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Home My WebLink About2003 03 10 Regular D Final Engineering for M.A. Garcia's Roadway/Driveway Relocation ~COMMISSION AGENDA ITEM D CONSENT INFORMATIONAL PUBLIC HEARING REGULAR X March 10,2003 Meeting MGR. ~DEPT ~ Authorization REQUEST: The Community Development Department recommends approval for final engineering for M.A. Garcia's roadway/driveway relocation. PURPOSE: The purpose of this agenda item is to consider final engineering plans for a twelve (12) foot wide private roadway to be constructed without curbs, gutters or sidewalks on private property (Tuscawilla Unit 5 and Tract "A" of Oak Forest Unit 1). APPLICABLE CODE: Sec. 9-147. Minimum right-of-way and paving width. Sec. 9-157. Privat,e Streets. Sec. 9-221. Sidewalks. Sec. 9-223. Curbs~, gutters, easements. CHRONOLOGY: March 13,2000 - City Commission votes to approve the realignment of the easement and roadway segment, however, it is determined that a variance will be required since the proposed private roadway will not meet City land development regulations for design of new roadways. September 11, 2002 - Variance application was received by City. October 23, 2002 - Board of Adjustment heard the request and deferred the item to a subsequent meeting to allow the Public Works Department more time to review the project for any potential drainage impacts. .~ March 10, 2003 Regular Item D Page 2 November 12, 2002 - Board of Adjustment heard the request and by unanimous a vote recommended approval to the City Commission, based upon the updated Plan and Profile for the proposed roadway. December 9, 2002 - City Commission heard and unanimously approved the variance request to allow a 12 foot wide pavement width, no curb and gutter, and no sidewalk. The Commission did not provide input on the 30 (in contrast to 50) foot wide easement proposal. FINDINGS: 1) On Mach 13,2000, the City Commission heard a request by Mr. Garcia to realign a segment of Tuscawilla Trail (a private road) and approved the realignment, subject to certain requirements. 2) On March 13, 2000, City Commission acknowledged that the paved roadway surface would be 12 feet wide and that there would be no sidewalks (please see attached minutes). 3) On Declember 9, 2002, a variance was granted for the private roadway, from the pavement width, curb and gutter, and sidewalk requirements of sections 9-147, 9- 157,9-221 and 9-223 of the City Code. 4) The City received written affidavits from affected property owners that waives, releases and relinquishes all rights to and interest in the current easement in its present location along Lot 4 in exchange for the right to utilize the relocated easement for ingress and egress. 5) A minimum of twenty (20) feet of unobstructed clear space is required/proposed to ensure safe and efficient access by all emergency vehicles. 6) The rest of the private roadway (both ends, approximately 2/3 of the total length) is 30 feet wide. Staffhas no problem with not requiring a 50 foot wide easement in this situation, where it appears to serve no useful purpose. 7) The applicant has provided statements from the owners of the following Oak Forest lots that they have no objection to the roadway relocation: 1034, 1036, 1038, 1040, 1042, 1048 and 1050 Chokecherry Drive. The owner of 1046 Chokecherry Drive did not provide a statement. RECOMMENDATION: Staff recommends approval of the final engineering plans. Please note that the minutes of the March 13, 2000, City Commission meeting reflect discussion of and a motion for a 50 foot wide easement and a 20 foot wide buffer from the Oak Forest residential lots, whereas the applicant's plans depict a 30 foot wide easement located no closer than 20 feet from the Oak Forest residential lots. March 10, 2003 Regular Item D Page 3 ATTACHMENTS: A - March 13,2000, City Commission Minutes B - December 9,2002 City Commission Minutes C - Access Drive Relocation Plan dated May 2002 COMMISSION ACTION: ATTACHMENT A CITY OF WINTER SPRINGS MlNUTES CITY COMMISSION ,', REGULAR MEETING - MARCH 13,2000 Page 10 of 16 ( "I'LL MAKE THE MOTION." MOTION BY COMMISSIONER McLEOD. SECONDED B_Y COMMISSIONER MILLER. DISCUSSION ENSUED BRIEFLY ON HOW THE PROGRAM WOULD BE FURTHER IMPLEMENTED. VOTE: COMMISSIONER MILLER: AYE COMMISSIONER McLEOD: AYE COMMISSIONER MARTINEZ: NAY DEPUTY MAYOR GENNELL: AYE MOTION CARRIED. D. Community Development Department - Land Development Division Presents To The Commission For Their Action The Request Of Mr. Manny Garcia To Realign A Segment Of A Tuscawilla Trail (A Private Road) Which Does Not Meet City Code. Mr. Don LeBlanc, Land Development Coordinator introduced this subject, and spoke of the planned realignment of the road. , Mr. John Sikes. Blount Sikes & Associates, (Consulting Civil Engineers & Surveyors). 3032 Mercy Drive. Orlando. Florida: discussed an exercise trail; natural growth; engineering; waivers; Mr. Garcia to approve the alignment; approvals; whether an agreement from all property owners affected by this change should be considered; keeping the neighbors happy; whether an easement will be recorded on the property for perpetuity; acceptance of the easement; and other neighboring properties. Further discussion included altering the road; changing the width; and what Attorney Garganese thinks about this issue. Attorney Garganese spoke of the provisions of the code; arbitrary arguments; the legal standpoint; sidewalks; fire suppression; the width of the road; accommodating emergency vehicles; who had reviewed this proposed plan~ the entry from Tuscawilla road; concerns with the engineering of the road~ would it come back to the Commission for further approval; the approval of the road; and whether the road should have a larger easement. Mayor Partyka commented that the lights on the dais were not working properly. "I MOVE THAT THE CITY COMMISSION APPROVE THE REALIGNMENT OF THAT SEGMENT - SEGMENT OF TUSCA WILLA TRAIL, INCLUDING A FIFTY (50) FOOT EASEMENT AND SUBJECT TO A NOTARIZED ACKNOWLEDGEMENT OF ALL PARTIES ALONG THE ROAD, THAT THEY ARE IN AGREEMENT WITH THE CHANGES AS ENGINEERED - THE FINAL ENGINEERING." MOTION BY DEPUTY MAYOR GENNELL. ~, , t CITY OF WINTER SPRINGS MINUTES CITY COMMlSSION REGULAR MEETING - MARCH 13,2000 Page II of 16 MR. LeBLANC INQUIRED, "AND YOU'VE - THIS HAS ALLOWED FOR A PROPOSED TWELVE (12) FOOT PAVED DRIVE, AS IT'S SHOWN IN THE - A TWELVE FOOT EASEMENT?" DEPUTY MAYOR GENNELL STATED, "THAT'S RIGHT - AND A FIFTY FOOT EASEMENT." SECONDED BY MILLER. DISCUSSION ENSUED ON WHICH LOTS WERE INVOLVED; AND VARIOUS LOTS IN THE OAK FOREST SUBDIVISION. MR. LeBLANC ADDED THAT "WE Wll-L GET - FOR THOSE PROPERTY OWNERS ALSO - A NOTARIZED LETTER SAYING THAT THEY HAVE NO OBJECTION. BUT, IN YOUR MOTION COMMISSIONER GENNELL, MAY I JUST ADD ONE MORE, THAT YOU'RE ALSO WAIVING THE SIDEWALK REQUIREMENTS?" DISCUSSION. Commissioner Miller left the dais at 8:35 p.m. Commissioner Miller returned to the dais at 8:37 p.m. DEPUTY MAYOR GENNELL ADDED, "JUST TO BE MORE SPECIFIC ABOUT THE LOT NUMBERS THAT ARE INCLUDED IN THE NOTARIZED ACKNOWLEDGEMENT - IT WOULD BE LA, 1.0, 2, 3, 4, AND 5 OF TUSCA WILLA UNIT 5; LOTS NUMBER 201 AND 200, OAK FOREST UNIT 2- B; LOTS NUMBER 44,45,46,47,48 OF OAK FOREST UNIT 1." MR. LeBLANC ASKED, "LOT 44 ALSO?" DEPUTY MAYOR GENNELL REPLIED, "YES." Tape 2/Side A Commissioner Martinez said, "Sir, would you say, or did you state on the record that you wouldn't have any problem, with a fifty (50) foot easement?" Mr. Sikes replied, "No Sir, I can't speak to that, that's something Mr. Garcia will have to answer." Brief discussion. DEPUTY MAYOR GENNELL CLARIFIED, "THE MOTION ENTERTAINS A FIFTY (50) FOOT EASEMENT." The City Clerk was asked to read the Motion back. MA YOR PARTYKA ADDED, "WITH THE LOTS, SO DESIGNATED BY THE COMMISSION." COMMISSIONER MCLEOD THEN ADDED, "AND WHAT ABOUT THE TWENTY (20) FOOT BUFFER?" DEPUTY MAYOR GENNELL ALSO ADDED, "AND WAIVING THE SIDEWALK REQUIREMENT." CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - MARCH 13,2000 Page 12 of 16 , VOTE: COMMISSIONER MARTINEZ: NAY DEPUTY MAYOR GENNELL: AYE COMMISSIONER McLEOD: AYE COMMISSIONER MILLER: AYE MOTION CARRIED. Mr. LeBlanc then stated, "Mr. Garcia will either go forward the way it is presented, or instead - or you know, he'll appeal the decision - because the fifty (50) foot right of way _ he can have twelve (12) feet of pavement, no sidewalks and the edge of the fifty (50) foot easement, next to the Oak Forest side has to be twenty (20) feet from the property line. " Mayor Partyka called a break at 8:44 p.m. The Meeting was called back to order at 9:01 p.m. by Mayor Partyka E. Community Development Department - Land Development Division Requests The Commission To Provide Direction Relative To A Request To Develop Property Known As Big Cypress On State Road 434 Next To The Winter Springs Golf Club At A Density Of 16 Units Per Acre. e Commissioner Martinez suggested that this issue be postponed for two weeks, so that this matter could be further researched. Commissioner McLeod arrived back in the Commission Chambers at 9:03 p.m. Mayor Partyka asked members of the Commission on their opinion of whether to proceed with this issue, and the consensus of the Commission was to "hear the issues." Mr. LeBlanc advised the Commission on this proposed project. Discussion ensued on the Comprehensive Plan; Golf Terrace Apartments; Courtney Springs Apartments; density; C-l Zoning; and the three proposed alternatives. Mr. Sam Benson: spoke on behalf of the applicant, and stated his two concerns were the contiguous property and the densities allowed for the contiguous property; and the Developer's Agreement. Mr. Benson added, that "R-3 is up to sixteen (16) units per acre - that still remains in your code." , Members of the Commission discussed whether a major Comprehensive Plan Amendment was necessary; what happened with a similar project "Seville Chase"; conflicts with the Comprehensive Plan; "Infill District Zoning;" urban density; the uniqueness of this property; possible future uses for this property; Wetlands and vegetative buffers; and possibly increasing the sewer capacity. ATTACHMENT B CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - DECEMBER 9, 2002 PAGE 20 OF 29 VOTE: COMMISSIONER MILLER: AYE COMMISSIONER BLAKE: AYE COMMISSIONER MARTINEZ: AYE COMMISSIONER McGINNIS: AYE COMMISSIONER McLEOD: AYE MOTION CARRIED. REGULAR D. Parks And Recreation Department Requests That The City Commission Considers And Rejects The Winter Springs Little League Proposal Regarding Concession Operations At Central Winds Park And Authorize Staff To Go To Private Sector Again With A R.F.P. As noted under Agenda Changes earlier in the Meeting, Mayor Bush stated that "The Little League called today and indicated that - no representatives could be here tonight and therefore asked this be postponed, so it will be on the January" Meeting Agenda. REGULAR E. Community Development Department Recommends Approval Of A Request For A Variance By M.A. Garcia From Sections 9-147., 9-157., 9-221., And 9-223. Of The City Code Of Ordinances. Mr. John Baker, AICP, Current Planning Coordinator, Community Development Department presented his introductory comments. Mr. John Sikes, Civil Engineer, Blount Sikes & Associates, 3032 Mercy Drive, Orlando, Florida: addressed the Commission. Discussion. "MOTION TO APPROVE PROVIDING THAT BEFORE APPROVAL AND FINAL ENGINEERING THOSE NEIGHBORS IN OAK FOREST DO GIVE THEIR APPROVAL." MOTION BY COMMISSIONER MARTINEZ. SECONDED BY COMMISSIONER MILLER. DISCUSSION. VOTE: COMMISSIONER McGINNIS: AYE COMMISSIONER BLAKE: AYE COMMISSIONER MARTINEZ: AYE COMMISSIONER McLEOD: AYE COMMISSIONER MILLER: AYE MOTION CARRIED. CITY OF WINTER SPRINGS MINUTES CITY COMMISSION REGULAR MEETING - DECEMBER 9, 2002 PAGE 21 OF 29 Mr. Baker stated, "Mr. Mayor, could I ask for clarification about the fifty (50) versus 30 foot (30')?" Mayor Bush stated, "No, not right now - they voted on accepting the V ariance and that is all. If you think that they have made a decision to change something in the Code - you can come back with it later." REGULAR F. Community Development Department Recommends The City Commission Deny A Request For A Variance By Paul Starks From Section 6-2. And 6-84. Of The City Code Of Ordinances. Mr. Baker briefly introduced this Agenda Item. Mr. Paul B. Starks, 484 Wild Fox Drive, Casselberry, Florida: addressed the Commission on his request for approval. Discussion ensued on barns and accessory buildings. Tape 3/Side B Further discussion. "I WOULD LIKE TO MAKE A MOTION TO POSTPONE THIS MATTER UNTIL AFTER THE WORKSHOP AND A NEW ORDINANCE; AND IF THE DECISION OF THE COMMISSION IS AT THE TIME THAT THIS SHOULD BE ALLOWED, THAT THE CITY REIMBURSE MR. STARKS FOR THE FEES HE PAID IN SEARCH OF A VARIANCE." MOTION BY COMMISSIONER MARTINEZ. SECONDED. DISCUSSION VOTE: COMMISSIONER McLEOD: AYE COMMISSIONER BLAKE: NAY COMMISSIONER MARTINEZ: AYE COMMISSIONER McGINNIS: AYE COMMISSIONER MILLER: AYE MOTION CARRIED. Commissioner Blake stated, "Point of Order" and spoke of the Ordinance and whether the applicant needed to come back. Commissioner McLeod pointed out that the date of the Workshop on Acce~sory Buildings will be January 21,2003. ACCESS DRIVE RELOCATION TRACT WINTER INDEX OF DRAWINGS SHT. NO. SHEET TITLE 1. COVER SHEET 2. TOPOGRAPHY SURVEY 3. RELOCATION AND DEMOLITION PLAN 4. & 5. PLAN AND PROFILES 6. EROSION CONTROL PLAN 7. WETLAND CROSS SECTIONS PROPOSED RELOCATION 8. WETLAND CROSS SECTIONS EXISTING DRIVE ~ C> C> C\J OJ - m C> ~ - N.T.S. r-- o D Q.l LL .rl L LL +-' m TI Q) +-' +-' o .--< D.. D'l ~ TI f- ::r:: en > o u - ----l <t Z f--< LL > Q.l 0: - <t <t e-~ U 0: <t L') - L') 3: Cl - I. "A" OAK SPRINGS, FOREST FLORIDA CHOKECHERRY DR ~ ~ 1J % ~ s" \)~ QJ'" ~ o~y; <9 ot>-~ (" h ~ SITE ~ <<:--o~ 'r ~~\" s+-~ ,\'0 LOCA TI ON M AP ~9~~~~~~~ Blount Sikes & Associates Consulting Civil Engineers & Surveyors Q) .--< .r, LL Cl <t U o +-' ::;, <t ~J OWNER: M. A. GARCIA, III 941 TUSKAWILLA TRAIL 'vVINTER SPRINGS, FLORIDA 32708 PHONE: (407) 699-0527 EN GI N EER /SU R VEYOR: BLOUNT SIKES & ASSOCIATES 3032 MERCEY DRIVE ORLANDO, FLORIDA 32808 PHONE: (407) 894-3804 FAX: (407) 894- 3805 -.,- -.---. -,~. .~~- ~-~~..~,~ , :H.E,t'-;E~VtD ~ w::~ W~,~" ~~~'~'GO t, Curmn\ Plannlni/ '1 ~ o . o .q- o m Q) . o z ~ () W J o cc: D.. (f) - cc: w w z o z w SHEET NO. 1 OF 8 /" /" /" /" /" /" ~ 20 <I) )<. . k~'J,~ ~ t, ~. ("",,~. 'j~..g. ,,~~. \r)B "" cj, <}"'$' . ?~.g1 90. 'f- ~ 0<:' ['~ ~. ~1~ 'j~.~2 X: 'v <J1'R.:> ?~.\ 'j. i- + v0"cx N . >t "'If INY ELEY=53.57' .'" ()1'~ 'j~r~ 6'.:> , CO N 't"", ,NV ELEV=53.66 13M #13 ~: J ~~f "\05364 .g; ~W::~{, 60D NAIL ~f $1 ~ ELEY=55.19' I i'/ '0 . I / 18" PINE I I 0 / i- I).\.~ I i ) x r"j. x '4.50 X 'U, i ~ '}"r X ''''.~~?"p~~E / / 1 5J~ X 56.05 X 56.D7 I / I 18 I I"") ! III€ I I I ~ I / ~ / X 56.9~ (/) -- I f 1)0.\0 I / / I / II 5686 T8M #14 I \ \ NAIL & DISC ~ ELEV=57.26' \"'t57.2\' \ \ 56.81 N15.45'35~W \ \ \- ~., :.:. -- .72 25.00'";:,,,,\ ~ .('\~~4-./ /""".y.. 5462 36" RCP .g ';{, ~.~ .,,~. - ~.",.'!> .// !:' . 6' '" ~ -- So ~.. ~~ .","/ c.., "IF __-- INY ELEV=53.55' ~ +' ~ <j> <% ,'~-;fA".~:r".... ..-x:-~~ ~~- $ ':i b' g' -'<' ...... .' .." ",1 _ .~\\ ........"""" LI:'t~t .,; ............~5 -;-.A' 3 ~ i (j \)\,c\\ x 55 ,3 ........ ........ ........ ,/' \tJl 5557g34 ~ 'f, ..~~ - - ~Oot or \) ~ f'\ ~\........................ ./,/' ................"""" ~ ~ ~'!' 56. 'j,,, '''.,....-~ '],~ X 55.57 X 5609 / ~ ............... 1v.7 ./ ........ ........ . ?f:> 36" RCP ~<:: J-v,/'........ \ \ d~~~ ./ ........"""" .' ~-S~ \ +\~' 36 INY ELEV=53.60' / .., r ./........ c:....... ' '9 ~'0;5 ;/ ./ 1..... 0'0 \ \ ........ ........ ,/'........ ........ ........ ........ ........ ~1 ~c. \ / ............................./,/' ........"""" \ \ \ \ A~ .... ........ ........ ........ \. . q'O>>t ................"""",/' ........ \ \ \ /' ,/// /~//// \ 56'"\"\ ,/ ::................ ~ ~ 20' DRAINAGE \ \ ~ {? ..... EASEMENT \ \ ~\ \ PER PLAT \ ~ ~J ~ EXISTING ACCESS \ \ ~ ROAD \ \~s \ \ 57~ 57\r \ Y6 \' , \ ~. \ \ ~sl~" \ \ S\ \ ~~591~ T8M #f3 ~ \ \' \ P.K. NAIL \ \ ~, x ~. ELEV=59.16' \ sa. \::\" \ \ , ~\, \ \ \ \,-\ \ , x 60.5~ \ \ \ 60.\ \ ~ g" OAK \ 60.5\ x ~ \ \ I \ · ELECTRIC METER \ \. \ . ~ ,..../\ 61. 9 ,/ ./' \\ \ \ \ 52}, 526 \ \ \ \ \ \ \ \ i- ,,;,.20 ,;,Be, )4.:.4_ I I I IBM #1 I 4"X4" CONC. MON. ELEY=53.41' -~ I '0 ~~.e,o i! i- ;,.01 i- .,~.oC -r> END OF 8" PIPE(2) INY ELEY=53.17' INY ELEY=53.15' ~o ? j. .,~.10 -- ~~~~ -~3_ TRAY PT #101~ ~/ 600 NAIL u' ELEV=55.43' x 56.00 1- ""1,)-. 0 & ""11- 00 ..<\ 7-~ ~6'~ J ,)-. ~ ~ ""1Q ~ ~/- ~~ U' "c9. (51 ,/ ~o ? ,/ /" /" /" /" /" /" M. A. GARCIA, III 3 6.356 AC, <Y. Q..... PI.NE /<Y. ux.. /' -Ill . . 9" PINE .~ WE1LANDS TRAV PT #102 NAIL & DISC x 56.10 P") o o (\j - - o - M. A. GARCIA, III crJ ~-1 r-- o = OJ LL .rl L LL 4 -W ro u OJ -w -w o .---1 0. 30' PRIVATE INGRESS-EGRESS & PUBLIC UllLlTY EASEMENT (TUSKAWlLLA TRAil) PER PLAT 3.984 AC. en ~ u o D- o ~ ~ -W U ro L ~ - --.J ~ :z: >-< LL :> OJ 0: - ~ ~ >-Y ~o~ ,/' ,/' ,/' 5 ,/' ,/' ,/' ............... 1.840 AC. OJ .-. .rl LL o ~ u o -w ~ ~ N" <DID _ Lli.n .- YJ'.iY - - - - - x, ..... ., . X 55.29 . o \ ~~~r., Y ~ "U,,'v --D: /J X 56.37 'o)Oy X 562~ ~ () ~ ~ ----\ --Dc::. 0~ . ...-\ cP -\7 ~O /' -z, J 0' J J ...J> X 56.57 ~ V I / / / / / / / / / ~ -- -- ,/' x 55.n. -- x 56.29 GARCIA, III M. A. X 57.D5 X 57.84 X 57.73 X 57.87 X 57.10 X 57.DO ~~ ~.;q e 10" OAK ~ ~" PINE PROPOSED RELOCA~ON OF TUSKAWlLlA TRAIL N85.17'52"W 21.3.47' LARRY E. & MARY A. BEASLEY UNPLATTED 2.365 ACRES -- -- -- ~ -- -- -- ~ -- ~ , ~ cPO O~ '*~ o N~ ~\U) '\)~ yc- 0..-z.. \U)~ (j)-> ....> \ (j) VI ./' ,/' ,/' ,/' ./'" ~ / / / ~ --- -- 40 0 ~ 20 I BLDG. BUILDING L CALC. CALCULATED IN OFFICE LB CB CHORD BEARING MEAS. CCR CERTIFlED CORNER RECORD MON. CH CHORD LENG111 N&:D CONC. CONCRETE N.T.S. COR. CORNER a.R.B. DESC. DESCRIPTION P.B, ELEY. ELEYATION PCP EIP EDGE OF PAVEMENT PG. IRC IRON ROD AND CAP P.O.B. @ SANITARY MANHOLE SANITARY SE~R MAIN -3- 'NY [><J M -w- WATER VALVE FIRE HYDRANT WA TER MAIN -QH- OVER-HEAD POWER UNE ~ MITERED END SECTION ~ CURB INLET @ DRAINAGE MANHOLE [m] CATCH BASIN -D - DRAINAGE PIPE 6 DELTA NO. DATE ~ ~ GRAPHIC SCALE 40 I 80 I ( IN FEET ) 1 inch = 40 ft. A88REVIA TIONS LENG111 LICENSED BUSINESS MEASURED IN FIELD MONUMENT NAIL &: DISC NOT TO SCALE OFFICIAL RECORDS BOOK PLAT BOOK PERMANENT CONTOL POINT PAGE POINT OF BEGINNING LEGEND IT] ro..., [iYl . <> ~ ct <0 @ 8 ~ : : : : : : : : I I. '-I P.O,C. PLS PRM PSM R RGE. REC. ~a TBM TWP. 160 I POINT OF COMMENCEMENT PROFESSIONAL UCENSED SURVEYOR PERMANENT REFERENCE MONUMENT PROFESSIONAL SURVEYOR & MAPPER RADIUS RANGE RECOVERED RIGHT-Of-WAY SECTION TEMPORARY BENCH MARK TOWNSHIP CONC. PAD Wi TRANSFORMER WOOD POWER POLE WATER METER TELEPHONE RISER ELECTRIC RISER CABLE T. Y. RISER CENTER LINE RECOVERED PROPERTY CORNER AS LABELED SET IRON ROD AS LABELED CONCRETE MONUMENT AS LABELED WOOD BRIDGE WOOD WALK REVISION BY APPR'D FB FIELD XXXX TECHNICIAN K.J.K. CHECKED T.O.M. PG wX ;2X <x ZX ~~ G:~ N.T.S. CHOKECHERRY DR SITE 5) ~O~ ~'v~ ~ S+-~ ,\'0 LOCA TI ON MAP LEGAL DESCRIPTION TRACT "A" OF OAK FOREST UNIT ONE AS RECORDED IN PLAT BOOK 22, PAGE 82 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA SURVEYOR'S NOTES 1.) THIS IS NOT A BOUNDARY SURVEY. BOUNDARY SHOWN FOR ORIENTATION PURPOSES ONLY. 2.) BASIS OF BEARINGS: BEARINGS ARE BASED ON THE PLAT OF TUSCAWlLLA UNIT 5 AS RECORDED IN PLAT BOOK 20, PAGE 18 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. 3.) UNDERGROUND UTILITIES LOCATED AT ABOVE GROUND STRUCTURES, ACTUAL UNDERGROUND LINES ARE SHOWN AS APPROXIMATE LOCATIONS AND ARE NOT FIELD VERIFIED. 4.) NO RESEARCH DONE FOR RECORDS OF EASEMENTS OTHER THAN SHOWN HEREON. SURVEYOR DID NOT ABSTRACT LANDS SURVEYED. 5.) WOOD WALK WINDS lrlROUGHOUT TRACT A. THE WALK IS SHOWN AT ONLY WHERE IT CROSSES THE PROPOSED ROUTE OF TUSKAWlLLA TRAIL. 5.) BASIS OF ELEVATIONS: ELEVATIONS ARE BASED ON TBM #1: TOP OF 4"X4" CONC. MON. AT ll-lE NORTH CORNER OF TRACT A. TBM #2: TOP OF P.K. NAIL IN WEST EDGE OF TUSKAWlLLA TRAIL. SURVEYOR'S CERTIFICATE I HEREBY CERTIFY THAT THE "PLAT OF SURVEY' SHOWN HEREON WAS MADE, UNDER MY RESPONSIBLE CHARGE. FOR THE BENEFIT OF ll-lE CLIENT LISTED. AND THAT IT HAS BEEN PREPARED IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS FOR THE TYPE OF SURVEY LISTED, AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS &: MAPPERS, IN CHAPTER 61G17. FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUTES. BLOUNT SIKES &: ASSOCIATES, INC. L.B. 3461 DATE OF FIELD SURVEY BY: TIMOTHY O. MOSBY, P.S.M. NO. 4732 NOTE: NOT VALID UNLESS EMBOSSED WlTH SURVEYOR'S SEAL. ~... Blount Sikes & Associates ConsultIng CIvil Engineers & Surveyors 3032 North Mercy Drive, Orlando, Florida 32808 (407) 894-3804 FAX 894-3805 TYPE OF SURVEY: TOPOGRAPHIC SURVEY RELOCATION OF TUSKAWILLA TRAIL SEC 12, TWP 21 S, RGE 30E, WINTER SPRINGS, SEMINOLE COUNTY, FLORIDA DA TE PROJECT NO. CLIENT: M. A. GARCIA, III 10/09/01 99040.01 SCALE SHEET NO. 2 8 1"=40' OF .......... 01 0 0 ru Ln ..-1 ..-1 ..-1 c'ri ..-1 r--. 0 n Q) LL rl C- LL +J rtl U Q) +J +J 0 r-< D- CJ'l 3: U <I: :z: --1 D- U C) --1 lJ.J 0: - --1 <I: :z: f-< LL > Q) 0: - <I: <I: f-..G'SS o ~'f- 'f- ~D, BOO ?'-~\ ~o~ ,.., N.. .. -..JI"-tn W.,.....,.... Q. . . -1")1") Q.ll)ll) . II II ct)>> WW ll..-..J-..J OWW 0>> z~~ w \ \ \ \ \ \ \ \ \ -...... -...... -...... T8 M # 1 -t::X4- CONC. MON. ~==53,4" -...... -...... "Jr:) <:, x "" N. . -..JI'<.O Wtn<.O Q. . . -1")1") Q.ll)ll) . ~ II ct)~~ ~ww 0>> z~~ W @ SANITARY MANHOLE s SANITARY SEWER MAIN VN [><J WATER VALVE M FIRE HYDRANT -w WATER MAIN -OH OVER-HEAD POWER LINE eJ MITERED END SECTION ~ CURB INLET @ DRAINAGE MANHOLE I~j CATCH BASIN 0- DRAINAGE PIPE 6 DEL TA REVISION I Pr I ,() ~, <:P I ~C' ' t:e'J4..1J C.L. CURVE DATA~ ror:)'?J < I:i. = 28.25'24" ?? x I R = 46.00' ~,;; / T = 11.65' ,s> 1"<5'0 L = 22.82' ~ II I / I I 15' I C.L, CURVE DA/rA I:i. = 138.53'07(' R = 46.00' I T = 122.66' \ L = 111.50' \ \ ~ ~ \ ~. ~. \~ '0'" X X <Q 6 ::\. ,,~ ~ <:,'" X'~" -~.'........~.......'..../.......;..."..:/:.... /~.~.....:........../.~.....................././T"'"......... '..~..... '.......__........r..../............/.x..J;J.....'.. ~.....~......... ....'.7'"............... -.......... -...... ......-/...........:://~....~............................_./ '..../............_................ :;..~.(...;:_......,.../.......................'.......~................./........;_.../<............ _................ _...... _ . /__r ~,?r:) ":.;. ~....... ^" . - . -.: - *':'" -- -"- -~ ~ ~ -"-~'-'- . ~~ -"-_.*-V7~ -~ -"-_ "-- --/~~~2~/~~s/~ t - -j(ro"'~ ....... ------ T8M~ _________~_____________________ -------~~~r ------------ ELEV==59.16' ~oo '" '\ '\ '\ '\ '\ '\ '\ '\ '\ '\ '\ '\ OAK FOREST UNIT 1 PLAT BOOK 22, PAGES 81-83 48 47 46 ~ <0 Cb ". " ~o\ 121.78' x N15"45'35"W " ~. '" x ~'. x b _1_ OJ '4~O ix) ..- ----------------- " ------~- <:, x ~. Vj ............ ...... ....... " " "- '\ ~ '\ X \~ \ \ \ \ \ , \ I I I I I / .............l...... 1d' / <0' I / 1'0' '? IX I / I / / / / I / I I ,\'0 x ..... \ @ VvfLt~' ~ .'0 ELE \ \ \ " ....... " . rs' \ ~" 't.. s~A-'\ ~.., '::i X 30' WIDE ACCESS EASEMENT r QI II / C.L. CURVE DA I:i. = 110.27'43"0.. R = 43.00' T = 61.94' L = 82.90' :,\9 '::i x / ~ ",. TRAcT "A" ro OAK FOREST UNIT ONE x'::iro' P.B. 22, PG. 82 :,\'0 <:, X ........ \ ~') '? :'\" M. A. x GARCIA, III <:, x :,\9 <:, x :,\'?J <:, .... x ;" ~ X ........ ........ ........ ........ ........ ........ ........ ........ ........ ......... ......... '::i" ':' '0 r:)" <:,'0'0 "",. x:,\" L~ ~.'c)i{;;'_''c-;~~8'( ---____1_______ ~ ft ,.,,' <JlI) Q::- II . .s ~tJ ~ ~ I I I I I I I I I I I I \ I I I \ I \ I I I I \ o \ I r'"" I tv I -u rr1 o. \ ~~~ I -u ~ '.P' I \ ~z I ~ -1 ~ \ \ r1 \ \ I \ I I I \ \ \ I I \-z IQ) I~ I ~, o. IV! I (J1-s 1rr1 IN \-l o I 'v1 \ I ~. I I I I I I I I I I I I I \ I \ \ (.Q o o r<) EXISTING ACCESS ROAD -z Q) ~\ O. (J1 Q): rr1 ~\ ~\ o O. \ \ \ 30' PRIVATE INGRESS-EGRESS & PUBLIC UTILITY EASEMENT (TUSKAWILLA TRAIL) PER PLAT 3 6.356 AC. M. A. GARCIA, III LEGEND IT] CONC. PAD WI TRANSFORMER C-w WOOD POWER POLE [mJ] WATER METER . TELEPHONE RISER 0 ELECTRIC RISER ~ CABLE T.V. RISER ct CENTER LINE 0 RECOVERED PROPERTY CORNER AS LABELED @ SET IRON ROD AS LABELED D CONCRETE MONUMENT AS LABELED ~~l WOOD BRIDGE ~~ WOOD WALK 4 3.984 AC. PROPOSED PAVEMENT PAVEMENT TO BE REMOVED LARRY E. & MARY A. BEASLEY UNPLA TTED 2.365 ACRES .: ~t)' " ,r-..... /8 <: N15.45'35"W 5 1.840 AC. ~ '> ~ 0... ~ :::E (f) ~ w ~ o .. 3.0' VARIES 2' 3 11 W .......J <( 3: (J) 3 11 1" TYPE III ASPHAL llC PAVEMENT_I 2' 6" SOIL CEMENT BASE 8" STABILIZED SUB GRADE TYPI CAL P A VEM EN T SECTION NOT TO SCALE DESIGNED DRAWN CHECKED ACCESS DRIVE RELOCATION PLAN APPROVED I . l~ _---f,,~6!, ~/. ~-~t;. / C JOt; M. SIKES, P.E. FLA. NO. 21 g34 IVlUDISCIPLlNE DArE: _~l/I f)/ {/? -II D/ :.> ~..-- ..... ~~9DJ~~~ Blount Sikes & Associates Consulting Civil Engineers & Surveyors 3032 Mercy Drive. Orlando, florida 32808 (407) 894-3804 FAX 894-3805 FOR M. A. BY APPR'D PROJECT ENGINEER DATE PROJECT NO. 3 MAY., 2002 99040.01 ~g SCALE SHEET NO. <.....J 3 Zw ~c:: ,"= 30' OF 8 G: GARCIA, III ~ o o ru 01 o ru ..-1 (T-; ..-1 r--- o .0 OJ LL .rl L LL "'-' m u OJ "'-' "'-' o ~ D.. Q) ~ U <t: ..-1 D.. D.. - ----! <t: :z: >--< LL ;;> OJ 0:: - <t: <t: >--< U 0:: <t: L'J - C!) 3: o - I 62 60 58 56 54 52 50 OJ .---. .rl LL o <t: U o "'-' ~ <t: NO. ~ DATE (3';:" S ~ \)~\ ~ \ ~ <0 \ 'R---SS <:(G' <<\~ if' ~+- ~..~ r ~ () 0.1 \ " '\ \ \ ~' I I ( 0 \ ,,' ~ "- , , , , ""- , , , /( \ \ \ " \ " \ '" \ " \ \ \ \ \ \ \ \ \ \\ " \ \ \ \ \ \ \ \ \ \ \\ \ \ '0: o~\{~\\ ~ ~\ ~o ~ \ ~o:.r \\ \ ~ V, D i\ \ /'! . I \ \ I \ \ /I~ 't~5o \\ ,k,,' ~ I..... 7- " r.r I ~\+3t\. \ \\ ~\ \ r1" \ \ \ \ \~, I \ \ \ \ \ \ \ \ \ :::: \~~o8.o6 \ \ ", \ ~ ~ \ ", \ \ \ ( \ ",'" i\" J:? ~ \ ",'" \ \ I 'f..;go '\ ? ", \ I ~ \ ~ "''''.\ \I~~" -1- \ 'l~ //i " \ 4>' \ ...... -d' ...... l;r~ \\I~ "............ __ _ __ _ - \ ~ ;/' ....iI.I. 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(f) -1- " i'.' U) -1- CD ,,' U) + LA~~RY E. & MARY A. BEASLEY UNPLA TTEO 2.365 ACRES ~ .. .. (',\ \.f) .. r-- ~ C> LO (f) -Z- " .- CO + " '\ ---- --1--__ -- -- ......- s 0.86 % -- - .......... .......... ............. '-- -.J -- r- - ------- -- ...--- ,------ ---- ~- -- ~ ~ "> <t: n.. r-: o (f) o x +UJ o .-- 0 I-- ~ W (f) I-- W ~ <::1.0 3 CON rr. 1-': 0<:0 Z.--' '-' <i.. > W I--~ m (f)W o ~Ol .-- .- <DeD I' ~" "--0 <D\O "<t 0(0 '--0 <D(O o ~U1 .-- .- <DeD 10+ 00 11 +00 DESIGNED DRAWN CHECKED APPROVED/" // ~v;:JI It/. ~% / \ JOH~ M. SIKES, P.r::. FL~ Nq. 215~ ~ c1VIL....OISCIPLlNE DATE: - /~IJ t) II C) ~ .__ 1_ _{ ( REVISION BY APPR'D PROJECT ENGINEER " U). U) -1-", ", / I /' / ",/ 1 / j/'" //1 ", ", / / / ", / / / / / / / / /' / ", ", ", ", / / / / ", / / / / .- <D IJ) + ,,~ ,~<0 otx<0 ~\<0 --"52 ~ +\ \ \ \ I) )1 r ()() ~x ~ I'<) <D IJ) + ()() '\ -1;)X / / / / /' / / / / /'/'/",,{,\O~ / ~\ ~ \ /,"'/ OGr'~~ ",~/ <<--<v\; ~ ~ / /' / c...S- \) , ~ \\'v \..- ", 0-"; ~L ~~"\ ",,,,'" 0<( nSl-- /,,,,'" <(~ ('. ~ \, ",/'" 0\ + \ ~ \ , \ , '\.. " , " ", / ", ", / ", ", ", /' / / ", . " ...... '" '" '" '" '" " " " " '" " " " , tx<0 - 100' V.C. P.I. STr\. 12+20 P .1. ELI V. 60.00 ____ M 0.17 --- 1--- _ "..... \.,J - ---..... ...... ............ ........... r-... ~ / S=t= 0.83 % .' ~;. c . 0..0 . f") 0 > . , Ii ~ LL.J ..J..- . <:: .> ::::><w ::::>I-~ (f)U1W 1'0 co ('oj m .- l!) (0 't co' IJ) + I / 1 1 I 1 1 / / I 1 1 1 I / / / en Z -' ..<<. ~ ~...<\ ~ ~,~\~ . q, \1.- //,/' / / \~- ;; .~ /,t' ~ / //'" ~~ / i --? ",'" 4> <<v . ", / 'l ";;ii .? / '/.:<< ;;.1f>X7 ", ", Ij' < ;<</7 /' I<') ",'" x ...~ ,U) /' / ~ Y /~( ~ ", \-)-_/ ",'" ~O / '0 /'/ OJ / /' / / / /' ", 0)/ /(f // + CD I.{) \ \ \ , , , , CO~ txDCO. \ \ \ \ \ \ \ \ , " " '""" \ \ \ \ \ \ ~ ,,\~ \ \j\~ S \ SS'\ lAGS ()~ << 'f-- ~ 1-1-' o ~ () f.... '\ <Q () (('vIA tx1 -- ~ PAVING, GRADING & DRAINAGE NOTES: ,. EXCAVATlON, PAVlNG AND STORM SEWER WORK SHALL BE DONE IN ACCORDANCE WlTI1 l11E .STANDARD SPECtFlCATlONS FOR ROAD AND BRIDGE CONSTRUCTlON- LATEST EDIT10N, BY l11E STATE OF FLORIDA AND ALL SUPPLEMENTS TI1ERETO. 2. THE LOCATlONS OF EXISTING UTlUTIES, SUCH AS WATER MAINS, SEWERS, GAS LINES, ETC. AS SHO'~ ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST AVAILABLE INFORMAllON AND IS GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, THE ENGINEER AND OWNER DO NOT ASSUME RESPONSIBIUlY FOR THE ACCURACY OF THE LOCAllONS SHOWN. IT SHALL BE THE CONTRACTORS RESPONSIBILllY TO CONTACT ALL UllLllY COMPANIES FORlY-EIGHT (46) HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTlON AND HAVE THEIR FACIUllES LOCATED IN THE FIELD PRIOR TO ANY WORK. 3. THE CONTRACTOR SHALL RESTORE OFF-SITE CONSTRUCllON AREAS TO EQUAL OR BETTER CONDIT10N l11AN EXISTING PRIOR TO COMPLEllON OF CONSTRUCllON. 4. SURVEY MONUMENTS OR BENCHMARKS WHICH HAVE TO BE DISTURBED BY THIS WORK SHALL BE REPLACED UPON COMPLEllON OF WORK BY A REGISTERED LAND SURVEYOR. 5. THE CONTRACTOR SHALL CONSTRUCT PAVEMENT IN ACCORDANCE WITH l11E TYPICAL PAVEMENT SECllONS AND F.D.O.T. STANDARD SPECIF1CATlONS FOR ROAD AND BRIDGE CONSTRUCllON. THE FINISHED PAVEMENT GRADES SHALL CONFORM TO 1110SE SPECIFlED HERE ON. 6. UNLESS Ol11ERWlSE NOTED, GRADE TO MEET EXISllNG ELEVAllONS AT PROPERTY LINES. 7. EXCAVAllON OF UNSUITABLE FlLL AND COMPACTlON SHALL BE DONE IN ACCORDANCE WITH THE SOIL ENGINEER'S RECOMMENDA 110NS. 8. ALL ROADWAY AND STORM WATER IMPROVEMENTS SHALL BE INSTALLED AND MAINTAINED BY THE OWNER IN CONFORMANCE WITH THE CllY OF WlNTER SPRINGS LAND DEVELOPMENT STANDARDS. '\ ~) \/ ~ - - 0...0 n.. II1 ..-' "7 . <D 1.0 W l!) W l!) .....J ;> ~ ;> <:: W <:: W 3 .....J 3 .....J (f) W (f) W ~D 100' V.C. "<t l!) . I' 1.0 P.V.I. ST/. 13+80 P. V.I. ELEV. 56.44 M 0.31 12+00 ~.....'i':iC::::::::::>...... ..r.'..........,....'),......!!..............~....(...............-- . ...~ ............................ .....<>......~. .<!.J....~.i}ai. ..i........ .....i... Blount Sikes & Associates Consulting Civil Engineers & Surveyors 3032 Mercy Drive, Orlando, Florida .32808 (407) 894-3804 FAX 894-.3805 ""- ...... ----\----=.:.................. ...... - .......... ~ ---r-------:: '-' ~ s:=; -2 --26 f:::--- --<'.22 % r-...::. 7 :z ,- .... ...... ......~ r-:-:......... ~ .............. ............ ---r----e---. r--------.:~ __ _ __ I--- ~13--oY---_ __ '"""ir- ~ -~_--'7"- I.LJ % l"- N l!) <D .-- .-- "!lXJ N" r'U1 <Do ~eD men COr....: l!)(O <Did <DLIi L!)Ii') 1.0 Ii') Ii') 1.0 Ii') 1.0 Ii') 13+ 00 14+00 -> W W ;> n.. o I' g + + ;:: --- ~WALE --1'0 . TR ~NSITION .--<(. <:: 1 '''''''''T -z'n/"\T tn I UV. V UV I. U) . 0..1.0 '00 >.. . Wt0Ul ~.-- . <:: .> ::::> <:: W ::::> I-- ~ (f) (f) W ACCESS DRIVE RELOCATION M. A. GARCIA, III 62 o <D . <D LO ;> W W 60 r-: -> . 0.. 58 S 0.31 % r'\ '-' 56 s= it. ee- -%-- - --- --- --- ........ ........ ......... ----- 54 ~O <t:COL!) 3+lfi (f)..q-l!) ~.....,: U~W ZI--~ W(f)w 52 50 .-- ~('oj <DLIi L!)Ii') 15+ 00 PLAN & PROFILE STA. 10+00 - 15+00 DATE MAY, 2002 SCALE ,"= 20' HORZ. 1" = 2' VERT. PROJECT NO. 99040.0' w ~ << z..- ~a. G:a. SHEET NO. OF 4 8 (T) o o C\j CO "';/" ru ~ cY-i ~ r-... o D Q) LL .H L LL +-> ru D Q) +-> +-> o r-1 Q.. 0") 3: D <( <( C\j Q.. Q.. - --.J <( :z: >-< LL > Q) a: - <( <( >- :.J <( '-... \ c..O \0 " "" X 'J'Y / '/ f I I ~ '-" 'x 'JO' " , "" ri:J~/1 /1, I ~ "" ,,~~ , " f I / ,-" 'bO' , "" ~"" I / 1\) 'p '" """" X""" " \ "'''' G.J r;--- ~~\;+~/' , / "" '" "x.//"\."" """ ", ",>~ -\:' II \/1 11/ \ / X 'J1~" "\ """ " x~ < I ui (I , "" // X "" \ "" '" (jj "'t: I '1 ~ 'J~'~ / "" / / '" "il" " "",,' , ,--- ClJ 1\ \ / """" " , ,/ I \ \/ / 0 I" " , '0'01 ;,/},// G... G... I 1\ I\~~{< "" / 1/ ~ 'J1. ~I """ "",,", 'J~~' // '. :; 0 / "", :~l\\':'>" '<,~~''/ / / / ", ", ", ? )("'~~:J- /' ). 0 g I ~':'::::-'" ~y ~~. ?~~ ", / I ~ ", 1- ''y-': '-, t5 / / '< '0 K K I A 'J~(p 'c../.1 0 <:-: ~ \ OA k I .:.,1~ /' !;) '" "~?o' /// ""... ", F I I 'J1. I ( >( .,)/ . 'J':x.. X ''''; 'J~ \ -...; """ '" " () I / I ' ./. 'J~ :rf)\:-::Jb. \ FOR I )< ", I '0," REMOVE \:X I ~ I \ I~ 1 ~ "Jr . I /"" I ~~'" END OF 8" PIPE(2) 1 I 'b I 'b? I '- 1\\ 'J/>.' (~ . \ P I r:- v T / 'O~ /~ """ (",>6 ", INV ELEV=53.57'. Jr(J'J ').b. / x'J' I -........1 \ \1 I \ B1 C"-/J U x'::: / " ........", ~ IX'. I I "" I X II I '" "" 00"",-",, " INV ELEV=53.661 ..AU' I I 1\ \ \1 I '0 · ~ 2 //1 V Tor'" "" ___~~'J'J' "~,, " i n.:~~~. TRAV PT #101 I I I 1 I \ \ ~~. ~ r \ p N r:- t./) / "\" "", . ...A 600 NAIL I /1 / X ?J' / I \ \~\~ F)8JOGE 3f\ f} A \" 'J"-~_,..~"'../ G. 82 C ;' /1 "--- '"'>_ ,<"~',,_ v"'''''''-'_ ~o 0$ ELEV=55.43{ / I' / I 15 I, P /lL ... / Ik V ,\ W4Jbo '" - "" ,," ) " "" \~ 6' II I I I / '1 M I :tr: n ~ i'O f::! 1\ T ?'Qt:-. I ~ '" ",,) "" " . () ~ 0' I I 15"/ \(/'~r'-v :y; 1"'/0) -0 Jt! \ ,<"". :3 :3 '< / if? :.,'<::>, ", '-,- 1\ 1''b ~~:J-a ! / o x'J~?;i / PINE, /1 \ I:,,~ ~ / \ I ~ A ) )/1 I x",. ~ "" "'''- '-', ~I\ rn.\~i"~c ,":0 / F o I, I I "V L \ -. J"" " I \ ~~"" ? \ L- I / 1,1 01 +- I \ / 01 I' '" ~ C.L. CURVE DATA / // I '" "" ~~v "',,~ ~~ ~ ~ k>~':)'O If) I \ I X~ 'I I"" (}l ~ = 18'29'38"\ . // 1/ ?t.~ /r-~--...,_ "" 'Jb.~0 ~~" :) ?%~., l~' 0 f-~X'J REMOVE or-- -------------_J__ \, / I ~!I ;t R = 56.00' i. CONST. 30' -12"16 ~C. PIPE I '< /18+00 ~<t {-, / \='~ -: ".:r ~ ~:o / "- '- / END OF 8" PIPE(2) d " ~-- I I); (j) T = 912' I _(;'l~ 1/ ~.~, 1.....0 I" __..... -_II J--'=- ~'J...;{:; INV ELEV-5317 ~ / -----__ LEV. 54 01 I r 0> L 18' 08' .' \ 17+,,-Vu A .~ y~/" ~Q p- "' ..,,/ - . ' .J:. -- 1\ ..~'-o.J 0' I J?" '-', / """ "' ")J r ,I" I:- ,..,..X INV ELEV=53.15' if) '<'?,r~ - -----; ~ +OQ"""),":OJ___",_~,. ", - - 7- ' /~~"J · /. <$ ~ ", "<'> ~ '-:;;''>JW J~~ if! ---............ -I~ ~ - \ i . \. - "VI:. / ~~ 1 .'5" ~.A - \---- ( 12" ". "-" "'lr~.I~r@: ><? . 0 ~ = 20'10'22" -.J --__ x 'J~--/'" / i ~ ___ . I t-- I -yy ]~t(\ 70 pIN\..... liVe. ~'j"9- ~ II.~' X 'J)' R _ 66.00' is 1/---7~-~\.,~~J/ I i,~,>? t ! ( .cr ."hv.' pf;F--/ _ _'~;N;\...:<J;~---'" 6\,2~" '< _ _ ,<"JJ "0. ,<"~-- ~ _ ~j.~~, 1-- I ~ / I- I '/ . '" "iP.~P."~ __ -- -- _\. .~--------X~~, '____~ ~ '"'( /X'Jb.' / ~ ------~--__ 111-- . ONSi."t34:.- -- ~___------------- -~CONST, ~.O." ?b.. ---.,. 1 '0 ~.~~ ~ I ~ON~l?~:O ',- rIIIINV.ELEV. 53.80 IC......___-~----=--=--::...:/ ><? 10)\ X '\ 'JJ. 'JJ. /2-30' 24"(6R.C.F]. '~(~k-~-~';;'-";;";---""'~ 3Nld . ~/NE ~ X X I W/M.E.S. /.' ?rlJ- "SIJ(<l \ I \ ~ ~hk ,-5>\):O 1 ",,~ ",,~ ... I I, I ~ N34015'13"W \ 295.88 \ \ \ 201 \ \ \ I \ OAK tOREST UNIT 2 \ \\ 200 PLAT BOO~ 26, PAGES 85- 86 \ \ \ \ 3 \ / '9" P/NE T8M #1 4"X4" CONC. MON. ELEV=53.41' 202 "" "" "'- """ """ "" "" "" "" "" "" "" '" 48 60 0 <X) + L() ..-- 80.' V.C. 80.' - V.C. ~ ~ 0 9 . Z I- Q '<t r f'l P.I. STA. = 16+80. 0 >0 U1 CD L' Z N P.I. STA.- 17+60 + 0 . 0 '''' F . t--Err\i:==- 5& 5 G <(- r' + ~tO ELE\. II) o..f- >- to. P.I. 54.57 a.. L() to <(f- .-~ M= 0.20 .- zif) .- 0.. if) .-II) M= 0.2C or--. ~ '> . _Z z u> II) ~~ <( ~<( a:: w <( 0<( o II) f- W!Y: ~ ...J f- Z!Y: ~~ COv w if) enf- if) Wf- >W !Y:> .-l!) o..W ~ ...... >w w D.;-.J SF 0.50.% >w 58 z o f- W if) ~ '> <( 0.. to N"'l I..... 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RT. 53.70 48 <D Il'i ll) .- N co Il'i to ll) l!) 48 r--. ll)m Il'i<ci ll)l!) to r-..m Il'itO ll)LO o ll)r--. ~<ci Lf) .- 00 ~tO L.O t-') ll'!m v . lfl~ L.O r--. r--. t-') ..->..f ll)L.O 15+00 16+00 17+00 ~~.'~.................Je5~ Blount Sikes & Associates Consulting Civil Engineers & Surveyors 3032 Mercy Drive. Orlando, Florida 32808 (407) 894-3804 FAX 894-3805 PLAN & PROFILE STA. 15+00 - 18+63 DATE PROJECT NO. JAN., 2002 99040.01 w ::e< SCALE << SHEET NO. 5 ZC\I ~Q.. 1"= 20' HORZ. G:o... 1. 2' VERT. OF 8 18+00 19+00 ............,.-....- DESIGNED DRAWN CHECKED APPROVED (---;!.t/Y 10 5~~ / I ---.-. JOH~ M. SIKES.. P.E. FLA. )\0.121531 CIVIL J'SCIPUNE DA YE: 'L1 r) 7A I, '. ~._______ 1/ v / '-./ 'i l L--- I ACCESS DRIVE RELOCATION M. A. GARCIA, III NO. DATE ( BY APPR'D PROJECT ENGINEER "-,....__ REVISION (T") o o (\j CD rrl cTi ~ c'ri ~ r-- o D Q) LL .rl c_ LL 4-' CO U Q) 4-' 4-' o .-1 0.. D1 ~ U :z: -! 0.. 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X.'': =-' ,./ '\ ,,' a S1,,5' 45' 35"E 394.20' . j J ) '\'" _ _ _~ro:-,. _ ___ --- \ 'J tI ro D 'Joo'lf a../ \~a / _# .:! x /? _ _ _ _ _ _ _ _ --'>-?. _ _ _ "* _ _ _ _ _ _ - - - --.;-,;- - - - - -"- ~ - - 3 ':J<!> - ~; ~" I i _~~_ -/f:-~~_~--~-rlE----r-'-7==-:'h'---- --~--*"~---- ,_<0' r----- :';-::'OJ~ -~ . ,/'''9 c .' / " x/'/ ". "' - c", _ _ ~ - - - - - c.y.;.,- - - - x,p" ,r _9" /' / ,'/',' /~/' //, ,/ ~/ ,,/.,o' ~ ' .f' / f .":-\?';7/,>(-~/-T,/'~-=7,:;:-/r;:>r~v'"* -'I <Y.'-<5 / ", " ,'/" /'J'O /, Yo / ,'/ " / ' !\. , / /' ,/ / ' / ~ " / ' OJ" /. . ,... .>< _ _~_-'--'~.L-.--- ___-*L~___,_.L_~~/ __/_-L_'*''-'J___-:;__~__ I,~ /~~:::::__~...;., //,' x.. / . / ..../ ....... ........//~<;:>;< . ... ~" pT~M.A':L X * ~ - - - - ~- ~- L u_~;--<'~_ ELEV==59.16' ~oo ""- '" '" '" '" '" '" '" '" '" '" '" '" OAK FOREST UNIT 1 PLAT BOOK 22, PAGES 81-83 . <0 Q) ,,' ...... I I I I I ~ \ \ 46 48 47 121.78' ~o\ bo- " X \ \ ~~ I x'? I a) / a x ",'I> 'J x \ ~~ " a D a , ",':t. D x ~"? ':t x ) 'J" 'J x co It) /l~ // . ~ / . \ / I xf~ / ) J." / / / ~~/ '? 3 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ o \ \ r0 \ tv \ -U 01 o. \ ~ ~~ \ \J ~ ~. \ \ ~~ \ ~-\~ \ ~ \ \ w r<). vtO . 0 v . LOO .r<) f'. f'. Z \ \ \ \ \ \ \ \ \ \ \-z. \(1) \ ~ \ \-> O. \VI \ U', \01 \tv \-.1 o \ 'VI \ \ ->. \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ EXISTING ACCESS ROAD 30' PRIVATE INGRESS-EGRESS & PUBLIC UTILITY EASEMENT (TUSKAWILLA TRAIL) PER PLAT 4 Post Options: Wood 2f Min. 0 Wood 211 x 4" O k 1.111 .111 a 2xl2 Steel 1.33 Lbs/Ft. (l) ~ ~ 0 ~ 0 ~ -+- C) .S Ln ~ -- r-<) C\J Ct:l PROPOSED PAVEMENT -- PAVEMENT TO BE REMOVED DESIGNED DRAWN CHECKED APPROVED ~ ~~//vVL rJt S)~~ (1!.~M. SIKES, P.E. FLA. Nt;) 215~4 CIVl DISCIPL~E DATE: ?-;!io//{J _ ~9~5~~ BI.ount Sikes & Associates Consulting Civil Engineers & Surveyors 3032 Mercy Drive, Orlando, Florida 32808 (407) 894-3804 FAX 894-3805 ACCESS DRIVE RELOCATION M. A. GARCIA, III BY APPR'D PROJECT ENGINEER 45 \ \ \ 46 / / / / / / / \ \ '\ ,,'" x I I I I I I I I I I I I I I I I I 0) It) I I I I I I I I / LARRY E. & MARY A. BEASLEY UNPLA TTEO 2.365 ACRES .~ . .t:j '" ......... !{J ~ .,. ,,'\-' -------)( 1:1-- - - - - - - - - - - - - - -- \ \ -z. Q) ~\ o. U' 01, 01 ~\ ~\ o o. \ \ \ LEGEND 5 D SILT FENCE Optional Post Positions Principle Post Position (Canted 200 Toward Flow) Filter Fabric (fn Conformance With Sec. 985 FDOT Spec'; 6' Max. . Silt Flow ~ E LEVA TION SECTION Note: Silt Fence to be pard for under the contract unit price for Stoked Silt Fence (LFJ. TYPE III S/L T FENCE EROSION CONTROL PLAN DATE PROJECT NO. w3 APRIL, 2002 99040.01 :::en.. ~(/) SCALE SHEET NO. zO 6 ~ffi 1-= 30' G: OF 8 (Tl o o C'\.J r-- (Tl ~ ..-< c'ri ..-< r-- o D Q) LL .rl L LL -+-' CO D Q) -+-' -+-' o r--1 D- Ol 3: D <( U UJ U) >< - ~ <( :z: f-~ LL :> Q) 0: - <( <( f-< U 0: <( tD - tD :5: Cl - ::r:: '01) r--1 r~ LL Cl -:1: u o -+-' :.0 <( NO. DATE 58 56 54 52 58 56 54 52 58 56 54 52 20 DESIGNED DRAWN CHECKED REVISION PROJECT ENGINEER ---- ---- 18 16 14 ~.~~~ 12 10 """'-"- 8 6 ex) . co Ll) ---- 16 26 co o '" Ll) ---- A VG. T P OF BANK ELEV. 5 .5:!: 2- 24"~ R.C. PIPE 15 80 NOTE: CROS SEC~ONA AREA T KEN TO AV RAGE TO OF BANK o '" co Ll) 14 70 4 2 o 2 4 6 8 ~;9i=.5~~ Blount Sikes & Associates Consulting Civil Engineers & Surveyors 1199 North Orange Avenue, Orlando, Florida 32804 (407) 894-3804 FAX 894-3805 ACCESS DRIVE RELOCATION M. A. GARCIA, III 10 12 14 16 18 20 PPROVED /1 ~r-y ;'vH 11L. d~/i~ J ~N !J'. SIKES, P.~. FLA.~.NCX 2153l · IVlL OlsCIPLlf~E DATE: - ~ / tJ / fl.J ....-.-.........--..-..'. / WETLAND CROSS SECTIONS COUNTY PROJ. NO. SHEET NO. 58 EARTH WORK EXCAVATION EMBANKMENT AREA VOLUME AREA VOLUME 34.4 71.6 49.6 152.8 25.4 S F C Y S F C Y 56 54 52 58 56 54 52 58 56 54 52 w :E< C> (\j ..--1 ~., LD ..--1 (Y) ..--1 r-- C> .D (L) LL .rl L LL -+-' ro u (L) -+-' -+-' o ,-; D. en 3: U D:l U W U) x - --! <: z: f---i LL > (L) IT - <: <: f--- ---.l W ~ (j') w ~ -- DESIGNED DRAVvN CHECKED REV1SION -- --- - SECTION 3 -- T -- --- - - - -- - EXISTING O"~ R.C. IPE TO 8 IREMOVED GRADE DI CH BANK SLOPES T MATCH E ISTING SECTION 2 5: SLOP MAXI UM L - - - SECTION 1 o 2 4 6 8 10 12 14 16 18 20 22 24 26 28 PPROVED .~ r1p1~~, 1'1--/. ~A= J.(i M. SiKES. P.E. FlA~1.2.1.53f . IV1L -DISCIPLINE DATE: _ jiil / //! ~ ._._~. I ~ / (;;------ ~9_S~~ Blount Sikes & Associates Consulting Civil Engineers & Surveyors 1199 North Orange Avenue, Orlando, Florida 32804 (407) 894-3804 FAX 894-3805 EXISTING ACCESS DRIVE M. A. GARCIA, III PROJECT ENGINEER 30 32 34 36 38 40 WETLAND CROSS SECTIONS 58 56 54 52 58 56 54 52 58 56 54 52 COUNTY PROJ. NO. SHEET NO. EARTHWORK EXCAVAnON EMBANKMENT AREA VOLUME AREA VOLU M E S F C y S F C y DATE AUG., 2002 PROJECT NO. 99040.0' w ~ CD SCALE ZU wlX ;J x ,"= 2' HaRZ. & VERT. LL 8 8