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HomeMy WebLinkAbout1998 Sebastian Lakes Preliminary Development Plan (Box 11 #50)_. _ _ _ T ..., . , _ �_ �R --sr_. --.. .. -_ ., - , �,_ ... .. d s r, ; a. , , , > 9 • • .. _ - - .z . : ,, ., : r is ... .: - ... � '� I . .. .. , .. i , .. .. , - t , , I.. �. :. _ - .. .: .. ., r r I .. .. I r , I i „� . :'.,.. ,. o> �aawGn uanX..ur�Ra �u avfi��. r6 ea+sa. liras 39ViF•',ktizYR'Prk"�'87F .. -fi' �v+r ► �ee�rmTrt ;. - -... :.. ... . . - ... - . • 5 . f , ''`: .. . . .. .. . p 1. 30� OF RESIDENTIAL LOT AREA ' .. .. . "' ' b. I i. , - ... _ LEGAL DESCRIPTION PER O.R.B. I1041. PG. 1918 0.30 x 20.161 Ac. _ .05 Ac.t . . .. .. .. . • . , 2. 50% F RA I I 0 OVE LL S TE AREA (EXCLUQ NG LIBRARY SITE) ` ,I UJ - . All of Tracts C,D,E,& F of the Plat of SEBASTIAN LAKES UN►T i, according 0.50 x 50.04 Ac. = 02 Ac.f Il J to the Plat thereof as recorded in Plat Book 12 Pa e 11 of the Publrc Records 9 ' a 1 U , U o 0 I W .-. of Indian River County, Florida, less and except', Commercial 'Tract 2X, as ' PROVIDED: . . ,, W o shown hereon. 1.) RESIDENTIAL LOT AREA �� 0 II I i I ,i _ z = SEBASTIAN LAKES P.U.D. DEVELOPMENT DATA * a.) MAXIMUM BUILDING ENVELOPE (FIRST FLOOR) = 50' x 70' = 3,50o s.F. ;. . ; Q o " Z ENTIRE BLOCK AREA &INCLUDING COMMERCIAL, COUNTY LIBRARY, AND b.) DRIVEWAY = 16' x 35' = 560 S.F. {y/ i EXISTING RESIDENTIAL = 54.15 AC. TOTAL (MAX.) NON -OPEN SPACE PER LOT = 4,060 s.F.* A j. TOTAL COMMERCIAL = 6.456 AC: ALLOWED;' S.462 AC. PROPOSED *NOTE! BASED ON ALL LOTS WITH MAXIMUM BUILDING NON OPEN SPACE FOR ENVELOPE - � / ! I ACTUAL WOULD BE LESS MOST LOTS. P -Q�/E' i o • , COMMERCIAL AREA: c.) TOTAL RESIDENTIAL LOT OPEN SPACE =TOTAL RESIDENTIAL LOT AREA (EXCLUDWG LAKES AND ROADS) MINuS (4,060 s.F. x 97 I �) �o ,, o 00 o �0 ? o J O 1" Z o �- I - ROSELAND/FELLSMERE ROAD INTERSECTION - 4.414 AC. ALLOWED; 3.420 AC. PROPOSED LOTS _ 43560) PG P q,- ,� % i '. . : �Qo,�� .0 Iz-� v P�o� �,y\ r1. 'V I a FELLSMERE ROAD FRONTAGE = 2.042 AC. d.) 20.161 AC.f - 9.04 AC. = 11.12 AC.f (RESIDENTIAL LOT OPEN AREA PROVIDED) / wQ �P o _1 �� h �G - -, �� �Q• e � o O i . (,n fn (n (!� J (n 3 3 3 3 Q 3 11 i I I i ``' i M Z O d o U rn z < = (1) W 5 Q a z w z w z w z w� V) 5 � � � � w o 0 0 0 o � W a �- U U U U Q �j� F- F N U z W z w z w z W>_ W J U J U J U J U U N = w w w w w a a a a a a > > > > > > w w w w w w o� rn oo rn ao rn ro rn ao rn � rn ���-,�� w N a0 � � \ Q� \ d n 0 0 cfl 0 rn 0 N 0 0 A e.) 11.12 AC.t IS GREATER THAN 6.05 AC. / q,O_C' -o ") o�'��o� �+ F� 1J Z E EXISTING INDIAN RIVER COUNTY LIBRARY 4.118 AC: I / I oo� P� G q ��! /S op� Oq I D Sec.: 14 & 23 j .-° REQUIREMENT IS EXCEEDED. // o4�q, .��P�� �A �`9 �F Nc �'� . : RESIDENTIAL AREA: TOTAL RESIDENTIAL = 44.57 AC. "'"' "" 2.) OVERALL SITE AREA / / Q�o�\0� eY\go 9°�S `� ? /'9� "qC' p Q T 31 South wp. : o °, AR s9 �o -{' cF z a EXISTING RESIDENTIAL AREA = 10.386 AC. y � 1 s / rr °�F ° ' qc Qy S I Q C6 EXISTING CONDO UNITS = 64 DENSITY 6.16 UNii S AC. :. a. RESIDENTIAL LOT OPEN SPACE 11.120 AC.t o + �' _ / e.. 38 East R / � � - .) •4c .* OB I = g b.) EXIST, OPEN SPACE (CONDOS) = 2.914 AC.t / - FSFA F ,� c� Y . c.) TRACT E1 = 1.305 AC.t � 9 Bq !,, -, P .♦t o " `' I : d. TRACT B1 = 0.305 AC.t - pr / STi,,1F .Q_ I =m PROPOSED RESIDENTIAL AREA = 34.184 AC. _ I Design by : R.A.B. I e.) TRACT D1 5.478 AC.f // / i ` L DDl �-' ��' �� Qz� PROPOSED SINGLE FAMILY LOTS - 97. DENSITY - 2 84 UtiITS/A,C. , �_ f.) TRACT F1 = 0.723 AC.t / / \ \ c��- Q Ir - 9) / // 1 \ T� O \' l� Q -� . Drawn by J.W.S._ TRACT C1 = 2.689 AC.f �' a h.) TRACT Al 0.480 AC.t f ` o m GENERAL NOTES: = == w. VI C I _ N I TY MAP i.) TOTAL OPEN SPACE = 25.69 AC. IS GREATER THAN \ \ / ,� �r GPI' Q i' hecked by �'. M. : 25.02 AG / .. / C • . " r / "'. goG'�o �� •gyp t<,�> I . G 1. Boundar and too ra hic information and existin 60' TYP. REQUIREMENT IS EXCEEDED. / f /i! 4 -� 's°'I' :,:;%;.;'y`��-- facilities locations shown hereon as per survey data w� 50' MiN. / �� .� / �v Q��, .. ; .:;"'r / ; ,,.� provided by project surveyor, (Contelou' Herrara, & Powell, Inc.). _ p * NOTE! MAXIMUM BUILDING ENVELOPE IS INTENDED / / /�� OQ� �o ' "s �•.''�i'-: e - s� 4 ' 1370 Sarno Road, Suite G Melbourne, Florida 32936-1525. Zr I �o FOR LARGEST LOTS ONLY; IN ORDER TO / / \� - `` vr,`L / 'y"�.,,,;;;; • T - tog.2� Phone no. (407) 259-1525. Project n'o. S95-083. o, Y PROVIDE A CONSERVATIVE CALCULATION / / //d�,, ^� / ' ' : "r%-' . f i L - 203. I '- . (.,_ / \ / ,/ / / ; : _ _ %' %'"`y. ;,',,,. 2.) Each lot will c ntain 10' wide public utiliti s g �,, _ FOR GPEN SPACE. ACTUAL BUILDING / ��� �' / /�': r: +' o a e draina e and sidewalk to ENVELOPES WILL TYPICALLY RANGE / / \O �P / 00��,/ \ 61 easement over the front 10 of the lot, and side lot line easements, � o I FROM 40'x6 ' TO 50'x65'. �i/ \ / - � G�� 1 / o Q f as necessary at all locations where utility pipes or drainage � 10 ©;-, 10 N. / P ,� � \ \�- / o ��� / PHASE 2 li r = I: ,�� / o \ \\�// oP P��/ \ \a Q culverts are proposed. A 10 wide easement will also be provided ;;; Q �, //o��-� 2 �\ �I\ ` �� ooQ c, ' 41 w 40 N / I\ fit Q Y along the rear lot line of all tots contiguous to the proposed/ •. z POOL/SCREENING/PATIO � o C, o, c46 � _ �- 1 �a 39 / 1 3 d existing lakes. I ,. 1' I AREA 1 �, � -,r e- 6°_ • , Z\& ��� 3.) Phase lines shown are approximate and subject to minor w ` I I (OPTIONAL FOR EACH LOT) /eoec�� ���� ��,��,�'� �' ,�. 42 �'� % Q°' I adjustments based on final utilities and drainage design. z i I Q Q 0 �0_, �. '�• 0si ;; 38 ''\ 63 0 4. A licant re uests blanket landsca in tree removal 0 1 �o �o� _ / ,.�/ i W�Qw ) PP q P 9/ z / ` �o��' i;' %,,'-`,., :;� \'J• s \°o- c�>_�� permit as a part of the p.u.d. approval process, in order '�w : I I \ 43 0 O �' \ , „/ , /; , \ 0 3 to allow flexibility in landscaping and relocation of existing Itd MAXIMUM I e *� �'' / r /I } - / QG b '.:.;'` � - %: r, o o_ a sapling trees on site. » . 5 SET -BACK 5 SET -BACK Po 1 q' ,. 37 � zo L.._- BUILDING ---..1 ti ! O �, �°� ,c� ; o'� J \� �� 64 0 W O W �, 5. Bearin s shown hereon are based on bearin reference of N.37°43 45 E., >' ENVELOPE I alon the centerline of Count Road No. 512 Feilsmere Road I. / O� G\ �-�- Po Q�'o 6 0 440 / /� , / / ,zs it Q 9 Y ( ) w z I I z / Q �, i 4; „ ; ; f.= I' ,zb' Q o aw `V c, ',� I -/ .-, /<,.,r;:r . - W 6. Ali latted utilit and draina e easements shall also constitute I / Q �, / ,r., �,r,,,,f; :,r;�;�,; 1. a a easements for the construction,, installation, maint,.anc _ and O Q- ti•� ;1W,4 / 45 ,, ` ,- , m 361 65 w v 1 i I r7 / f/%Li r i i' / V �i„'r';;; ,,,.r ,r.,;,;•" l Q N W z P I+ PC Q o era ion of other r i �' v ;:, •' o W ud na but �w �► d� i p t d o nag and publi r''fr�, ,23 c utI i�� incl . "! / , u3 - �, J b � �; i ;%,;i•• m not limited to t',e foliowin serve_ s Cable television, tee ,hone, MIN. 1 400 S.F. I / / o P / -'::, / c� + ( \� (� s electrical as ewer and a -er. UNDER AIR W ( O 58 " `' ' " �� r. / 35 7. Tracts Al and B1 a, e landsca e o en ace tracts. A landsca e + Q o J• � / r % c, CAR GARAGE ti ,2S O e:;'ry t I; r, / zs• I� w n h r i n l m m r i a, ra s \ cn ;'-::''' buffer wilt be p o Ided bet ee t e es de t a and' c e c ct o r* / ; / , "� , , '/i . /`,: ; , , EMERGENCY ACCESI .-,,, p \ \ \ 57 47 �, being a minimum height of 6 feet with large gees utilized as \ \ j: r ` r ":> 1- :s' u3' TRACT Gi \ / -, 1. �, \ \ 56 / �,. - . , r , , , ..,;" / � I. M intermittent visual obstructions from the opaque portion to a mature ", \ \ s 9 / / p , � , P /; /, ( _ height of at least 20 fees. I �I / \\ / �,S£ f= , f23' 8.. Tracts C1 D1 and F1 are art of the rivate Draina e and ) \ / 55 / �, �s, �, t?H , , ;, ) P P 9 / :, �\ \ / p f i } Y ;� r-\ i \ a l I Retention Area Tracts. r •. ' - `• I ' " 33 9. Tracts E1 Is a recreation o en s ace t, ac Bract E] wJi be, m / :. \ \ \ 0 %JV � ` /;;. fib ) / P P T / / / �. ,rya b/ �; , ;�e Ii completed with Phase 1 of this project. = l a00 N w // �^/ P ,' _ N 29 N! ! W 10.) Sebastlon Lakes Master P.U.D. Association, Inc. sh�ii be solely W ,_: \ 51 �/ y ,.; 30 N s res onsible for maintain in ail ublic and rivate draina e �,� 31 6 P 9 P+ P 9 �f �l i# '' Q In I.:. �'-� easements within the draina ere entlon areas s Mown on the ` - / , P Q o 52 / ! 26 5 eat and on the ro erties described in Draina e and Retention 50 MIN. ;.: I '� / I �\ o %/r , k. 32 P P P 9 YP. "; c�� \ ?,, o / r/ �, s r i ffi i 1 R r ook Pa e 6 0 T / �, r 1 -1 L'i / _ o d s B o �. o a ----, 5 Area easement ecorded n 0 c a ec 9 I . / \, : /- ._ir r-/' ,, _ 25 / - -�"-- "1� �s� 70 Q� of the Public Records of Ind1 n River Count Florida for the �' C! - - - 24 PRIVATE _ _ \ �`� \� L1 _ j' T-�\ / ;" , ba/ ----- 4 y, am ; I' nn RIGHT-OF-WAY t- / / / 53 / < ' \ / purposes of providing adequate surface'' and stormwater drainage �, : 1 " �- �� /✓ 24 PROPOS>D ST# SIGr1/ 11 and retention for this Subdivision. X �j ' �z / y` - c1 (2 / w STOP BAR ( / 11 r . U I Q F- 1 I. 1~ -o ` � ,. , ,:; �� . / I in waterbo mina e acilit or a vatic landscaae I / l e / ©5 .. ' \ < s h r. 71 NI 11.) Lots ab att g anY dY� d 9 Y 4 r a :- ,� x Ff,! /�Q Pose '� ,' / , 89 K 90 h { m W a 2" SCA %B -" dv r S W F�1 E• \ / 1 f1 ! J feature shall not have an 1 arian ri ht_ with respect Thereto. 1I w •� \ /-� �, 12 _ ements to b va ed r to oval U) .® / , \, ; i 88 ��s ) All existing temporary Pas e cat pro app 1 I a V 1 / Q of final develo rr�ent Ian. �` TYPICAL LOT DETAIL > / P 4� : / o �y, / � O 1 >, ; ; / Q o 92 \� C , a I = / I / 1/` 0 ; , - / i G / . SCALE 1 20 / �� �_= 22 V, �, Q o i /' V , O \ Z / ,. =s / `. G ,z 1- 4, y r �sj / A4 1 8' o / - w \ / \ ;'f / / Q � z c� 1 H I '� / / F N , / b � OTE. � ���� ��E \ / / /. /� t3S 1 !-i W J \ 1 I l 4 I 73 I. - t? w 1 P ,. tr I �- i N R TACK 0 �o / 21 1 OR E B � :, S D E C E S P J 1 O 93 ! .. �. Q � AC7, 1 ti / 'I'R / / :... ,. .. U G� a 2. FRONT SETBACKS ON LOTS WITH L /� / / ,. _. �,-.:.. ,zs \ _. ,23 E t` r - /, . / % �' / 'v 1 a - to 0 / . W r' I / / ',•( T I P r,>, 0 a I WA K T FEE . DE L 0 B 30 / / S E 3 i � 86 '�S- .,; . r. z / ;f � l � o M W a / m a' I 20 i CD � i tY P �cr -� J i ' / > r 74 , u I z• / b ,; I / z _Y W x ,; s >' n3 Y o co z / `� / / 85 - X# 1iuc. / o o 1 / r� 94 d I / / 9 A s� > b w 3 x / / / i 10 19 h:CND Z W z . a i / / / / / / 8 : �,, 84 � / / 75 Q Q �- o a / ://- 'I' /�N / / / l l // / r 16. 11 t \4� / �U'z f=-Q ?1 �, ,.1 ', , /./ I k / / / Ill I a 7 _ �- Wo I I 18 s• Q a_ .� / / / / \ III I - web• 12 / / J ` 95 o i' - f / �� 97 il./ 7 W N J ,, b � m I /, l :i I o� 1 � / s 17 / aQln "S I "" ,` I l / \ I I i , . Vie,: \ 96 o/ II '?J o Q i, . �I-- - ( I / $ \ PROPOSE STOP SIGN/ { IZ O IZ I f f I in I I I 1 3 STOP BA (TYP.) /_ iI r I. J �- - �, I l / PHAS ONE 16 77 „ I 0 1: t I-c I \ - �� / -I I t X �. 78 . \ / s 14 I Y J \ / - iI /. L \e ; i B e b 1 e 1; \ / .• -1 \ i �o I , I 1 e 83 rn i \ r / / .._ I -� N 3>i !: ;. � . �, f' ry I: N 79 , , i 4 ,�' ,. , , r" I \ \ i 82- „, _ , „ / , ,: ..:,:. , , Y p ,` r, .. . .,,• ,.., ,, ,.. ,. ., .. .. /. f 81 / / r G I .% --%� / - �' 2 J f r , r- ;, -� to Da 997 � / DEC 23 1 / T r Lf r• / ,j �/ I r : , „ , / iR G „ . :. co t r.r � , „, > 1 ti r r r r' / :. „ _. , ,< Phi E EATI , ,: i \ 0 ON F� 5 , ,, 1 . . f L 1 ,i 1 --� z, Y - �� a ./ R 4 ' A .�, 1: EA :,, C ,... -� ,.> cal 1 100 �r f f S e / / r•" , r r• y : -CRVCV.7LU � r , r ,/ a. -s . -,/ /,': '- s`r-- _ ..'::.",.. ohs /. F 1 !' /�" /, " / / f r- f - r- / !, �/ .vi I' r , I- I' 1 r- Pro' No.. 283103 W sau•� so w I . , . PROPOSE 5 WIDE CONCRETE .�� ,�..� _' D------------ . . .� , _: .; OR ASPHALT SIDEWALK " - f ,: >v (60 R/W 02 . - )- I ee a PHASE 2 CONSTRUCTION I I .. : .: I, No. , . . I:. I ,-: Sh t m I; . t - ! : . o . I . :I' 1 +. , . . .: N AN NIT ,13 m ; SEBASTIA HIGHIL DS U .. of ' q I, ,. . , , , •, PLAT B00}�. 7,: P GE 82B ,-, �. : :. 4 .. . I E VE L L .. . ARY DE OPMENT P AN w i .. ... - 5 :. .:' ., -:. -.. , ,,:, r -". - _ .....,�. ., . ,.: .. _ _ %.'i:,•ui,.ds LL,y^¢,yy,�2'. r+,ro».»�..Ya1-`Sa.x�eJ'xrw 4u+s.i.,4+?; rr.w.aW.davdA-.s,.,y,.yy .. _ •I , I,, .: I . , I } . - - ., : . -rr.n. i.�. Irtrtw �., p ,,, , vvlra. ncwfvo v1 mv�vn n,vcr %,vuri� , rivnvv Z.u+u urccr ucrn more ur�,cu,arr r Part of Tracts C and D, . Sebastian Lakes,' Unit 1, :: as recorded in Plot Book 12, Pa e 'o I o. �h f q o 6 ��o�� I described as follows: B 11, Public Records of Indian River County, Florida,: said parcel being more particularly y a I �, ( , ll w i - I / " a Q From the Southeast comer of Tract C. aforesaid lot of Sebastian Lakes Unit 1 run t , . described as follows: o s. . ! ; ....._ n 0� I i 1'► Q " P . . _ . i ;: , 5 \ . ao ! S89'44'S0 W along the south line of Tract C a distance of 10.00 ft. to the West e From the Southeast corner of .Tract C, aforesaid plot of .Sebastian Lakes: Unit i, run , - J I . L � `a Right -of -Way line of Laconia Street as described in O.R.B. 7018, Page 2826; thence r " S89'44'50"W along the south line of. Tract C a distance of,10.00 ft. to the POINT OF w / ,S. � r continue S89'44'50"W olong the South line of (Tract C a distance of 661.41 ft, to the BEGINNING of the herein described parcel; thence continue S89'44'50 W along the a ?y I : 1' o POINT OF BEGINNING of the herein described parcel; thence continue S89'44 50"W South line of Tract C a distance of 1520.45 ft.; thence N4641'42"E a distance of 0 . I 0 6�s, (/� Co I along said South line of Tract C a distance of 344.33 ft.1 to a point on a circular a, 255.60 ft. to the Southernmost point on the Easterly boundary line ' of property ati� / e A j ¢ curved being concave Northeasterly, having a (radius of 222.00 ft., a central angle of / " I i, '-` 1 2474 27 , and a Chord Bearing of N23 21'24"W,• thence Northwester) along the arc described in Official Records Book 986, Page 355, Public Records of Indian River / h ,: :, 0. 9 Y 9 +' _ of said curve a distance of 93.92 ft. to a Point of Reverse Curvature; thence North - County, thence the following eleven (11) courses along the boundary line of said N. I ; e y property described in O.R.B. 986, Page 355: (1) thence Northerly along a curve * ! 3i Q aW westerly and Southwesterly along a curve to the left being concave Southwesterly, which is concave -Easterly, havin a -radius of 77.24 ft., a central angle of 3253'06" �O � '9� I i o Z �- having a radius of 58.50 ft., a central angle of 11705 56 and o Chord Bearing of " and Chord Bearing of N2651'45 W, on arc .distance of 44.33 ft. to the Point of ... �� o`° �� '9 I 3 N69'47'OS"W, an arc distance of 119.56 ft. to a Point of Reverse Curvature; thence \_1' i. . Tangency of said curve; (2) thence N10:25'12"W a distance' of 13.43 ft. to the Point �P 54 / r��-1 s4� ,: - Southwesterly along a curve to the right being concave Northwesterly, having a radius of Curvature of o curve 'fo the right hoeing o radius of 219.8D ft., o central angle of �� Q `" v 1�� sue, o of 405.00 ft„ o central angle of 10'09'41 , and o Chord Bearing of S56'44 44"W, an 1. o 'T ! / P ° 9O _ I; c Q t I arc distance of 71.83 ft.; thence N28'1026"W o distance of 123.00 ft. to a point on 48'18'46' and Chord Bearing N13'44'11"E; (3) thence Northerly along said curve on11 e 0 �+ A�q \ 'b ; J S a curve being concave Northwester) having a (radius of 282.00 ft. a central angle of arc distance .of 185.34 ft. to the 'Point of Tangency, (4) thence N375335 E a 4� o ��(� of ,4 9 y 9 g . , distance of 102.90 ft-; (5) thence N87;53'35"E a distance of 241.42 ft.; (6) thence o �� h� ,,� W 20 32 6 , and a Chord Bearing of 572'05 57i W, thence Southwesterly along the arc N590Q 32 E o distance of 144.88 ft.; (7) thence N30 59'28 W a distance of 111.00 Z �°` SAC - i. z o p of said curve a distance of 101.12 ft.; 'thence', N46'41'42"E o ''distance of 21.55 ff. to " ,[� v 9 d• a point on a curve being concave Northeasterly, having o radius of 77.24 ft., a r ft.; (8) thence 559'OD 32 'W a distance of 91.45 ft.; (9) thence S87 53'35 W a "b , Y\ j distance of 131.37 ft; (t0) thence N3753'35"E ` o distance of J02.58 ft.; (11) _`� ��/ y �� �Q j; W central angle of 3253'06 and a Chord Bearing of N26'51'45"W thence Northwesterly 1, " / J I - s s along the arc of said curve a distance f 44. f .thence N5206'25 W a distance of 374.34 ft, to the Southeasterly Ri ht-of-Wa line s 9 t e o 33 t , thence N1025'12"W a distance " y g y Q / 'ss SEBASTIAN LAKES COMMONS s \A* of 13.43 ft. to the Point of Curvature of a curve to the n ht, being concave Easterly, of County Road 512 (FeUsmere Road); thence N3T43 45 E along said Right -of -Way G ,;, �;y v S ., line a distance of 425.99 ft. to the Southwesterly corner of Parcel No. 1, Replat- ii 204.51 •moo• PLAT BOOK 15, PAGE 18 �'Q� spa a `1 Y having a radius of 219.80 ft., a central angle of 48'18'46 , 'and o Chord Bearing of 11 Subdivision of Tract C, Sebastian Lakes,',Unit i as recorded in Plat Book 13, Page 1, r 6•w O o .�W U N13'44'11 E; thence Northeasterly along the arc of said curve a distance of 185.34 ft. ' GRAPHS S / s92 : ,a '� 3°' ^m I to the Point of Tan enc thence N37'53'35 E a distance of 10 f .• thence Public Records of Indian River County, thence S58 20 57'E along the boundary of C GALE S,3 � Q. �„, O 9 y 2 9D t , e ce said plot a distance of 333.15 ft.; thence N37'42'01"E', a distance of 159.88 ft.- 0 �'P� � N8T53'35"E a distance of 241.42 ft.; thence N5900'32"E a distance of 144.88 ft.; 100' 0' S0' 100' 200' � w �t Q thence N3059'28"W a distance of 111.00 ft.; thence S59'00'32"W a distance of 91.45 r' thence S52'15'12"E a distance of 40.08 ft.; thence N37'42'O1"E a distance of p 0 i i4 ft.; thence S8753'35"W o distance of 131.37 it.; thence N3753'35"E a distance of r� i41.96 ft. to a Permanent Reference Monument on the Southerly boundary of -;, i � Q` Vw I Co ►� . Sebastian Lakes Commons, as recorded ''in Plat Book 15, Page 18; thence N82'19'24"E �1 t Wif , n 102.58 ft.; thence N52'06'25"W a distance of j170.84 ft. to a point on a line, parallel / / ' with and 203.50 ft. east b right angle measure of theSoutheasterlyRi - - o a distance of 340.13 ft.; thence N5355'DO"E a distance of 161.40 ft. to the new ` O� \o y g g ght of Way ( 1N FEET ) �_ 4 (-,r line of County Road 512 (Felismere Rood), thence N37'4345"E along said parallel .. Southwesterly Right-of-Woy line of Roseland Road Extension; thence S52'16'15"E / v +i� I) ) g p all el f along said Right -of -Way line a distance of 74.41 ft. to the Point of Curvature of a 1 INCH = 100 FT. Q� ^ . \c .�'rj Q Ss 5r U)aI t,.1 line, a distance of 448.23 ft to a point on the west line of'iPorcel No. 1, Replat of curve to the right, having radius f f : 1 '4 / z Q A W Subdivisior. of Tract C. Sebastian Lakes, Unit 1, as recorded in Plat Book' 13 g a g a ad us o 225 00 t , a Centro angle of 51 7 O1 and � � � � U ( .; . ;o. �.� �� ,tfpN - i y6'. 4 i 1 Page 1, Public Records of indian River County' Florida; thence S58 20'57"E a distance Chord Bearing S26 22'45 E; thence Southeasterly alon sold curve an arc distance b ; �, 82 0 128.50 f�., thence N37'42'01 "E o distance Of 49.83 ft.; thence S52'17'S9"E a > `� O REPLA T -SUBDIVISION o Q , . of 203.35 ft. to the Point of Tangency, thence S029'14'E along the new West Right- �, g• , S r of -Way line of Laconia Street a distance of 1209.69 ft. to the Point of Beginning. / / OF TRACT "C' --_ _- 34G-� 3 _ i -- ; { �. Cl distance of 2� 0.64 ft.; thence S20 20'32"£ 9 distance of 177.12 ft. to a point on 11\F •' Contains 36.225 Acres, more or less. -7 - sEcnoN 23-31-s8 `'� •� Q'24 E i i. o' 42 51'39", and a Chord Bearing of S48'13'39"W, thence So .00 ft-, a central angle __ ___ _ ___ _ sEcnoN is-31-38 ___ _ _ a curve, being concave Southeasterly, having o radius of 43 N82 uthwesferly along the 1: ISEBAS�lAN LAKES UNIT 1 �'�. C° arc of said curve a distance of 321.66 ft. to the Point of Tangency, thence Phase C: (Commercial) / S +!v .: I R - 225.00 N S26'47'49"W a distance of 239.66 ft. to a point on a curve being concave PLAT BDOK 13, PAGE 1 �` NW Southwesterly, having a radius of 373.50 ft., la central angle of 39'47'13", and a Port of Tracts C and D, Sebastian Lakes, Unit 1, as recorded in Plat Book 12, Page JK r . ; �' - 51 47 01 30' ' 9 - ,4 , 8� Y Chord Searing of S43'18'35'E; thence Southeasterly along the arc of said curve 11, Public Records of Indian River County, Florida, said parcel being more particularly �y1 ss i S� A = 203.35 � 0 a distance of 259.36 ft. , to a Point of tangency, thence S23 24'58"E a described as follows: Qp� �2�, .O� -% 0 ,\tK q � -- S26.22'45"E � I Q distance of 241.74 ft. to the Point of 'Beginning. From the Southeast corner of Tract C, aforesaid plat of Sebastian, Lakes, Unit 1, run , lr3• BOA S,F i I I . : I I I I I I / . 1 �'� `� N i , I: i ' �� 1 aj Contains 10.120 Acres, more or less. S89'44'50"W along the south line of Tract C a distance of 10.00 ft, to the West Il �� 6S, I ,0 + .. ii i. � � ;�.' Right -of -Way line of Laconia Street as described in O.R.B. 1018, Page 2826; thence Q► t,, !b� ,y �I " �, Y Phase 2: I ' continue S89'44'50"W along the South line of Tract C a distance of 1,005.74 ft. to a / I '� Off• O OI I;� �� U t point on a circular curve, being concave Northeasterly, having a radius of 222.00 ft., a 0 i ^�� �� ►�O' �; �p Q Part of Tracts C and D, Sebastian Lakes, Unit 1, as recorded in Plat Book 12, Page central angle of 24'14'27 , and a Chord Bearing of N2321'24"W,• thence Northwesterly ��� P H A S +� �0 11, Public Records of Indian River County, Florida, said parcel, being more particularly along the arc of said curve a distance of 93.92 ft. to a Point of Reverse Curvature; i .. p i� -s -j described as follows: thence Northwesterly and Southwesterly along a curve to the left being concave South- + �8S0 `S� ,y T w O I i 04 I In Cl- 1 westerly, having a radius of 58.50 ft., a central angle of 117'05'56", and a Chord Bearing 4 tiS I {. From the Southeast corner of Tract C,' aforesaid plat of Sebostion Lakes, Unit 1,' run K` of N6947'08"W, on arc distance of 119.56 ft. to a Point of Reverse Curvature; thence pc0� `'Jj, 8.569 Acres i S89'44'S0"W along the south line of Tract C a distance of 10.00 ft. to the West Southwesterly along a curve to the right being concave Northwesterly, having a radius (,� � ,y ��' SS ?q s9e Right of Way line of Laconia Street as described in O.R.B. 1018, Page 2826; thence r of 405.00 ft., a central angle of f0'09'41", and a Chord Bearing of S56'44'44"W, on ` G I ? ` I i i 10' N02914 W along said west Right -of -Way line a distance of 644.17 ft. to the POINT g 9 / r Q V j j, 0 ly i arc distance of 71.83 ft.; thence N28'10'26"W a distance of 123.00 ft. to a point on S I 3N OF BEGINNING of the herein described parcel; thence N67'18'03"W a distance of r - a curve being concave Northwesterly having a radius of 282.00 ft., a central angle of +�� � p° i 9� �N 178.99 ft.; thence S81 57 55 W a distance of 30.84 ft. to a point on a curve: being �' 20'32 46 , and a Chord Bearing of S72'05 57 W thence Southwesterly along the arc � '�j a� `� II ac concave Southwesterly, having 'a radius of 390.00 ft., a central angle of 18 11 48", of said curve a distance of 101.12 ft.; thence N46'41.42"E a distance of 21.55 ft. to % ^•� ` �i i • I: � o and a Chord Bearing of N59 48'44"W,• thence Northwesterly along the arc of said { / \ Q P .is . a point on o curve bein concave Northeasterly, having a radius of 77.24 ft., a � I, &o - curve a distance of 123.86 ft.; thence N59 p3'35"W a distance of 53.18 ft_ to a " , I; Point of Curvature of a curve being concave Souther) having a radius of 250.00 ft., central angle of 32'53 O6 , and a Chord Bearing of N26'51 45 W, thence Northwesterly � 2O P Z 4m 9 y g along the arc of said curve a distance of 44.33 ff.; thence N1025'12"W a distance �O. tl1 p R = 430.00' �!o a central angle of 4146'09", and a Chord Bearing of N7956'40"W, thence Northerly of 13.43 ft. to the Point of Curvature of a curve to the right, being concave Easterly, o, v = 9"30'48" R = 250,00' {; a and Westerly along the arc of said curve a distance of 182.25 ft. too Point of r. having �a radius of 219.80 ft., a central angle of 48'18'46 , and a Chord Bearing of � .� P H A S E N J o_ A = = 41.46•©9" 1I a _ Compound Curve; thence Southwesterly along a curve being concave Southeasterly, - N13 44 11 E; thence Northeasterly along the arc of said curve a distance of 185.34 ft. � . o r� p •N N - 71.40 �� having a radius of 430.00 ft., a central angle of 9'30'48", and a Chord Bearing of to the Point of Tangency, thence N3753'35"E a distance of 102.90 ft., thence w ti /fi +fib 0 N E w _ . C.B.=S74.24'520rA = 182.25 I. S74 24'52"W, an arc distance of 71.40 ft., thence .N20'20'32"W a distance of 177.12 N87'53'35"E a distance of 241.42 ft.; thence N5900'32"E a distance of 144.88 ft.; �,� A S O ' .B.=N79.56'40"W ft.; thence N52'17'S9"W a distance of 200.64 ft. to a point on the Southeasterly I " " �' �s 'S 10.120 Acres i to boundary line of Parcel No. 1 Re lot 'Subdivision of Tract C Sebastian Lakes, Unit 1 thence N30 59'28 W a distance of 111.00 ft.; thence S59 00'32 W a distance of 91.45 i \ D6, O .Oc .�_ R 390,00 Y • Rep lot ft.; thence S87'53'35"W a distance of 131.37 ft.; thence N3753'35"E a distance of \ �s� .t3� R = 430.00 y d = 18'11'48" I" as recorded in Plat Book 13, Page 1, of the Public Records of Indian River County, 102.58 ft,; therce N5206'25"W a distance of 170.84 ft. to a point on a line, parallel \ = 42.51'39" = S9jj A = 123.86' I I Florida: thence N37'42'01 E a distance lof 110.03 ft.; thence S52'15'12"E a distance of with and 203.50 ft. east, by right angle measure of the Southeasterly Right -of Way \ iZ 25D.00' ' .0 " V 40.08 ft.; thence N37'42'01 "E a distance of 147.96 ft. to'Point on the Southerly line of County Rood 512 (Felismere Rood), said point also being the Point -of -Beginning � \\ A _ 321.66 = 41'46'09" SS 61 `�Sk C•B.=N59 48 44 W 1 boundary of Sebastian Lakes Commons, as recorded in Plat Book 15, Page .18, of the of the herein described parcel; thence continue N52 06'25"W, a distance of 203.50 ft. / \ C.B.-S48'13 39 W A = 182.25' 9�37 . Q th Public Records of Indian River County, Florida; thence N82'19'24"E a distance of to said Southeasterly Right -of -Way line, thence N3T43'45"E along said Southeasterly \ _ " Ss., I 0 340.13 ft.; thence N53'55'00"E a distance of �61.40 ft. to a'point on the Southwest- C.B. S79 56 40 E F erl Ri lit-of-Wa line of Roseland Rood, thence S52'16'15"E aloe Right -of -Way line a distance of 425.99 ft. to the Southwesterly corner of Parcel \ O 2 R = 430.00 5 w Y 9 Y g said Southwesterly No. 1, Replat of Subdivision of Tract C, Sebastian Lakes, Unit 1, as recorded in Boa`' \\ �j BA- cr0 X = 52.22'27" _ 581 575 Z Right -of -Way line a distance of 74.41 ft. to a Point of Curvature of o curve, being Plot Book 13, Page 1, Public Records of Indian River County Florida; thence \ �:� cS` A = 393.06' R - 390.00 " , Q concave Southwesterly, having a radius of 225.00 ft , a central angle of 51 47'01 ", S58 20 57"E o distance of 204.65 ft. to' the aforesaid parallel line; thence S3T43'45"W, \ Yl- O, ! , " Q = )$'11 48 30.84 „ y6,r and o 'Chord Bearing of S26 22'45"E, thence Southeasterly along the arc of said curve / I C.B.=N5259 03 E I 1.57 55; E 78• -' a distance of 203.35 ft. to a Point of Tan enc , thence SO29'14'E along aforesaid along said parallel line, o distance of 448.23 ft. to the Point -of -Beginning. \ r 'O a A = 123.86 i N8 . `• _' / \\ �� O.�s C.B.=S5948'44"E S611�89 ,3�' i Westerly Right -of -Way line of Laconia Street as described in !IO.R.B. 1018, Page 2826, Contains 2.042 Acres, more or less. / ` +^j - I f8o9 I - I C� a distance of 565.52 ft. to the Point of Beginning i /,* h ' i I' SF Contains 8.569 Acres, more or less. /�-A �p`ti' �� 0� I ! /1 • I' I ` . / / / , » 9 +�j2 I : POINT OF BEGINNING Phase 3, 1. l/ S87 53 35 W •0� �,1. t0 PHASE 2 Port of Tracts C and D, Sebastian Lakes, Unit 1, as recorded in Plat Book 12, Page / �/ 131.37' 559 I rt � _ �A. � I I. 11, Public Records of indian River County, Florida, said parcel' being more particularly / Jai / ,00�$ ry ry'S 1I % described as follows: �pA h/ 5g Ac 1 T z I ���� / 1� I �'W^ Q From the Southeast corner of Tract C, aforesaid plat of Seb stian Lakes. Unit 1, run / , I j ¢ _ S89'44'50 W along the south line of Tract C a distance of 10.00 ft. to the West �c/�/ T P A C T �D" Qk 80; e N87'S3'35"E 241.42 - I/ 41 r� I I; . 2 V.in � Right -of -Way line of Laconia Street as described in O.R.B. 1018, Page 2826, also / `V I I• w1 being the POINT OF BEGINNING of the herein described parcel: thence continue o`���r0,/�,��+ j�` ,p� I CCQ � S89'44'50"W along the South line of Tract C a distance' of 661.41 ft.; thence a / .a �; o`I Q N23'24'58"W a distonce of 241.74 ft. to a Point of Curvature of a curve being �c 0' .4j� `•O •� I .. �„�'- co c0 concave Southwester) havin a radius of 373.50 ft., a central angle of 39'47'13", J / I14 �a0I / I O�, ry O i I I' "T Y m and a Chord Bearing of N43'18'35"W thence Northwesterly along h r f p g n try o g the arc o said CUR YG DATA ��<���a //�� 1- H A S E 4 p N curve a distance of 259.36 ft.; thence' N26 47'49"E o distance of 239.66 ft. to a �' Point of Curvature of a curve to the right, havin a radius' of 430.00 ft., a central 11 °� c`\ THREE 9 9 / O ® �be5 �� o Q angle 52'22'27", and a Chord Bearing of N52 59'03"E; thence Northeasterly and 11 R 373.50' 14.189 Acres f !' a, i I Y Easterly along the arc of said curve a distance of 393.06 ft.'' to a Point of Compound R = 77.24 R = 405.00 ` 0 = 39.4T13" ^ U Curvature; thence Southeasterly along a curve to the right, being concave Southerly, P H A S E W havinga radius of 250.00 ft., a central angle of 41'46'09 and a Chord Bearin of 32'S3�06" 0 _ 10'09�41 " i A >= 259.36' �i v � Q I U S79'5'40"E, an arc distance of 182.25 fit. to a Point of Tangency, thence / A - 44.33 A - 71.83 2 Q Jv E _ C.B.=N43'18'35"W d ¢ S59'03'35"E a distance of 53.18 ft. to point on a curve being concave Southwest- , If �i R = 282.00 R 373.50 I, (o g C.B.= N26'51'45"W C.B.= N56'44'44"E = 39•47'),j" W t rb erly, having a"radius of 390.00 ft., a central angle of 18'11'48", and a Chord Bearing �t, I A = 20 32 46 12.162 Acres f I I C Z o of S59'48'44 E, thence Southeasterly along: the arc of said curve a distance of e • A 259.36 123.86 ft.; thence N81'S7'S5"E o distance of 30-84 ff.; thence S61'18'03"E o distance / Q O I A _ 101.12 �' tie 2 5 C.B.=S43'I8'35"E I { W = of 178.99 ft. to aforesaid West Right -of -Way line of Laconia Street as described in C.B. S72'05'57"W I I c5 `" R = 219.80 R = 58.50 N10'25'12"W R = 405.00' ! �1 O.R.B. 1018, Page 2826; thence SO29'14"E along said West Right -of -Way line a ' 0 48'18'46" 0 = 117'05'S6" 13.43'--{-" = 10'09'41 " I i & W V o 1 distance of 644.17 ft. to the Point of Beginning, " , _ = - ' _ 'Q Contains 14.189 Acres, more or less. ' �� A 185.34' A 119.56' �,�h� 2 A _ 71.83� " _ c-. . N 1 N C.B. S56 44 44 W R 58.50 I: o 0) /� C: B. = N 13'44'11 "E C.B. = S69'47'08 "E 0 ... CP " I � N 1 z N J Recreation Tract I a� �,�, s = 11705 56 . N I : ' I Ao. ©�� o�'y oN A = 119.56' " { • Port of Tracts C and D, Sebastian Lakes, Unitl t, as recorded in Plat Book 12, Page 4j' d 0. p_a's C.B.=N69 47 08 W I 11, Public Records of Indian River County, Florida, said orcel' bein more articular) I I I /R= 282.000' R= 222.00, �h �Na'+ 3 1 F 1 described as follows: Y p g particularly so- / = 20'32'46" = 24i4'27" +� S I `% e �" s `.e POINT OF BEGINNING t0' �, R = 222.00 :� 1 From the Southeast corner of Tract C,' aforesaid plot of Seb�stian Lakes, Unit 1, run P / A 101.12 '. A 93.92 + N. � ' " I ,T (OVERALL) - - S89'44'50"W along the south line of Tract', C a distance of 10.00 ft. to the We st est 9 . 4 �'� RECREATION TRACT o 2474 27 den �N POINT OF BEGINNING Right -of -Way line of Laconia Street cis described in O.R.B. 1018, Page 2826; thence C: B. =N72 05 51 E C.B. =S23 21 24 E 6 A = 93.92 ca Z 30` r - 1.305 Acres f 6 • " ! N PHASE 3 s89.44'50"w continue-'S89'44'50"W along the South line of Tract C a distance of 1005.74 ft. to , C.B.=N23-2124 W 10.00' the POINT OF BEGINNING of the herein described parcel thence continue S89 44'50"W co�i' C) , -i-- - -- r. 78.s6' - 514.71' _ _ 344.33' - 661.41' - ! ` along said South line of Tract C a distance of 514.71 ft.; thence N46'41'42"E a I Cn _ S89'44'50"W 5 _N - �" �"- , „ • . , distance of 234.04 ft. to a point on a curve being concave Northwesterly, having a _J S89 44 50 W POINT OF BEGINNING 1520.45 ; o I radius of 282.00 ft., a central angle of 20'32'46", and a Chord Bearing of 15' WDE FLORIDA POWER a LIGHT UTILITY EASEUENT POINT OF BEGINNING 1 66PER o.R.e. 526, PG. 20 OF THE PUBLIC RECORDS or RECREATION TRACT PHASE 1 v N I i - I Southeast Corner N72'05'57"E, thence Northeasterly along the', arc of said curve a distance of 101.12 4 WOIAN RIVER COUNTY. FLORIDA G R A N D U R E E U TRACT C " "' RIGHT-OF-WAY LINE RIGHT -of -WAY LINE i ft.; thence S28'10'26 E a distance of 123.00 ft. to a point on a curve being concave Northwesterly, having a radius of 405.00 ft., a central angfe� of 10'09'41" and Chord `3C 29 I 1 l 9 $ 7 6 S '! 4 40' ` ` 40' Bearing of N56'44'44"E; thence North easterly, ,along the arc of said curve a distance M NOTES BLOC K 3 1 0 B L O C K 2 2 0 I. j. of 71.83 ft. to a Point of Reverse Curvature; thence Northeasterly and Southerly n 1. BEARINGS ARE BASED ON BEARING REFERENCE OF S E R A S T I A N i H I G H L A D S - U N 1 T 13 - L A T B 0 0 K ; 7, PAGE 8 2 b along a curve to the right being concave Southwesterly, having a radius of 58.50 ft., r" -' N37'43'45"E ALONG THE CENTERLINE OF COUNTY ROADi. a central angle of 117'05'56", and a Chord Bearing of S69'47'O8"E, on arc distance of '. N0. 512 (FELLSMERE ROAD). i of 119.56 to a Point of Reverse Curvature; thence Southeasterly along a curve being %• ' - 2. BOUNDARY LINE OF ORIGINAL TRACT D NOT SHOWN, - I concave Northeasterly, having radius of, 222.00' ft., a central angle of 24'14'27"and a ( :i . � AND EXISTING LAKES NOT SHOWN: , , I Chord Bearing of S23 21 24 E, an arc distance '' of 93.92 ft. to the Point of Be'ginning. 1 SURVEY INFORMATION FOR EACH TRACT AND OVERALL I r a Contains 1.305 Acres more or less. • i SITE BOUNDARY, AS SHOWN HEREON, WAS PROVIDED BY THE PROJECT SURVEYOR. , BILL POWELL, AT CANTFLOU. . _ _I . { HERRERA, POWELL. INC. PROJECT NO. S98-074. , i I � DATED APRIL 28 1998 . . . .. PRELIM INARY DEVELOPMENT PLAN 1110111. I 1 n: . I i, -i. '- - - . . w z z z = M o a 46 o � (i) w Q = W 5 z o a z w z w z s z w wcr V) p 0 0 0 o w v W a �- U U U U Q Q t- z F- z i- z h- z fJ U w_ J LJ J w J w J >- w U U U U U S W w W W W w w w w 7 w w Or (Y- � W W 00 0 03 0) 0 0)m 00 00 a) 00 a) M (NV O � N F 0 0 0 0 0 o A W� Q. 0 �! ce I M M o �. ca Q 0 . C4 - W W z r W J � Y) a.4, a.) � ' O • 117 U 11 to a rn0 o ® cco ca I d Q . V I W. i v a • s- L4 � 540 a a . em 04M z .. W M z I 1z = w 0 � to �a z � U) C - a o We M '_ ,"� W o w Q o Q�M t ` �I r�1 F � in Fq v) . W d ^ x U) ; W �o >. W w I .1 E I Xz �5 U C I a, x a a I op. 0 a � 1A :� is O .• y 04 9 l " ►.. ' . , ­_�� Date : DEC. 23, 1997 Scale : 1 = 100' VPICAL WATER AIR / 55 vQ�- PHASE 3s }, �I C) 4933 68 "END 'WEE _ � 54 \ Z��� co / w �' o 51 28 29 ,�Q� 0 �`D 3 , -� 27 31 69 ,/� ` � a v LLJ 52�` \ 26 (+! w! END i >- Of Lu IN 25 � 53 \ �/' - ,/�70 Ik o Q o W wrx v. I J�' / T TO 9E PROVIDED (;C�j 1j. V \\ 4 ✓ - W Q �/ O� E NC ttENANICA "fit \ A� / _ \. / MITER UT ��..0 W (^- ` -\ / / ENT voa a \ \ \ \ } 24 \ / / nwv. ,s.o, I {.. z / �, z z _ 7 / y i I W 1Li 72 22 87 I 3 Q o -b� /// / Y MATERUNE 21 + PHASE THREE 73 , w P--+ w II Zp-aN�ERD Wom 86 . LEGENDWINa.. _ / I MITER ND T '�0 ESQ \ A 74 11 I 0S EXISTING SANITAY SEWER LINE ¢o — /✓ / \ \` 85 Ex�sz+nrc 94 I I I J z W x z - t INV. --c�15 85� ZO s�A w \ IN L£' 9 / 10 'Oy NSF 19 , PONo \ '�f f PROPOSED'' SANITARY SEWER LINE p,x .5, 8 84 \ 75 _ -yam EXISTING WATERLINE a �, � .. / 4TERED END l klNET 1 2 �INV. _ 16.03 F.: " / / \ �/ I PROPOSED WATERLINE 0 � 17 �� ., ,. 77 _ell , c •l ` . I li r r 1 1 i. , i+ .• is . QQpP/ / cc 0 '` ? / Z �r r,. t 0 e i GRAPHIC SCALE 100' 0' 50' . 100' 200' ( ^ IN FEET) 1 INCH = 100 FT. earl p p ry0 1 - L. J .. / ` l (V N2.38TERED /IN ENO V.-15.70— — ----- ti a I 0 [o Tww 0 i &LET TOP . 19.16 INV. - 15.10 ,yNb 1� ti� 1�O `• 5.; ry,ya 22.E9 A •r 51'47'01' R 225.00' T 109.21' L 203.35' r Q r3 Q Q Y Q twLL o ft:ml n U) F- w QLn L 0Ln Q3uia U � - Cl zwo woven cn L-J Q w�V Q WowjX �cr3 Q N W z c _n m w 0<0Q� U � w of :2 v1 0 w TRACT Cl KET TOP _ 19.52 INV. - 15.52 217; 27. I I SHUWN ON PLAN) 2' MtAMI CURB & GUTTER 6 LIMEROCK 1" ASPHALT 8" STABILIZED SUBGPADE TYPICAL ROADWAY SECTION A -A NOTE! CURBS TO BE NON -MOUNTABLE ADJACENT TO ALL LAKES! L5 -1 CA END C TEMP. CUL-DE-SAC DETAIL (TO BE CONSTRUCTED AT PHASE LINES) SCALE: 1" = 20' STABILIZED MARL T-TURN AROUND (LBR 40; COMPACTED TO 95%': MAX. DENSITY) 41� � STORMWATER MANAGEMENT PLAN THE PROPOSED MASTER STORMWATER SYSTEM WILL ATTENTUATE THE 25 YR. 24 HR. STORM EVENT TO PERMITTED PREDEVELOPMENT LEVELS PRIOR TO DISCHARGE TO C.R. 512. THE TWO PROPOSED COMMERCIAL TRACTS WILL UTILIZE THE WET DETENTION LAKE SYSTEM OF SEBASTIAN LAKES FOP STORMWATER TREATMENT AND ATTENTUATION (WITH 85% MAX. IMPERVIOUS, COVERAGE) THE INDIAN RIVER COUNTY LIBRARY WILL CONTINUE TO OUTFALL INTO SEBASTIAN LAKES P.U.D. NOTE: .) ALL LAKE CONSTRUCTION AND EARTHWORK TO BE COMPLETED IN PHASE 1. 2.) LAKE SLOPES TO BE 4:1 MAX. 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