.,?e' 001 tl71ole77otYoe7 33 - h AASf>/TO l-1 f F8. enr . 5 Oa .zy (Cogure7o Shell or lieneroel,) h 7.6 6.70 ;: _ 4 0i - VVV t ¢• 0 3000 P.S.t. I I • ' i , ,� f : �• .� v y' �concrctc — ---- 6. 70 i-v G-o I D .4 t7Du_1F1. j At �. Q^ U o • r tp C TO W 51 R WAG 9 oYEI lv t I I o , , : o e . _ • ,olAiv SECT/oiv /-/ '� = 'r 8 "Stob i hzed 5'vbgrodc 98'1° oerrsety for SHEET -� - r,Urr Ei..ra-n�.� -� A,45flro r- 480 wl f. 8. iV - 50 m/n. y&y _ - � � z� o� D/YERS/Oil/ STRUCTUf1E, C � 1 /''140/f/E'D TYPE D~ CATG'H BAS/�t/ `T T� iU�& i�iEEL �`TOF MTP'�l_ ,StABtCl2E0 BASE OETAlL of 0 -_ r f LEGAL DESCRIPTIOPJ ! ROSELANDj- �. r ht,, (l MARINE DR -'--- Lots 21, 22, 23 and 24, Block 1, HARDEE SUBDIVISION, NO. B, accord frig to the plat thereof as pr �" , "rte G �``�, n 7: ;'•'I,:.::.:•r f ,: turd t recorded 1(1 P e /r y �o Lu('7c l ny rn. l tr nr! 1 t :, r Plat Book 4, page 74 Pu !, S p g blit Records of St. Lucie County, Florida; said land now lying �,a, o, s,''f "•.' t::Ir' at, r;' ( ull:,trucLl( 1.. and being in� Indian River County, Florida. TOGETHER with all of that part of Lot 7, Block 1, Hardee Any (ii srrepr7nr.ie O,7 thr.rlr.:Iwinr,:; 511.1!1 f.e ftt•,:,.,:It '•. tt:,` Subdivision No. B, lying Easterly of new U.S. Highway No. 1>' • TOGETHER with the Easterly 5 feet of the c •mss P 0 c, ro os� ; ao j.9y !/ Gy�c � -- 0 atteriti(IIi o ttie ir:nuineer bi tol.-Q r::,iwlalrl I:iq :1(. vacated alley lying immediately Westerly of Lots 21 and 22 as above described, which said alley runs 1 CI-flr—_-- LIM"! J. rr)11tra(t1,r 'ihrll.: ,..r,,+ -iL::a a Northwesterly-Southeasterlydirection through Blocks and 2 of said Subdivision and vacated by �y� ��� �� ] n � .F a pv � p� s s, pJ �`�' �,� x 9� oN ss � J 5 9 \ Z. work, - Chapter No. 157-A of the City of Sebastian, a certified copy of which was recorded on January 20, U� os \ -";*w. N \ z .1958 in Official Record Book 30, page 413, Public Records of Indian River County; said alleyway\� See( \pox°s� 9 �\ Q o ,lI ' 'I'I'" being part of Block 1, Hardee Subdivision No. B• And also Lot 1 \ PoA \ a ,.: , , :l ti':;. �,'�,.: .'„I•I r�7,•+,,,• Sr1., I1 r,t�nt.l1 t :111 (•r,;1C(•, :.r`.`I nt) l i t i, . ., Block 1, of aforesaid Hardee Sub- /5 \ / ,•�, + division; LESS AND EXCEPT right-of-way for U.S. Highway No. 1 as it now exists. ��, \ \rte`s, \ > 'aI••' y,. tr; •11-5 � Ill 3.1 Val n:'C` Vl l'U 17:. •. rli•', SU11 i, •r•I-rIt i•,:IS. / � , 1 I • %,t.I..•. Co ta.lnt 0.99 acres,o e o less ac U., W__F ;ipl n n m � r :.il,i,r•. '.;r.lrles lri�rl :•1`i�v•111(;n:•, :,N(�wn t , ,•xt:,tln,1 •;1:711•, .rt i,.Ir;,e`,'Y �a � � ��p0��,�,(yh �. `., �+ 7C \. l00 /. All I)ipo s;h:li! he .lila! !r, t1lo dr}. ! � _In < i /' `ir;3/ -+�\� MAIN T 1 V f {:1 A'N �nETTO UIQ AV STIA r-----1, N",IGToq I \ ti. !•:ryin(� r .:iu1.1 i lir. u1,t ,.i Ir.,i :It � . ,f:;t •t t+ h„ur:; to :tri`.••t11c.• l.r,r I "',.,, \ S.' ,.. y. Ai i arls d1stlriwrl l;}• rnn:;!.t'ut•t lien :;7!•711 1'ur•e1•re :1;`:1:;s, nn11r'h + - FOSTER RD Nps � or s u .1 L(i s ud . R1 - �� owMBUSKT "�` V AIR 0 9,$'Rr >cc Roy AV J f?efer ir). soi Is 1-(•Imi-I i r"I7,lrod I�p I.•.a1,:1',• ..li i:n..:., II.'i ,t:,.i I',.;:7 Ili::, /'�S(r' _ �Ln- QKu of : � I ;�i�GE� \ �% m r ol� c� ,!` I - 11/1W,�.;+ F rn <!V0C�oo w I VALENCIA ST 1;71.:., r.!<�tt,•d August 11, ;'�ti`l, , ,T !•„i:;t lila `1 •rig:; I• :,. a ; 0 PINEAPPLE 57 Z Z MANGO V KIN T < N 11. 57IC\'E? Ind t:,•)nrl;:1 h.l•' 1nt'rrm,7t ;+,n tl' ! \;; 1 1 t.'n, f •x::•1', l �' J CITRUS AV i TANGELO. 5 Ind K!I't) 11'lt'., ilr!!r,•rl rlUliit;:t "lir Ir?'(, O�= j/ �_1 r ds v _ ORAN SE Ln AV I CALAM04DIN O ��� \` CITY LIMIT V � Y, d T / — — �— W O 12. i1 i 1 <JUllLil rt7r: t to it ;tlul I I hr? it; ac: -,)i i1.1I11',` k' 1 t I. f In • ; ! I i Citi / a p z C AL MANDA AV SEAL APE —`\r b �P�, Yz CROTOLLI N AV i ' :I -: O Z z y W HIBISCUS AV J 1 z U J Seb,ist lan band L'• •. r• I "i•nu nl (' ,ii(• al(I„I:! r•ii rluuus; r'tt, )t'r :r:t:i �` f - _. _ / m x m v I — 3 U W all Utll('r sLatt' alud i(:uai ,:reit•:;. Q !�\ / z LONE m / ,o m 0 < H Q SOW (!!7P 1 U' �^ z r^ Cf E E 2 A, v~i I j W �Uj _ r-- _�.l m(ol a a STEVENSOP A� "I,`.L,.1 .. '�A� I 1I 0 W I Q U 1 i. A1.1 density test:, to he I, rl„rnleif I`er AASIII'i) 'I' HO Iur•t,lmd. AI I density tests results sllr7ll he furnished to the Kuylnrr`r (,n •111 �� suhrradc• and bast, work. (J h � - � - x V1C!AllrY MAP • G ��� `t , ( � EXIST I _. • '�`� _,� ,__ � y _ � - In SECTION B -B � o r• .5(0. ,� y � S _� � 1✓ .: � .� Z 1- N tv vl��l�/G.QY Coe -?c ' • Y ! a N r¢ r) m h CCI” 7 "0001?(;d2"61, .., ..50'1 ✓ocoted 10"/�Y/e o- �V)Ir U to ID OJ N 0 � 0 t}`h(3 Z f j v Fl7d l Q y W 0 c, C /� L ` ► 2— — ° . ° _ o . o ' S1lE OATA a It A o . C'v�lc WrB U1 Uj '�e�' S✓C, _.) y ! (a f 5 �L _ — I OI ; �or�1r1 = Cornrnetelol ClCT7! ted --. w a � ( ,(r7 7� I I OD,% i I=mo . e .''j�_ ✓ r, z G 4� �Ty�> Loch Spvcc i LL. rZ"'Pv�'n Q. <<. /7:�Yr7 '� v L'l - �./ a `i�Ly i - All C00CCet`e to 10707 Jlte 10 e0 O 93 4c 410, 5el S.F. _ (!OU fa O r` 4 '�' a,' \ © r.=xlSt '�� ol/ ; be 3000 e- s. Z. ? C.05ten9ernevous arca 5.PLAN VIEW ° �6 QLn ;A f i / ,� f -� Proposed Stobele?ed Bose !Oreo _ 23, e'7Q 5.e = 57. 2 %z t) 0 _ W ; , ' 9 " Greer Q�eo l 5, 9Q 3 5. F. 3 9. �o }' p g �J �. / t as ! o c g C '� �'• 'X / <1 `� ti �a MITERED END SECTION m 04 N, �/ N. l• Jam'. C 1o(�OJ�CU✓C� f/eh�cle E 6vo Tloll�l �Ol �C11?� l-�lCO O W v to qj- > o P oCf O;T. ?Q �Q 1 oe 07 OZOT ?/, Sp- ot E�ev��/lore r 9�3 1rol�er 40 10-4 o-eQ— �4l «ING5047.4 LC to &)(e 57 lr7 v °h° v 37 Ca,- oed K o 1 L� rovtded. v f',-oposed S(ovf E•revotlor� Qj Oro f� low �rCw � � " f. t 70 lerno!!. � i •� 0 lr7og C ' , .� G q 12 � .t^3 rj,1 •'- -- --- 8.5 X 6 � � it aG ?g �, ("5 -D `'•. } �"� . p Cocotlon of Pereolotlor� Test CANOSC4PE OQTA �rldlo( Q! ver Dr1 ve 2Bd `x l Icee l 35 , = 9 !rtes �. a9i , , � '•� ;. Jlt;'erslvr�>t Sta�z�c';�.�r � t I , 1 , a ^(� '�� � q° � � / , ro . Ei �: 3 k�. Q Mo1n 5trc'et - lQ 'x l 5 Treelov fed (E6: 7 \ { I 1, h0/ q u, ' -----u ---...-- �ro,ocrty 4!7e =?5`x Trc[l50 3 Trc[s - e-)�J t �ot(C o mr­ . =Coslr5r, d9s�c3 o 32 Spaces . s = x G!ODr5e. eFs 320 S ° 7 Tees. 5 !Q , G 1 ��% x hee 3000 S. re v«ed = 2Q°” roto/ tree x!Cotcf506 r? , s sF. x l r�ce f�w«yc lv«c etc S�CI�(7wc/y l --� ' Io(b. F7 G 31 (SAF dcto// l��s .. • .`-.'. , • .,,, :�'.. -; / o -P . � - o ' . ---a ''�l, -� __ lrly El ?5/ Sncet"J 8. ` 3�, '' 3000 PS.I 1y(oe 10107 trees Provec%d = 9 Ex1st Tcees eO ree7-20en 1;'. tf'tr'GY Err(r 5'cct<or�T zz .' 's 27 r2ew Tees Concrete Fee. F, D.O. T (. F 5 c d c of (Povc�rrent ' 9 - --- - - -- -- - - -- - --- - ---�_ -=- ___ -_ - - -- — --- SECTION i I -'r'eciflcot�o!-zs 30 I"rres �lovtdecl - ,' �014� RIVERORIVE �� ' a�l�V IDag J8i r/cdge QcQulrcd = 57(� x 1 Shrub Z. 5 ` _ ?30 Shrubs \' ' x . ,( iE lllvrlg ti Jar `!�7or'ch �X�_st Povemer�t 3f�1gh w1th1� 1 ycor / glorrg !`� 3 high c� f1Ge7o t -r9 -- - - - / 5� ' �11gf7 rVeMlrr 1 ycor CVOTCSlrE to 64 A/ .�'. , f • f b . ,' /� r�r!_^!�a rt' (" 1.: )<i t. -i Li ..ia r "J</: i �� -• - rc. � � �<+. r.�r i �a �p �..^ .Aa a . i:' r.'/r'l a ✓�: .'< a % 'a Ta ( a,l� e'O CM TrL-e(lO crrin HCC” t @ Plot�ttrt l $olid Sod �. E! 8.5 0 f ! t;. 5 �i 01 i - (!I7.61_ - - PLAN VIEW &ve Oo� (8'rm He gh t @ �1ote 9)Solid go 0 ,o t ; i ?,_o„ Wax 11/lyrtic(8'rn,�. lTc�yht @ �lontlrz�� Ei VATtic>fJ V�burnvm eYcdge (5e -<f lorrdscope OOto for r17Zr7 plonflr_?_c l Ife 7z- �h.r* CONCRETE FLUME DETAIL r ' iw_--- _ Cary of sEez05RL0A1 P.O. 5ox 12 7 `Sebostlon e'1. 3e958 -0127 1 j 7e, NOTE r, • - f ., ! 73 :; c'w h .. _ _�� ��. 1" r t 9 VV++..,�w�l �1 -.'1 ..• r•!.•a LX7 '(�.�'c: aR' ,•1•c� r., r.. ir,+ �.•,� !•. `S - - ... a'"l ,. , . . , .`'(. .rr :-, r \a'-'-.. _ _ � J 'r:' , � - r 1 '•i `� � 'r r .1 a r/L 1' ", i l', (! �. �`' !'.♦.'-a .. r'ai' � V ,r r I i a� _ '� /�� I i I� i. I t ( L a7rr Ua'<r r_f ."-! Ic(7 or i.'"71('<"o c. ' > _ O V v :.t ^ u 1 }s r i t� = :d,, ) �;_�_ ' _ I S �. v ; -:. • - ,� G,II G! CI I ;' �'" a. VU SCA. -O .%/% �`S%// / ',' , %` l � % //'/ TJ• - It `\a 1 D , J •' 1 1 ' ----� r`1 a� -•t /0Z AIV SECT/Oil/ — 1 8"'S(}c.�b!/1z�'o Sv��locc �� 93% Ocrrslty Per Mfr SHEET D/ YERS/Oit/ S T.4 UC TURF---- �-�'` ' aT`(� � Tl � Ar4 5eY70 T -180 ?Y(' f & V. - ,50 rT7l r7 . ' " C - 1 -T w A`77.5 \UPEEL GTor r TP -{L srQe�c7zEo 6.45E OErgrc . 1 of 1 (5 2(f 0