Loading...
HomeMy WebLinkAbout2009 11 23 Regular 600 Review and Approval Of Final Design for The Ranchlands Roadway Improvements-Phase I COMMISSION AGENDA CONSENT INFORMATIONAL ITEM 600 PUBLIC HEARING REGULAR X November 23, 2009 MGR /DEPT /��l� Meeting A thorization REQUEST: The Public Works Department Requesting the City Commission's Review and Approval of the Final Design for The Ranchlands Roadway Improvements Phase I. PURPOSE: The Public Works Department Requesting the City Commission's Review and Approval of the Final Design for The Ranchlands Roadway Improvements Phase I. PROJECT OVERVIEW: At the April 13, 2009 City Commission meeting, the Commission directed Staff to proceed with the design phase for the paving of existing dirt roads in The Ranchlands. Phase I of the project consists of the following streets (see enclosed phasing map): Bahama Road Moss to Shore Hayes Road Bahama to Tradewinds Moss Road Panama to Tradewinds Tradewinds Road Hayes to Edgemon The Phase I design is now complete and this agenda item is requesting the City Commission's approval. The Final Design Drawings are enclosed. DESIGN SUMMARY: The project consists of asphalt pavement, roadside drainage swales, an unpaved pedestrian area, concrete driveway aprons, and other related improvements more specifically described below. The proposed asphalt pavement will be 18 -feet wide, which in most places matches or is slightly narrower than the existing dirt road width. The normal range of street pavement widths for local residential streets is 18 to 24 feet. The 18 -foot width was selected to reduce travel speeds (wider streets encourage higher speeds), minimize new clearing, and to maintain a rural appearance. A 6 -inch roadway base will be installed consisting of Regular Agenda Item #600 November 23, 2009 Page 2 of 3 either limerock or crushed concrete. Concrete ribbon curbs will be installed at intersections and at sharp turns to protect the pavement edge. In most areas, a swale drainage system is provided. The swales are relatively shallow, sodded, roadside ditches ranging in depth from 6 to 18 inches. The swales are generally located on both sides of the street, although there are some locations where the swale is on one side and the street drains to that side. The swales are designed to retain stormwater runoff and allow it to percolate into the soil within 48 hours or less. The project includes additional drainage improvements at low spots and discharge points. A permit from the St. Johns River Water Management District is required and has been submitted for approval. Many residents have expressed a desire to preserve the existing tree canopy along the Ranchlands streets, and the design has been prepared to minimize tree impacts. The plans for Phase I show a total of only 8 trees being removed, consisting of 7 pine trees and one 4 -inch oak tree. The roadside swales will be adjusted as needed to work around existing trees and other features such as utility poles and fences. Based on resident input, the design shows one side of the street with a 5 -foot wide unpaved shoulder immediately adjacent to the street pavement to function as the pedestrian area. The 5 -foot unpaved shoulder will be stabilized and sodded. Some consideration was given to locating the pedestrian area further away from the street; however, in many cases this would require additional clearing including the removal of large trees. No paved sidewalks are planned as part of the project. Concrete driveway aprons are proposed at all existing driveways, except where noted otherwise on the plans. The concrete aprons will generally follow the shape and slope of the existing driveways. City Staff will coordinate the final shape and slope of the driveway aprons with residents during construction. Installation of the concrete aprons is at no cost to the residents. After construction is complete, the residents are responsible for maintaining their driveway apron(s). This project consists of only street paving and related drainage improvements and does not include any water and sewer facilities. RESIDENT INPUT: All property owners abutting the Phase I streets were mailed "Request for Input" notices in August 2009. The "Request for Input" notices included a preliminary design sketch of their street frontage and a request to schedule an onsite appointment with City Staff to meet and discuss items such as the pavement width, driveway connections, drainage concerns, tree impacts, pedestrian accommodations, and any other issues. Approximately 45 of the 70 abutting property owners contacted the City and participated in individual onsite design review meetings. The onsite meetings were highly productive and they provided valuable resident input that has been incorporated into the design. The onsite meetings also helped the residents better understand the project and enabled them Regular Agenda Item #600 November 23, 2009 Page 3 of 3 to ask site specific questions that would be difficult to address in an offsite group meeting format. When the design was finalized in November 2009, all Phase I abutting property owners were mailed an informational notice consisting of the following items: o Phase I Status Update o Final Drawing for their street frontage o Request for Final Review and Input o Frequently Asked Questions o Notice of City Commission Approval scheduled for November 23, 2009 Residents will continue to be advised of the project status prior to and during construction, through mailings, City website updates, and direct communication with City Staff at the field level. IMPLEMENTATION: The planned schedule for Phase I is as follows: o Construction Bid Opening: December 17, 2009 o Commission Award of Construction Contract: January 11, 2010 o Construction Start: January 2010 o Construction Complete: May 2010 FUNDING: No funding is requested at this time. A funding request will be made with the request to award the construction contract for Phase I, currently scheduled for the January 11, 2010 City Commission Meeting. RECOMMENDATION: Staff recommends the City Commission approve the Final Design for The Ranchlands Roadway Improvements Phase I. ATTACHMENTS: 1. The Ranchlands Paving Phasing Plan 2. The Ranchlands Phase I Final Drawings COMMISSION ACTION: Ranchlands Street Paving Phasing Plan ''''',.,,S m) \ni *or a 'u/, 1--" -r m{ o r r„ `yam m 3 k la y, 10} r n; 'y� r ss cwEw:s ?41y h pi uN ,d.as. w �1 j �.,._Ey RS GK F,B,� i zG �''�'m 'IUD' a N. �P N+ y 'P r 7a.t A A; me :tlf o, ;3; m 1 �A U L_—"� LS ii�r 1 1 ,ar` NJ ar W r r jm-'� �t1'X ru m N t sw. t✓_.�+ :p at 1 Nej A 1 t yJ'� ;IN j 1/ r 110. �Q m� N i j 1 1 A AG A i a. 10111Mil 411 1 tol Vi m n.`. I i Ai .1______I 1+ Ai t-:W; "1 .1.1°:, ;'�f N'A,m� r °s j m i m a ,[°"vnc m lminr: nai Y' ms u m i 1 m m E,: PANNM' 1i r--- L____ 1° I r .>p1 rX i !N /E y` la r f A a U m i J° la X10' .5-<, a0 m ae: I i 1 m E ARN. m ,M1 j,--'�i "gym' mS"5u j vroMM Aii m ,1 1 O m ar iN pn, m f-------.A____31 1 m 1 m m m °r .s -r; A A r� N1 �f i m "'W laa N W IA ,a w .m I• J O 1d �y ('+gy '4 ml :en ,......„...7„. Y `ry m. u I °a.� t i i jNO Z; A A >m, TRNR++ �l t \V ti IN: ,.p� j ae i l 1 11 l/ m lee i Immo Phase 1 �A A~ v i JIL A iN ]O`er ON !U i A A A II Phase 11 N I,Ir j El.„ II Phase III AA Jm \A 1O A A NI A m m S 0 250 500 1,000 1,500 2,000 Feet I I s p i R c p..... libili n �1J V try Incorporated 1959 .4 RIB A CITY OF WINTER SPRINGS Th Ranchlands Roadway Improvements Phase CITY OFFICIALS: t y v SHEET INDEX MAYOR JOHN F. BUSH r ‘it ®.o 1 COVER SHEET CRY COMMISSIONER: JEAN HOVEY p t 2 GENERAL NOTES yom 011 CITY COMMISSIONER: RICK BROWN t.� 3 KEY SHEET I CITY COMMISSIONER: GARY BONNER 'It 4 -12 PLAN AND PROFILE (BAHAMA ROAD) CITY COMMISSIONER: SALLY McGINNIS 13 -18 PLAN AND PROFILE (TRADEWINDS ROAD) CITY COMMISSIONER JOANNE KREBS 19-22 PLAN AND PROFILE (HAYES ROAD) 111111111111 UTILTIY /PUBLIC WORKS DIRECTOR KIPTON LOCKCUFF, PE 23 -24 PLAN AND PROFILE (MOSS ROAD) CRY ENGINEER BRIAN FIELDS, P.E. r-l' D-1 TYPICAL PAVEMENT SECTIONS PUBLIC WORKS SUPERINTENDENT ALAN HILL LOCATION I D-2 ROADWAY DETAILS D-3 MISCELLANEOUS DETAILS L E _7 t. 3 J VICINITY MAP A .4nnm Ig,PM 0.awma 'bum. E.Ar. ISci.tllb Sheet No. r 9AU]..�rm. LLL]Ee.t R.Wnnen St...s O.,.ro, FL 3]303 PMnc M].42SO14 F4a: 40]6/&1036 �o.Na3a„- c No. LC A164Vf 0 100% SUBMIT O.D.N. ]3431- Zc LCS I N l i ey g1, 0 ligi 1 1 5 111 w g d J a �3y W 0 boy ir 5 a Old i ii a 1 iii ehg c 1 2 I o 5 dii g 1J r§ l ,4 1 i4 A 0 11IPI g I g g i I iil° i l l i 04 5 �P 1 g g i 3 Ggig> ill i w q lg oil p i g 0 rk i I I i ai> L P :H i i w R 4 1 1 1 3 i foill e a lvl i a h 3 m e Wi i aa a ;s h q$ i� Wail hill r" i W K 4S t,i i I IP W; ES 1 ig 1 ii i b i W41 1111 1 ;1 i hg i qq 11 R$ tl iffilill illii iiilli ill 1 i ii l'; 6 h fg i 1 b; q L 1%4 1111- H i Pi it i i t 3 1, Iiil Iiii ii 11 ii i il li i en z o b W=k. omix go a z 2 z irew 11 i b g ,h 1 gag o W Y s lY 3 0 ii, i i f i e gg ~o0 a W Y re w 0111 gi h Ig 1/111 li 11 iiii 0 N d N .1 a d d k» 9 qq 111 gd i u I! g W v iii i 4i i 5 22 1 W oli= l a lib 14 i: Q a o g is 1 m il ii i 14 7 :�i i !Y `i =i Ho p i i gl 1 ch illi I W Pw i E li 4 W I g g 8 di a a e, osi g 21 I g W 6 3 X633 0 Miinf logil i ih li i a niii IT bhpjsi gyp! .4 ligh 11 g W y /Mil Till W 11 g Wi o a I i 111 G 7 WY y Willi Y Y 111 W� '`i t i g5 LL 08 /Nigh g a 4� 11E Mfg 2 p T II M 10 11 di e' $1 e 1 11 X i 4§/ is" i X Si X .1n a Ag X Xi .2 X.2 g X ...4/ Mi. X w 2 i F d A m 4 g 0 d R 7, 0 A X 0 0 a 9 1 4 al 11 g a F W b i4WI i I g I /li o i h p p is y c ail 1 0 1 A Ti8 E i f J 11f° 1 ii 'tC I ill 5 g 1 151 111 /�'WO4 1 T 8 W s P f G€ ski :V 1 li li I $1 Pill! t l i =3§ d i 11 b ii s i 1111 g g W a 1 ilo i.xW iv r a �W 5 �g "s s i e °�g c g$ Y Y" g Y 1 W �n� W a� a� /I iig t gii °1 l ai i gis T" $i4 a s Yi i ii l g 4 1 q i of g t e I Hi" YY W° h L li W 9 hi 3aCo �4 ,g W ga r�W dp NI 3 il 1 1 4 1 5 X4 8 R iii i 4 I l I :d Ii Y$ ii i b q ;g goy i 1 8 €g W ig: 9 Oh e'' W� i l s Oqi 1 1 �r a ��Y d e 4;1011 i ll 4z ro W cgs °��ga s£g 3 g 1- 1.g Y8g i i g ili i 14s i° 1 ii'4 ili W VI l E 1 W 11+ glI 6 d i g5 4 1 G g 8 g� ��W�� S r g gad 4 Y g t el E 5gg is t 1 l Et it 1" Ya i g i g i ila 1 4 g i '1' 18" gi i d viii g 4l 1; g a gh 1 i i li ka off! a a 5,.: hid i I. iii 1 i 4 g d is a iig a ia�Y i �il< <g g E" >°a ii§ g y lin .111 11R a air �l !WI hdi :1 N .1 a d d w d e d 1 M N d d .q A S 2434114441 EOOL CI— ft.pnic to LW cn,oMW4'.aoMLKp116M4 :r I f i I STONER ROAD y i 1 11 1 a i� I I I I I II 1 i�1 ate► i i I SH ET 22 1 j 1 y i i 1 1 T 1 i I I 1 I 1 __,,,4 1 1 PANAAM ROAD I i i 11 1 1 I I 4,11, j I e f ft i 1 l a r t y I 1 I f I' ENANDS ROM) ADS E P A 1 1 1 Mill TR EWINO ROAD EET 1 SHEET 16 1 SHEET E I 1 1 i i t ,:it, i 11 1 1 l 1 1 1 1 f ARNOLDA I r a fE I 1 I. I 11 I �l w T WI o L 1 .17 i b 1 1 1 I i WU/AMR ROAD g ....4 1 I 1 I r j i i <1' I 1. f1 t 1 I No. Date Revision By No. Date Revision By Designed by: LOP Dale: 11/13109 Engineers r r Drawn by: caa an w. woa,ss THE RAN C H LAN DS 6170414.16 akEaAA"! ,,,,gase,,e Sheet ND. A A Checked by: DEM Fie: Key Sheet ROADWAY IMPROVEMENTS l Arch a.. o L KEY SHEET 3 A Approved by TAQ WINTER SPRINGS gip �..,.L. P"°�'°'�,°� TERRY °E g A A Scale: N.T.S. CITY OF SEMINOLE CO. FLORIDA U y r. RE�e. we JAW041•2OW010n12MW04142 PP •.Mm. No.6.dw• Nov 13.2009 ®DD�E cm a 0� 00 O N 41 O N r 0,1S::: 4 .9 4 s fi o 2 4 °9 X1 x y Y 9y F y A 'G r mo d' 1 4 5 S L ''v 9 4? an m n '''a .1 1 .3' 1 4 y„... Z 'V 4 y. .9J `F M .11 b rma A Y ,O f11 Tl 6 AI i �i' •r 3 rg i Ii 9 •In v� n g u e hh y 111 r1 f ';Y 4+ ."O N I i I I� c?, 214 I m K4 P. i o g. i z s, Si 1 B i'.,_._ Fri 7h PAV EM 1 r O l g T.D j M.- I m 'v m i4 i i 9 6 9 'i1 t` n J y� r� 2 1. •I fib Y 3 71 D x T m 1 it 7 gi 4 s z I jpg I p g ii i li v I N •n it 6 4 °7.4 H i.A. 1 m xi G� N m 1irf g il -1 ZEZ 5 m �H i 1 yy 1 IIIYYYY 1 �Z iP •C F I p tL z m m V p FJ 9 g .1 X li i I I: v m m p ir i li' Sn I f o r"4 zr i' n Z m 10 m� Y 4S r 4 S S 2 'i p J P N T. 'f:/.. 011' G) In rnbm 2 r R w Y CS h. g T A C rn f^" I y I RhiRr�Yl 210,9 Y F H c .T. IJI v9N. s�.y'.+ Vv.-7; v7 a :1 l S I f y� !.,s 7 I �1 1� ,Y .1, :4: Oi r .1 i A �R' P Cr V '�f•' '51;4 f I 'Ts.. w 16 4 i l i 1 4'S .A:, 1 5i i1 •Va .,t, TI i X1 m `-'111 I o o 1 v O n I M. I F. A l .Ty. iif '1 F i In 1; o i T 6 C: v'' •T. Iv N Gi Z D RI I I 9,9,.'s. 'y 1 RI R 1 N m w r R r g 5 g C D Ina _1 a 1 Nv vD 8 I I 1 .71A N 0 D g i RI' I l I I!tI i F 1 1..:1 y In P v m �s g' 4 4 0 8 111 I I k PA B ENT 5 I. I 1 w o MATCH SHEET 5 ralith— Z —ill' 1 m Of OO 0 N 4 Ch 00 O N 4 Q o MIMIIM LOT 3 1 TRANSRONMOT X 177 OF E 4M FT OF LOT 2 1 I LOT 1 SEIBERT MANOR SEC. 1 it OWNER; HSBC BANK USA TRUSTEE c9TrTRL.F OW S TO K E S J OHN D i OWNER: THOMAS Will1AM S 8 VIDLLETrE PB 12, PG 3 ADDRESS: 3475 S T ATEf1EW BLVD I ADDRESS: 140 E BAHAMA RD I ADDRESS: 150 E BATAMA RD BLOCK A N FT MILL SC 29715 WINTER SPRINGS FL 32708 A'INTER SPRINGS FL 32708 PARCEL. No. 03 -21. 313- CgG17 -Cx)30 1 CONTRACTOR TO RE-GRADE 1 PARCEL No.OS -21- ?0.516.0710.0('10 ARF-ATO SLOPE PROPOSED PARCEL No. 02- 21.?0.56;t}A03 -0 PAVEMENT NSTALL DRIVEWAY I 7 5 EM DRAINAGE EAS NVERTED APRON) SEIBERT MANOR PER INSTALL DRIVEWAY WITH PH 'EL R326 20 FROM ROW TO CL I €(TENSION TO GATE CRAW S IR. APRON) DRNEWAY(NVERTm CONTRACTOR SHALL FIELD START CROWNED J. FE`A:E APR(IIG VERIFY LOCATION AND DEPTH AI IIMINOM INSTALL DRIVEWAY ADJUST GRACE AROUND 17 SECTION 1Y PETE EE is NOTIFY OTT NO ENGNEE2 INSTALL DRIVEWAY (TYP.) 20— 20 UTLRY MIER WRH METAL pOl F NRO swALE CBITER LIE E PINE TREE OF ANY CONFL SWALE CHECK r swcR FA I•� 4:1 MAL SLOPE h GRAPHIC SCALE IN FEET C?ORETE T i MIME) I' MO:•: PRE /JJ/1�--�� TFIEF4ONE INSTALL DRVEWAY I RELOCATE MAIBO% WATE M.:UMN 8 PINE TREE 19' FROM ROW TO CL ITYPI 3 CAP L3I3K. J RISER ICON 7' OA WE 14' OAK TREE ORNEWAY 910E W SILT FENCE ME T ER OF LLT y y 0 o E I I t 1 3 0I cr P) 1 p'' 4 p 1 I e of o o.' c.' a 0 y >F E p 0 0 t p 4a h n h h Lp a i a f t p p• P 14 PAtk TREE p ilf %�A� �*l rzs o o X 1 0 0 o o A 1 a a a DHI) _.cw° P. f0 ak hL Ve 1� n,_ b G h T e I At +h v so I 47.88 ti iN.• V 49. 49.8I. 511: 4T3B p M E9GE DIRT ROAD W k 16+00 :�4+IveLTF E I a 1 17+00 p,O J 18+00 �L 19.00 pi W N 41188 a y .].o N. 6 n 1 oG 0 6.68 182 1 4&O1 ae 4B Jt G 4&67 �a 49.0d t, 4.33 496 5a' W 0 WS ,s9 i, •-S6 p R W RN Ai k• -0.' MN R4: RV, Ras 0 RV, IAA 0... a Q e•OAK REEL TOA T Y ,b- p �D b °may p 0. �y ti ag w p 0 'PC) ry C —'T l ��I�- E MI e Zj s_ b •�p get. ∎-a..'J as y 2 i H h CC REM OAK TREE CONTRACTOR SHALL FIELD 10' Fl. BEG r 1 INSTALL DRIVEWAY h p VERIFY LOCATION AND DEPTH 5'WILIE PEDESTRIW SHOULDER a 'x•, 13'GUM -R•� S W ADE PEDESTRIA SHOIADE• TR N RE y 1 BEGIN OF CURS 17 N E Rr„. INSTALL SILT FENCE OF EXISTNG RECLAI ED 7 CAFC THE 4` CAN. TREE- 17 .TIP FILE 13' ?ME T REE TYPE RE IMED WATER SECTION WATER UNE AND NOTIFY CRY K TREE 4' OAK TREE METER ANA1190 %SHALL BE AND ENGINEER OF ANY TER 'AWE 1 i NF) N3TA11 A180 1F OF MINA CURB RELOCATED TO BE 18M SWAIE CENTER REMOVE AND DISPOSE CONFTICTS INSTALL DRIVEWAY (MM.) 1 OAK IR _CONC CONCRETE A N3L. 'WESTERLY 1E7 L O T 4 BLOCK B EDGE GM OF PAVE® It CM. i..' EY4;.73 LNE 4:I MAX SLOPE OF R�PEE p+� EASTERLY 327 LOT 4 BLOCK B SWAI.E CENTER REFER TOTYP U N E INVERTED APRON) E) OF PAVE.BIi SIDES OF DRIVEWAY TYPICAL 3 WIDE PEDESTRIAN SHOULDER TOP HEADWALL E:EV4] OWNER: BUSH MARY .1 OWNER AMATO ROSEANN 8 CROSS SECTIONS ON E 1B• OF? IFN ELEV43.M DETAIL SHEET FOR ADDRESS: 125 BAHAMA RD E ,..G: oasTMG TREES REMOVE AND REPLACE ADDRESS: 135 BAHALMA RD E GRADING AILS NORTH ORLANDO RANCHES REGRADE CRCH WITH WINTER SPRINGS FL 32706 TOP META! GRA TE EEV.47]3 31' FROM ROW TO CL TO 3E REMOVED MS CONCRETE DRNEWAY WINTER SPRINGS FL 32708 SEC. 1 SE IT 4:1 SLOPES CPP qiV l3R•.•14.10 APRON INVERTED APRON) (MAX. REMOVE ASPHALTFLULE PARCEL :q' S'CPRNVELEY =1-� FJDOFMlWG1FtB PARCEL No. 02-21-30-5B1-01300-00-IA PB 12, PG3 3:1 AND REPLACE WITH CONCRETE FLUME IT''P-) BLOCK B I I NOTE THE SCALE OF THESE MANS MAY HAVE CHANGED DUETO REPRODUCTION. REDUCED SIZE PLANS SHEET SIZE 11• X IT SCALE :V.40H T.4V 1 58 58 56 56 54 54 52 52 tl L p.. =1111111111 =I= �M� 50 48 m 48 111111111111111111111111111111M11111111111=11111111 IIIIIIMIIIIMIIIIIII•1IIIIIII 111111=11 46 z 46 L 44 44 I 1 42 42 2 el s 40 40 16 +00 17 +00 16 +00 19+00 20 +00 21 +00 No. Dale Revision By No. DTI. Revision By Designed b LOP Dats 11113n09 CKJIGCM Joe No. THE RANCHLANDS A N R I117 LAN .a.sew 1 e BAHAMA ROAD Sheet No Chea by: WD4142 A lTN#eDby. DEAR Fb: PP ROADWAY IMPROVEMENTS Ldlam,A l 8... o,,..;,,n.3m. Appr by TNQ CITY OF WINTER SPRINGS F° ,su m F "°K'°"u°� TERR M7AUOTI� PE PLAN AND PROFILE 5 a s 4107.64626.36 94107.644107.64626.36 PEG /32979 4 A ssc.!. WY,: MS SEMINOLE CO. FLORIDA 7 /neA..Lm'•. F1 W N N N II) N --F z —CM o co i 1 �I CO CO gIt CO I' eft R (D L -1-93H8 HO1VW tsN )2 =9$ 'Vl Dl `�W J z N .ss 'lhh- <0 I 6 s o xol 11 Z 1 11;g 9E g g IF jt/iz N m a. flp ce,,, i i 1 1 r o. I�U. 7 g +p 3 1 (10 I 1 g I I .k og l, —'r-I fu o"nE s ss I s 1'U 1- .04 1 1 H1 C 0o I O ,u m yi 0 .4 2 O 4w 1 P z olli m w z I A g 1 t 1n d' 0 z 8�0 i a N o LL ill e„ 1 1111111 /Iait1 'e 3 2 i ses x I W b iiiil i vqo 0 t d O s� °'S A I ,fir, CO O a 3 t- g I f'9+ .9 m G w K I Z Z 0 b I i IR a buR %i C I rya <..,4 Z Wy LL 1 J z g0r4 vat XCC W r u i Z2Z i: 7 a q r f O w N r cA ttl 'I C 4 S K gZ i 6 :9,1 "C' u7 LL WON 7 ?g I Cam :S F Qi i, 1 a Ozt I I i a P` G: V w fa I III! �I I !s O a ll�,I 5 ss arc M 'G ti d 'x a: t •parr. o g g M161 10,.. f uu 1. I s+ m w s d d LL Y L k m l4 I n 1 I d Lo Q K K c O S r t. 7 N 41 'u N K W d J C C Q O F 41 i 0 c2 i� 2 e I. OS O 4 %c4 I l04! Y 1 I Ii ¢11 i .Pe'.. 1 1 ti 4i 0 g M fn 61 GI i' di 'll .s O OS y Z r. OS s PI s\,_ Ilk I NE I f NVIVd I p A LLi J i 1 4 'C'' I S 133HS HO1VW i +I I- Z 6 1 019 H DIVVY cc 1 d 3a ®a4) 000Z CI. .14 wuayvg dd Z1,IP0M1.91na1OMCPZPIPQMW JAIND414210WG1138.01101d On whys1WO4142 PP Bohm. Road OTHER.&WU NO 10, 2009 M®10.DF W 0) CO 0 N 4 CO CO N 0 N 4 1 i 1 Jii• u MATCH SHEET 6 PAV. ENT R 1 1 •1 g. ii11111 Irldl I 0 1 Tn.' N s s y x ors V 2r 1 V Z O 1 1 4 i u I v 1 Sim z 1111 z u I 'I I x I ce s ro I: 66 s1 1 �4 J b U m x :11 m I 1. 9 N ma am g ,br ,•...,,,1 s 7 g I fl i: S 'y m fl 11111 i J b r •I n �igia 1 'a I E F o t. f� S 1 Il i Iii i! I Iiii r:O. 0 g 1 g N 1 i I n Xi. 1 45' to s o m 2 t o 2 n O P v O p I P y �r' 0 1 1 0 m m I I i m 'n 4 r �n a T rn n a Mmi 0).< c. I t 1 s ((1J D t F n 0)mz ME I[ s, P m N Z d r s O �y o IE J� v9 9� tfttt D i E 8 A a tl I z I I I •I g x ;_rii o G I sO S, p g P II I YS b I I FA I .y�J Sys 6J 1 ln 0 Ili r 1 iiii i 1 1 o g Q i .'q 6 i 8 O) g 6 J A g ro m I m FA A VI I 4 8 P. A r A i _O 1 Ix i 1 Nro I 1 J!S m T y I 1 Z r 3 V 4 2 V a 1 a s C Z�i J oD A T T P ME O p 110 r, :......P:: 1 g r 2 MATCH SHEET 8 G 8 m �a1 N z mr 0) 03 0 N 03 CO 0 N 4 1 m o NORTH ORLANDO RANCHES 2 SEC. 4 p Rlp 7, '4 P8 12, PG 35 N (PER RB 35- AG O RA T t0 /y PARCEL y2c 20 3KaR oc Ica BLOCK A PER DRS 2123, RGS 05-9T .57- S MALE CENTER LINE CONTRACTOR TO REGRADE AREA TO MO IM M IN T REFER TO SECTIONS L FIRE WMeTXtA'. ADJUST TO PROPOSED PAVEMENT CONTRACTOR SHALL FELD VERIFY DEDETAIL SHEET FOR ON l 24.82' FORM ROW TO CL W WATER VfsVES,TYF} 20 0 20 VERIFY LOCATION AND DEPTH OF E%ISTeIG WATER LNE AND ROANE Ex GRADING G DETAILS I REMOVE EX6ilI GRAPHIC SCALE IN FEET Opl NOTIFY CITY AND ENGNEEi NSTALL SLT FENCE\ OF ANY CONF TELEP TEE?N YE DRIVEWAY 24' FORM ROw TO CL EXISTING STN_L DRIVEWAY INSTALL DRIVEWAY IX:TS TYPE R oo, ROOT YE) RISE4i :P) N 4y� OUT OF F RB. X781 V' 18' PALM TREE +4 A !IAL b'1 ASPHALT 1 0 4' FAG WIRE FENCE IT' p :a�f4'E 1. 1 —x— —X —a �S x f bob X +ate x X x IG� x h^ o OR^.'E A T HOG WIRE FOAM wL W: WL vim R: v.1 veM WL k2 WL WL .O. Wx WL wb x: :M. W. 6T 0. F k6'' 3' •6° r�� W W EDGE DIRT Pirt el.e1 60. 0 F t 6{ Be.D eD.SS n 13 .P 1 6025 6a.3e 4 6 0+ W W 0 s 61— Q 'M, o -----7,. -----7,. 6 7 �I 35 o 00 37+00 NC O' b co 61.e1 Y n ST 0,:s 81.16 0 ON/0 80.87 �V 8G55 R I. 4p,. LP' 25 R 8625 Y BD3B b' t 80_50 a Ca n RW RW RN RR j U A C RN iii�t STOP: a R— .+._X —z X x e .C� PN/ x DLN `t. V UIU 5'WIDE PEDESTRIAN y a X a�x —a x a_y_y_a z�y_a x a�t a 25 5 `PEDESTRWJ SHOULDER 7 G 4iENT J SHWLDER FC pR7 F NSTALL SILT FENCE OWNER ,NANDEZ WILLESM S 47A.: Re :111i BSReeoNa Re Dq A W (O R A� TYPE u ADDRESS: 25O SAHARA.; RD E I d' L s' F niRE FE e E 4E uR.EO EXISTING p 4' WIDE SWALE BOn (P ER WINTER 5 ?RINGSF 32706 SwA EBOTTOM \VU4 SM JiO REMAIN F R ORB 3 p p POR A T /p (P ER (P B 'ORP p gT PARCEL N0.02-21-30-5E0-0E01.0000 OHV S PROPOSED GRADE CONTRACTOR SHALL FIELD 'l a i tsW ADJUST VALVE TO MATCH 1 INSTALL S fiSLF OF tr canwACroNsHAaAe,p GS 57-5 J �SFM E OA. 3.'2 pG 7 ON FA N srAU :TO LF OF tr l WIDE RIBBON CUB VERIFY LOCATiDN AND DEPTH o�n� WATI!RU1ES AND NOTIFY VERIFY LOCATION AND Sf CIE EBSTNG RECLAem OF EXISTING RECLAIMED f�f( Cm WATER �ENGaffii NT 1 WIOE PoaeDN CU RB lot �R I/ RELOCATE EXISTING STEET I STOP s xal FIR1Cr5 my COIIFl1CT5 E+D RIBBON CURB �1.� BEGN RBBON CURB CONTRACTOR SHALL FELD VERIFY LOCATION AND DEPTH OF EXISTING RECLAIMED INSTALL MITERED END y N S l� 70 VERIFY WATER UNES AND CRY ANO S e+G oFA�rIY SECTION (IW.) He 1 INSTALL LF OF 1z HOPE Ft ORJp Apiwh,C J NOTE REDUCED MANS 5� 11 17 �n._ 1 A /T? C° P r,- scAL.E:t -,r 4°v 68 68 66 66 64 ©llI�1 64 �l 62 ��,���C� I h 5E...... 62 ■f al =1114rlMIMIIIIIIIMIIIIIM■IIIIIMMI■==■IIIIIIII■=B mu 11111 Mill mu 11 1 m_ 58 ME 1 56 El56 r: EMI IM MII 54 I 54 52 52 i i 1 50 i 32+00 33 +00 34 +00 35 +00 36+00 37 00 50 No Date RevlsbIT B No Date Revision B Dee LOP Data: 11/13W9 4 Y Y Designed by: 4 &giers s A Drawn by: CKJGDLt Job waataz THE RANCHLANDS AdM6 a4.w,.....e 1I17Eu[Rol*. Sheet No. 9 ROADWAY IMPROVEMENTS Shat BAHAMA ROAD A Chocked by DEM Rim PP Bahama Read O P MA Ae,. 4Bx4zso M. c TERRY 7AUDTIa:, P.E. A A Approved by: TIM CITY OF WINTER SPRINGS E-, p A•- .r.•MSN.mpe N. S X 107.646.2106 7... „EG PLAN AND PROFILE F. 2049 S EMINOLE CO. FLORIDA Caide Scab: r :iv rmific/Tnampartatis CO N 0 ao CO N 0 o0 LL co c0 c0 c0 to N 10 ID et z J y co 01. 133 HS Hal-VIM x> I v g eft I t�s. W o_\ "•1 0_ i ti g I 0„ a �a p p P e I; l it =Q L T v h 5 mg t 1N3W AVd 1 w a a N s 8 s ti•- r, s,- 6 Old y Y a 1 d c l m+ w W N 1 U N 1n C> Z Q ila z a I w fi 1 w z9 i wi p 1N 0.I k t A B w ry I p 0 I s `v ss o� y :c.c.: d h Ng:. 1 i .g w z° a I 8 a I WI I I I ti rjr ?j s 1 ..c o g F 8 I o o v N N a I I mo .I co e P I z wa rc QQ r: o I. .1. 3 J0N u <4 r`e =a' IA e I j. V a W w 1-' r.. 4-7 �7S Seb° w z Z2Z �f w.. ill 1 9 I..� I r 0 0 ,{y s 111 11 'V, a f rt C� s Ili 11 I t, N 1 1 I 1 $1 1 II I VV0 1 11 I 1 i d S� 4iI i111 II t, 1 Y r 1 If rI c 1 s S PL d11,, ,1 k p t i [y'1 1 I l s¢ iI 1 'I II iI 111 s '1 .l ��6* 11 11 d 1 II 1 tIJ1111 III 1 I� 4o 11111111 1 1 41 1 N 2 1 m •.WU!• i. y .,,.I I. X 11'. 1 IJ. 1!114. 1 I O x.11 I� i I� out V a `sue I�3 '�li ow U 3 I s T r.. w I T a 6,'S a 11111 :I i S SG 9 cg •i 1 n. gill 1 a S g 1LL 6-; X65., 5 ek 4 .41, •ss g i ce tz iiitt 4 8 21 W co rc I t Ma Ca ly A I ,;a 1 a v1 0 a S rP 6," q Vii, `e. zi. OW 3i I•g. s •=`,v z<®d® Lo: fq y mw 4 O T iti 4 F,. I t y Y g I it ro L y o 3 6 S S 9F, a n ..:9 2E31' K F z6, co W I a I 1 m 1 0 YN3W3AVd Co li 1 Q r�P I 1 1 1:) _111 _I 1 i 11 8 133 HS HO1VW -P I, o MT 47: TPTI cp tOO c N N N N 0 T S Z4:1®E1d 800Z'01 bN 6 +-0T13NjO P•.g...V•g dd Z /100M\•4..)3 PIOW4 "OIOMO Z/t NIM0r NORTH ORLANDO RANCHES 1 1 E 112 OP LOT 6 BLOCK 2& ll SEC. 4 V W 12 OF LOT B BLOCK 2 WEST 37,4' OF LOT 7 E 135 OF W 172.4 OF LOT 7 BLOCK 2 T PB 12, PG 35 I OWNER: GILMORE ARVIS OWNER WAGNER GARY P OWNER BAILEY JOHN L MONIKA D A DDRESS: 220 BAHAMA E A ADDRESS: 230 BANANA RD E AD-DRESS: 240 BAHAMA RD E N BLOCK B WINTER SPRINGS FL 32708 WINTER SPRINGS FL32708 WINTER SPRINGS FL 32708 INSTALL SW LE Cru3L3W.) PARCEL ND. 02- 21 -30- 5060200 -006A PARCEL "1a. 02-21-30-5C8-02O3-0080 PARCEL Na 02-21-30-&35•0200-007A i ELECT =UM Pfi- VE.HiER rdSER;'T:'P) ETERLT`.'Pi CONTRACTOR SHALL FIELD INSTALL DRNEW INSTALL DRIVEWAY 'ELEPHO.'E VEHFY LOCATION AND DEPTH SWALE CENTER LIVE INSTALL SILT FORCE OF E%ISTNG WATER LIVE AND OU 0 1,C1 NON ROC REF R TO TYPi'l1 TYPE I 20 WI RSER NOTIFY CRY AND ENGINEER I &C LB M3:1M CROSS SECTORS ON CABLE Ti 1 OF ANY CONFLICTS 1Y OAK R� :3 TE R V Ni :3ER LT F1 1 G TEL EPHOIE CABLE TV d,,� Y•' WATER VAL VE(TYP7 GRAPHIC SCALE IN FEET R 1 RISER IT'P) RISER 1'TYPI b1 2241' FROM ROW TO CL R +i ty' i i4h�FE TREE .y •`0 :n 4 I Y OAK TREE' OAK TREE a_ a 4 NH 0 W �lS 7iil a 1'7 i` or THE .'%'4U• a o�� u as F44., ON oHU +0 oR 4aw� as a o au •••••-••••••,•:•1 r .I A, sn� a w h0. —vQCwi 1 o K x RI WI _N wn v .i MIIMIIIII■VtiPMIIMIIIIIIL EDGE aar ROW 111 •h' 54.35 53.42 52&9 1 51.56 50.69 O 5606 p 49.68 4938 O r 4190 D 48.51 �F h" 44+00 45+00 48 00 a�+oo le ae.� W i —T ft 1— I —i —f CO 0, A ,0 46.52 z I EMI y I n Rr R ‘91''''' h EDGE CART BOAC aN� ^E 15' CAK TREE NE TREE V I y9 8' PINE TREE A: i6'P 18 PALM T E p: Rw' 1 -W Rw1;:'Ci" "g"RN RW W RW rr�1. win f: I ha ABOXES h5 rvE A.>, ALT 2.r PIN THEE CAM TREE d� :ARSE L U4TRU 1 IRE 0GI4 TREE 1 PALM TREE 4 ETISTNG RELOCATED MALBOXES REMOVE EXISTING 5' GUM T' O RELOCATE S WIDE PEDESTRIAN SHOULDER 9...4. AC XE TO Or18iSI0E REMOVE EXISTING DRIVEWAY AID 5'WIDE PEDESTRIAN SMOULDER DRIVEWAY NO INSTALL DRIVEWAY INSTALL SLT FENCE CONTRACTOR SHALL FIELD INSTALL D TYPE IN VERIFY LOCATION AND DEPTH LOT 9 BLOCK E OF °°STING RECLAIMED INSTALL DRIVEWAY OWNER: T.HOM.AS VERNON C MARJORIE TR WATER LIVES AND R O F W 2S FROM ROW TO CL CRY AND ENGINEER OF ANY ADDRESS: 225 BAHAMA RD E coNFLDrs -1 W T75 LOT 10 SLOGK E OWNER: WILDER JAMES SR LINDA L WINTER SPRINGS FL 3270E ADDRESS: 235 BAHAMA RD E PARCEL ND, 0 &21 -3[ SSIL-EC?RT;O WINTER SPRINGS FL 32706 I N PARCEL No. 02- 2': -3O 56I -0E0RG+30 II NOTE 1HE SCALE OF THESE BANS MAY HAVE CHANGED DUE TO REPROCUCTONL REDUCED SIZE PLANS SHEET WE 1rx lr SCALE: 1 1' r v 60 60 11111111WI -MII- 58 Ill ■11--5-.-.-- 58 NM EMI 56 M 56 11■62 V 1■=1111 54 2 54 ...■...............0=111■■■■•=r•MIIIIIIIIIN M GM IN ■1111111■MIN1111■21111111!IP711•1111111■1•21•111■11141 ma-All 52 ='--■11111IIINS Mini 52 IM aINIIIIIMIT"i"IIIIIIIIIIMIMIA II 48 i 48 I 46 r ri 46 1 44 44 1 42 42 5 0+00 44 +00 45 +00 46 +00 47+00 48 +00 THE RANCHLANDS Sheet No. �N 7�...R BAHAMA ROAD �O 6 No Date Revision By No Date Revision By Designee by: LOP Data 1113/09 E.g.... rco. .wmn A A Dmewn D cKJ GcM Job No. Wat14z i 5-, Stns. A A Chockedh MA File: PP Bahama Road ROADWAY IMPROVEMENTS Iain rAAA a..N. c,,,..,„, F1.,3, Ll� L7■ AP �aeDr CITY OF WINTER SPRINGS .15.. P 'ER`"" D" P PLAN AND PROFILE F¢ r0.64..2026 REG 92s Scale: r -z zao9 SEMINOLE CO FLORID 54 52 50 48 46 44 42 40 38 36 NoJ Date I 81 I 61 I 41 I Ai I M ZO 4814 49 +00 Revision INSTALL DRIVEWAY' r 1i3HONE RISER (TYP) 4,7r: CASLG TY RISER (TP) W 4 4 4 p1 r 1 7. 78 W 49.00 IA 1 m s I 5' WIDE PEDESTRIAN SHOULDE A' EDGE DIRIROA 47.78 e_ 1 I 19' PINE TREE p 0 1 GUM TREE f I L EE WATER IM TREE METER (TYP) BY 1 NoJ Date I I It►I I I 14! I I Ltd I 1 IAI I 1738 50+00 ti' `AAILGOXES TREE �Y I r� 4 PINE TREE NORTH ORLDO RANCHES SE ,1 PB12,PG3 BLC K E .o PINE TREE INSTALL DRIVEWAY 50+00 RevLsion ADDRESS: 250 BA(.AMA RD E WINTER SPRINGS FL 32758 PARCEL No. 02-21-30-500=0-0070 •CONTRACTOR SHALL L FEED VERFY LOCATION NO DEPTH OF EXISTING WATER IRE MD NOTFY on-yaw— OF NIT CONFLCIS LOT 10 BLOCK E (LESS THE W 175) OWNER: ADAIR REBECCA R ADDRESS: 245 BAHAMA RD E WINTER SPRINGS FL 32705 PARCEL No. 02- 21- 30- 5-91-C£00-010.A X a AA b• P a -era We./00 RAIL FEn1('E SITE BENCH MARK 2: YELLOW BENCNTE NAL IN EAST SEE OF WOOD POWER POLE EJEV 47.13 L 6 U a aka '7, r WE '.Z�FT.1 OFLI a OiU c1' WE Itlaj f P 46]5 51 +00 n. k r e VIEDGE C-:RT PC]AL i,' r +6. 4i-1HI. TOP= 4 L ,.`0" S .....A1( 7'71E. y 'Z[C A rip .AYL K.?RTEE B RA' `I R I+W A TREE ITFFF ;gy 14' P' TREES V' GUM TREE 17 G'JMTRBE_ 1 1 G U M RELOCATED MALBO%ES 0 W OF THE EDGE OF PAVEMENT) T NSTALL 2216 LF OF MINA CURB INSTALL DRIVEWAY INVERTED APRON) 51+00 By I Designed by: I LOP I Dab: 11/13109 I Drawn by: I CKL/GDA I Job No. W04142 I CMcked by. I DEM I FMK PP Bahama Road I Approved by. I TMZ I Q 2009 Imo: I =z 1 I NSTALL SILT FENCE I cWARA.GTOR SHALT CLEAN OU ADIS TNG PPE PW OWNER: WINTER SPRINGS CITY OF 1126 E STATE ROAD 434 1 WINTER SPRINGS FL 3270 5 i PARCEL No. 02-21-30-525-C2'50-09P0 14' RCP INS ELFwwa3.5C NSTALL IS 49{ RP RAP (TYP.) TYPE ,-TELEF 42NE RISER P) PARK 44.00/ 52+00 1 4600 WATER (OF) INSTALL INSTALL DRIVEWAY 18f S RIP RAP (1YP.) --I A 52 +00 THE RANCHLANDS ROADWAY IMPROVEMENTS CITY OF WINTER SPRINGS SEMINOLE CO. FLORIDA 5 0- b/V,T2 6o7 0. a _O PW Os) OCT ICP M' ELEV.43.7a INSTALL CONCRETE FLUME (TYP.) N SWALE CENTER LIE REFER TOTVPICAL CROSS RECTONS ON DETAIL SHEET FOR GRADING DETAILS Eva" a F—,, Y ISena. CouhMbn Mawyeseae CONTRACTOR SHALL MELD VERIFY LOCATION MID DEVTH OF EXISTING RECLAIMED WATER LIVES ND NOTIFY CITY AND ENGNEER OF ANY CONFLICTS LOT 11 BLOCK E OWNER: BRUNO ALZIRA M ADDRESS: 255 BAHAMA RD E WINTER SPRINGS FL 32708 PARCEL No. 02- 21- 305BFUED301 I0 0..k Af1RRO Ma MX 53+00 LOT 6 BLO 2 OWNER: SMITH BARBARA A TRUSTEE ADDRESS: 260 BAHAMA, RD E WINTER SPRINGS FL 327151 PARCEL No. 02-21-30-5-0205-0080 INSTALL SILT FENCE TYPE n 1117 Cost Robinson Sneer Orlando, FL 32801 Phone: 407.CLSO652 For •07.6061036 COW:RE (T SL rWL Hi ^1 1 —I TERRY M. 2AI1131X; P.E REG4ri2S2B PW NORTH ORLANDO RANCHES SEC. 5 PB 12, PG 59 BLOCK 2 INSTALL DRIVEWAY SWALE CENTER LIVE REFER TO TYPICAL CROSS SECTIONS ON DETAIL SHEET FOR GRADING DETAILS RA' -ry S WIDE PEDESTRIAN SHOULDER J 22.13' FROM ROW TO CL TG' EPHOIF RISER 54 +00 i a BAHAMA ROAD PLAN AND PROFILE 20 0 20 HIC SCALE IN FEET DHU N 9- NOTE. THE SCALE OF THESE PLANS AMY HAVE CHANGED DUE TO REPRODUCT/CN. REDUCED SIZE PLANS SHEET SIZE 11, IT SCALE :V 40 H A' V :5 54 52 50 48 46 44 42 40 38 36 Sheet No, TRANsrr N Aeour I LOT 1 ATCHERS PLACE `N '75 LOT 9 BLk:;.J(2 CENTER LIVE OWNER: ATCHER NANCY J OWNER: VIVIAN GARY DIANE TRUSTEES sr PRO 280 BAriAddA RD E LOT 2 ATCHERS PLACE ADDRESS: 270 BBAHAMA RD E ROADWAY SECTION WINTER SPRINGS FL 3275 OWNER ATCHER NANCY J ADDRESS: FL 32700 PARCEL No. 02- 21- 30- 511.0=- DOW ADDRESS: 280 BAHA MA RD E WINTER WINTER SPRINGS FL 32708 PARCEL ND. 02-21-3C-.505-0200-009A PITCHED CN SHALL FEUD PARCEL No. 02 -21 -30411 -0030 -0620 ROADWAY FRFY w LD AND ATCHER'S PLACE 1 INSTALL DRIVEWAY INSTALL DRIVEWAY INSTALL DRIVEWAY O OF NOTIFY cm D EN GINEER E N E MO ccc (j 2 SWALE CENTER NINE TRN4SRKN ABOUT CENTERLINE CENTLIE PIPE 4`..WJ AN T OF Y CONE PE> iNPT HiM REFER TO TYPICAL CENTERLPE OF MATCH I FOUND I ETON PIPE REFER TO TYPICAL W WAT=.R VALtic(TVP RELEASE VALVE MANIOLE CROSS -.nt EXISTING ASPHALT EDGE MES NC ID N'AAIBER CROSS SECTCNS ON INSTALL W TO BE LOWERED TO A SH EET FOR INSTALL SILT FENCE FC43c 1'X1' CM DETAL SHEET FOR TYPE PROP. G _EF SC 5 GRADING DETALS LB a 3375 GUY MOIL 1*• CCP 5.1, E..EV•45 i?E. 4"X4 REL'i VAL'rL Z; R G' 7278 FROM ROW TO CL b P CABLE R' GRADING DETALS MEL.AN 4' RAF y 337E RISER oym NO ID NURSER: 'I' 0 b'S' PJSER fTYF; SPFALT I f,A `S 4 "RiVC I L. 6J NE r'FO 1 B, P a'1- G Vy^. 4I' =DER C�Tk'S 8p S SV. TGUf.! TREE. R' S 'V 6 P h a. a` t A t 0" PA` IS WADER P w IOU a+u 1 y Z. F:; L U.Ir. ry f P .T SIGa� p 2MPH SIGN G. r V= l IF A b 1 '5, F' Y .Y. W. 'd f L I wi T Ki KL wl K t 1778 'V 45.07 1 44 �ss+ao $s+oo P1 u S l Q 1 4 17.52 PE 'TT 17.19 :11 V 1. 47.53 b EDGE RCM 44 E- R k1. 4388 II' "ct W E i A IC 1 TO EDGE 5. FCJNG 1:a• WCN RIFE• 'A P` t tfj NA�LT RK R:AI —\ah' Fr. OR .1, R i W PM 1.h .w R.Y TIME =1 I- iE:, O AK TCC Q z lf,,L Zvi 1.R w1. R.' Pw rip We 1.x 1.:n' rtw a:. Pw- p'R 1T P �o i ,2. t4' !t 9 OAK TREE wi`s SIG T 'RIBBON 7` OAK TREE 7' OAK TREE .,r CL'R'o I c 8 'OAK TREE INSTALL f50 LF OF IZ' }6 (3 S WIDE PEDESTRIAN SHOULDER WATM S WIDE PEDESTRIAN SHOULDER WIDE INSTALL RDAOVE TREE INSTALL DRIVEWAY INSTALL SLT FENCE REMI T 2% MAX SLOPE tp P BREAK CROW TYPE III MISTING P' ROADWAY SECTION REMOVE TREE TO REMAIN I LOT 12 BLOCK E FOUND 44A, NO 10 NIiS!BE' INSTALL SWALE CENTER LIVE CONTRACTOR SHALL O L N 1 1E AT REL REFER TO TYFICAL MAFLOx SHALL BE OWNER: LEO LAWRENCE /ERFY LOCATION AND DEPTH VERIFY) CROSS SEC TXkl3ON RELOCATED TO BE 16 A ;DRESS: 275 BAHAMA RD 0 OF E%L4TNG RECLANED MIN. MES o sl r F�PR�ED WINTER SPRINGS FL 32708 1.W AND EETlGNEH2 of ANY 7-I <5008INT F_EV =+.7E EDGE OF PAVEME4T PARCEL Na. 02- 21- 30- 5BI0E00-0120 CONFLICTS i I MI MINIM 20 0 20 NOm THE SCALE OF THESE RAMS MAY HAVE GRAPHIC SCALE IN FEET CHANGED DUE TO REPRODUCTION. REDUCED SIZE PLANS SHEET SIZE 11 SCALE: I AO' H I V 54 54 52 52 Mil rillinilli IIIIMI 50 50 IIIMIIIIIIIIIII■1I■MIIIIIIIIIIIIIII■1IIIIIIIMIEIIIL=E= Mil 48u A 48 �i l�∎n���.�r =mo •XISTNG SAT IIIIIIIIIIIL L.•- tB �M� 46 46 3TA •i7° 44 _u milimmiiiiiim■1111111111MMIIII11111111111111■11111111■1111111111111111111111=11111111■11 44 42 42 1 40 40 If I 1 38 f 38 E a 36 36 55 +00 56 +00 57 +00 58 +00 59 +00 60+00 Sheet NO. s THE RANCHLANDS A.dut -b A S.• AMMAN 2A27 Cast Rub w BAHAMA ROAD Checked b 12 NG. pate Revision By No. Dale Revision By Dealgmee DY: LOP Date: 71H3/09 E,rv••s kCmAN.91.9 Drawn DY: CKJ/GCM Job No. W09142 5....y- AMMAN Sit 2 A A y DEM Fie: PP Bahama Road ROADWAY IMPROVEMENTS 4M•upeA.D. Rt.N.,� D 4 C A DP Approved T MZ �7�5 CITY OF WINTER SPRINGS �p EEnkeem•.M Fz; ,m TERRY P.E PLAN AND PROFILE -I Att SEMINOLE CO FLORIDA D'" "M° otl Skala: ',---IT .Pen.m. 1 L I LOT :.7, BLOCK A I 1 OWM'cR VINCENT GER :fJ!NE E WESTERLY 135' OF LOT 6, BLOCK c LOT R. BLOCK B ;LESS WESTERLY tai; ik ADDRESS: 74: S'cDG 327 AVE OWNER: BALDWIN JOHN R JANE r M OWNER' MEINFALT CHERYL A WINTER SPRINGS PL 32763 ADDRESS; 15C W TRADEVJINiDS ROAD ADDRESS: 140 W TRA:.^E'YNDS ROAD o tiF PA RCEL No 1 �i 21�?D- 5KE- 68-017c WINTER SPRINGS FL 32708 WINTER SPRINGS FL 32706 A 1 F PARCEL No. 03-21-30.58.1-01300-006A PARCEL No. 03- 2': -3D -5.B 0604-0030 MN in F q 0 k REMOVE EXISTING DRIVEWAY REMOVE EXISTING DRIVEWAY 4 3 a� t a t{iE �,tEti TO ROW AND INSTALL DRIVEWAY (TYP) TO ROW AND INSTALL DRIVEWAY (TYP) REMOVE COSTING DRIVEWAY I GRAPHIC SCALE IN FEET Pp114. CENTER L ABORT TO ROW AND INSTALL DRIVEWAY (TYP) A I L .r! ,L,;. et.. h fl CENTER LIVE NST NEW DRIVEWAY 1 .T S WIDE PEDE TRNN SHOULDER INSTALL SILT FENCE 35.10 DRIvE N h `Y. FROM ROW TO 0. r", TELEPHIE h TYPE I• S WIDE PEDESiPoAN SHOULDER MLL AND RESURFACE 1 r h y EXISTING SIGN T y N RISER L y 0 44),Ky HATCHED AREA 'V.:-.1',:•':r o !1 b ,may: sz o-�• �3 a .D 0 Ui 25 5 1 r TO REMAN .v F )P` LC ry' 1s DEPTH IP y SY i h�a- 14'9° Ok y r 2 '�'i V. h y y yb (,1 ya y F ROM ROW TO a I 411 q N 9 1 it it z u.1z �1 ,5 11 11E 1 1 1 1� 4 so v' P 51.15 y r 1 5 19 4: F w 2S7 53.83 5426 a, 55.46 g 6f00 6 3yI s1 so.7e s1Si y Q 1.77 5261 5553 Ss4s w<ARm VI o- 55.15 y 1 1 ►♦11 4 �L>;,EMT L 1r MATCH o �_..�.........,.W M MATCH ro EDGE 1► 1 ♦foe :lib o ti �K E s OF DOSTNG ASFHAL t� I.� °FE O:.i..: C 11JF v �y y 4 ry 25 MPH SIGN 5 o N PR. 1` %Y �'�yE 4J P V<3E5� a� 1 !uVL c; NA y P iiii r 11 s e r P ,6 pIN i? v •?s 1\ nIAA u C Q C 1 1 5 c '',0'. a' 1 4. y 1-1- L f T N Rf30C ATm A OP� ui A OIrr50E OF SWALE G °P4( t 9 START CROWNED OUTSIDE OF SWALE ADJUST SWALE :ECTRI. TRANSFOFCIs h RELOCATE EXISTING SIGN INSTALL SILT FENCE ROADWAY SECTION FAD WITH ECTP.IC OUTSIDE OF SWALE GRADES AROUND TREES TYPE 11 I TER 43.� 4^ S'�•A• BRED( PITCHED �Yp 3 WETLAND ROADWAY SECTION INSTALL NEW DRIVEWAY (TYP.) CONTRACTOR SHALL ADJUST SWALE c OV' 1i 1 TRACT B, BLOCK B GRADES AROUND UTILITY AREA V. OWNER; CRUZ ARGELIO DEBORAH LOT 12. BLOCK C 1 ADDRESS: 745 S EDGEMON AVE SWALE CENTERLNE OWNER_ MCC.NDLESS JOHN KELLY REFER TO TYPICAL CROSS SECTIONS ON PARCEL Na. 1021 JG- SKE -0&3D-0ffJ6 UE'rAll SHEET 755 W TRADEWINDS ROAD r FOR WINTER SPRINGS FL 32708 i GRADING DETAILS PARCEL No. 03-21-30-5B1-0M0-0120 RE REMOVE ROW AND INSTALL DRIVEWAY DRIVEWAY 9V9) NOTE: THE SCALE OF THESE PLANS MAY HAVE t CHANGED DUE TO REPRODUCTION. REDUCED SCE PLANS SHEET WE 11 17• SCALE: r.40 H r�4• v 62 62 60 60 100• VCRTI CURVE 58 ;T��...,r... o 58 --=a=..=.....t•HLA.....---..„ 11 56 ---m--- --m- -i. iE."��-I ,-�--G.-- 56 54 :�L L M E� 54 M IJr w� 111111■ .r.■_ �J1� mss. 1� 52 52 50 ∎—■11M■1= 1� iMIWrI1111111111111111111■■111•111111==11111111■1111MIIIMM11111•111■1111111111111111111M11111111111■∎ ∎■11111111111111=11111•=11111111■11MINIIIIMME 50 i rf 48 48 f S E 46 46 i a 44 60+00 61+00 62+00 44 a 63 00 64+00 65+00 THE RANCHLANDS Adb.L A. •w .3 >aRobinson No Date Revision By e. Dale Revision By Dawn by: CKJIGCM Job Na 17W04�74522 Ic MLA slt 2 cbecX•aq DB1 ne: PPTratlevAM6ROaA ROADWAY IMPROVEMENTS 0 Lac, .An* IIILHa 0.,,,„,, TRADEWINDS ROAD A e Approved by: TMZ C ITY OF WINTER SPRINGS L7p P E 5 As P ram TERRYM.,DAT P.E. AND PROFILE Sole: 1 SEMINOLE CO. FLORIDA o /r F '�A' REGi319]9 64 62 60 58 56 54 52 50 t NoJ Date 1 3 Al 5 Ai 48 46 Cp WESTERLY 13558' OF LOTS. BLOCKS OWNER MARTINEZ ANA L1 DENNIS ADDRESS: 135 W TRADENINOS ROAD WINTER SPRINGS FL 32752' PARCEL No. 03-21-35-58-1 St' TART 4 1 DRIVE W Revision 4225 FROM ROW TO 0. 4Y K C 6Dp, I l \51.28 6740e 56 Di I` 4El 42 45 3 54.28 a= p7' use v; OpK y 4 h' Pr L EEPHOSEJ RISER (TYR) LOT 13, BLOCK C OWNER: DE FAZ(O RUSSEL V ADDRESS 145 W TRADEWiNDS ROAD WINTER SPRINGS FL 32705 PARCEL No. 33- 21.30- SBJ-0LY0 -5130 66 +00 BY 664 5..58 it 1 N 54.57 1 NoJ Date 1 121 1141 1 .61 I 1®I I rY.`.2l 4v SWALE LOW PONT SWALE CENTER LNE REFER TO TYPICAL CROSS SECTIONS ON DETAIL SHEET FOR GRADNG DETALS Cl s 7 21 F Revision LOT 5, BLOCK 8 ;LESS WESTERLY 135.53'1 OWNER: MARTINEZ ANA M DENNIS ADDRESS 130 W TRADEWINDS ROAD WINTER SPRINGS F WALE LOW PONT INSTALL DRIVEWAY PARCEL No. E3- 2130-58J 67 +00 INSTALL 030 LF OF 8' HOPE CULVERT INV. 53.00 RELOCATE MAILBOX OUT OF SWALE 4 54.87 d' n; S WIDE PEDESTRIAN SHOULDER N tt 68 +00 LOT 1 OAK HILL ESTATES OWNER: DENOVE THOMAS M SHELIA A ADDRESS: 135 W TRADEWINDS ROAD WINTER SPRINGS FL 32708 PARCEL No. 15- 21- 30-510WOOL -010 A PHIAL 10115k By 1 Designed by: 1 LOP I Date: 11113109 memo by. I CKJIGCM I Job No. W04142 1 Checked by: I DEM I Fie: PP T.. Road 1 Approved by. I TI.12 I zoos 1 Scale: I 1-:' A 5523 ag INSTALL SSA FENCE REMOVE EXISTING DRe\EWAY TO ROW AND INSTALL O //WAY (TYP) 68 +00 nh 55.79 h 4. TYPE A SREE 45 GP OH' INSTALL SLT FENCE TYPE to I 1 THE RANCHLANDS ROADWAY IMPROVEMENTS CITY OF WINTER SPRINGS SEMINOLE CO. FLORIDA INSTALL SWALE CHECK (TSP.) 4� p Iu .+S «DIRT ROAD 6945 5835 or p s 1 L .._.'r'.'Yn.� riG4P W 4, i LBO' a. _-3 NSTALL NEW DRIVEWAY 23 FiKIM ROW TO CL tlA A ..0. F� O R LOT 2 OAK HILL ESTATES OWNER OY.7ER MICHAEL P CATHY R ADDRESS: 125 W TRADEWINDS ROAD WINTER SPRINGS FL 37708 PARCEL No. 10- 21-30- 5154730.0020 69+00 opl? SWALE CENTER LEE REFER TO TYPICAL CROSS W DETAL SNIT FOR GRADING DETAILS OAK HILL ESTATES PB A Dr r eams L Mame. Cknsb.n,:en At m.. Tnfic7T.mPu.k.He. IucY LCMORM LOT 4, BLOCK 8 OWNER CISSEL DAVID T IEOCADIA ADDRESS: 115 W. TRADEl37N0S ROAD WINTER SPRINGS FL 32753 PARCEL No. 53- 21- 35- 5BJ.CB-W5-5540 NSTALL DRIVEWAY MVP.) ;;i- L NSTALL NEW DRIVEWAY S. 70+00 1117 Last Rubinson OnNardq FL 32Ae1 F. 4 e 7.A 7036 TERRY M. URATKE P.E. Fnc NI26b.1036 REG-Mira BREAK CROWN ROADWAY SECTION LOT 3 OAK FELL ESTATES OWNER: FANTE TODD 8 JENNIFER L ADDRESS: 115 W TRADE ROAD WINTER. SPRINGS FL 32708 PARCEL No. 1O.2I30-510- CODJ.O.330 TRANSmON ABOUT CENTER 20 0 20 GRAPH SCALE IN FEET NOTE THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTKIN. REDUCED SIZE PLANS SHEET SIZE 11 X17 SCALE: V 440H f' 4' V TRADEWINDS ROAD PLAN AND PROFILE 71 +00 64 62 60 58 56 i 54 52 50 48 i 46 Sheet No 14 i MATCH SHEET 23 N i 1 1T OAK TREE 8' PALM TREE LOT 3, MORSE SUBDIVISION PEI 34, PG 9 LOT 1, MORE SUBDIVISION I "T 1 OWNER' SMITH THOMAS ANASTASIA F 10-OAK 4 �V N OWNER: SMITH DONALD E PATRICIA L M ham O ADDRESS: 10 E TRADEW1 DS ROAD 1T OA K TR. 1 40 FROM ROw TO 0- ADDRESS: 120ETRADEY.'I ROAD iTE BENCH MARK 8: WINTER SPRINGS FL 3270 INSTALL SILT FENCE DIOHIff t4Ail. IN SOUTH WOE 1T OAK TR =f I CENTER SPRINGS Fl 32708 u.ow B END RIBBON CURB PARCEL No. 10- <1 -30 2- 06'lC'1030 TYPED PARCEL No.10- 2':- 30- 512fi!7CG -Ca10 WOOD POKER POLE 10 OAK TR- EV 58.lI.3 I 10' GAK T' Z INSTALL 273 L OF REMOVE OUSTING DRVEWAY TO ROW END RIBBON it 12" WIDE RIBBON CURB NSTAL DRIVEWAY SWILLS COMMUNE REMOVE INSTALL DRIVEWAY(TYP) 20 0 20 CURB F orb 11 "OAK .1. REFER TO TYPICAL 8 C AK TRE' I �L I CROSS SECnTNS aN NSTALL DRIVEWAY GRAPHIC SCALE IN FEET 3" OAK F 8 EE @6 BREAK PITCHED START CROWN 5' PEDESTRIAN SHOULDER RELOCATE MAILBOX 4` CHERRY' TREE ROADWAY SE CT KIN GRADING DETAILS OUTSIDE OF SWALE PROP. 2 IMF OF r w::. p ROADWAY SECTXIN CON., (18' FROM EDGE OF 14' GAK TREE 1 12 WIDE RBBON CURB 1 9y I p 1 BEGIN RIBBON 0 p V q 9 �0 'V CNCRET= ,p 1 PAVEMENT) a 1S TREG 15 o y �0 S' CHA N L.< FENCE T 2S FROM ROW TO CL L' news 4 's r 1 NY A C RB x x 2 +J= @5 e E E. C11' h1. 4'w_ RAF_ FENCE 6 E (0 BEGIN RIBBON CUPS I zr z z z p z —zrx— z T ne x 1>ss -1L.— +6 6 y ma auX y n�i� A i s w I n „..,:t: h1 .,j MST 4 ^<n +n o IIFrtAti'9+�i6 SIGN W OUTSIDE SWALE 4j' 1 Min_ 6 O 3” EDGE h gg \5981 \6015 1 Yom` 6 S \6118 Y�ro c 930 1 T h 1 72 +00 ,ti73+00 b?' /3 �q 74 +w 1 75.00 6'`• 76-76+W ell CO 0,1 T*' A ny A d' 1 -i RT RGw Y f F I 555 f-- (o^ y T 00 b :6 5a h h DA BOX EDGE n1 ROAD 6 1. 0p U s 4- 1, 4, :t• ...EE tS'S 8' PINE TRE I 61A�. o c1. 4 0 gq roar TREE F G+tN 4' PINE TREE 4 CHERRY TREE 6' FINE E__ cp.. 1 r MA6.YCx 5 Q DI.1 ltl! wu E OA 1.5 TRE dMU 6 .ry Q] ..a T. ma x Y x axI C'4.,411 a+u M' x Y i s x Y— —x x— z— x —i —Y z— i �P ITT 1! #�z 4i h a' z c v -n�D RAL ENG t 5" OAK TRE V OD4REIE C S OAK TRE s 58 ,�rE 1'I. 1 1Y PALM TRE INSTA DRIVEWAY +�+J•# SWALE CENTER IlE 1 PROTECT TREES AND UTILITY POLE REFER TO TYPICAL INSTALL SILT FENCE FOUND 4%4 CM I\ FOUND d'OAK TREE ((11.. NO SWALE) NO !D NUMBER FOUNO DE Yi1 'titL' kro h FOIT9 SE'K:O!: 2FSAR CROSS TYPE 1I DETAIL SHEET FOR NO 10 MEMBER g CAP GRADING DETAILS L 5` OAK TREE 1 0 35 II- TRANSITION ABOUT p, G� 4 'ri7CO R GE'NCE LINE LOT 4 OAK HILL ESTATES h 5 t 49.09 INSTALL DRIVEWAY L',I 400' LOT 3, BLOCK 0 OWNER: DAVILA JORGE E CARD E REMOVE DOSTENG AY I OWNER: RAINES MICHAEL TAMMY ADDRESS: 105 TRADE WNOS ROAD TO ROW AND INSTILL DRNEwit,Y (TYP) ADDRESS: 105 E TRADEWINDS ROAD WINTER SPRINGS FL 32708 WINTER SPRINGS FL 32708 PARCEL (10. 10-21-30-510-0003-0040 i I START PITCHED I PARCEL No. 02- 21- 3e -551WlC -005A I ROADWAY SECT I I NOTE THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION. REDUCED 512E PLANS SHEET SIZE 11 X 17' SCALE: I 1• =4' V 68 68 66 66 100' VERTI: AL CURVE 64 `,11.--4 J; 64 62 ���M F. 62 c As. 60 tJI A-- 60 r ZZ mwwwwilow IL. ncz..v: mznc 11•1111111111 P: 58 C r 58 J1 i 1 56 56 54 54 °a E. 52 52 f 50 50 a 71+00 72 +00 73+00 74+00 75+00 76 +00 3 0 Date Revision By No. Date Revision By D.....1 CKJJGCM Job ND. 11 W04 S...)." rdsih Ir�wx>ss THE RANCHLANDS s1t �j A. A.AAa.. ,JTe•.xR an TRADEWINDS ROAD Sheet No. 3 A A C by DEM File: PPTradewtrMSReed ROADWAY IMPROVEMENTS J..mA•A.e. �A.� /1 a,.,,S I A A Approved by: Da CITY s ilil OF WINTER SPRINGS D FLORIDA p NN=� e 00VMXA `E PLAN AND PROFILE Far CM* At -.�..N Scab: 1 ,...17 Traffic/ Tr.y..N•w 'il 1 I N LOT 6, BLOCK C (LESS THEE 175') E 775' LOT 6, BLOCK C w 1/2 OF LOT 7 BLOCK C NORTH ORLANDO RANCHES OWNER: DARWIN MICHAEL L MARLA R OWNER: BEYER DEANNA NELSON ERIK H OWNER; BEYER BARBARA A SEC, ADDRESS: 130 E TRADEWINDS ROAD ADDRESS: 146 E TRADEWINDS ROAD I ADDRESS: 150 E TRADEW1NDS ROAD PB 12, PG 3 WINTER SPRINGS FL 332708 WINTER SPRINGS FL 32708 WINTER SPRINGS FL 32708 PARCEL No. 02- 21- 30581-0Ch0-0080 RELOCATE MAILBOX IC C BREAK CROWNED PARCEL No. 02 -2 30- SBF6.OGBA PARCEL :'•F 02-21-30-531-0010-0070 SWALE LOW POINT FCV:'d L? IRON kEFJ.R OUTSIDE OF SWALE INSTALL DRIVEWAY NM MN NIII =Inn ROADWAY SECTION START D CAP PL 8 4234 AND PEDESTRIAN 20 0 20 ROADWAY AY SECTION SWALE CENTER LNE INSTALL DRNEWAY SHOULDER NSTALL NEW DRIVEWAY REMOVE EXISTING ORNEWAY REFER TO TYPICAL GRAPHIC SCALE IN FEET 5 PEDESTRIAN SHOUTER CROSS SECIINS ON rye F:'JNE TO ROW AND INSTALL DRIVEWAY (TYP) TP EPHOtz= DETAIL SHEET FOR RISER (TYR) RISER MP; Lc' OAK TREE p G� 2S FROM ROW TO CL l' ''b n,9 GRADING DETAILS �1 y I23.-'s �1's y '1 g H 7. Y.P. AIGHT IRON FEN-M CO' u 0 6 8' CY..MN 1.69( FENCE F. h N 4 :'rRO `GF.T NONCE %Y i' XR(AY'HT IROIi FEYC� 'S' T ilL r g. -'l' A II 1 a MAILBOX a O a �H f� O'l r i :'OY "4 At. t 'L' %Y F c E� E a 6 0 MB, v w 60.69 F ry ea 8Q19 60.36 88.31 n T BasB b BB.T3 60.05 6 ^y s129 I 81.3z e sz08 ez{3 ut C E O F 6117 Z 77+00 co r 7e +00 o 79+00 1 t 80 400 ;p er 81+00 y Z &ziW W 5� so.as a fl .o w .90 ss.ss 1 oo ...R w.B4 g �qq I a tl 88 7 CO i v AINLEC% 81.x' 1 81.20 8129 8 `P 81 w t` 8213 1 -�T a T 6 4 7 y 49' ma v0 g MfaOCxa'L. .7 woo°p g Q' V J. 6 1:l.EtT% a P n M•` x' F NP v isita:trta• „�•f t I G� 6 M. PALM c 4' OA TREE IYtI to” A_A. ,RE_ i K 8 K I. Q D 8 4+ F A v u 044 ON D I oHU 1 V OHO oH4 exa EMU av aT C 1 Yrxv R..E. cE r4e<:L G L IX 6 CA TREE- OAK 7R 4 s c? 15' DhK TREE 6 �N O N 'd SWALE CENTER LNE 63' 6�' 4' KP'JD P4I_ FENCE 13'OAJ<TREE REFER TO TYPICAL CCNCFCT_ FOUND Y NON REBA J CROSS SECTIONS ON DRIVE NO iC:1: -..'R OETAIL SHEET FOR CONSTRUCTION FENCE 3RIC %C4R.L V_ INSTALL. DRIVEWAY INSTALL ORNEWAY SWALE BOTTOM N (DPI 2 WIDE SWALE BOTTOM (TYP.) START CROWNED fJiA011JG m F 41X: CM STALL DRIVEWAY ROADWAY SECTION RELOCATE MALB00 ID xs1ROYE2 CONTRACTOR TO ADNST SWALE RELOCATE MALBO% WTSpE OF DRIVEWAY JITE BENCH MARK GRADED TO MINIMIZE LPACT TO OUTSIDE OF SWALE START PITCHED TORTOISE HOLE AND IfTLITY POLE ROADWAY SECTION INSTALL SWALE CHECK (TIP.) YELLOM BE7NGNT NAIL W NOR'I1i SDE BREAK PITDHED OF MOOD FONER FOIE LOT 3 SUSAN 0=0S ROADWAY SECTION LOT 1, SUSAN `WOODS (TIP.) I ELEV 84 LOT 2, SUSAN W' LEGAL PER DB 4821 PGS 813314 OWNER: LEWIS LAWRENCE J BARBARA A OWNER: ROY DAVID CAROLYN C OWNER: MILLS RUSSE. OWNER: W'ALDMAN MICHAEL 8 JOYCE B .ADDRESS: 125 E TRADEWINDS ROAD ADDRESS: 145E TRADEW1NDS ROAD I ADDRESS: 135 E TRADEWINDS ROAD I ADDRESS: 155 E TRADEW1NDS PARCEL ROAD LTIYTER SPRINGS FL 3270 WINTER No BP FL 32708 WINTER SPRINGS W NDS PARCEL No. 10-21-30-511-000.0-0030 10-21-30-511-000.0-0030 WINTER SPRINGS FL 32708 P PARCEL No. 10-21-30.5114030-0020 ARCEL .'42.':0 -21 �.Oy11 -0GJG -OG ^.6 I No. 02- 21- 30.43 c� 4000^ 70.'0 SUSAN WOODS I NOTE THE SCALE OF THESE PLANS WY HAVE CHANGED DUE TO REPRODUCTION. PB 32, PG 96 REDUCED SIZE PLANS SHEET SIZE 117( IT SCNE: 1'•NZH 1 L V 68 68 66 66 e 64 A 64 g K 10.•AL EL Q 77 081♦-•.'.. w 62 -111- m ,2 y E PRDPT= 62 a vx I rINIMMINY—___ Ei 05 TNOOR,11C I r 58 58 5 56 56 ri 4 54 54 52 52 1 1 50 50 p 77+00 78 +00 79 +00 80+00 81 +00 82 +00 THE RANCHLANDS j sww r4M axA'.AANim ,,,,t,,,A 9 No. Date Revision By No. Date Revision By Designed by. LOP Date: 11/13/09 Newer, Icow WM. e A or.. bY: CKJIGCM Job No. W04142 A e Cb•dled DEM RN: PPTndewindsRoad ROADWAY IMPROVEMENTS gp[t AN4 R.� o,, r. TRADEWINDS ROAD e e "pproved DR O 2m9 SEMINOLE CO. FLORIDA mrvAiae I A gm :4 P For 407. 6 ,ERRY 1 P E CITY OF WINTER SPRINGS Mamas PLAN AND PROFILE IL A_ A_ Scale: 1'.z7 T /T AI•• J:1W0414210WO90ee19MW01112 PP Trader/Ids Mom Roed.dw, Nov 13. 2009 1sDD)o a O N 4 0 0) 0 0 N 4 0) 00 0 N A O i a Ili B MATCH SHEET 16 .t+AV MEW n n i h ri v oil L. -1 I �i m s Z y m a t ®D >o 2 Q it (fl J N 11 1 F S Q 0 2 h. I m i rn g I s. 6 m 0 T O P y I g f.1C z o O m n a.. 6 n v T, 1?..,4:!2+,7,6,:i IK 8 �r:A o 1 r t 9i g e 1g F :.,...'1,...,.....o.i., �y 's a? 4 i. g i cs, s a e A i I I 0 i� qII .v.,, p£ 7m ro O r �v� I •E3. I Ai S 111111 i,' A O O> m ;1P m a I F m r fn DD s, G r CnL A rq O s r I hi 1u G t� vmZ c :smz 9!� g fi m „s 6' m (n 7 u r r �3� o u' 11):1 0) Z m A o i I I I� l I l l q 1 (p A m i 1 1 10 I �1��111 8 9 o (A n 1 f 1�I 11.4• It 11 T r P ,1 11=1 I 1111111 n II I a 1 ,1n61• E y M J I iII I i 1 1l 1 s s +Si r s, s i tlifilif a §f I g :pc) iF FF s+ i i .1) m 6 b W 'S:sgs or v �v!' e 6�.*� t c T g I SFggC u ih i 1 m A 1 1 3 a h 1 6 c% tik i' I I 1 1 i 1 P v y J g 1 gI! I 41 q I 4 6 J_ 4 s0 C'Q 116x4 5 v 73CS pZ N z 1 I a O �1 PAVF MENT mo 9 ,:111 46l MATCH SHEET 18 0 8 I <I x N r x F 01 N 01 N N 0) 0) 0) 0) 0) 1 m 0 N 41 0) CO 0 N 0) CO EI t t (00 CD t N N N Cl N 64 x q W 3 2 u W m1 "E— z —CM G U j x> 1 o t r 0 W 0 M O o g N a. a N 0 Z CI w W 2 K I a a F n n I Z ::1 11.: a�:.►�1 d T. Eo <s. G S N i 11 d ]J 3J N 1� 6 S N b6,..„ J S p „a E +4 11N d w C �'S 1 "b8 m 4. yio i o o ZO a.4. W r: W °s w A uJ VI m z g Si I NI g O al n w wi 2 b o n� I 8 i 1 1 w u m z° z t .,\i a b W 3 i i a p.:,v, .t k, ,J w! A R a f h c' L i' d iiIrl I 1 1 9 1 1 ti II 6 Z k I 3 I e v fit. a z 1 6 t9 0 en WZLL I z>m E va 1- �GI. 'iii:,, d6, ''Ks‘ d l ill. Z2 S a y Zr: 1f IT 2fi laN rp t It 33 J n Z I a X Q $t,a a w Q� 0 W yQA t Vl N M $j m en. uS b 0 yT 12A[ �UW Y, z O I mO �n.'v W Z�w a N v N J I UN WZ d 1 z oe. I si. ,c a o d o�cJ I IL II! Jig 4 6s I S' 5.. 0 K a v °s Z;© W 1,1z I o r N U 6 s` G 8 AM LLe 2 d> .k'i I 01 i 0.0 i F o tt o 11 2 1 r� w y •C GS I V- `r K U W m a A i W W t {y H m b o F}+ I 9 �"e.'3'a y. ''3 'uo is di ary o �i b n N 64'. 1 GS 2J N K y r v u55 m� I o 6ui�Z W L; 6 �GS' "1 8 I f' W if, 7 W uJ 4 rVVhii a Z '-n 6/ m F u O a U w W a N m m SS 1 H i 8 w w n K c 5% ci vi? 13 1N3W3AVd qi 241®4® t U w :U US 9! g a M w po 0. l i m di 0 Ci`v1I 1 ohs+ 1e�ms i. di qc L L 133HS HO1VW 1 I t t 0 0 t0 (00 t0 CO N N N N Z� ®d: OooL'6l •RI 4'M'Vptl "A.H •.V4.. W1 dd opIpoMW4..oloMOlw ltoMlvr LOT 8 (LESS YY 518.89 FT) SWALE CENTER LNE IRED N -ow.- OWNER: STEARNS LYNN V: INSTALL SILT FENCE REFER SE TIONS T ITloN ABOUT ADDRESS: 51C HAYES ROAD e: �cK TYPE 1u oETA. SWEET FOR I N ME M r. W!NTER SPRINGS -L 3 CIRRI CAW RISER GRADING DETAILS NORTH ORLANDO RANCHES 20 0 20 CENTER UNE EX/STING TREE SWALE CENTERLINE PROP. WARNND SIGH 4` GAKTF L GRAPHIC SCALE IN FEET TO BE REMOVED A TO PARCEL N. 02- 21- 3!7- 5BI {CO0 -CC8O t 13' PINE T. o M �F SFEEO SEC 1 4' PINE TREE CROSS IRE DETAIL SIEFf FOR pBSTrye SIGN NSTAI� DRNEWAY 6' OAK TREE PB 12, PG 3 1 4 OAK THE s w of PEDESTRIAN SHOULDER GRADING DETAILS TO REMAIN 6' OAR TREE S GAK THE PINE TR PINE T EE CONTRACTOR TO INSTALL A BRIT( 4 ?IN T. •V E BLOCK C CONCRETE APRON BETWEEN J c?v'Mn1 6 6 O_ x_ PItJ`rREE y F OAK TREE ASPHALT PAVERS STREET EDGE 6 1 1 n u 9 —r _x. x- --x O R EE 2' OAK TReE 10'0- a+w. 1 69 y R S'!i x W FENC T PINE TREE- L. tR Y G CONTRACTOR TO AMTCH a 75' OAK THE P'NE, TRc. 4" PINE TREE�Oi I --x BCX 4 T OAK IRE EXISTING SIGN PROP G DRIVEWAY ME CO m 5 OAK REE (.j� 8' OOAK tr Eb :o +l' ?I E R PROP. EDGE OF PAVEMENT sew TO RE 6 8' PINE TREE NE T.-Eck 3 1 z' NE TOP= A' PINE TREE .'1 TR.= i„, ,5 9 C 6 0 P o'.Q.. 4/ KTR, E. i c �i� 5' OAK TR OAK' L Cam. v 'y FLIa'E 6' �ti a A. HUNDER 6 ,�i 11' OAK T .EE 81 6233 E ire. p e 9 ?'E DIRT ROAD 63.97 0 64.46 1 65 ION hY W 92 1 93+00 63. 94 +00 61.7e :t TRF- :i..i Q I b 7— --I— —T T 1— —1 i 1- 95 0D 65... Q.� y W 'SJ a 62.3 34 1 63 37 �a 64... 6� T +�y 'PA :u N nn'. C EDGE D P.7 ROAD 64.7 6581 86 v12 Ai( TREE O AK T REE 6 0 85.16 II� I i 2 1- R ,y 25' R .^�GE AS.as -i b 9 W BEG RIBBON CURB y ChK TREE pH.. INE4' EE B' OAK TREE.' FITJE TR Y INE TREE 7 0` PINE TR 4 TEi.E HDtE TCAK TREc A =T 1111111111& 6r �a Irv." F> STR� T EE:+FD!c BEGIN RIBBON (AIRS E4.. 0.0 Alt R4F P, 'A"- T t f x 7 i 1 a f u INSTALL 388!8OF /1 BREAK PITCHED ��+Vi9 KFENCE 33'FROM ROW TO Cl X j— x— i —s 4 i FENCE I l/ 17 WOE CURB 4 PINE TREE V TIONS ON ROADWAY SECTION START OF CROWNED i. NORTH ORLANDO RANCHES ROADWAY SECT OH a OAK TREE' To REMAIN N •1 I STOP SIGN 1.118•24.......m SWALE CENTER WE I 5 K: 9 INSTALL SILT FENCE SEC. 1 -A REFER TO TYPICAL LOT 3, BLOCK H TYPE III 7' I i I V t CROSS SECTIONS ON TPINE iTcFF M,r PB 12, PGS 31 32 DET AL SHEET' FOR OWNER: BEYERS PEARL p e GRADNG DETALS DRESS: 215 E T RADE'+NI!NOS ROAD y PINE TREE 4' PINE TR NSTAL4466LFON Zl BLOCK H WINTER SPRING'S FL 32709 r WOE C RB j T 4 'r 804 X4' _M PINE TREE REFER TO TYPICAL NOTE THE SCALE OF THESE PLANS MAY HAVE PARCEL No. 02-21-30-506-1W117030 END RIBBON CURI 7 "O SHEET E SHEET CROSS SECTIONS ON CHANGED DUE TO REPRODUCTION. 4. S, 1 6 1 1 STOP BAR DETAL SHEET FOR REDUCED SE PLANS SNT SEE 11• X 1T GRADING DETAILS SCALE: 1•. 40 II TUIT VY• I Al L.JRVI 68 100 vrst7 cURVC �t!41i+�� _�t!1I;:1• r�� 68 STeM•1•••••■■•••Ne tl i nosam l: e•iimm t■■• mmionliilliiiiii•i7•'�11.11?il{'��ii6'� cif iJL�� ∎•��JLa• E9E•r•l�11�7L'��1� 4 66 MVP TRAOF 64 M dB1�'�_� III al-L_ M I■111111 le- 1■1111•1•1■1111111111110 —I I IIII♦- Cam. 62 62 El IIIIMMIIIIIIIIIIII!!MIIIMII=IIIIIIIII 60 ■gy 60 T v 58 58 56 56 i 54 54 s 52 52 t s 50 50 92 +00 93+00 94 +00 95+00 96 +00 97 +00 o N Date Revision By No Date Revision By Designed by: LOP Date: 11/13!09 r. A e orewn b cKUCC6A Lob ND. W04142 THE RANCHLANDS AAA.. ....9. 1117 EastR•.6E•..o. Sheet No. A e Cllxkedb DE1A File: PPTradewlndeRoad ROADWAY IMPROVEMENTS a .,F1 3� HAYES ROAD 19 A e Appove d b( TIQ CITY OF WINTER SPRINGS �p Plower. Droin ••.••I SNe b p "°X°s°64 TERR 'A°T'E PE. PLAN AND PROFILE 4 el 0 2009 SEMINOLE CO. FLORIDA T T •a •r s.>: 1o7tn.laTC REG+ame SWALE CENTER LIVE REFER TO TYPICAL NORTH ORLANDO RANCHES CROSS f EXSrmosoR DM OWNER: BLED DE ELSIE M LIFE EST MN SEC. 1 INSTALL SILT FENCE GRADING DETAILS y I A -ZR ro REI4A0l FD�'RD -a ADDRESS: 180 E PANAMA ROAD 20 0 20 T YPE N F* T Z '?YPl HC +D N1- WINTER SPRINGS FL 32708 GRAPHIC SCALE IN FEET PB 12, PG 3 t p a v PAR CEL No. 02-21-30-5B1-0B00-010A BLOCK C 1 +t c b MATCH TO EDGE NO ROUND Ct} 1 3' OF MATCH EXISTNG ASPHALT INSTALL DRIVEWAY OF EXISTING ASPHALT OU T 'i PESTN S 1 o gl �1 4 4 S' PEDESTRIAN SHOULDER V AP o '7 p b b y 8' D AKTR£E �ti- W K NDI (Y h v t1ATER�i7t 6 p;hE T* �KTERE �E swALE CExTERIJE 6. r ry h 6 SSA 34.93 64.sz N. b 64.01 A?•i A.,... K .T 6127 61 1 �y R) I 30 SOT .47 ro 4r 98N00 ra Tc'�"' 99. 00 V I O To0.00 STOP BAR gyp totN00 1 102.00 w F In 1 a F H 93 h- 64.62 81.3 0b 1 N� r k 0 ..L' 31.00 6 �O 7 a h r 3' 64.01 i, J a 77 0' I'S 61 4 a' E PO N y cr Y h y V H �0 G1 8 5 f 'v3' ,o,3.. OAKTR �`y s M s V a wL o r .a, C I hry 3 E A. piN: E E O AK T A;R r" Q rwvE 1 5 O AK R ,S C A.0 TREE f V r PME 5 G' N [A A' OA -E USER p Y 0.4K 5' OA' B EET Fi' ..r A x q v;NET't�i' CA!� N• N r W r ,EE 0 0 O O- O 0 0 11 Dlel y siON I c 4 E G Ar r, 8 -OA. R ye, CA TR OAy(TR: c F au F. S t r `jr C 1 i 4 =.,a! •l i .y L Lwow: pv Oc' c T �P e� .5..• A PINES F T e N, fi DAKTRE c ^I TREE o a GAK T`REc I TREE C. s. 1 ASP 3 4 5' ye 5•_ GA �R.• OOSTNG SIGN 1 c� o NETREE 5` PINE' 7" TO REMAIN ITYP.) ‘11‘. G am" 1 t1 GAK T R£EP E%ISTNG SIG G AK TRE LGT (LESS E31(Y( NORTH ORLANDO RANCHES SWALE CENTER WE P „INO <•Fi CM +�^J 9� s+C,JR:0 �s CM r pOT5pE SWME 5• SWALECFNTERLFE(TYR) INSTALL SILT FENCE il ^,'rVNER: HLER FtARGA CROS ON b101C TfX•OR 3 0 i 16 6 TYPE III REMOVE EXISTING DRIVEWAY ADDRESS:.:. 5 HAYES ROAD SEC. 1 -A AND INSTALL NEW DRIVEWAY(TYP) DE SHEETFOR y STOP SIGt1 LOT MAJiARP'PLACE WINTER SP GS FL 32TOS PB 12, PGS 31 32 ADDRESS: 210 E PANAMA. ROAD GRADING DETNLS OWNER: MAHARAI HAROLD 8 THORA C PARCEL ND. 02-21 105 EXISTING BLOCK F EXISTING SIGN X To REMAIN WINTER SPRING FL 32708 REMOVE EXISTING DRIVEWAY 1 .1 PARCEL AND INSTALL NEW DRIVEWAY (TYP) No. 92 -21 �?45'GJfxlC c^OtU NOTE: THE SCALE OF THESE PLANS MAY HAVE CWWOED DUE TO REPR000CT10N. REDUCED SIZE PLANS SHEET SIZE 11' X IT SCALE :1• -4e H -r v 70 70 68 68 I. m 66 i 66 U EX.IMC L,+MDE 64 r l 64 62 62 L ro 60 a 60 I 58 58 56 56 a 54 54 3 I I I I 1 52 L 52 I. 97 +00 98+00 99+00 100 +00 101 +00 102 +00 9 No. Date Revision By No. Date Revision By Designed by: LOP Date: 11/13/09 Faybeen IGOA N.Iaa i rawn Iw A rLINNN O A.S.M]SR020 III] East Rubi,mn e e D by: CGCM Job No. W04142 THE RANGELANDS Sheet A Checked by. DEA Foe: PPT ROADWAY IMPROVEMENTS gp/1 L e .4 i. SAR I0•. o,,,daFL3veI e e Approved y T1 AZ AN A D ROAD 0 SE CITY W INTER SPRINGS FLORIDA E Nears AR.- A."n.1 P"°""° P.E PLAN AND PROFILE 20 Fa. 107.6(.1036 REG4324A r. e e scale: 'r- T.q/r. /T-- ,,.r.A+.. t INSTALL MRERED D— NORTH ORLANDO RANCHES END SECT)ON(TYP.) 1M on SEC. 1 OWNER: BOW BOWMAN RALPH E KATHLEEN M s• ins PB12,PG3 AD DRESS: 400 HAYES RD 20 0 20 BLOCK INSTALL 337 LF OF 12 HOPE 1 CONTRACTOR LS TO WINTER SPRINGS FL 32709 RE CENTER GRAPHIC SCALE IN FEET Awusr GRADES PA:CEL No. 02 REFER TYMCAL RU S WIDE SWALE BOTTOM AROUND E LISTNG rRF£S CRASS SECTK1N5 ON DETMLM MEET FOR GRADNC DETAILS INSTALL SILT FENCE INSTALL DRIVEWAY C t TYPE N s 10" OAKiR 6. DA K IRE aim( TREE hh ,2% TREE TO BE REMOVED +a 1 I V 35 FROM ROW TO CL ,TVP1 4 Y OAK E +r TREE K N h h O K `r c T P hE "e ;3° OAK TREE 1J PINE `REE s r OA S4''''''' 5OAKTREE iat 'I e 0 N 01 g•OA SOAK T Y a xRacix D o Vic _�}C }i TRH TREE 1-p..4 W h:' h <a u I V COP ,vy. t 1 c T° c. 1 60 60.61 5 61.10 Y iL'i 8202 61.]6 53 la i t.: 103+00 4' 104+00 <C 105+00 A .2 10f106+00 107+00 c 8420 ^s 60. 0 M 60.15 y 3 80.61 h 61.10 C 81.59 1 83.06 ti' .20 ry' h h 6 .]6 p b d 53 T In 4 1 h h b h L 1 n a h 62 0 202 cc 81 �0 1 i II'� s l S i 5 •RINE TREE q 1 C Q 4M.11111.11111111.11111111.- C I �SWALE S0 e 4 P!r:E E O A aS Dry S 'T,a A E' f 9 •C h ha" tea. I 'k a P!µE TR w N a INSTALL 337 LF OF 17 HOPE T n 4 h t s WIDE sWAIE aOT70M INSTALL SWALE CHECK INSTALL SILT FENCE LOT 2 MFd .RAJ PLACE P,S ft. cy OWNER: 0.'A:44R.4J BENDX SWAIECENTER TYPICAL TYPE 111 REFER TO NAL SL ADDRESS: 21 :YrIAR?ON PLACE CROSS SECTIONS ON BROOKLYN NY 11208 DETAIL SHEET FOR MAHA PLACE PARCEL No. 02-21-30-510-00X-0020 GRADING DUALS PB 6 PG 5 NOTE THE SCALE OF THESE MANS MAY HAVE CHANCED DUE TO REPRODUCTION. REDUCED SRE PLANS SHEET SIM 15X tr SCALE :1•.40 M 1 t V 68 68 66 66 Mffillitl; 64 =RR. E....-. m_= 64 a �111∎IN •�'1t f1S G� J 11 62 -1�7 62 M��J1 6il�T n�1r1� 1 ��-M ��r�ia sj1L ��m, ����.itlll lllllllllllll� 1�� �It� Vi c, r� �6ii 61• .".....1.7 6O 60 •I� MINGEGIIIGIIIIMEMMI 1MGIIGIMIGIGIR FM 4— s............... 58 iti iii 56 111 56 i ri 54 54 1 a 52 52 t s a. 50 50 s. 103 +00 104+00 105+00 106+00 107 +00 108 +00 THE RANCHLANDS Se A a °»129.6•, 1112 Rte. HAYES ROAD No Date Revision By No Date Revision By Designed by: LOP ate: 1 Ea. 3 A A Checked: cK EM Job NO. waltz ROADWAY IMPROVEMENTS 3.WsgsAd n�K�`�"° Sense A Checked by: DEM Fie: PP TradevAnds Road 0 F'/ szlm U Approved by: Tka CITY OF WINTER SPRINGS p 91 F�,�, PE PLAN AND PROFILE 3mf SEMINOLE CO. FLORIDA Style: r -zv Twifi /irmowtrHo. JAW0414210W61DeaI2n1W041<2 PP TnEevAnds Neye. Rood.dwg Nov 13, 2008 DD■Do 0 01 4 C) C N O 0 N 4 0) CO i m MATCH SHEET 20 a 8 y I r II y i PA MENT I• I ,4''''I I I� n 9 X I o M l KS, I Z O m 7�, 0 f F, mm I' 9 m CO 0 01 CO x S s 60 p m S n R QQQ w 1 O P ar m m g a il I Y+'' S I O L 6g 9 Il i 1 heg� 111[111 N 111.1 ,i i i ii i iHOOOOH iIIl "1 0 is 1; No o ze 9 N1ad g i ll acn' i v rAi 1 I it s n *1 1 .-00, O ri r J -I ,M M XI 0 J p M CO 0 0Z NN c am .ricu.wroa• i-• L \Vl'Jf) „Now.... Hvsi7e�oa-es' a9NM° i f :!O A1J:14�JNM6LZ Z A2f0?J11 p ls..s�coa vi o III p ilk 41 1 F1 `)c z il T o m h D 00 l rn iNgo Y 0 N 4 CO 0 N 4 C) 03 JAW041421.00N010selgrAW04142 PP Moss Road,thvy Nov 13, 2009 0' 9 Do Dlq 0 CM 0 0 0) 4 4 (A Ul i 4 CO CO 0 IQ 4 CO CO 0 N 4 ;4 II 1 SOMS 1.4 9 0 N1Hs1S iiaLNI. CIV011 HONIA1.304711 NI 3 10aVO V 3 30i1Of YllAVCI Qi Mal INN tXx.,4, 60 be SaLV.I.S 71114 )1V0 6101 5s c V> OW A40/0 4 .0 ct, 33H.1. )1V0 .9 HVN. 0 NOUI AV ON(10.:1— OPONION 01 ON 4 56'• 14•' 4 3381 NVO .9 IN8:19 NO91 .0,1 ON004 33H1. WW1 21 0 I '4I• ptogg rA ct Hi HVO .1/ 3. \ISO al.0,1QNO3 j I I I. lI'V 4' 5 •iI I•I _•‘W' I iiir .-,-4, IF ONO 2 MOWS .41M4., F AWV31.10 0 --------_—_,_2______ sow................:_I II .,•5;. I k 4 No -I 3 6' I I -a 1 10, ,o lailsgir 1 .1{.:. M 0 0 N' 4pr1/44111M4111M q 1 ..._,,..)-5 2 g 1 1 X 4 r. .iti-I., maip,....•.....,.... I 1 v§) !•34.1. .S1 1, 'lli 1 3:4H.482131.1 t I E r311 iHO 1 i 2 1 1534.' I 0 i g 1 1 9 41 1 NHVVV HONEle at 1 Xt! a 1 cd 1 I 9 4 .'-'N 3.4 reve A 1 Rt 30S HI -WM 35 .ROFtiff WI '0 Ilill Alia .11 1 I I 3:31.11 WO 21. i g 3:34.1.)tv0.4 A iri If 1 11 1 solgar.,' g g g A P,. I g I R g I 1. Iv 1 Pi PA EN i 1 1 Z1 I 1 a g --v- 1 1. 1 1 i tR •S to 2 'i II b. 0 0 M 2 2 -0 i 1 o "1> Ri I 1 n OIX Pi 11 II t P 4. g -1 130 8 '901 1 Mx' I 1. X 0 E CB 0 "Inn Z t 73 C 0 P 2 vni (i) l 1 I 0 0 1 I 1 11 11 k cn rr ;11 5 113 6 CO F i 4: E 10111 .s 1 F 011. 32 rr I E I `1 1 3 I 4:111[1 I ,.,,li 2 q !fill' E 1 R r. 1 1 1 4 i a 1 II "I g 4' 'I 1 t 9 RI 1:1"0 1 N 9 1 I 0 8 §0.-R 1 01 1 i il I 0 ;Ai I 1 1 1 d's 7 i -...IN,•- rsri II' ..xorg-ilvri l'"`t, 4 rn t i r I 1 d,'s 111 l 2 i I 1 1 6• 11 I I A I 1 rii 1 a p. 4 141 1 i I 1 d. 6.‘5' q 'q, OM I r 3 g ko 1 2 *4 I 4 Z 0 I I 1 0 I I g v I i 1 Z 0 1 I ci I •I Ezi 0 xi I 0 0 I 1 1 1 Illi EMIL m MATCH SHEET 24 mATc H STA. 1 0 .t.agg r m li ;I 1 41 1 c4F 4 4 4 C11 (J1 01 tJ1 0 05 0) 41 0) 03 0 Is) 4 CO CO 0 N J:1W0414210WO1DeeIen1W041 PP Moss Ree0.dw8 Nov 17, 2008 DoDDI>a 6 N 4 0) 03 0 N 4 03 CO 0 .0 MATCH V 1 6 X 60 MATCH SHEET 23 J w l I I rs o g IT f I1 ®D ®Da w c .r> 1s•�coo r o 1-, 4 N o A l''9:',-,.-, o >E o r m Iii II'' A t m i i I i W ET 1 11101 A j gy m e I• i o L I }J A a' F f 2c „t e �n ce o Fn r 4 117 WC.00 Ai I i m AA •SS 3 m 1 ..2 1. m n' 1 1 N= O J 9 I I m D J� e 4 Ni+ 1 m l: I m y W I m v 1 9 g ei. �p m o Pi 4 l p a 0. I m 4 9 m o a m D 'x 1 4 i m d mrw s 0 c 1 o I bill, a g c 1 i M P.1 ye -3, J �,r l —1 '0 0 3 I g I 1 m e. Or I NC D P E CI) Z i I r r Y o ..Tha p a N V I, 1 I In 1 »i I, V •I 4 P111111° ti S S.. SS�� JO ja i v F 11 I 4 ig ears N A I S I. fa d n A %,1.4 y n s s s I 1' s s o' r, i 5, 9 �t� -9 1 ;1i. 0 rJ. n Y a 4 r i I q s, I D ZN 0 ov m ,slg° 1p m 1 P.11 mm m x N 4 0) CO O N Oh 0A CO C 1 NOTES: 1. SOLWIIHN THE SWALE AND TRANSRDN TO RIGHT OF WAY LNE SHALL BE COMPACTED TO A MNAM11M OF 95',f. RAN WIDTH VARES AREAS WIMP THE SWALE AND 1 FOOT FLAT AREA OFF THE PAVB.BlT SECTION SWLL HAVE R/W WIDE MINUTE I SOD. SOD SWILL BE PLACED BELOW EDGE OF PAVEMENT. 2 3. ALL TRANSITION AREAS SHALL BE SCODED. EOP LENGTH VARIES '.d 4. ANY AREAS WITHIN OR ADJACENT TO RIGHT OF WAY IMPACTED DURING CCESTRUCTICW SHALL BE RESTORED TO E MATCH EXISTING COMMON PRIOR TO STMT OF CONSTRUCTION. I 6 5. SOB CINDER 5 WIDE PEDESTRIAN SHOULDER SHALL BE COMPACTED TO 96%TOA MINIMUM IS MAX DEPTH 1 6.50D FOR PEDESTRIAN SHOULDER SHALL BE RACED SO THAT THE TOP OF THE SOD BELOW THE TOP OF ASPHALT. *7. LOCATION OF E WIDE PEDESTRIAN SFIOULDERWLL VARY FROM ONE SPE OF TIE PRCPOSEDPAVB.ENT SECTION TO THE OTHER. CONTRACTOR E TO REFER TO SITE RANTO COIFIN R. LOCATION OF PEDESTRIAN SHOULDER 63000 PSI CONCRETE WITH FlBFIUESH 6. SCALE DEPTH SHALL. VARY FROM A MINIMUM OF 6 INCHES TO A WARM WARM OF ,2 N DILS WIPES UNLESS DEPTH ARE CALL OUT FOR ON THE SITE PLAN. E SUBGRADE -4 (COMPACTED TOA 4 MINIMUM OF 98%) d LENGTH VANES RIW RIGHT OF WAY R/W (WIDTH VANES) TYPICAL INVERTED DRIVEWAY SECTION x 4 1 C/1 I NOT TO SCALE SWALE AND TRANSFER g s SCALE AND TRANSR,ON ff PEDESTRIAN (SEE NOTE A. THIS SHEET) DRIVE LANE I D RIVE LIVE SIICUIDBi (SEE NOTE 6, THE SHEET)) 2� 4♦ —11 2 I 1 R/W d d (WIDTH AND DEPTH VARIES) i (W6' AEC SWALE IDTH SWALE (WIDTH MO DEPTH VARI $1 LENGTH VIBES EOP AIM %MIUM OF 6:1 SLOPE STALL BE USED N THE TRANSITIONS FORM M 1 MAX _I i /i /i ,L 1 MAX EDGE OF PAVEMENT RIGHT OF WAY LNE D DRIVEWAY TO SCALE BDTTpA 4 0 4 4 I DIMENSION OF DRIVEWAY WILL VARY BASE ON SRE SPECIFIC APPLIGTNS. I SOIL WRHN THE SWALE CONTRACTOR SHALL REFER TO SITE AN FOR DRIVEWAY CONFIGURATION AND SHALL SEE NOTE 1. 1 PL 1 SOL UNDER PEDESTRIAN SHOULDER I COORDINATE WITH RESIDENT AND C ITY FOR FNM LAYOUT. FRCP TO NSTALLATICN. SEE NOTE 6 80 30 F5 CONCRETE TYPICAL DRIVEWAY PLAN I 1 S 1 WITH FIBERMESH I I NOT TO SCALE M N IF TO 17 CULVERT 6 SOBGRADE IS REOUIRED ONLY (COMPACTED TO WHERE CP I M OUT ON MINIMUM OF 96 CONCRETE DRIVEWAY DESIGN: TYPICAL PAVEMENT SECTION (CUT) TIE PLANS 1. DRIVEWAY SUFIGRADE TO BE 6 THICK, SLIBORADE TO BE COMPACTED TO MINIMUM DENSITY 96% OF THE MAX DENSITY AS DETERMINED BY ASTA 01557. FOR USE IN AREAS OF FILL NOT TO SCALE 2 DRIVEWAY TO BE A MINIMUM OF 6THICK CONCRETE TYPICAL CROWNED DRIVEWAY SECTION 3. CHANGE FROM STANDARDS SHALL REOUNE ENGINBE S APPROVAL R/W RIGHT OF WAY RAY NOT TO SCALE FROTH VMFS) 4. EXPANSION JOINTS EVERY 20 MEAL FEET. C2 I 1 5 SWALE AND TRANSITION g ff PEDESTRIMI SWALE AND T M5R ON SEE NOTE 0. THIS SHEET) DRIVE LANE DRIVE LANE SHpOLDBi (SEE NOTE 0, THE SHEET)) 1 RAN SCALE (WIDTH AND DEPTH VARIES) O SCALE (WIDTH AND DEPOT VARIES) ROADWAY PAVEMENT DESIGN: I IL TA� j 1 EOP 1. FOOT ASPHALTIC CONCRETE USE OF RECYCLED ASPHALT PAVEMENT (RIM) MATERIAL N 4 MAX i /�i /III A l l 1 LENGTH VARIES THE ASPHALT MIX IS ACCEPTABLE 4 0 •3 I 2. LAIEROCK BASE COMPACTED TO 96% OF THE MODIFED PROCTOR (ASTM 0-1557, PASHTO I J_ I 7-160) MAXIMUM DENSITY VALUE OR CRUSHED CONCRETEALTERLMTE 0 3. SUBBASE SHALL. HAVE A MINIMUM LIMEROCK BEARING RATIO (1BR) VALUE OF 40%. THE I *SOD FOR PEDESTRIAN SHOULDER 1 63000 PSI CONCRETE STABLIZED SUBBASE MUST BE COMPACTED TO A MNLLM96% OF MODIFIED F PROCTOR 1 1 SEE NOTE 6. 1 MAXIMUM DRY DENSITY (ISTM D -1597, AASMO T -1801 4. CONTRACTOR TO REFER TO THE GRADING PLAN FOR PAVEMENT SECTIN (CROWN, I WITH FIBERMESH TRMSITDN, SUPERELEVATED OR PITCHED). 6 SUBGRADE TYPICAL PAVEMENT SECTION (FILL) (COMPACTED TO A MINIMUM OF 90%) FOR AREAS IN FILL NOT TO SCALE TYPICAL DRIVEWAY SECTION Nor TO SCALE PAVEMENT SECTION RAN RIGHT OF WAY R/W METH VARE3) 0 O O 1 GL 1.6 TYPE SP ASPHALTIC CRUSTED CONCRETE (LBR 100) 17 STABILIZED SUBGRADE I 1 5 I RAY CONCRETE SURFACE (LBR =40) SWALE AND TRANSITION I 44 g PEDESTRIAN SWN.E AND TAANSRIDN (SP 12,5) (SEE NOTE B. TANS SHEET) I DRIVE LANE DRIVE LAZE SHOULDER (SEE NOTE 6. THE SHEET)) EOP LENGTH VARIES S SWALE O (WIDTH AND DEPTH VARIES) SWALE ('MOTH MD DEPTH VARIES) _II S I I M Ax L %iiiiiiiiiiii �7► �I f j61 L J MN 1 F WITH FIB ERMESH 63000 PSI CONCRETE 4 4 E 6 SUBGRADE E (COMPACTED TO SWALE DETH PEDESTRWJ SHOULDER LOCATION I MINIMUM OF 86%) I SEE NOTE 6 SEE NOTE 7. 1 I 1 i I 1 I t TYPICAL DRIVEWAY SECTION TYPICAL PAVEMENT SECTION (FLAT) NOT TO SCALE I FOR USE IN FLAT AREAS NOT TO SCALE 9 No. Date Revision By No. Date Revision By AAl sdl6mis I117Last Rubinson Sheet No. Designed LOP Job 11/13/09 11/13/09 THE RANCHLANDS ROADWAY IMPROVEMENTS TYPI CAL PAVEMENT A Drawn by clu GCM Job No. wo4142 9nm }e R °M ,a 91,.,. LWU,. L 2 A Chetl(ed by: DENT Alec Details O �x•A°'° °I Orlan FL 3 U01 CITY OF WINTER SPRINGS lsnas MM Plume: 407.425.04S3 TERRY M. ZAUDTKE, P.E 11 p p Approved by: TMZ �p 1 x. SECTIONS g p p Scale: 475 2009 SEMINOLE CO. FLORIDA Covbnnio. Mama Fnc 441X644.2436 REG#3292B DIMENSIONS AND QUANTITIES ■aova ■o a�a 0 E'F� 000f4`�0 NsOnmr rw eMs f7 69f'7t.7 sH.a.rstreFrrsrAMA I LAMGANILt LIT 111r' 1 NUM a•M•- aL' >1AA 11 AN d -a1. 1a Mil 'IL 1a 41aT MOari L -Mer SE rar.C 101A: /L•, 101 AILa•aT!1LC Mete- 1L.•_ Aa_!_AI1'- iaT7C• -IL-T 1 L•7L :aL -MOIL: MM. =I 0071 r G101- a! a.' AM III aL1•aT•rle.•._Aar 1a =Aa_1-A1'- 1L':aa 1LCaL- :.11111aT -iaF AMMO -MI a&- 1CN7101 -1L• •l MF AIL• l=.MM- a•• -le. aa: ,a1 +.MA! 1L• MM Ma/. AIM MO! -MM' Ai eFirCaL I1 1...1.. AIM MM. :Mt AIM -a1 ••AN a1••ia- •Lai•: 01M/ .f LZ ii:iMF:1111010 ML:i rar L•101•1:le• ilT 101 1L.ia;. AIWA- 1••• a1 T-1■ -a1• la 'T 1I••.1t1:MM .MM MIet•i1 r1f r101T.a•• AIL a•a Nei i.1101: •iw AM! 1ai••ai1 :1ri1tF7E7eT>1ra1L.'i eF'ara aLi arT:1N ,MM lal a•a •a ■S 1I T -h I! a1! 1ai• 1MA7M1MC1�;aE7t a•L7t- Mr 4 101 e.•- a r•• AMR AIL :tea•. •:.1■A .a•: •.:-A19:. AM! .a AM AIL•: aEr M-MM. =11111=1111110/7-1M1 rlrr AI '...MM MA. 1• ?.a■ -a• A MR.. A1• :1aT• 1!•- AL•:1LT•1a! ML MEW MIM i M •a•.!a I-• •AIL AM MM. 1••' 1I 1I IL 1 1. AIM 1eN.aE• 1aT1aC MOL-iiAi eT- 1rE .MW .AIL• 101• a L• =AIL MINN. •aa 11T: as A a1. 1a• /a' aL•- afMr :1L:�L: MW- iat• IMAM( ieT _IaA.la. •L•[ aL•.1r 1L• 11. AIL• afrfs: ie7 =MA.-IM e E aC1Ir1011•1 Mi. 1 101 =.1e /••r11MM1••/ t i•1 •.AM. aL•- fai•:.aa•.- MAP is iE AIL R e r!' ter �1Y�E/W�rr/r� lire *AIM e�1ra 1• .1 L• l01• AM,.>.AM:• JL MM 1L•-11•ati XIMT7M F MAT MAFIA N• IMF" c L•aM•. rar:! 1a• .::e7 ANN. :l••aL•.aL••AL lL• •leI JAA! MA,MAT•-I•E.'>ter.ANIM -ifM od0 o d0 CYrMr pr�lrrr A•�rr�.r�/�Iw�ra IL ..aar.ia {l ,I••.. a1 a1• 1aT'7a.. as MIN •-1!iLaIM- AMC �1r C ME. •-aw' AI AMA !.-1RA•1•:•: AN 2••J• •AM MM •9•AIW.rMLriL MOIL. MOIL 11L si eo QM..r dm, r d.....‘ r f.,, rye LILT.. N....r/1► g.. ,...s. am.. L .itL 1•/. a!1 fw P-AMMaai. /e 51I'(a•- *IA A.!.AM!. la• :1eri- fa•.1a,F1L :I1a: MOIL MOIL MO Irla• MN..lr ?1•. .-.AM 4/e :•_a1'-la.!AM 1a +'1aT AIL ML. MM =MAID rlr r aa4l N.• MI MA l• ha ■d: al: /i .Ll :la•: 1E•:MA L•- T :1t>1L >•L ir i Ear M MU! ar -_TAI- ,...AM 1al. 0.11•' 1!41.•- 1a•:1• r1l- AMMAIM i :aeT PAVEMENT MARKING DETAILS tr AU��' NOT TO SCALE 1, FOOT SNOB( 17346 y o- owy '4! 4110 c�NVMFr 7F Y e I P ROPOSED EDGE OF o4 Baru q A SINDULDER EIEVATIDN -I 02S MIR I 1 I2' gI?. I I I o �11 t&ror Mr SWALE L I' er ��1 m Nr i. I, `11 I NW Fri N'1 A•PF• ..r.. lr., wrNr. Fr MAW er sent n Y f'�r :�s.n.'' STABILIZE D CHECK TO AASHTTO 180. MAN Ado. 3 TIMM OY AM AS nF rF ROMA J f PLAN SECTION A A TOP YE/3 E PIPE NOTE I SWALE CHECK TOP 1S 02S BELOW SHOULDER (111P.). SEE PUN VIEW FOR MITERED END SECTION DETAIL SHOULDER ELEVATIONS. SWALE CHECK TO BE SOWED ON ALL SIDES AND FROM RIGHT OF WAY IRE TO EDGE OF PAVEMENT (TYPICAL OF ALL SWALE CHECKS) FIAT INDEX 9272 N.T.S. SWALE CHECK DETAIL SCALE: NONE NOTE: CONCRETE FOR VALLEY GUTTER SHALL HAVE A COMPRESSNE STRENGTH OF 2590 PSI, CONCRETE CURB GUTTER SHALL CONTRACTION JOINTS SHALL BE PROVIDED AT BE WARPED AS REQUIRED TO 10 CTRS. SEE PLAN PROFILE SHEET FOR DRAIN TO VALLEY GUTTER. SEE LOCATIONS OF CONC. VALLEY GUTTER PLAN PROFILE SHEETS eRADES. 1 t' EDGE OF TRAVEL WAY r ELEVATION OF TS PONT SNAIL DRECTXN OF FLOW T W 10 �1 10 HI BE COMPUTED FROM C AS REp1RED TO MNTC CURB STOP BAR TO BE PLACED THE ROADWAY CROWN GUTTER THE CONC. VALLEY GUTTER. RADIAL CONSTRUCTION J090 W1-IL W1 -AIR 10 FROM EDGE OF TRAVELED WAY. UNLESS SHOW OTHERWISE LI 10 ce 9 Y I` TRANSITION AREA e m a 314 R `SIGNAGE e 7� .<K D 7 Ni Z- C0 GUTTER GRADE SHALL BE AT SALE GRADE VALLEY GUTTER I CURB &GUTTER As FARM I M TO C PR[IFIE GRADE. W1AL W1-&R NOTES: SECTION A PLAN STOP •BAR SHALL BE Zr WIDE AND .7 EDGE OF PROPOSED 17 FOOT PAVEMENT L WHITE REFLECTORAS PANT. MN. 24 WIDTH INSIINSIDE SPEED SE FLOW CHANNEL CONCRETE VALLEY GUTTER DETAIL (SEE PLAN VIEW FOR LOCATIONS) DI CROS CROSDRAIN DRA PPE CONNECTION s STOP STOP LOCATION DETAIL PROPOSED, WIDTH SIAM BE A MK OF PIPE DIA PS 17 ON BOTH SIDES OF PP SCALE: NONE E) N.T.S. ii TOP OF SWALE s I-- z L 1 17 IT O 'CAN YsTREET& CONCRETE FLUME �I I SURFACE MATERIAL R1 -1 R2-1 Street Name H IGH INTENSITY 2A'•3P A A F 317 .�!T1� 0 INTER/OR ROADS I CONC. 2500P i CITY of WINTER WIRINGS 2s99 PS i a e a O 1 LS COURSE S ECTION A-A STOP P LENGTH AS REWIRED I v SIGNAGE AND STRIPING NOTES: 30 HIGH INTENSITY INVERT WLLVARY 1. ALL SKINS AND PAVEMENT MARKINGS ARE TO BE PLACED N PATH TH THE?NM&AL OF LNIFORMTRAFRC CONTROL 2 DEVICES. FD.O.T. ROADWAY AND TRAFFIC DESIGN STANDARDS AND CITY OF LINTER SPRIGS REQUIREMENTS. BOTTOM OF SAME SEE FOR PAIN FOR VANES 2. ALL SIGNS SHALL BE MANUFACTURED UT0. IG HIGH INTENSITY REFLECTIVE MATERIALS. PROVIDE FALL INSPECTION. SLOPE RIBBON CURB MIAMI CURB 3. THE CONTRACTOR SHALL PROVE AND STALL ALL SIGNS NCLIDG STREET NAME SIGNS PRIOR TO COORDINATE J NOT LESS STREET NAMES WITH THE CITY OF WIRER SPRIGS ENERGY dSSPATOR, SNHEICIfT ENpyCY ATOR ACCORDANCE TWA 1. ALLORDANCE WITH THESE ARETO BE THERMOR ASTIC. RAIS PAVEMENT MARI�R.S (TYPE 9t1�•X17 ATE TO BE NSTAIL ®N I ft., DISSPRDANCE RH ES BANS GENERAL NOTES: 1 E Inal S. SIGHT DATANCE TRWJCIES EASED ON FD.O.T. MANUAL OF IIINFORM IEIAS NA STNNDARDS FOR DESK?I,CONSTRIDTXIN NO I. THE CONCRETE FOR CURBS SHALL BE DEPARTMENT OF TRANSPORTATION MAINTENANCE ENANCE OF STREETS AND HIGHWAYS (GREEN BOOK STANDARDS). SIGHT LEES MUST BE K�1 CLEAR FROM OBSTRUCTIONS. NO CLASS T CONCRETE, AND HAVE R W MPRESSNE STRENGTH OF 2500 P51. S U LANDSCAPNG. TREES WITH TRUNK GREATER THAN P AT MATURITY NOR SHRUBS HIGHER THAN 2S SHALL BE PHAITTED WRIIN G CROSS DRAN CONHECTKNS 1. D NOT FOR EVERY APPUCATX I) T 2 All CURBS SHALL HAVE CONTRACTION JONTS AND SHALL BE CLEAR SIGHT PE TRANGLE. T NG IREB ITHNTHER TREES ITTED TO BEN3PE BY RE MKT TRIANGLE MUST BE J PRIOR TO IPTOAN HEIGHT TA HT OF W TOC OF O DANCE I T AND TREES G S. TO Rom)/ WITHIN CLEAR SKiR RANG E MUST BE AT INTERVALS NOT TO EXCEED 10 -P W CENTERS FOR CURBS. TRIMMED UP TO A HETGM OF C N ACCORDANCE WITH FDA.T. REGULATIONS. PLAN SECTION 1 1? 4 STREET NAME SIGNS SHALL BE OF CAN OF LINTER SPRIGS STANDARD SIZE. SIZE TO BE OEIHA*NED BV STREET NAME LENGTH. TI CONCRETE FLUME DETAIL CURB AND GUTTER DETAILS STOP SIGN DETAIL SIGNING AND STRIPING DETAIL I N.T.S. NOT ED SCALE FOOT SIGN R1 -1 NOT TO SCALE i NOT TO SCALE No. Date Revision By No. Date Revision By Designed by LOP Date: 11/13/09 a &i,uen Ic THE RANCHL14NDS F 1117 East Sheet No. Drawn by: CKJ/GCM Job No. W04142 \PI 5 1.••.m .b 'da g A A ..b, o. CheChecked by: by: DEAL l F?: DBTB� ROADWAY IMPROVEMENTS O 14.32&1.1 D-2 A A Acv�edbr TMZ CITY OF WINTER SPRINGS l PP1 Eixinve .••15du,vb RA O .7.0...,...” TERRY MlAUp1� PA. ROADWAY DETAILS 4 A A Scala NTS SEMINOLE CO. FLORIDA Co. Intaion T....r 1 Fir 40•'6181036 REG4r3292& GRADE ADJUSTMENTS SHALL BE A TRANSRON FROM CHONM® MAX. OF 4:1 SLOPE TO SECTION TO PITCHED SECTION MAX. DEPTH OF 1 FOOT SWALE DEVIATION CAN BE ON ABOUT THE CENTER LIVE EITHER SIDE OF UTILITY POLE AY SECTION START PITCH ROW 1NE ROADWAY SECTION ROADWAY SECTION A EDGE OF PAVEMENT SCALE GETTER LIVE CONTRACTOR SHALL LEAVE A 2 FAT RADIUS A ROUID UTILITY EDGE OF CONSTRUCTION I r TRANSITION SECTION X OA O RRIHE OF THE ‘w• TREE WH ICHEVER 15 4 C c CLOSER L Y I EDGE OF PAVEMENT -5 1111111 11 11 MTGE OF PAVEMENT BARRICADE SHOULD BE II I) ROD 8 5TUDY ENOUGH TO C C SURVIVE THE CONSTRUCTION II i L PERIOD. ANY SUITABLE MATERIAL WITH ORANGE MESH FABRIC MAY BE USED FOR CONSTRUCTION PLAN `EDGE OF PAVEMENT NOTE INSTALL TREE PROTECTION ONLY f' TO TREES CALLOUT FOR PROTECTING ON MANS N FOR PLAN TREE PROTECTION DETAIL NOT TO SCALE SWALE DEVIATION DETAIL NOT TO SCALE SECTION CONTRACTOR SHALL REFER TO RAN MD PROFILE SHEETS TO CONFIRM DREG ION OF PITCHED ROADWAY SECTION. TYPICAL TRANSITION FROM CROWNED TO PITCHED DETAIL NOT TO SCALE PRNCPAL POST POSRON (CANTED M' TOWARD ROW) OPTIONAL POST POSIT10N3 4 G I SIDEWAU(–/ IER O 9W F CURB 8. CURB GUTTER GUTTER SECTION FILTER FABRIC (N CONFORMANCE WITH COMPLETED INLET PARTIAL INLET POST (OPTKNRSTz/' I SEC. 985 FOOT SPEC.) ORA1!?MN. DIA –N WOT STEEL 133 I IS MAX i' ANCHOR BALES WRH 2 X2X*' IBSTFIFT. MN) STAKE S PER BF. 1 1 it MN t DITCH DUCH 3' OR MORE t5 T014 Ax *HPG I 5 x 56 S DITCH BOTTOM INLET I ELEVATION INLET PROTECTION DETAIL TYPE 111 SILT FENCE (FOOT INDEX 102) N.T.S. NOT TO SCALE i 8 No. Date Revision By No. Date Revision By Designee by: LOP Date: 11/13/09 D �LJLJ A edrieecb RMON lll> LaseRuubia.= A A DTaW ey cicu I ccM bNO. wontaz THE RANCHLANDS B Y� MO e N. Sheet No. R A A Checked to DEN, Fie: Details ROADWAY IMPROVEMENTS Ab o ,,F1 D S T:n*A.a n ..al sci.n1.10 CITY OF WINTER SPRINGS /U Phan=107.421014 TERRY M.XAD P. TIE,E MISCELLANEOUS DETAILS a Approved TMZ Faz fel.6*ILT036 REGi32928 Scale: NTS ©2009 SEMINOLE CO. FLORIDA