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HomeMy WebLinkAbout1987 San Sebastian Springs Preliminary Plat & Construction Drawings 0 i SAIII SE,6ASFIA111 WEST i DESCRIPTION All of the Northwest one quarter of Section 23, Township 31 South, Range 38 East, lying West of the Sebastian River. Said land situate in Indian River County, Florida. 0 100 200 300 400 r N 00°19'30" E 2656.24' CN --rt - N 00°19'30' E 260G.02- _WATERVA&IET _-_-_-_- AVENUE 205.00'' 1( � 210.00' 1( 210.00' I 210.00' I I 210.00' 1 210.00' I I 210.00' I I 210.00' j 210.00' I I 210.00' I 210.00' 1199.70' I I 76 �3 f ti v a- 3 I ! a BLOCK A s ! I I Q=64, m 1 _ 1 0 mm ��Z mm mm mm �m �mm CM m -i m -I - m mm [� �m C mm (� mm I �W �'m"'m "'m "'m "'m J V 9 1� o Q m % Q � �� o : amo 3 W N'� coo e m v m v� I v m Q� / � r V m cM m m 9 U „ Q N q m rn E co . co C)o yl oo . o0 o coo la m 11 0 1 2Cr a I aJw I I CD ro i I �U 1 co � `� � z 2 M" � r. ' z i z oW z z( z z z I I 70' I Qos.00't I 210.00' 210.00' 210.00' I 210.00' I 210.00' It 210.00' 210.00' 210.00' i 210.00' I I 210.00` I I 210.00' I 21s.1s' sl N 00'19'30" E 2 X95.20' - - - - - - - - -1 CN m %1C>' h .t i C01M m CLEAR zo.vE /BOC' - m m� - R S T R I P ��EeR z _ Ln �Ij CD N 00"19'30" E`2594.76' 2 io 2/0 ' � Lr) v 41 yin LAKE AREA �� 23 a 22 ►h� ---_ m m � I 'K e N Q• 4.1 m 0 Cc, U Ln Q, 1 9 I S'u Q O " �' Q` I M 210' I 2/O' 35' 2. °c I - r, M o = N cC"19 3C" cr t �r� I g � I 1 � 5'' o -----------------------------------o- 1 i 18 558.40` [25 -��,/ C2G E21 17��,52 �9 [ m leo' so' //o.00 210.00' _ _ L3 [4 ��-----0 - N C41h91G -� _ __-�} 1.-z�,� �3 �,.I I v 1 Zia' I 1 z (.2G 7 212 \H�, <B h cs 112.09 ` C7 1� \? I �' I :I C6 100.12 <s Z 1 G a 4 3 �� Q U h TRAG T G' I I 9J • B3 \ CI R 98.3:cc m m +� I ? 1 3 \ 9 z v 1 5 Im_ a • 3 , rN - C2 p II CD .r 2039 w m N I BLOCK B 2 C2� `� 214.16: i M 7� 14 m� Qa n I 1 M CN ` z N q ��1% co C4 jN ry N- L! C I Z z CI3 1 a ,{ cr. Cn +, c+� * m �' I 2Z ��• i Y I / i %DU7" PARCEL Zso - �� m' 3• 96 --mss _ = es "es 43:, • �+ °' 4 n, co �_ L°-210. 76 ' z ry 5 � LOOP 016 1e6.82 e a)2 t 10 ff rn m " ^� , 132.98 ° _q:_24CG. Ell. °o I o A ` 11"18'36" 1 "I8� CC---- N CC" 9: � /5 :-- 6 O R/7 -V FOR �uTc/RE y 7 z C9 n>- 04"45`29 3G x.:.1/3.' --------E�-- Y/3.151E-� ,alae o ExNs/o�l L) I m }, >_=202.68 L� `v m d3 �n ( 173.15' tM+j co IT CD 00 8 3 CS) % �. z m +t 1L-. I LINE DIRECTION L1 N 89'24'25" W L2 N 89'39'21" W L3 N 00019'30" E L4 N 20027'41" E LS N 28005'27" E L6 N 11038'06" E L7 N 11038'06" E L8 N 28005'27" E L9 N 04049'16" W L10 N 20027'41" E L11 N 00019'30" E L12 N 89040'30" W L13 N 00019'30" E L14 N 20'27'41" E L15 N 89040'30" W D, r DISTANCE CURVE DELTA ANGLE RADIUS ARCt LENGTH CHORD TRNGEN 50.23 C1 89'58'51" 25.00 39.26 35.35 24.99 30.00 C2 62010'55" 25.00 27.13 25.62 15.08 58.44 C3 151'54'50" 50.00 132.57 97.01 199.90 58.43 C4 20'08'I1" 220.00 77.32 76.92 39.06 24.52 C5 02'36'14" 255.00 11.59 11.59 5.80 18.49 C6 22'40'43" 255.00 100.93 100.28 51.14 42.89 C7 32'54'43" 120.00 68.93 67.99 35.45 38.37 C8 16'27'22" 355.00 101.96 101.61 51.33 36.29 C9 01040'08" 2430.00 70.78 70.78 35.39 58.43 C10 04043'18" 2430.00 200.25 200.19 100.18 8.33 C11 00"09'51" 2430.00 6.97 6.97 3.48 20.00 C12 90'00'00" 50.00 78.54 70.71 50.00 30.00 C13 152'10'54" 50.00 132.80 97.07 201.90 58.43 C14 21023'29" 25.00 9.33 9.28 4.72 20.00 C15 40047'25" 25.00 17.80 17.42 9.29 C16 02206'01" 2370.00 86.87 86.67 43.44 C17 04806'52" 2370.00 170.19 170.16 85.13 C18 16027'22" 295.00 84.73 84.44 42.66 C19 32054'43" 180.00 103.40 101.98 53.17 C20 15013'20" 195.00 51.81 51.65 26.06 C21 10003'37" 195.00 34.24 34.19 17.16 C22 20008'11" 280.00 98.40 97.90 49.72 C23 90001'09" 50.00 78.56 70.72 50.02 C24 90001'09" 80.00 125.69 113.16 80.03 C25 20"08'11" 250.00 87.86 87.41 44.39 C26 25016'57" 225.00 99.28 98.48 50.46 C27 32054'43" 150.00 86.16 84.98 44.31 C28 16227'22" 325.00 93.34 93.02 47.00 SEP�r- 20,5-•,� S URV�Y MEANDER 4 Ll � z ( �� 0 mm m UCm z / ,yOfE : rw6 CERT/FIGHT/O.V SSL -OW PERTAINS s -O �J THE PLAT DOUNDARIES C.v&-Y AOVZ> AloT TO 7NE IM7-,-,Q1o,Q 407-5 O.Q ROAC> 1 , OR re 7WO GI ff. R zONe . ' JAMES A. FOWLER LAND SURVEYING COMPANY P.O. BOX ISTT 13140 14th AVENUE SUITE 4 VERO LEACH a FLORIDA 32061.1977' 1 HEREBY CERTIFY that this-142'%"jf<SURVEY Is true land SURVEYOR*3 NOTES correct to the best of my knowledge and belief as surveyed under 1.Reproductions of this SKETCH or* not valid my direct Ion, and that there are no encroachments except as unless embossed by Surveyor's tool. shown and that on SEPT. �, 1987 the location of the Improve • t.Land showsberson cies not abstracted for mints were as shown. Rlobts of May and/or Easannents not recorded on the lot. Pr essi0nol and Surveyor3.Tbis SKETCH insets the onlntmum tocbnit�ol Certificate No. 343'5 ttesddrds set Perth by the flaide Board of Land Sarvoyars'pr Section 472.02, F.S. STATE OF FLORIDA m o ('V CT co Lr) v M d: Preliminary Plat of San Sebastian West Owner/Developer: Dr. Henry Fischer P.O. Box 68 Sebastian, FL 32958 Prepared By: James A. Fowler, Land Surveying Company 1239 South U.S. Highway No. 1 P.O. Box 1677 Vero Beach, Florida 32961 A 1 ` OLUMER ZU1TW/1 ldOo a 30M//U. BLDG. SE rsAcl< � 350' CLEAR ZONE r n 7,Yo f/?AS S. f{AMILTOfV ON ADJ. PROP i, _ o„ _ �/o _ _ /850' GRASSED ` A/RSTR/R /3G.Z4 _ 2/,3. 7� _ SITE DATA L P. d. & 370 CLEAR ZONE LAND TO Tf/E NORTH ZO/V OF SU�JEGT PPERTY t • //VCS = R S - 20 ��-�t7 1.� L- 7 Z VSTZO S",c-yj n- L/NE OWNED RO 3 Z1?&/ �.PROPE2TY L /NE RO OR. HENRY A. 016CHER Z TOTAL NO. OF LOTS 35 = N 24; ! PROPERTY • L/NE 1 Lppt: 3• TOTAL RIW ARE4 = 7.99 Ac. /0.0% N ' MAX BLGY� N I O ..; ; ,, � gL OPE HEIGHT m ti CLEAR ZONE Zp , 5 -� d. TOT�iL LAKE AREA 4.9. �c. = 12.4 35' th -. "..., ,r -CLEAR ;ZONE Url L l'i IGtii JILLlJ�Iltl t3f ,M - ��-i� Wr�.Ls �I� eco- 76,U1� MIN. HEIGHT A80VE R04DWAY RUNWAY CLEAR ZONE PROF/LE s. TOTAL COMMON AREA /, 64 Ac. = 2, ! / I ADJACENT X00 ROAD 19/N REOUIREO - /5, O ,6. AIRSTRIP � T,4XIWAYS = 6,40 Ac. 8.07., PROPERTY OW/UER ACTUAL = 30.5 SCALE 1- = 200' NOR. - !'/ = 50' VERT.7. } GtT`/' � / L-:U6AN�, ADJACENT PROPERTY OWNER TOTAL LOT AREA = 54,07 Ac. t = G7.5 J $, TOTAL SITE ARCff = SO AG. _ !00 /o • FELLSMERE! >tz. 32 48 Q ANTHONY A. CORAC/ 9, 0, VE'LOPASLE AREA = X03.0 t Ac. V 70 SLANCHARD Sr. Z SEE SHEET 4 0� /O /O c� IO NEWARK , /v.14 07/50 U GU.42DHOUSE FLOR OETA/S OF LANDS CAPE Q t;SEE DETAIL SHEET /o o/ ion LAKES -A,' 17 u .w �� •�%tt/TJ ?moi r7 17 r� 7 1 _ ) ( I✓ O X11 " 26,sr, . 24 / A J q /I h 1, n i n B 1 111,I P- rry©/ \,I, I 1�� I t 1q1 1�JI \1 W.CL i�FT FIEF -MJF �2� I - I I I 1 '' .. ---- -, l/IGZh�T� Tt���T WATERVL/ET AVE.!-. .. _ F ® TA oto FA -WEST Ro FS&7 5' _ 1 , T nom_ wR�i / cQ / •�1�� -(v" F. H ' T G�- . 3 \ -.5T 210+ 2((T 210 2 0�-�' ZICJ' --f8- 2(v' C- � r{ F CrN f�R ' "C-&%�czr-/ vr! t1 o2 o3 b 1„,oC9 b� .-►� _�17 O�8o �_t oIH�!b1tt b+q 1,14� I 1-741 ,,(D BLOCK AICK Tcjj. wvp 1�.1I4-t6�s 1*Oti4 k14 / 114k testi ('� +I� , I TE ; �EFE12 ?U QY I l' T ' �i Foie EASEMENT t \ �!�` 2(a` 21d / 2t , 2lo t112 2� 0 ✓ y Tows, 0 �205_ / _ l7/!00'x• j ' c EA - 71600 GRASSED R!P 1 z N -- f . /Oly�'S \1� _ h��---_ � �&1� 'l 10 Ilk ,si d nt - - - ----------------- -- --- --- `_----------- / ----- -- N 6fb b�1 11�fl Iyl$ Q. I fk Q U T O u TRAcT EXI STING LAKE (9q ACRES *)- _ ,,, 22 N �r►�`N kti a GO / 210 / 2�0 ,,5 l \\ Z% ^4A / 210 IIS / 2ry % {{ / � i I � PROPERTY NORTH OF / j / SECTION LINE OWNED, lA -8 BY DR. HENRY A. FISCHER -AAty�k 16`� / Ibi3 , ,Ib�� I}►�� 20 llrr� .�;o .-16� /7 lb-(��PN ,� t�v Ib o , ►1. t ,�,� �� _ Lti I1y�i •� G � 114 E 41 41 - - 2 i \ L AIc 2 so I _ !b� ' r+ 1 P t� �b I6�•� 16 v Its 1� 14�`� - 2 ! CUP - - TRAcr� _ \ - - - 0 � /to 't ,, z/o' �` r Zoo' � / � � � -- � � � �► � � ' I � L\OCK � BLOC r� 1� � _ _ . /5 \� /4 � / ,•�' / � � � '�l1-- - �. � I I 0 "ZZ W.3 So -1,-0-39- w -- - - Ai / t� % / �J \ \ ( \ \ I��i 1 - - --1b xo - ` f a Ic,, y I ! / / � / Dom , G,��� V iT P-OPEADJACENT - N \ \ �� 3 �Oi»IE. /O! ST 5'r. Nb4-4 ��'--/O= J R7`/ ��33!38 oi�� � \ I\ - p / ✓\� \ \ ► 6 / ANAW�LT. CDRPr ` \By o - o.,es,�, = 032a �/ \\c 111 / \ \ \ �' / / - - - - - _ - - - . w 6,o RIW FO2 F I \a / DAKWGL. RC00 ��`r'\ \ / - / '- - i i..� - \ \ \ q� j -� s .t om Ay -- N \ i vY EXTF O � ��� �► / 2 ► tib / �' �0 (� // / . _ - - - - -ti 9�i t _- 300_ _ �'�-� i ,, i __\ --- �.. - _ -_ �- - _ -- 1 _ _ -��j/I/� PRDPER?Y To of PROPOSED S D 44 /?7f/ /0610 \ 1 _ / 4(0 � iJIRS'T,glP : � / _ \ - � �a_ _tkx 1 � 3�- -- � - •� / 3 _ - - -3 EDW4RD D/LRURD ! t I \` \�i 12 1_- DA VE / 84RR 1INVAN AIA4TPoR0, CoN/V . 06103 IXC Z_ 2 J, R, LTA vI5 FARA'IS Ce. ;�QI / 12 - \ 7oo0 / s4 -7,q Ave. p - 3Z4(o0 r\ _ A S Z I \ 1 NOTE = ¢` GEOMETRY OAILY SHOWN ON 7-H/,S DQAWIIVG • AP0/77/0AIAL. CURIE DATA � L/NE DATA TAffUGATED C�/�I PR�LlMInlARY PLAT PREPr4REa 43Y JAMES 1--o601-E74 1-,9/vO S'41RV-EY1A1,*- LINE DIRECTION DISTfH 3/= CURVE DATA - SEE TABLE -1 LINE DATA - SEE TABLE L1 N 89'48'98' Y 20.00 PROPOSED ELEVATION --0- 0--- STEEL P/N } L2 S 20.2741" W 58.43 Z 0 3 < L3 S 89.48130-'E 20.08 W z W Z � J -1 0 CURVE DELTA ANGLE RADIUS R tC LENGTH CHORD TANGENT Ci 900111,990 80.01 • 125.690 113.156 80.027 C2 20.88'11' 250.008 •87.861 87.410 44.388 C3 25\'16'57- 225.000 99.284 98.480 50.453- C4 32 54'43' 158.000 86.163' 84.984 44.307 C5_ 18.27'72- 325.000 93.344' 93.023 46.995 c-& 230 250.00' t o0.00' 53.0&3 G7 230 250.00' 100.00 53.063 ALL AtRJACE/VT PR00ER'TY F457 OF 6Ee.46Tj,4Al RIVER UNDER 01,V1V6WS1-1lP .OF. SAN SE$,46T/41-! SP911virS S/D. 131ZOWN SAND i GRAY SAND _Z �• ` � PEAT -3 VH171 SAND .' HARDPAN -4 �. r ' "POW," ., 6[(.T C[ray W �A R 'k, �= ,sem- �• :*+{ -C11� SAND : f� :R ~r .• t s ,: • x. 6 P -I P2 B-1 B-2 lm B-3 B-4 v . LOG OF BOtzI NGS d ` ♦ . 1_ t r {b'' " "`sus .•' : 4 s,F •_ •,✓: -. / 1" r i 47 - -5/ i 4171f3-5 S-6 8-7 B-8 B-9 B 10 8 -II 8-12 NOTE REFER. TO SOII..S INves-ricxATtoN REPORT PREPARED 13Y EMPIRE ENOINEE1ZINI& AND-M6TIW-j. INC. DATED 3- 2640-87 .FOR MORE DETAILED IWIFOIZMATION ON SOIL. -5021Nc1S. r 0 1987 W SURVEY LEGENLD C- 1 3/= CURVE DATA - SEE TABLE -1 LINE DATA - SEE TABLE ►lox! EX/6T11,J& ELEVA7-10AJ It'o•� PROPOSED ELEVATION --0- 0--- STEEL P/N (� CONC. MONU T MEN r 0 1987 W z O Q~ Z Z> O u LLL cl) 3: m WW 0 .. L F ch N Z 0 3 < 0 zw �In W z W Z � J -1 0 u� s �Z Q = n �Qd�c o uin 0�1 ZQ lQin 2N - o W m Z ch m J °� O tY � 0) -O - Lr)\ -_ �O 2QJJ_ U 0017��F-u w a.. Y Q O Zz Z 3 u w W -i m N 0 w < W H w I< < u n o o u o m U z O Q~ Z Z> O u LLL cl) 3: m WW 0 .. L ch N a z Z COO < _WNoIn V zw �In 0 z W Z � J -1 0 , A VJ UJ Z > Q = n �< uin r- N 1"" o W m Z ch m Z °� O < cr).W m U O z Q }- J � W W O W 0 SQ G zo O Q 0 C) W z Q U Z z O Q~ a X Z> O �W ( Q LLL cl) 3: m Q J Cn .. I U- J U)Q a < t... a z Z COO _ H Q r�n CI) W '^ V A `'" c HEET 3 OF 10 MATCH. G INE %%A -A` CsNE!57- S OF- /oi � MA' i ei TGH �� , //�/,� A /800 GRASSED AIRSTRIP X 0 *r. ♦ /O'DRA/NAGE k. . EASEMENT " op EX /STING LAKE w ,,.•w,. \ 9.9 AG. �' 1 A' + j 1 EA0 CA SEMENT GE crr G/Ty d K , NORMAE t M E[. EV. _ /o. o 570 0 0 ..' /0 DRAINAGE EASEMENT el UT/G/TY EASEIVIENTB • 4 3 N 1 f, h . Q 40 AGE EASEMENT ZE A WOODED/ U7/L7T SEMEA; 1� 0 24 "� CAP 7 ., h - N WIMIACREP END 1.3. W /,V&/ 13. 3.0 al I'1 • /O' DRA/NAGE UTl�/7Y TRA C T D /EASEMENT i 3� ••'� 250+ N 60'- 24 W AV7�,1?EO _ - ENO SEG T/ONS PER A,007' /O 'DRA/NAGE EASEMENT O Y _ /�tlDEX NO. 272 UT/G/TY EASEMENT® 1� • i�l•1i•1 I?�0 N JN✓ = 13.15 - 35 TAXI WAY N s. ln/v - l3.20 ILD EASEMENT 280' A 19,45/Al 11C# �• DRA/NGE .BASIN4 Yo © Q \ LINE (TYPICAL) xy t-1 �4 �y A ' 8 8 N o 10 ORA/MAGE UTILITY EASEMENT® Z.51ce LOT OWALE 7yP/C4L) u 0 r .' /O' DRAINAGE lEASEN/E/VT O I �� • UTILITY EASEMENT® ��• of VOW - V U7/L1TY EASEMENT? 0 .J• a V 0 h 1V/� 1 1 Ifox� i �2/ZOO 270'x' �1 —N B9° 39;21"EY 9;1 6A°RAjW,46 E o�Z) 4 t = o aLAANIDS4;� P W N to a LAKE C" • � O N ♦ I AREA=QO.2Co ACRES �tn�mQ N N 0 0 cn 0 cn ' �� �� 3 It'd, , V TRAC. N N OUT PARCEL Z S1ORA/NAGE & m�0 SY DEED -OR. (oG9-2328 *'' EASEMENT O 5' OAA/NAGE EASF_A4&VT , O M Q UY �i /80' t — 0 11°► o TRAC T A �l = p( '. 0 Q ti 1k �z ! 3 ,o LAND$CApE' LAKE A" p \�*AND. AREA = 0.09 AcR65 50'- 2400 CAP LAk4— LANDSCAPED ARE.4 �S �� — " '� ••EA = RES •S ENO ONS �lR 0.20 AC o3b'�QI t FL"Yr! NO No. 27 O M 1 W/N =/495 INV=l4.B /OOH 230' .' 14-4 (Lir/'• ,## , , T\tea .n:'y .rr ,:e - - - _ - - .•• _ .4g s.UARbtea. O _ OUSE D e ♦ U .. ., N 89 39 2 W . } - _ �st33.97 _ J AC ESS GASEMEN LAND C • � S APED v 0 'L m AREA 7 x v3x &20 / # TO Q/VL-.C' IN H.P t�1� — Q o , u _ �ti' --Jr r'► o „ — — �- ,, o ti N• 8 9 39 2 / W. //30.0 SOII'�TH P�eo.pERY L//VE �y - �y y �3 s a9 39 zl w %U: 0 �p3� 2 /6.3 .' �N tp 0 A / TJAMr PAVrM�n/T - 01 m 01 Soo' To R/tlt�e �01 Ee 440 /+ _ To Ri vER '51, f W j r U � N M •- Z a z� oa til 05 J i� NY Q. z ooc3� z N w� W 2� 2 � a � z 2� ?d � Illf In J N 0) ` .0 - �QJ_J 00 cr 0 LL, �.- O Z Z Z Y Q 3 U w w O w w Z< U -� a 0 U C M U z to W o0 m L W a [-" to F - w < w N ... VZwMM Z� 00 w Z � rn U) W ID VJ Z_ > _ t ~ Ui < _ U in aD=<m N I W Z M Z° Lf) O w > .W N O 1 , 440 /+ _ To Ri vER '51, f W U Q Z a �z oa 05 J Q. U z z oa —�z> o U_ U1 m J co' m�U__j Cl1�vQ a Za�- frow cn Z�O°p m cnc w n m SHEET 4 FP 10 A�? F / iv 4 "I /0' DRAINAGE EASEMENT. \�• �% UT/L/TY EASEMENT® f; — xN /O DAM/A140E EASEMENT c ;rb A � UT/[./TY EASEMENT® `g 0 t .t80 v 4 b +� �0 too ku t� 0 0 �0 ! -mo , o S1, x0 N +y �0 r /O DRAINAGE EASEMENT n 417-IL17Y EASEMENT t N (44 fFj t��� �j • N A+� hey k 15 • , o a0 w b 3* Z Zo \\ N-a- tA J a Lo� 5 IL z O N �!O 1 ORA/NAGE EASEMENT N2 uric/moi EasEME 00ti o o 51. n� /O AOEASEMENT N N U 11-171YE/NENT A ty • � SIDE LOT 14 DR41AJAOE \ ky SWAL L (1YP/I�SL� Q Qb -400 • st O If TO R1 VEA, f ENT UT'L /7y E,gSEJ1ilENTv ,` (�. `"i� Ysr 9 ;CQ 0 t�0 q L, 00" �1 !O � ORA/NAGE ,� UT/C./7Y 360 j TO R/VER 0 0 `w r � •�,pN� �0 5 o o* `3� a N 061L VT N 1y . i NAGE EASE•NIENi j ' ( �• TO R/© R 3 q 0 3 0 ao x a' n1 1'1,0 ILI SIA 7'CI4 L 1NE "A -A" 4 MA TCH L /NE "A - A " EASEMENT r/G /T/ EASEMENT Z o a — Cl) z > o F— Lu' 0 � (f) co QJ co M cnu- J WCva z CnZaz a O w (n Z C) a U) a r � l SHEET. 5 7© OF 10 �h 2N N J a Lo� Tcr ..0 N 00 °w 0 0 0_ O Z Z z Y a 3 U w w O w w Z< U -� 0 0 0 0 M U Z U) o o'. Wm W N� w < ■.n W N C) U z w ix OWz°° J Ci w�- U U) Z_ > _ In U) ~ < t a�=<0 U) W m Z .� m Z U O Q W > M� (n,W^ O >r Z o a — Cl) z > o F— Lu' 0 � (f) co QJ co M cnu- J WCva z CnZaz a O w (n Z C) a U) a r � l SHEET. 5 7© OF 10 � v \fir �r \^� \ � ` \ \ \ \�►r ��hT � �jr (�t'`% NT EASeASE�EN�1 � 7/Ll ow v \ /ODRAINAGE Ei4SEMENT iIy, E�sEMENT©UT1 40 - 12 CAP w/MITERED i ,,":'DOT INDEX NO. 272 -i© \ \ \ \ T END SECT/ONS PER • '�R \ ,.� `\�� �� ,\ \ . \ \ 2 W. INV 13,3 � T� INV = /3.2 0 R rl tln O 40 IRA//VAGE � U7/LI7! N � '� � 4ij qL \ \ ` ` \\\ \• \\ I � PER FOOT C/ND X/ NI p R EO Z OS W. /NV - 3. O N //O' DRAINAGE. EASEMENT QQ O \ U771- EA SEMEN -r® 407( /O DRAINAGE E SEM T UT/CITY EASEn�E/V.02 T " O w \ To t2��'kovc- r�^ \\ `\ ill \ U u v \ ��•j\age. /O DRAINAGE T,-L/TT/ Z f t DEQ cr z7 �q� ��� �. \, \\ \' _ IPS 2 � �� 05 �F \ /O ORA/NAGE U /7y \\ Z .EASEMENT® ��' \ \ N /$p \ - O — �/ i ` _ \ \ \\ \� lO DRAINAGE S O T UTILITY E4SEMOV7& too\V. N ro RI (, + nVL oa \\ \ \\ Z 04 Fr /O �DRA/NAGE Ui /G/TY / C� Z > O O --► \ \ \\\ \ \'0 EASEMENT W 0 'J Jcn c/) LL !n W� Q Z iE O W c~n Z a) o a \ \ N Q co w \ \ W cn (, /0 DRAINAGE EASEMENT \ \ W .� O f . Q (p • UT/L✓TY ' EASEMENT .O \ O� • /D OR a /N�i EASEMENT U711 -.17Y SEM X © Q) \ \ -ro- ?IV&2 SHEET A TCH L E B $ C fNep- -f /O) SEP 10 1987 OF10 n Iw-1� N opt M r OC � _ 0.C• Z 3 _N 3 O v v QW �z �J �4 N v in G J 00 NLO Q1 T S I G 10 J J Q d. x� ti OD o w 0 0 a. O Z z w Q w z 3 u w -i O w w I< U -� a 0 0 0 N U Z W o m L w „ N . w U) a .� u o z w ii M O z Z O w z o LL v, Z_ w m > _ in ~Q U in a U) W rn Z U O d � � w �., .. > m O 1 W. /NV - 3. O N //O' DRAINAGE. EASEMENT QQ O \ U771- EA SEMEN -r® 407( /O DRAINAGE E SEM T UT/CITY EASEn�E/V.02 T " O w \ To t2��'kovc- r�^ \\ `\ ill \ U u v \ ��•j\age. /O DRAINAGE T,-L/TT/ Z f t DEQ cr z7 �q� ��� �. \, \\ \' _ IPS 2 � �� 05 �F \ /O ORA/NAGE U /7y \\ Z .EASEMENT® ��' \ \ N /$p \ - O — �/ i ` _ \ \ \\ \� lO DRAINAGE S O T UTILITY E4SEMOV7& too\V. N ro RI (, + nVL oa \\ \ \\ Z 04 Fr /O �DRA/NAGE Ui /G/TY / C� Z > O O --► \ \ \\\ \ \'0 EASEMENT W 0 'J Jcn c/) LL !n W� Q Z iE O W c~n Z a) o a \ \ N Q co w \ \ W cn (, /0 DRAINAGE EASEMENT \ \ W .� O f . Q (p • UT/L✓TY ' EASEMENT .O \ O� • /D OR a /N�i EASEMENT U711 -.17Y SEM X © Q) \ \ -ro- ?IV&2 SHEET A TCH L E B $ C fNep- -f /O) SEP 10 1987 OF10 r 50/ _ 80� 50� _ T 'ANS/T/ON TRANSIT/ON Tb WIDENED TO TYP ICA L r,=0ADWAY40 / 20 ',eoAOW.aY S::CT/O/V SECT/O/V O� 0400 B K. S7_9_ — 0 foo - -- 0 2so - 1 w ►/ 5 ORA/NAGE F.�1 SEM�NT 1 Ile 0 m � O r. 20 LL W V V V U C Z Q W W Z 3 - > r O -- —. ......... —�� - ♦ - Z Y O Z a ° m ..rui °- O z z /2 b CONST. 45 L.F OF 24" CA P W/ "7EREP EMI-5FtFR � oT INOEX No 272 W. /N V = I4.0 �• /NV = /3.7 QJim.- -4 - W 113 114 F ^ % a —_40 1 D,QA/NAGE UTILITY f E.AgEMFIVT } 1 7 _ /5.0 max` g SWA G. E 1 I4 1 I S , 16 , 17 _ 1 f8 r 19 , /o x s x � S WA L' E —� I ,/0 DRAM MAGE Ui/G/TY EASEMENT Y,-/ CA t - I I I Z 3 4 O O O O I / I -- -- . - - -- :�- - - _.�. _ 1 moi 7 �a —�. I /7 , I /81 !°.� 120 1 121 1 122 1 �i .oma __ /5.� ,_ • O c A 01 Z c - W C9 o^ G p Y / cw C. -7 - - - - - Lu c / (o —_... . - - - - o- z z - -- -- _.. _. - - O. L / rA— 1g -r-/ Dp �' � lei - r- A 'ie 7 F //1I V. A: E . /MV. EL . /3 % - - ri Rj,'c PLATE 2, FLAT PLAN -PROFILE KEUFFEL & ESSER CO. - 48 7042 MADE IN U.S.A * 23 l4�5� I �/z /4 5 _ i I 6 W NJ Q _7w m ZO �2 ell v W 1/61987 SHEET 7 OF 10 m _QO 25 I Z5t76.07 (� 26.,26.o2 EG. /6.3 Gj 12 N 1 5'/E M MATCH L /NE "C •• EASEMENT N 5 ' DRf: //VALE EASEMENT 1 V AIRSTRIP OxIO I 50 - 24 � CAP WIM/TE2ED ; L P I ENO SECT/DNS PER FDOT /NDEX No. 27Z W. /NV /NV = /4.95 k-ofoo - N ® SWA LE 1 a ® �p 3too 4foo , 5-foo0 � � Q J P SWA L E _ or-�3o H.P. _ V6X aKsr� /l0.3 i 14.4 s 1 50 ACCESS EASEMENT NOTE OUT PARCEL m V 0 Q D A/NAGE � UTl /7 ,- 22 I I EASEMENT WIM/TERED EAJDS I /0'02A/NAGE U7 /Ty �� FDOT /NDEX A 16. 272 P L? r 50 - 24 G4P W/M/TEeEO %� I E. /1tI V = 13.1 2� t END 6ECT/ON5 PEFZ Q F /N V = /.3.0 FDOT /NDEX NO. 272 N. /NV = /3. /5 S. WV = /3. 20 I 1 —�— � �►�� L_ g L E �J2t2a.o6 _ r I6 -�82.5a $W /4.4 ALE "� I I C! LLA Ci V I n N Z 1. LIn_y H: E_1offG LV M i N T . � 20 A/ /V%�a7 �� /'LAG_ `O � c c c u = c V O WW} Z Y Y WW 20 N W �u.- 0 V GSC 0 Q V V - K v c5. Y LU_ O ���o ►�� Q! O.�m / Y. m— n a Q oe -- 00°—x:60 ---- - - —'� r _ - _ -- - --- o 6 0- Z z — - - -- MEN LLI ip C. E Z Z /2 MffiLl�Al- 01; /Z 0-. /.'V r t P/ CJ/ /N2X NJ. 27. i uI -ICA, I-.- m V 0 Q D A/NAGE � UTl /7 ,- 22 I I EASEMENT WIM/TERED EAJDS I /0'02A/NAGE U7 /Ty �� FDOT /NDEX A 16. 272 P L? r 50 - 24 G4P W/M/TEeEO %� I E. /1tI V = 13.1 2� t END 6ECT/ON5 PEFZ Q F /N V = /.3.0 FDOT /NDEX NO. 272 N. /NV = /3. /5 S. WV = /3. 20 I 1 —�— � �►�� L_ g L E �J2t2a.o6 _ r I6 -�82.5a $W /4.4 ALE "� I I C! LLA Ci V I n N Z C Q W Z = c V O WW} Z 20 - 20 N W �u.- 0 V GSC 0 Q - K v Y LU_ O Y. m— -- 00°—x:60 LU _ - _ -- - --- o 6 0- Z z — - - -- Z MffiLl�Al- 01; 0-. /.'V r t P/ CJ/ /N2X NJ. 27. i IAI, //V V, E(_ . /_7.0 A/. /N V-E_L p J4 i I�'�� PLATE 2, FLAKPLAN-PROFILE FE rPE55oR Ico. 1 48 7042 MADE IN U.S.A * i'rp i % JV SHE 1 1981 8 0F 10 } m Q �7 *83-83 S WA Q' ' 2p _ 22 1 HP.EL $WALE 1 IZ3 EG 0 2` K 0 Q N d Q C /2 Y a t Lu .. A a. °z e y i z P �. / z J Fem /5 14 13 40' pRA/NAGE UTIL,ITy Z EASEMENT /O DRAINAGE u7tLl7Y EASEMENT (TYPICAL.) i h� i3 3 op? FV ruRE - � 601 R/vv F EXTEivsion/ 1 90AE) W 3.4 - 3of06•17 _ — �gf/3•�2 12929t8637f _ ZS Z6 i 27 40'- /2'/0 CAP WlNIITERED END SECTIONS PER FDOT INDEX 272 W. /NV = 13.3 loop E. INV = 13.2 9 Uo 1 I ;1r'EN o/T don Iz dm - 4:1. i .�x ' 7 .4. �� ti L' !ter w1AIoIw i FAL i%r-Y Foca i- .n x vo. r 4 ►b hi 5 �( l� EP/1 0 AU SHEET 9 OF 10 /00 Aft H. P. EL. /8.0 to%LJ � EL. /7.O .. , Il�=lll(;�IICi�I( 8" STABILIZED SUBORADE PROPOSED +4 W6 JV f5 FRONT p�n uGn Ho u s E ---� PA0 /O' DRA/NAGE U7-1L,TY EASEMENT IT P/CAL REAR 7-YP/CA L LOT GRA OE PLAN NTS t 0 COA4PACTE'O TO 98 `/ A4 Ax DRY DENSITY PER AASf/TO LAKE I 7-/80, L BR 40. 2 I SEC r/0" 'B- 8'' NTS � i 2Do Ff2 I= GRAINFIELD 6 O I �PROPERTy Q 4 ' Q (cCONC l 750 C� lO UT/ L / 7 y �I CURB SEPTIC TANK ORA/NAGE EASEMENT 6. CONC. CURB . ZS 7A I FULLY y N >S, Ill! = l 1- 3 MAX SODtE 5 r S __WATERVLIET AVE l 1 I 111 alill NUE I` '1U I /• S MA x e' N_ _/0 40" = 40" GUARD HOUSE — S E C T I O N 'C — C ,p- W EST PROPERTY L INE U NTS ENTRANCE LAYOUT SCALE: /" = 20' GENERAL NOTES 8. 60' R/W v • ISI 5 9. 5' 13t OR4 /NAGE $WALE $I/oULOER Q Jcr) ROADWAY SHOULOER RA /NAGE GWA L E DRAWINGS REFER TO U.S.C. & G.S. (1929 DATUM), NOW 10. 12' 12' a Z REFERRED TO AS N.G.V.D. BOUNDARY AND TOPOGRAPHIC IN- TO CITY OF SEBASTIAN REQUIREMENTS AND TO FLORIDA DEPARTMENT 31¢a 1 • FORMATION PROVIDED BY JAMES A. FOWLER LAND SURVEYING N OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE ' —' N COMPANY, DATED, JUNE 9, 1987. OF 1 0 CONSTRUCTION. (1982 F.D.O.T. SPECIFICATIONS)'. PA VEMENT SODDED M //� Y�-rr l -�' � �aX► 3 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY 11. REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS OF VA IES X OF SEBASTIAN LAND DEVELOPMENT CODE. 2 Q 3. ALL STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH 12. GRASSED AREAS SHALL BE SEEDED AND MULCHED EXCEPT WHERE OTHER- p�:•'.. THE FLORIDA DEPARTMENT OF TRANSPORTATION TRAFFIC OPERA - O/ " TYPE S-/ A s, -HA L r/ C CONCRETE 3 MAX TION STANDARDS. SURFACE COURSE #F S. 1800 PS/ �u .'• '• 4. ALL DENSITY TESTS TO BE PERFORMED PER AASHTO-180 METHOD. MIN /MUM 3 "x° O G"L/MEROCfC BASE STA8I1-/ZE0 TO 98 '---�1� 5. ALL DENSITY TESTS SHALL BE SUPPLIED TO THE ENGINEER' ON _jJ(n AJAX DENS/TY AA597'0 r-180 Lal? 50 MiN. ALL SUBGRADE AND BASE WORK PRIOR TO PAVING OPERATIONS. O 8" STABIL/ZED SUB- GRADE/ 98 % MAX. 0 6. ALL UNSUITABLE MATERIAL WITH POOR PERCOLATION, SUCH 0° OEIvS/TY AASHTO T-180,, LBR 50 MIN. RA/SED 6" COAIC. CURS Oz AS HARD PAN CLAY AND SILTY -SANDS, SHALL BE REMOVED Z Y SECTIO" A -A W Z • 3 U NTS SCALE : vz" _ /'-O" /00 Aft H. P. EL. /8.0 to%LJ � EL. /7.O .. , Il�=lll(;�IICi�I( 8" STABILIZED SUBORADE PROPOSED +4 W6 JV f5 FRONT p�n uGn Ho u s E ---� PA0 /O' DRA/NAGE U7-1L,TY EASEMENT IT P/CAL REAR 7-YP/CA L LOT GRA OE PLAN NTS t 0 COA4PACTE'O TO 98 `/ A4 Ax DRY DENSITY PER AASf/TO LAKE I 7-/80, L BR 40. 2 I SEC r/0" 'B- 8'' NTS � i 2Do Ff2 I= GRAINFIELD 6 O I �PROPERTy Q 4 ' Q (cCONC l 750 C� lO UT/ L / 7 y �I CURB SEPTIC TANK ORA/NAGE EASEMENT 6. CONC. CURB . ZS 7A I FULLY y N >S, Ill! = l 1- 3 MAX SODtE 5 r S __WATERVLIET AVE l 1 I 111 alill NUE I` '1U I /• S MA x e' N_ _/0 40" = 40" GUARD HOUSE — S E C T I O N 'C — C ,p- W EST PROPERTY L INE U NTS ENTRANCE LAYOUT SCALE: /" = 20' � VAR/ES y /' EX / ST. NATURAL GROUND LAKE E� = /O �• / �i►«lll�iti g'i � ��-7111!=III�11�111 L-AKE BOTTOM DEPTH VARIES TYPICAL LANDSCAPE LAKE SECT/ON N.T.S. 3,i 4 „ 3 5 /4 e 53/4"•-` _o,, _ GRATE OA4 / T �- 2"CG No 4 BARS G' /Z" CTRs SE T/ON / YPE "C " I BAS /NTS / SWALE W10TH VAR/ES 40 D2A//VAGE EASE MEi1/7 FINAL LOT FI/VAI L LOT GRADE YA,Q/E5 C„QA vE SEE' PLANS UAR/ES -SEE Ill=111=11l� sv-1_ PLAws o I GECT10" D -D NT.S. W GENERAL NOTES 8. CONCRETE FOR DRAINAGE STRUCTURES TO BE 3000 PSI. v • 1. ALL EXISTING ELEVATIONS SHOWN ON THE PLAN AND PROFILE 9. STEEL REINFORCEMENT TO CONFORM TO ASTM -A-615-40 REQUIREMENTS. �a � a Q Jcr) m�ULJ DRAWINGS REFER TO U.S.C. & G.S. (1929 DATUM), NOW 10. ALL CONSTRUCTION MATERIALS AND INSTALLATION SHALL CONFORM a Z REFERRED TO AS N.G.V.D. BOUNDARY AND TOPOGRAPHIC IN- TO CITY OF SEBASTIAN REQUIREMENTS AND TO FLORIDA DEPARTMENT 31¢a O FORMATION PROVIDED BY JAMES A. FOWLER LAND SURVEYING N OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE ' —' N COMPANY, DATED, JUNE 9, 1987. OF 1 0 CONSTRUCTION. (1982 F.D.O.T. SPECIFICATIONS)'. PA VEMENT w 2. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CITY 11. REINFORCED CONCRETE PIPE SHALL MEET THE REQUIREMENTS OF • '� All OF SEBASTIAN LAND DEVELOPMENT CODE. F..D.O.T. SPECIFICATIONS SECTION 941. ' �- -,0:.- 3. ALL STRIPING AND SIGNAGE SHALL BE IN ACCORDANCE WITH 12. GRASSED AREAS SHALL BE SEEDED AND MULCHED EXCEPT WHERE OTHER- p�:•'.. THE FLORIDA DEPARTMENT OF TRANSPORTATION TRAFFIC OPERA - WISE NOTED. SOD AROUND ALL STRUCTURES. t�} ,� •a• TION STANDARDS. I` �u .'• '• 4. ALL DENSITY TESTS TO BE PERFORMED PER AASHTO-180 METHOD. 00 3 L0= '---�1� 5. ALL DENSITY TESTS SHALL BE SUPPLIED TO THE ENGINEER' ON _jJ(n ALL SUBGRADE AND BASE WORK PRIOR TO PAVING OPERATIONS. a 4. 0 6. ALL UNSUITABLE MATERIAL WITH POOR PERCOLATION, SUCH 0° a RA/SED 6" COAIC. CURS Oz AS HARD PAN CLAY AND SILTY -SANDS, SHALL BE REMOVED Z Y Q W Z WITHIN THE AREAS OF.THE PROPOSED DRAINAGE SWALES 3 U w SCALE : vz" _ /'-O" m O AND REPLACED WITH GOOD CLEAN ORANGE SAND. a W x a a U 7. INSTALLATION OF SUBSURFACE STORM DRAINAGE MUST BE 0 U ° to COMPLETED PRIOR TO COMPACTION OF SUBGRADE AND ROADWAY CONSTRUCTION. � VAR/ES y /' EX / ST. NATURAL GROUND LAKE E� = /O �• / �i►«lll�iti g'i � ��-7111!=III�11�111 L-AKE BOTTOM DEPTH VARIES TYPICAL LANDSCAPE LAKE SECT/ON N.T.S. 3,i 4 „ 3 5 /4 e 53/4"•-` _o,, _ GRATE OA4 / T �- 2"CG No 4 BARS G' /Z" CTRs SE T/ON / YPE "C " I BAS /NTS / SWALE W10TH VAR/ES 40 D2A//VAGE EASE MEi1/7 FINAL LOT FI/VAI L LOT GRADE YA,Q/E5 C„QA vE SEE' PLANS UAR/ES -SEE Ill=111=11l� sv-1_ PLAws o I GECT10" D -D NT.S. W I� c —c/) z> F- a tlt _j ' in V � a Q Jcr) m�ULJ 0 a Cis v Zap a Z - — w O DC N SHEET N 3 OF 1 0 w W J I` z 00 3 L0= O= _jJ(n a 0 OD ° W 0° a Q Oz Z Y Q W Z (7 3 U w _j m O N W a W x a a U ° 0 U ° to U z U) W °I �-W N ~ m wwm° N a r Vzwm� W ° Z' w Z O ,/) V WLL Z_ > _ in UI U " QW _j J = to O- Zen Z .V rn � }, °' W > ,m Vl 0 z oa c —c/) z> o !_ W z _j ' in V Q Jcr) m�ULJ 0 a Cis v Zap a LL o z z C) - — w m W DC N SHEET 10 OF 1 0