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1992 Sebastian Lakes Laconia Street Overall Site Plan (Box 11 #52)
t � e 7 I i k k .3 i s { f: I I t'• 4 ( E x 5FF F r: 1 1 t' l I ! _ ! ^a Q SEBASTIAN HIGHLANDS UNIT 10 0 P.B. 6, PG'S 37 THRU 37-0 O r ,v y + Q LOT 28 LOT 1 LOT 2 LOT 3 LOT 4 LOT 5 LOT 6 LOT 7 LOT 8 BLOCK 236 j cor e + M ♦y R/W + LU+ _ 6,9"cuT EDGP OF EX/5T/NCa PRVEME/t r .° ° +'� MhTTGH [Nf PROPOSED /Z'LANE +'` W + +`♦y +�� fi� `� 4♦ lb i ,Pe +� 10 + I } `' �� ti♦� _�- EX/5T/NG le, LRNE TO ee RE- 5URFRCEO !Nf /" TYPER 5 -X7 SPNRL T Pf7VEMENT (A ,ON� + t Qo STREET (POSED 80' R/iY �.♦ a,� + Ax+'a I s a .. .. _ ._ .. ,.,.._. ... _ ....- .. _. ,._,.:a, -_... ...-, _. ... -. .. _ ... .. ,ass ... . •c. ww ,�..f.009' , ... ... , es.. ..� -, s, .. . v. . - F �. v ••Y• ,A. 'f• - . s. .. $ _ : ,n.w ^S �34ist .m- LLJ;.«. r••r ' �.'•'7r. yr• .a .... �. ,. .. .. '�,. .. .. >.. .. ... _ . ..._. .. , . .. .- G a - .- _ .. .•r-3 ., .... ._. ... .r . ?fir .:� .-n..• ,, gip:. _ _ r .. :. .. -�" ... .... , .. tea.. r O _^ k`� , _ ._ sue,. _.r , .., .. . � ._ ., .. .. .. „ f; art4^.. .. n -. .. f. '}....»N. / L �.,�. a i r y •t ... ti`Y'f" ,,��pyt, V • ., .1 .., a s, i� "�.. 'ii,.. �. .. ... R.i... .. . r. _1' ... R W. _ •. .. '. y.. � �'q}tq s'S X. a t,r,•.s,i ''�` :, .t^t; +�r v„ . � s ,. . ... �� ere,. . ' � rts' r�.,....: •M tn. ._,...:. ,. _.x. ... ,. r .., i >, �:...,, -., i - .:.-.. _... .. .. ... .,.. • + : J q e' n PVC } REMO VE EX15 r/il/fa P/PE + ` - - _ + _ _ - _ _ _ - sue--- --��- + _ _ _ "N T — _sue'- � TYPE' �E / LE �— `�� +�♦ --� s- + osue- y' `Ql + TOP /� 50 H __..fs - `� 2 �Q, a + PROPOSED SWALE BOTTOM (TYP.) /^/v /CO` �5 w ,. � ♦Q 40 L.F. /B'RCP @ D. Z % � �� RAW ti°` Ba N 00.29 14 W 1299.53 ti I ,4 e M•ES /NV. 140& MST EDGE CK WER WATER EL. 17.46 - I - IX/STING POND h♦y ne I + i (9 a e9 +M1♦. i +�� �'As +M1♦�y �s« + Qti Q� EX/5T/N6 PROP05E0 GRADE v 0. 070 PROPOSED tve5T 5WRLE PROPOSED INLET � lL , PROP05ED /8"RCP TO We5T 0 W tow h 8+00 DIMENSIONS AND WANTITIES ar Elm �a<so�ais.,�ru 'a►rs-��n►�aa.a�r�ra�.•,ri�sr:'oEr�i�ira.a� z-:��rs��es�sas:as:�sta rrrirsc•;air trsnrari�e'is�oawswrr��rri�ssrrw.a��airaiF �r••x:��rsa�r-f��aszasa,Ear sr.� s as. iJc>« l'-r� s ara ruzrvr-w �f � Es_r i a to �� Q1t�ss iz�yw tai•1 �_ � mar i�l ara sta s.:l, sa a••rarrsasaraw sx�ric�y�sz:�,r�,iij:Sri:arsFoc�rrar�rn�:-,rar.•awaisnis�t�sa,asar��at iLiiiYflii7�f]�rY 7C�-1�1t7F}Y•]�•1�iyZiilf.ii7lLt�tf�lii7[FJ�i14ii/1Ffiifi7E1f7i1F�if:'C�C��sa �r+c:err•.1rr►ISrrr]Q�r11f•}lir�iJCrf��:fiQF f�rJf-f�if}crS�i,F.T•i/J[?iialiSlF>IS1f:iE'•�©S:a�!� Nrus 'iisl�iarrRHMrN$.M9Pf3iirAWiJrf-W 'Alir_[:ii•7[F WQ •A=1Ma=LiEA:��F)it at.'�S.'•avwl t mrr1ir�/iiEfFarnGiEra rd�fi!i7i1iJFFI�iafarir.-7�rtest'i➢CFJ�iCiiiAS�sailsitfailF+ii ifatIMt� aura,�ra�a�acsc�rr�t.,arxrasarrfr.•:�Ez.ar� �r�iiir:�!➢1•_•7iiF.!ii.GI�GI•tif•F�t�}attat-�l•t'•l•iz� ��r6:a��asar �tar�*i�sJ�rr;rs«f�i�eas�:acas�fu�oEu-•�ia�ixc�sx�i�an►.acasear'a�;a ss� r, •a;i �a:a rj� �-i rracf r� rya to aat �fi: � r•�a r. sa �� r•�t� �� E� r�•a i�a rr�a� s� �rra rr� r�l. / MWerere r7n rrf 4d•1ff1.Ir1Fr.+, TOP_YIElY:SINGLE_P.V'E_ Deepen AMW4 "10.1 10" a rLr forSf Sror -J. Concrete r r%sr \ i Cenncrarl + ' r 1 Vito DitchGnw, - j 01 Der �J�L NO �%ot xar hrs,rrrM yS,r nrr, A ro Tne 'rarer• '• t f `Sreprr drthn To t Pipe for Pipes rM AMSmile'.A4 frr Ar 11pr 4. I fp4r TO Be �mwaro ., ynit Like fa Mfeeta fro Section r Error I%Ar, 24. Mr 1r0er• SECTION MITERED END "SECTION-=FOR=ROUNDS PIPE ---- VA 7+00 3RATE USF 6290 jTRf7FFIC BC�?R/N6 6+00 FDOT INDEX. 232 (B WALL ) NOTES D4000 PSI CONCRETE .. 2) TYPE n .CEMENT 09 12 O.GE W. -- -_. .TYPE 'E' INLET. _ NTS 25 24 23 22 21 20 19 18 17 16 15 1+00 LEGEND: RIGHT OF WAY EXISTING GRADE, PROPOSED GRADE EXISTING TREE- SiZE INDICATED EXISTING STORM DRAIN PIPE PROPOSED STORM DRAIN PIPE "—W -- EXISTING WATER MAIN PAVEMENT TO BE REMOVED ?' NEW PAVEMENT MES MITERED END SECTION �s DRAINAGE DIRECTIONAL FLOW ARROW: DEC 0 'l 1992 r i I O I I O 1 SEBAVAN HIGHLANDS UNIT 10 I I 1 P.B. 6, PG'S 37 THRU 37-0 O I I NI I II 1 LOT 6 LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 I I ,+� I O Q 1 BLOCK 214 + I-1 O I. v' i IHV. 18.13 p R rr u W 1 , +M1` R/ ^.r�/ W CM — — — — — — — — — ° — — — — �— — od + o ,•p tee? �' CrXIOMI& le'LF/NE TO SE1 lN/ /" TYPES 17I ASPHALT PAVEMENT 51?"CL/T EXISTING EDGE OF P�7VEMENT LIPM1�. Q MyTCH W/ PROP05eO /Z" DINE / W LLI Wnrarf� -- — ----- —� 801L.SORING2 ---- - --- -- -- `*--------------- �1----------- ---- ---- / +� W '^ ��p �q• � ,°�--------*� ---- —�-� — ---tom _�-- -- — '�' — — T A ----*----------- }° +�s NIA +�p Cl)—�— j �r VJ — — — — — — — — — — — — — — — — STREET I I .• 8 � M1 POSm 60 R } lAL�O e 24 V0, � ,� PROPOSED 60 y '. .... __ .:. ._. :. . ,. - _._ .,_ .. 7:i'.�.. :. :..n.. ,.. ...>�srscac...a ., r.. :.:: �, .. _. .- .. ,. .._ ,r••:^ .p y a - ` k<:.r.... �:.."•� ,':�"<;`i, Fm,. :� _ COMA /�/� ,. _. _ .�� � .:- /z o < � .�,e� -� :.. t`,...r �. W .._ .:- .�. :. .A: .. ...,-.. .. .. _.: .. ... .. 1. :.. ^Y .. . .:. +,•: .. _ n•i •� -p� .. .. ' .<r LLJ L .r {/�/Mi237 -:.Pk Z �. r P. v ^•t, .. Or .. .. , -''� �. ➢ -+i.. , .. 1r. _. _... J � �-. ..R ... -x ... '. t ..... u. a+,+... r _ _ .. .d !� N .,. .. 'M. H ••e, .. .. . . ...... ..'tS^ ... ... . +. .. ,- s, ,.... i .. .� % ... �'+^ ..+. h •... A•btna 'i,^' SaFS' ... _ ,-..- 4xr_a..�.o... �<.x,".x Yw' :. -i1`-:.yx:Pt' gam:' _ , ✓.. .. c. ?S•,,... . .. .' f. P. .. C .. �.. .. ., ..-h ..- ...:.,. z Z O 7 7, �'a �' '.+yers. ,. ,,,,. w .:.«, .x,a• .:.�-...',:r.;,. .n r. ...r _ .i +� �� IVY.I7.GI � �e /} M1` 'P9 �• .. .. ... .... '�• } �L- �TO BER OVED M1`. �'`i `�. W7`R/W — — — — SEE NOTE 1 — — r TOP 8. 50NL U7- Q PROPOSED SWALE BOTTOM (TYPJ /n/V. /5.05 Ex/sriN6 LVt7rEf� n�lAiN G PROP05EO /O OAFMA1AGE EASEMENT , V V ¢ L/�IVOSG/9PE BUFFER zt PROPOSED ZO' EASFME/VT I A t � I LA M1 1 OW.. cow- Wx % PM Pro Existing East R/W m, 6.5 1NV. /5.04 ! j 40' Laconia Street 1 j : I / Existing West R/W / 20' Pro osed West_RLW. North of Roseland Connection E 20' Proposed easement or eventual West R/W South of, Roseland Boulevard connection. West 101 of easement to be vacated North of connection at the time easement South of connection is dedicated as Right of Way. EXISTING POND R/W DETAIL I 25 24 23 22 21 20 19 18 ,17 16 25 24 23- 22 21 20 19' 18 17 16 �520+00 19+00 18+00 17+00 16+00 15+00 14+00 13+00 12+00 ! 1 1 +00 10+0015 I SCALD• f �30' H0W0NTAL NOTES: i =3 VERTICAL , I 1. Section corner shall be re -set by a Florida Registered Land Surveyor, from witness monuments established by the RLS before construction. 2. See Sheet 2 for legend. 3, For`Oeneral Notes, see Sheet'l. 4. For R/W Section, see Sheet 4 DATE 5. For Drainage Details, see Sheet 2. SEBASTIAN LAKES ASSOCIATES il--104,i tLj N EX/5TIAt6 d PRONPOSC•O 6RAOE Z 07, PROPOSED WE5T SWpLE PROPOSED WEST 46N LE PROPOSED INLET EX15MICI Wr9 TEf� MAIN N W W PROPOSED Z4 " RCP TD AAE76 7 V /NV, 15. ?5 h x , - DEC 0. 1992 r _ Z • TRACT "B' ALLEY LOT 37 A ESI. STOP 5/GT N D � r 2` , ! lT0 /3EREMOVED) R/6NT TU�?N ow. 24' CW MP 17.7r �M1 P 2 22• 5 0 } ' 2 P sr � ES :.t • vV 'cam .5 Z O 8 •.i: y i' r3. S' a. i a14 kw�, �'o-Q� p Z _ '►� 5�• � ,22Q/*� ' L_ (ZED ti ti -lb t � A y _vim � T Q�y f�5 ZZk t t } 25 24 23 i 22 } f 2/ i 20 /8 /7 167 • I f i I i i I I i l SEBAS77AN HIGHLANDS UNIT; 10 SEBASTIAN HIGHLANDS UNIT 8 +� + ! + P.B. -6 PG'S 37 THRU 37I 0 P. B. 6, PG. 11 Q iI LOT 36 LOT 35 LOT 34 LOT i LOT 2 LOT 3 LOT 4 LOT 5 BLOCK 185 BLOCK 214 j M � 4RIWi I i iw `, 3AJl� 1 � NM 20-" frM 20Od +wv 21.0.T� ,'� 21.18 +� "t 2•W �r ap M• lave +Q 6XI5T. /0' LRJVE TO ,SE RE— SURFgG'ED /-// t" TYPE 5_= CT 5nNCU7- EX/5T, COO OF P)lVeI4ENT c 0 ry`� 'r / +' ` RSPNRLT PAVEMENT car ¢MATCH ti// PROPOSED /2' Ls�NE 5 OPF1HEnD 5/6N eaasr \� 50 BORING 3 �a ti.te c .p — — — — — — �- — — — — — — � - — tti•` STREET +~'a (PROPOSED 60' R/V +`+ s + 4A cm LACONIA .'' w «ate- 7/. - r - %2 ;. F- .; ,,` •;.tea. •-t. ...,. :.,...<••�"., .:..,. v-.. .:� °..,.,.:. --•:: ;. „ :y 'REM .. ,.. �,. #. . _ .. .,� fella . «..... s. .. ...r .. ,. .. a , .. .... _ .ass k F. ,. .... .. _ ... PROPOSE L � 2 d r . N 2 :r c I + c 210, 0' PROP05EDI0 DRAINAGE ER5EME/VT PROPOSED SWALE BOTTOM (TYPa t 2� ¢ LflNDSCf�PE 13UFF'ER tip + i Q� V)� ! i SCALE: f =.30' i I EXISTING �' PROPOSEL? GRADE ' PROPOSED Z4 RCP � Ct) 0.207, F` W N •, N 0 hWa N W N Q ' I 4' 12' 12' i PROPOSED EXISTING MATCH EXISTING GRADE 1 Fr I 4 4 -11 1(- 1" TYPE S-111 ASPHALT PAVEMENT - OVERLAY ON EXISTING ROAD 1 112" TYPE S-111 ASPHAL"C SEED & MULCH 50D CONCRETE SURFACE COURSE STPZ/P 6" LIMEROCK BASE, LBR 100, 98�' MAX. DENSITY 8' STABILIZED SUB -BASE, MIN. LBR 40, COMPACTED TO 98,. MAX. DENSITY AASHTO T-180 80E W PAVEMENT SECTION 24+00 25 24 23 22 21 20 19 18 17 16 15 20+00 1' TYPE S-1I1 ASPHALT PAVEMENT $ RE-S00 M9TGH EXIST. 5C-X15r eE0Q AREAS. OVERLAY ON EX!ST1NG ROAD I 1 112. TYPE S-lI/ ASPHALTIC I CONCRETE SURFACE COURSE 6" LIMEROCK BASE, LBR 100, 98Z MAX. DENS17Y DATE �-- B- STABILIZED SUB -BASE MIN. SEBASTIAN LAKES ASSOCIATES it-io=92 LBR 40, COMPACTED TO 98Z MAX DENSITY AASHTO T-180 ScAtz CUL--DE- SAC SECTION A --A LACONIA STREET SEBASTIAN, FLORIDA N070 PLAN AND PROFILE JO8 NO. ALLEN ENGINEERING, INC. "0237 REPRODI=ON IN PART ENGINEERS SURVEYORS DRAWN OR WHOLE 6 PROHIBITED P.O. BOX 321321 COCOA BEACH, FLORIDA 32932-1321 ii?1t101JT THE EXPLICIT 7)783-7M3 FAX (407)783-5902 C.P. WRITTEN PERMISSION FROM UJI N ENGNE E'WNG' M NO.1 DATE K'p SHT. NO. -. REVISIONS REGISTERED ENGINEER NO.9131 STATE OF FLORIDA 4 OF 4 ,