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1997 03 24 Regular Item A
COMMISSION AGENDA ITEM A REGULAR X CONSENT INFORMATIONAL March 24. 1997 Meeting MGRJV;EP~ Authorization REQUEST: Land Development Coordinator requesting Commission action on the recommendation of the Staff Review Board that The Oaks Subdivision Final Engineering be approved with stipulations. PURPOSE: The purpose of this Board Item is the forwarding to the City Commission, the recommendation of the Staff Review Board that the Final Engineering for The Oaks Subdivision be approved with stipulations. This property is located north of Edgemon Avenue and approximately 500 feet southwest ofSR 419. APPLICABLE CODE: Section 9-73. Form and contents of final development plan. (a) The final development plan and plat shall conform substantially to the approved preliminary plan as approved and shall include all conditional requirements specified by the city commission on any conditional approval of the preliminary plan. The subdivider may propose only a portion of the area of an approved preliminary plan for final development should that be desired. Whenever developing only a portion of an approved preliminary plan, that portion being developed must be engineered so that section is not dependent upon further development to ensure adequate drainage, sewerage, water and other improvements. (b) Additional engineering/plans to accompany the final development plan/plat: (1) Potable water including fire protection systems. (2) Sanitary sewer. March 24, 1997 Regular Agenda Item A Page 2 (3) Drainage and stormwater management facilities including underdrains. (4) Bulkheads. (5) Excavation and fill. (6) Sidewalks, bicycle paths, and bridle paths. (7) Streets and curbs. Street grades and elevation shall be established to minimize the need for underdrains. In soils where high groundwater is found or suspected, cuts shall be minimized in order to reduce the need for underdrains. Wherever along the proposed roadways projected groundwater elevation is less than one (1) foot, six (6) inches below the bottom of swale (or bottom of road base where curb and gutter is used), underdrains shall be required. (8) Soils explorations. The results of comprehensive soils explorations, evaluation of results and recommendations by a city-approved soils engineering and testing firm. The soils explorations work shall include as a mmlmum: a. Results of borings located by survey at suitable intervals along the proposed roadways; classification and properties of soils encountered; and groundwater elevation to United States Geological Survey datum found subsequent to making the borings. The evaluation of the results and recommendations by the soils firm shall include as a minimum: Recommendations on the type of base construction; projected high-water elevation to United States Geological Survey datum along the proposed roadways, need, design, size, location, depth and details of under drains; and a recommendation on the elevation of street grades including depth of cut. The results of the soils work, evaluation of results, and recommendations shall be incorporated into the plans and specifications submitted for review. March 24, 1997 Regular Agenda Item A Page 3 b. If during construction of improvements, the city determines in the field that soils and/or groundwater conditions are found to be different than shown in the data submitted with final development and engineering plans, or there is question about adequacy of the approved plans caused be conditions found in the field, the city shall have the right to require the performance and submission of additional soils work and/or to require modification of the previously approved design plans including, but not limited to modification of street grades and/or installation of additional underdrains, use of soil cement base course, or other modifications. (9) Lot grading. At the time final engineering plans are submitted, lot grading and drainage plans shall be submitted for review and approval. The plans shall show minimum floor elevations for all homes, existing topography, grading of all lots, and any drainage improvements proposed or required on the lots. The lot grading and drainage plans shall show the lot lines, existing topography (one-foot contour intervals), and proposed lot filling, grading and drainage at a scale of one (l) inch is equal to one hundred (l00) feet (or larger) in general accordance with FHA standards for lot grading. Substantiating soil borings, evaluations and studies shall also be submitted to document soil conditions, projected high-water groundwater elevations on the lots, and adequacy of the lot grading and drainage plans. (l0) Street lighting plan, demonstrating power company participation. (11) Landscaping plans. Where site is commercial, industrial, or multifamily in nature, landscaping plans shall be presented along with the final development plans, unless specifically waived by the staff at the time of processing the preliminary plan. Sec. 9-74. Action on final development plan; expiration of approval. (a) If the developer elects to request approval of a final development plan separately and prior to approval to record the plat of that development, the city March 24, 1997 Regular Agenda Item A Page 4 commission may approve such final development plan if the plan is in substantial conformity with the approved preliminary plan or a subsequently approved preliminary plan or a subsequently approved modification to the preliminary plan. The final development plan may be approved if it complies with all relevant regulations included in this chapter. Approval of the plan shall be subject to fulfillment of all conditions specified by the city staff and sanctioned by the city commission. Action to approve a final development plan shall be taken by the city commission within thirty (3) days after receipt by the city of the complete plan with all supporting data required by this chapter. Sec. 20-361. Time Restrictions on approval. (a) After the applicant has submitted a final development plan for all or a part of the planned unit development within twelve (12) months of the date of the city commission approval of any final development plan, the applicant, owner or developer shall commence substantial development according to the final development plan. For the purpose of this section, "substantial development" shall be defined as follows: (2) Where the final development includes more than ten (10) acres but less than twenty-five (25) acres, eighty (80) percent of all roads, utilities and drainage facilities, plus thirty (30) percent of all buildings must be completed. (5) The final development plan approval shall be declared null and void if substantial development, as specified above, has not begun within twelve (12) months from the date of city commission approval of the final development plan. A time extension of up to twelve (12) months may be granted, upon a showing of good cause, if requested by the applicant and approved by the city commission. The determination of good cause shall be in the sole and absolute discretion of the city commission. If after an extension of twelve (12) months hereunder, substantial development has not been started, both the final and preliminary development plan shall be automatically declared null and void. Provided, however, this shall not effect the zoning classification of plats March 24, 1997 REGULAR AGENDA ITEM A Page 5 recorded hereunder. A final development plan which has been declared null and void by the city commission shall not fulfill the submittal requirements delineated in item (1) of this section. (b) These time restrictions have been established to promote the orderly and progressive development ofPUD districts and to protect the public interest. In accordance with this purpose and intent, the planning and zoning board may recommend, and the city commission may approve variances from the definition of substantial development provided that such variance and reason for such requested action are presented, approved and recorded at a public hearing before the city commISSIon. CHRONOLOGY: November 11, 1997 - City Commission approved Preliminary Engineering! Final Development Plan November 12, 1996 - Final Engineering Plans received March 6, 1997 - Staff Review Board convened FINDINGS: 1. The Staff has found that the Final Engineering conforms substantially to the approved Preliminary Engineering/Final Development Plan. There are stipulations to this that will be addressed in the recommendation section. 2. The developer is requesting that the Final Engineering be approved prior to the recordation of the plat. 3. Final Engineering is not presented to the Planning and Zoning Board. This plan was presented to the Board during Preliminary Engineering review. March 24, 1997 REGULAR AGENDA ITEM A Page 6 CONCLUSION: The Final Engineering, as presented, meets applicable code requirements. The Staff has added stipulations addressed in the recommendation. RECOMMENDA TION: The Staff recommends that the Final Engineering for The Oaks Subdivision be approved with the below listed stipulations: 1) Allow the platting of the subdivision to be done at a later date. 2) Satisfy those items addressed during Staff Review and spelled out in Staff comments (developer has those comments). 3) That the wall and entry be approved contingent on the City Engineer approving the wind load calculations. ATTACHMENTS: March 10, 1997 - Staff Review Minutes of March 6, 1997 with accompanying Staff comments - Final Engineering Plans COMMISSION ACTION: March 10, 1997 To: City Manager Staff ~ Land Development Coordinator W From: Re: Staff Review The Oaks Subdivision The above referenced was held on March 6, 1997. A. Land represented the project. Staff members present were Alamina, Jenkins, Lallathin, LeBlanc and Lockcuff Please see attached Staff comments. Move by Jenkins that this project be recommended for approval, with Staff comments, and be forwarded to the Commission for action. Seconded by Alamina. All voted aye. MEMO FOR RECORD March 5, 1997 Don LeBlanc, Land Development Coordinator ~ From: Re: Final Engineering Plans The Oaks Subdivision The only comment offered at this time is: The City shall be notified as to to the proper disposition of the gopher turtles once the decision has been reached as the steps to be taken. MEMORANDUM TO: Don LeBlanc, Land Management Specialist Don W. Houck, Building Official Q~ FROM: RE: Final Engineering Plans for "The Oaks" DATE: March 5, 1997 1. Since sidewalks are not shown other than their inclusion in the "typical street section" of the "Paving and Drainage Detail" sheet it should be stated as a general note that sidewalks shall be constructed throughout the subdivision with handicapped ramps located at the intersection of Shepard Road and Lisa Loop. 2. No street lighting plan has been submitted. Please request Florida Power to provide us a lighting plan. 3. No design for entrance wall has been submitted. DWH/alll DWH/landmana/0082 CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 February 28, 1997 Albert L. Land, Jr., P.E. Land Engineering Company P.O. Box 180958 Casselberry, FL 32718-0958 RE: Final Engineering Review - "The Oaks" Subdivision, Plans Received February 19, 1997, No Seal Date. Dear AI: The subject engineering plans and stormwater calculations were revi ewed and found to be in. general compl iance wi th the Land Development Code. I have no further review comments on this set of engineering pI ans. I recommend it be forwarded to the Ci ty Manager for submittal to the City Commission for approval. If you have any questions, please give me a call at 327-8397. Thank you. /~k~ Mark L. Jenkin~~ City Engineer cc: Public Works/Utility Director Land Management Specialist Al Land, FAX# 331-7542 WINTER SPRINGS UTILITY I PUBLIC WORKS DEPARTMENT 110 NORTH FLAMINGO AVENUE WINTER SPRINGS, FLORIDA 32708 Telephone (407) 327-2669 Fax (407) 327-0942 February 24, 1997 TO: Don LeBlanc, Land Development Coordinator Kipton Lockcnff, P.E., Utility Director J?Y FROM: RE: Final Engineering for The Oaks We have reviewed the final engineering for the Oaks Subdivision which were signed, sealed and transmitted February 18, 1997 and have found all previous comments satisfactorily addressed. The Developer has sufficient water and sewer capacity for 20 single family homes. Additional capacity will have to be purchased at the time ofDEP permitting. Reservation fees have been paid on the 20 ERC's through September 30, 1997. Reservation fees will continue to accrue until the DEP construction certifications are complete. The capacity charge is $2,282 per lot. Prior to the completion of the DEP water and sewer certifications and acceptance by the City, we require one set of as-built mylars, two sets of prints, and a Bill of Sale containing a cost of improvements and two year warranty. Arbor permits will be required for the site work and also for each lot. We recommend f"mal engineering approval for The Oaks subdivision with the aforementioned stipulations. cc: Engineer File ..- FIRE DEPARTMENT 102 NORfH MOSS ROAD WlNTER SPRINGS. FLORIDA 32708 TELEPHONE (407) 327-2332 FIRE AND RESCUE SERVICES MEMORANDUM To: From: Date: Subject: Donald LeBlanc, Land Management ~pecialist J/E7T ~ Timothy J. Lallathin, Fire Chief ~ / /'~ January 7, 1997 The Oaks Subdivision, Final Engineering The Fire Department has reviewed the plans on the above referenced property as submitted dated 2 January 1997. Previous comments have been revised on the plans and no additional comments are required at this time. The Fire Department has no objection to the proposed subdivision. cc: Deputy Chief O'Brien -:; (-', TO: Don LeBlanc, Land Management Specialist FROM: Glenn Tolleson, Operations Bureau Commander DATE: January 6, 1997 SUBJ: Staff Review Tuscawilla Tract 15, Parcel 3, and The Oaks Subdivision. OP 01-97 I have received the memo and inspected both Tuscawilla Tract 5, Parcel 3, and The Oaks Sub~ivision and have the following comments; Tuscawilla Tract 5, Parcel 3; 1. No provisions have been made with DOT for SR 434 for entrance and exit. 2. A wall fronting SR 434 in place of Landscape buffer. 3. Stop sign and bar at Sr 434 exit, stop sign Street A Lot 1 west bound, and Lot 80 south bound. 4. Speed limit sign 20 mph street A south of gate. 5. What provisions have been made for construction vehicles entering and exiting, I feel that the Vistawilla entrance would be appropriate for this. The Oaks SUbdivision; 1. I have no other comments at this time. /'\ ( '..1 ',.- .~ " . ~ . .. .. . , OWNER L & S DEVELOPMENT, INC. 1190 N. 'FAIRWAY DR. APOPKA, FL. 32712 PHONE: (407) 889-8456 . SURVEYOR CITY :Ii' "., / ".. CA VONE, INC. 300 SOUTH COUNTY ROAD 427 LONGWOOD. FL 32750 PHONE: (407) 830-9080 FAX: (407) 339-3636 ENG INEER r LAND ENGINEERI'~G CO. ': ~ , . OF _~". ..,........_...-___'r__,__.'--:~ ... LAND ENGINEERING COMPANY, INC. CONSULTING ENGINEERS 528 Lighting Trail,: Maitland, Florida 32751 Phone (407) 644-6090 VVINTER , ---'--"~---"- ".......",':'., >'- SPRINGS, i i L SEPTEMBER 1998 'f tJ) ---\ ~ -\ f'\ ?J o ":P CJ ;~ " . <"; -?>. ...U!1i1~illn~l.~~iW; h~ ,~ SIT.E, ',"' ~ , <'\J 0) ~ ~ t. ~ SR 434J '. a '2 <( O' · 0 .,~ lU Q: l.L.J> <.:> <( V) i, a (.f) , . lU 0 ~ WI N TER SPRINGS I . i. .; '. LOCA. ION MAP Prep&red By: i . . . ~~_._..... . FL PAGE 1 2 3 4 5 6 7 8 9 10 ,.,_._,.....,.......,...~_.---....._,------ I INDEX OF PLANS DESCRIPTION COVER sHEET PAVING AND DRAINAGE MASTER PLAN WATER, SEWER AND REUSE MASTER PLAN LOT AND BLOCK GRADING PLAN SHEP ARD ROAD - PLAN AND PROFILE USA LOOP - PLAN AND PROFILE PAVING AND DRAINAGE DETAILS CONTROl. STRUCTURE AND POND DETAIL WATER SYSTEM DETAILS SEWER SYSTEM DETAILS I f , ... codfile: ooktp.dwg }' _,.if "- \ 89 \ \ Y ./ " \ \ \ / ''\ '/' ~------ -.- \ / ~- ./ t' ~ A)l'-t: ,\, <", ':".:9 (1': +. ',,", 'J' C' , THE OAKS SUBDIVISION LEGEND / 39 ,/ /'.. '1) \ qO \ ,,-/ 'tll, ,,"'~~~ . '".' "--, (,\. , I. " " ."V\'~ I>-(~':: '\ , t....~S) i,'.) " .,',-' "f.. \,,\\,: ~(}'). \-")" , / \ '\ / , 38 .:!::o @ PROPOSED DRAINAGE INLET PROPOSED DRAINAGE ,JUNCTION BOX PROPOSED DRAINAGE LINE PROPOSED MITERED END SECTION EXISTING DRAINAGE JUNCTION BOX EXIS TlNG DRAINAGE. UNE FlOW DIRECTION EXISTlNG GRADE ELEVATION EXIST TOPO UNE JUNCTION BOX ,,- CKI @ , "" 91 '\, ", \ '" ( \ , / 37 ,'" ",' ;/2 " , , " ~: ~"\ ;j) "';. ~J'. \" ~ 48.20 , .~--, J.B :u \. , ./ \ \ \ ", ,/ \ \ ':14 \ / .'.f .,// ,., \ \ //. ; I , I , \ \ \ \, , \ , \ // ./ // ,.. '. -' ./ INLET 16 STA 0+49.00 TVPE 2 TOP EL = 44.73 INV EL "" 40.81 fRACT 1 r,NI[OO . ARMS PLA T BOOK ti, PAGE 86 \ \ \ \ \ \ \ , \ \ \ \ ../' H:: J.' /./' SAW CUT EXIST ROAD AND MA TCH PROP ROAD Vt1 TH EXIST ROAD INLET 17 STA 0+49.00 TYPE 2 TOP EL = 44,73 NW 'NV El .. 40.75 NE INV El "" 40.50 \ \ \. 1 / 34 '" /. EXIST STORM WH tOP El. '4~ 76 N /Nv 40 ee E INY, 4Q.6J INLET 18 STA T'YPE 2 TOP El .. 44,84 SW \NV EL = 40.43 NE INY EL ... 40.43 \ ,/ ,.-' / ../ :1b ,,/ v .31 / / / \ \ \ '" , 28 -- - - .:== ==== - ~ ::::=: - - -', " -- , ~ --'- .~ -r - - ~' -- ....:~--- '-- l. . 1 - 1'It"-x W-""'AL ."1t:C:P-' - IS' Ok4INAGE; E"SElIEt./T R[CORO[D IN L. OR BOok a~ PAG[<; 39'5- 3% ~~ UllUTr (ASOIfNT '- ---- \ \ \ \ / // , I \ '\, 9,1 / '-... / '" .-- -_.- "\ \ \ A = 07"51'17" R = 2341.83' ARC = 321.05' CH.= 320,79' CH.BRG.= S 30.58'26" E 32 ,/ -- lJiJ ,/ ! " " .,/ ./ '" ... 1..(", -;'--J I~' '~ r: ..- ~, '"7 -4>,) o 101 \ ---~ " .--~~ TRACT "D" \- U"~ \, " 'J' 'i\'b. ?- -0 ~ ~o V' /- ~ S. -Yo (1 \~ ';, F>. 0. C' o "" ' 1:> \ ~ >:j) ~ \ "Q <., , 'c ~. 'V '~. 0 'J' \. ---- I / I / -- WETLAND --.-/' SHWL .. 40.8 - TAKEN FROM H.W. UARK ON TREE PER s.Rwt.f 1"'; ,. L , , f': ~..~ \ (.) .l> .; .. ,. 30 ,.--- ,-- \ iO~ -_/' - CONSERVATION EASEME.NT DEDICATED fo TO 5T JOHNS RIVEt< WATER MANAGEMENT 'r'~OVERf'LOW STRUCTURE (SEE DETAIL) , NORTH ORLANDO RANCHES SEC. 11 PLAT BOOK lS PAGES 22-23 HOlE; AU. DRAINAGE EA9EWOCT AHO SntEET R1GH1'S-a WAY SHOWIIN ~ SAID Pl,AJ HAVE ~ VACAl[I) PER O.R. BOOK 1170 PAGES 1I1l . 183 \ TRACT .~ /\ \ " E" 104 , 1 C):'. 7 \:)6 ~- hf.E.S IHV' ~ - 40.08 ~L.ET '5 STA 2+17.5 1'IIPE 1 r.oP EL . 44.67 SW INV EL ... 40.20 NE INY EL - 40.20 / \ A = 0~19'06" R - 25,OCK ARC = 4.0-X, CH.= 4.06' \ CH.BRG.=S 50'd~8" w ?\, ',)-,1 '" '" .'.., ., t 'ArO "./ :--, o1.~Arb'" / ~,. \~,~ " r / " E- N 80"8"~ '225 00 _ .---- K ~9 -- --- \JNE aLOC ..- sou1l-'tR\.. '( / /.-.' ._--0 " / --- / -' " / \ \ " / \ L.__ CiiY OF WINTER SPP1NGS PROPERTY BLOCK "e" , D.R MI TCHELL'S ':>URV[Y. o~ lHl LFVY GRANT ON LAI<J_ Jl S<.,UP PLAl BOOK 1 PAGE 5 ~ " " SOIL GROUPS 6 A 10 0 B 0 20 BID , , '<./ !f? !.~ c:y ~ qj I.,a ((j~~ /(~ /< / GENERAL NOTES A = 12.48'39--- R = 1715.00' ARC = 383.46' CH, = 382.66' CH.BRG,= N 28.49'39" W '\, ", /' ;of'~ .'), ~ '-'> . .~ ~ ~ RV~- - ~X O~ /'~. G / '",. ~ ,G~ . :\.... ~~ <'. ~ " ~ R~~ d~~ ~~'\) 0'( ~t ~o ~~:\t'l ~~~(,., <l ~(j- "'~~. ,f'~ ~ ~ ~~to~~ ~~~ / . ,'l ~~'\ ..~() ~.~~ ~ /~ ~ '" (,0 ~ ~v#~ / ~/r.l~',-'" ~~ ..'tl.~o ,c,~G./ '" \,. ",'- .,..~t\) -.(t.CT' ~ ....:f',-cp, ...." ,- ~.... "~,,t!'. ~ ",'- / ". ./ ~ '" .; / ,- /'. / '/ ./ // / / .. \ ~ INLET '1 ST~ 0+70.00 TYPE 1 Top El - 44.10 SlNv EL .. 40,56 NE INV El ,.. 40,56 1. All STREET CORNER RADIUS SHALl BE 25' UNLESS NOTED OTHERWISE 2. EASEUENTT FOR RETENTION AREA TO BE DEDICATED TO HOMEOWNERS ASSOC. AND TO THE CITY Of WINTER SPRINGS. 3. RESTRICTIVE COVENANTS SHALL STATE THAT THE CITY WIll NOT BE.. RESPONSIBLE FOR ANY DAMAGE TO FENCES OR LANDSCAPING IN DRAINAGE OR UTILITY EASEMENTS 4. INSTALL TURBIDITY BARRIERS NORTH. NORTHWEST AND WEST OF lOTS 4 THRU 12. SOUTHEAST or LOTS 1 Tl-IRU 3. AND NORTHEAST OF DENTENnON POND AND SHEPARD ~O. DURING CONSTRUCTI~. [5. TRACT "E" TO BE RESERVED FOR FUTURE DEVElOPUENT 6. vEHICULAR ACCESS RIGHTS TO SHEPARO RD AND EOGEUOND AvE FROM LOTS 1, 2, 3. 16. 17 AND 27 WIll. BE DEDICATED TO THE CITY or WI"4TEP SPRINGS SCON'T -TR,qCT~c''Nor INCLt.lDet:> rN srO~MW~"'EI? SYSTE/"7 DESIGN 7. WATER TABLE ElEVAnONS W1U BE TAKEN IN RIGHT-OF-WAY AFTER FINAL GRADING. UNOERDRAlNS WILL BE REQUIRED IF' SEASONAL HIGH WATER TABLE IS HIGHER n-fAN 18" BELOW THE BOno.. OF ROAOWAY BASE COURSE. rHE CITY ENGINEc~ WilL /"'JAKE rHE Ol!C/5/()N \ Rl!'t;.l1IUJlNG .wSrRJ.umtW OF {.IA/lJt'NB/NI/J/$ /!lIi.f6P OAIIf/Rr6If rAU R~S"i 1'5. 8 lliE NEAREST 100 YR. FlOOO ZONi! AREA IS Lit' -:JESSUP AT , ELEV 1 to APPROX, C>OOO FtET NORTHEAST. I i I I \ \ ~ I ~d- \ ~-i \ , 00 <of>. ,,~ '\ .' 'O~ ; .bP ~':JA TYPE 'C' INLET TOP EL = 44.00 INV El .. 40.62 2. TWO (2) v.t:EK "CURE TIME" ON ASPHALT REQUIRED PRIOR TO FINAL MARKINGS iNST ALlA TlON. \ \ \ \ \j~G 0\\; <() ~~~ INLE T #J Sf A 10+17.00 TYPE 2 ToP El == 44.49 INV ~L Ie 40.72 - INLET '4 STA 10+17.00 TYPE 2 TOP El :::: 4449 NW 'NY EL - 40.65 NE INV EL '"' 40.40 CONTRACTOR TO REAUCN SWAlE AS NEEDED SO AS TO NOT INTERFERE WITH PROPOSED SIDEWALK, SWALE SHALL UAINTAlN EXIST FlOWUNE GRADE. (TYP BOTH SIDES OF ENTRANCE) @ 9. All R.C.P. JOINTS SHALL BE WRAPPED IN ~ARAFI. flLL f? C P PIPE SHALL 8E CLASS 3. \ " \ \ \ \ TRAFFIC NOTES \ , " " " 1. AU TRAFFIC CONTROl SIGNS AND STRIPING ~UST BE IN ACCORDANCE 'Mlli CITY OF WINTER SPRINGS REQUIRE~ENTS AND MUTeD. '\... '.., ", .... \ \ \ SOIL MAP 3. ALL STREET SIGNS TO BE INSTAlLED PRIOR TO ISSUANcr OF BUILDING PER~I TS. 4. AU MARKINGS ARE TO BE THERMOPLAsnc WITH RAISED PAV[~r.NT MARKERS WHERE APPUCABLE. 5. ALL SIGNS SHAll. BE ERECTED Ye1TH BRACKETS AND CONCRf Tt. ADDITlON.\U Y. THE BACK SlOE or EACH SIGN IS RfQUIRED TO HAvE THE DATE or INSTAllATION STENCILED ON IT (MONTH/YEAR), IN ONE (1") INCH FlGURES USING A LONG LASTING FLAT BLACK PAINT. S TWO-WAY BLUE REFlECTlVE MARKERS SHAU BE INSTAUED IN THE CENTER OF THE DRI"'NG LANE NEAREST EACH FIRE' HYDRANT. ,/ \v / /' /' /// ,//// / / LAND ENGINEERING CO. CONSULTING ENGINEERS 528 UGHTNING TRAIL MAiTlAND, FLORIDA .32751 PHONE: (407) 644-6090 THE OAKS SUBDIVISION CITY OF WINTER SPRINGS, FLORIDA /' SCALE 1"=60' PAVING AND MASTER DRAINAGE PLAN / ORAWN BY; W.S,L. OA TE: 1/28/96 SHEET 2 Of 10 \ \ ,~ / .. . ..y /' \ \,.~. ,- t~~t.~ ~O.08 X( \ \ ~ - IN..t.. 15 P i\"~~~~" . . \, . \.. S'fA 2+17.5 7' ",- . \ TYPE 1 ,# .,. /' V / '-- 6. == 09-'1 9' 06" . \ toP EL = 44.67 ~;-' '\~/' ./ ~ . ~. WINy' EL '" 40.20 v /, ;;-~, / / R = 25.0' , // ..NE illiV FL :: 40.20 ~\>-'- \;;" \,~ ARC = 4.0 " ___ r ."\'; ~~:). '\ /. "\, ,y, CH- 40h' '-,> ~(~~:.. 'tr',:,/9'- ./ ~4>'.j) /' C~:BRG: ='~ , \ ~ ,'7 ,":' ~... /' 4().:14 I ~\\/ ~ /"\..' .' ~1 & \, ~,i'(.'" ,// /' INLE T ' 12 \ . ~f- . // ./ STA 0+ 70.00~-t~...- Type- ':~,. .. ./ ;...r L 1 ,\'0 ..;.J', _ '\ ___. / TOP El = 44.10 "\''',' ()~ /' "./ / ..'1...1 SW tNV El = 40.51 ..,.:.'- .'16-\~ ./, / N~NV El - 40.~1 ,~<.. -:;;.' / /' /. c'" .-1,1-'" / .;:-f/;i, . ',.. ,..'/ ~ ,,'" ,. .,;' '\~' -<..' .../ ./~"2-90 /. . fvJ'- / ,~/. ," /.-- .,~~ ~p . ./". .\ I)" .. ..- . ~/. r .' /,'" /./, c.r<:.- r:;" ',-'-I:.. rj/"- /'~/ A;7Y / '\../ . \.\ . t>l'9- / ,- ~.. ,/ /' ,-"~ . ;< ,","'-" . \ \' -c .-1'"...../ /' ,,\\ " ... " ~...~ / .r.. /.{l. .~/ /;:;:,..~ / / <~'..> . ;.\ - ~ "'I)..... '" ..~ , c,. /' ,.. 4~' ~ ./ ~ , t X' .\-~ .(.) . /' ..,g -~U' \ (" \), . \""v /' c..'\~ S .. " \ / v~;C ..... \> ()~ "''r~V./ . 'j" /' ,/ /'~-- INLET (11 / /' STA 0+ 70.00 T't'PE 1 TOP EL "" 44.10 S \NV EL '.. 40.56 NE INV EL :: 40.56 , \ \ \ ,. ..-/ \ ./ .'3'~ ./ \ THE OAKS SUBDIVISION / 5'1 /' ../ \ '\ y' ~-- / '\ \ . ",\!') to"' , e:j , t>-\..{.~ .,\ '~.' '" (-~. '.J.' - ,',~.....- ~"'\' /).'., "i l'" -. C ',f. \" <,>,\..- !'\ ....... ... ~ 0-0) J" / " 'I.~; ., , . '. ~, ,', ).., ,'Y1, ,_ r'~ ./' / ..,,' \ ./ ? , '. v 1;;-, " '" .// I i ? 7 .J. j: l~ -, \ ,:~'.~ :-;;. .~. \ / , , 41 b' ..,,~ . . ''JU I'-1'S'Z '/....) \ I . . '0 .,: (J ~ ),J' ::14 ,[ i j I , // ..- / \ \ , \ \ // ,/ EXIST ROAD /~ ~~~T 18 TYPE: 2 TOP EL '" 44.84 :; N INV EL "-' 40.43 NE INV EL :: 40.43 / \ _\ ./ .// INLET If> STA 0+ 49.00 TYPE 2 TOP E.L .= 44.~ 3 INV EL =- 40.81 rr-. 1 "T ! ~\'1/Fi..,=, ~'!lRM', PL ,1 T BOOK h ,JA(,E 8:: \ \ \ )0 "1, -, ....',.. ..I.. \ ........ ,..-/ I : F) l ."'''' r' ,) _ f-', I .~ L) \ \ \ . \- j \ ~ V,Cu)( ~ f-..;CF (oJ 5' 'N ~ , ./ // '-'j '-- / /p>-- '\.. , \ , \ ,/ / '/ 51 " -- '.~ ~ '-l---~~-- 'I' ,.. A .~ '""'..'\1 ~,; I 1~' f'fiJYNAG[ [(SElAEN- ~'_ L_ 15' "11 O.R BooK 1205 PAGP.,~:~.'.'\'~!./) ~ v Li r, f.A"<:l.CfN r . //~~ - a_.___ -_.~ " ,,.-' , , , --- " / T~~"IJ"~ '. :IN .)th v"-' 11:"; ~.)~tv<t ~.[[,: J~ il~' ,,' '-'1 .KI~'V~ I.IVI'R Wt-Tlr:.. MAt.j,\tiC~JFN; ~ \ , .. "'1 / / \ \ \ .-- " ~ :~\.". 0> '... (l) "". \>> C):l \ \, ", 2B ',\ I ,I " ". 1 " <, ,..-:, I I Y.", / /-" -t I- - I . -.---- WE TLAN 0 ~ ,~ I {~ '- .l,~ ;. " U ~. '.I , SHWL =< 40.8 - TAKEN FROM H.W. t.to\RK ON TREE PER SJRWM ", ... .... .... \ . I , . i; ", '\ \ \ CONSE.RvAkIN [A',!~MU~( [,t.G; fI ilC' ~ [0 ST JOHW, f..:Vf,-<r'-I', :',;.,' MA~."'.,: M!:.N [ 'r'~OVERnow STRUCTURF. (SEE DETAIL) NORTH ORLANDO R tV~ CHES SEC. 11 PLAl BOOK 13 PAcrs 22-2.3 NOTE: ALl OR~AG( EASEWENT AND S~l RtGHIS-Of WAY SHO" ~ SAI(., f'lJI,T HA\IE &UN "'''CAT'f:D PER C.R 8()()1( 1170 PAGES 162 ok 183 ..... '. I ~ . -, ...... 'fl'ft ~ '-' . , ^ 1[- 'CL ' N 0 '-- V V'... i . A ; ---.._...___. ---- \ --- ~'- ._~ F;4 .c ',. ( \ I J ) 1(Jt, / I \. \ '1 "7 ~..- \ ...... .t ~ . . tJ.V . 1.:r,A-'A / ~ 6 :. r:1~ IJJ) , " .., .' r- .. l 80.'8"~ 1'1 225 00 . ,. .- ,...r.~ ~9 ._- --UN( BLvV" -- SOU\\-lCR\.. '( '" / 0' .. " .... . / '" / \ \ / . 4.,. !f? It C)"J qj j,' \:) l<j /~Jf !~ <- / u__, '---- ----... .~'i 'l;F WIN n~. 'PRNG,)-' ----. i"kOPlY [,' eL' .' .'K ".~~" . [' R. 1,,( 1 CHU..,,') '.'.1'\ VEl'. l'f : HL L~ \Y '.,RAN! UN ',~Kt. Jf- ',SliP P:,!l., T 8()(;1o( i P AGf. ~, '\ \. ''''. " 6 ~,12.48'39"-. R = 1715,00' ARC = 38.3.46' CH.= 382.66' CH.BRG. = N 28.49'39" W GENERAL NOTES '\ \/~ 1. ALL STREET CORNER RADIUS SHALL BE 25' UNLESS NOTED OTHERWISE 2. EASEMENTT FOR RETENTION AREA TO BE DEDICATED TO HOMEOWNfRS ASSOC. AND TO THE CITY OF WIN TER SPRINGS. 3. RESTRICTIVE COVENANTS SHALL STATE THAT THE CiTY 'MlL NOT BE RESPONSIBLE FOR ANY DAMAGE TO FENCES OR LANDSCAPING IN DRAINAGE OR U TIl.ITY EASEMENTS 4. INSTALL TURBIDITY BARRIERS NORTH, NORTH~ST AND WEST OF LOTS 4 THRU 12. SOUTHEAST OF LOTS 1 THRU 3. AND NORTHEAST or DENTENTlON POND AND SHEPARD ~D. DURING CONSTRUCTION. [5 TRACT ftc TO BE RESERVED FOR FUTURE DEVELOPMENT . 6. VEHICULAR ACCFSS RIGHTS 1CJ SHEPARD RD AND ED~Et.AOND A.JE. FRdM LO TS 1. 2, 3, 16. 17 AND 21 WILL BE DEDICA Tf D TO THE CI TY OF WINTER SPRINGS. 5.CON'T -TR,t:}CT E NOT INCL.UDEOTN STORnw~t'ER SY5TE/'1 DESIGN 7. WATER TABLE ELEVATIONS WIll BE TAKEN IN RIGHT-or-WAY AFTER FINAL GRADING. UNDERDRAINS WILL BE REQUIRED II=' SEASONAL HIGH WATER TABLE IS HIGHER THAN 18. BELOW THE BOTTOM Of' ROADWAY BA.SE COURSf. iHE CITY ENGINEE~ WILL MAKE THE oeC/5/0N .... RcG~/U)JNG .DV.5T.qtLiQT/())./ OF tlAlOCKB/?!I/A/5 f/JIi.{,6P ow H/R7&1'?t"1I4LE' ReS/./L rs. 8 THE NEAREST 100 'ffl. FLOOD LONe: AREA IS u<- jL-SSUP AT ELEV 1 '7.0 APPROX. cOOO FEET NORTH. TYPE 'c' INl.ET TOP EL = 44.00 tNV El .. 40.62 ~ ~ J, v. '& ~'t ;.\ ..'t \J ~ 0" <:,rf- \ ~c -<~,,~~.~pO~ \ ~\ \lo-- t't' ~~ [..,~c, .). , ~~():r \ '\') <:yv ,\0~ ~ G \ \)~ \ '0V\\; \/ ~(~ /' / ;// \ / // / \ V /// / // / t hJ 600 _/ ,~ ' / ..~ to' .b!J ~J:>A I -z. 'i(;.... ! ~. ! <S: -.0... ~ LEGEND 4:, PROPOSED DRAINAGE INLET PROPOSED DRAINAGE.. JUNCTION BOX PROPOSED DRAINAGE liNE PROPOSED MITERED END SECTION EXISTING DRAINAGE. JUNCTION BOX D,i::) TlNG DRAINAGE LINE FLOW DIRECTION EXISTING GRADE ELE\/A TlON EXIST TOPO LINE JUNCTION BOX @ l:J[l 'Q) " .,,^^- 48.20 41,., J.B t::. = 07"51'1'1" R = 2341.83' .ARC = 321.0:)' OJ. = .320.79' CH.BRG.= S .30'58'26" E \ - \1' , /' ..., \-C?_ ~ 'j. \ '" \ .10 .;J. \t~,'\ "(,\ ~~ ~.~. 0 , <,\ \ -, 1-;.. I) \-A . ~~ '~ 7. v .. -y'9 \, ..L \ J \ .. \ \ \ TRACT "E" \ \ 50"(;a:,~8" W \ .\. .;< i-~O!{~ GR'oijps i !;;:;- A-----l ~ 0 ____,__ ___~ 110 0 B/~Q____~ l1_Q_yQ_____J <i~ / /' INLET,. . STA 10+17.00 TYPE 2 TOP EL lC 44.49 NW INV EL - 40.65 NE INV EL .. 40,4-D CONTRACTOR TO REAUGN SWALE AS NEEDED SO AS TO NOT IN TERFERE Win-! PROPOSED 'SIDEWALl<. SWAL[ SHAll MAINTAIN EXIST FlOWlINE GRADE. (T'tP BOTH SIDES OF ENTRANCE) 9. ALL R.C.P. JOINTS SHALL BE ~APPED IN MARAFl RLL f? C P PIPE SHALL BE CLASS 3. @ \ 0 7 ~0 \ INLE T 13 STA 10+17.00 TYPE 2 TOP El :: 44.49 INV EL :: 40,72 TRAFFIC NOTES \ . ~.80 \ -,/ // , , \ ALL TRAFFI(_ CONTROL SIGNS AND STRIPING MUSl BE IN ACCORDANCE \\1 rH CITY OF WINTER SPRINGS REQUIREMENTS AND MUTeD \ /' 2 TWO (2) W!:.EK .CURE TlMEft ON ASPHAL T REQUIRED PRiOR ,0 FlNAL MARKING~; 1~~STALLATiON \ \ \ \ \ \ LAND ENGINEERING CO. DRAINAGE BASINS 3. A.LL STREP S!G~S TO BE INSTAJLED PRlon "0 ISSUANCE OF BUILDINC PERMI TS. /' /' 4. ALl. MARKINGS ARE TO BE THERMOPLASTIC 'MTH RAISED PA'/EIoAENT MARKERS WHERE APPLICABLE. CONSUL nNG ENGINEERS 528 LIGHTNING TRAIL MAITLAND, FLORIDA 32751 PHONE: (407) 644-6090 5 ALL SIGNS SHALL BE E.RECTED WITH BRACKETS AND (ONeRE rE. ADDITION All Y, mf BACK SIDE OF EACH SiGN IS RfQUIRED TO ~AVE THE DATE OF INSTALLATION STENCILED ON IT (MONTH/YEAR). IN ONE (1") INCH FIGURES USING A LONG LASTING FLAT BLACK PAINT. 6 TWO-WAY BLUE REFLECTIVE MARKERS SHALL BE INSTALLED IN THE CENTER OF THE DRIviNG LANE NEARES r EACH FIRE HYDRANI " SCALE 1 "==60' APPROVED BY: DRAWN BY: W.S.L. DESIGNED BY: A.LL SOIL MAP TI-IE OAKS SlJBDIVISION CITY OF WINTER SPRINGS. FLORIDA PAVING AND MASTER DRAINAGE PLAN DA TE: 1/28/96 SHEET _ 2-Jl Of 10 , I. i - 0*., . ~:: ;., . \ ; I ."_ 1 J I i . .\. /' ..... \ \ 89 /' /' ~v ,t 1- 'f _d~ , ~ THE 39 OAKSSU13DIVISION I -',.' 90 ~ /' ~ ./ ./ f1>,. /' ~~ 37 /' "O~ ~ \ /' ~'\. /' .,.~ ./ J6 /' ~ ./ ./ ./~ / I ,/" /" ./" \ 0=\ 38 . J .1 "- .", '" '" '" ..1, . . WJt. - .,.......- - - -EW- - - ! ........ . r ... ~ 92 \ \ 95 \ 93 \ \ \ \ ~ 94 j . ,.,~. -s- - - - ES - - - . o ~ RM. -1- A \ , \. \ \ o 102 . , I ; I : I 19 0 oem 12" WA_ WAIN t! . ~ E)Q$T SAH ...... \! lOP EL . ..88 I II ~\ _ NW INV - 31.6.1 I \\. -- \\ ---- \\. CONNEC" PlOP 8"' PYC -- -i \ \ IN TO EXIS). IIlH. AT IHV \ ~ tL .37.6.3. SOfDORE 10- 4toLE 'AND ....All 9OOT. 28 . ;+: \ ,,~~.~ ~ -.l. ,'l. \ ('r ..Il -.k. 29 :\ '\ ~ ~U:~ (,. ~? 011:~ ~iP. \ .~. '/,;'5 . \ ,1. }. lilt I _tliO\ . \ ~'J' SAN MoHo 16 . STA 5+23 .((t: It) roP f1. ....81. SW.. EL .. >>.08 HW tHy EL . 38.04 TRACT "If . CQNSERVAOON tAsatENT DEDICATED TO H~OWNERS 'ASSOCIA lION . \.fj()R~7~O.RANCHES SEC. '1 PlAT BOOK 13 PAGES 22.-23 II01Il AU. DMIVC IAlDDf MID S'IIIIJT . ,,1S-<lf WAV ...... MID. fl\AT HA'tl1EEN ~_ .. _ ciOOC 1170 .... ,. . ,.., I..~- \ , J4 /' /'" ,/" / -.......... .....- . H- blST ~ REUSE UHE I I PST BLOW. OfF . . 'I. _ EUr ~OW OFF AND .' COICCT PRoP ,.. REUSE TO' DOST ff' REUSE LINE \I ----- \\ ' \\ \ \\ \ \\ ' \\ . ~ " If ~ -- --. TR"ACT t . OvtE09 fARMS PlAT BOOK 6. PAC( 86 -- 98 . 33 .....- /' , ,/" , /" ./ --'~--........ - - -:- ~ = = = -1=1 = "..L -.,-- -- . " ; ,~. I:JItMMaE E'~SOlEHT ~ . , OR. IOOIC 2205 PA- .CONIUlIN . l' entiTY t.WaeT -- 315-_ A - 07"51'17" - R .. 2341.83' . ARC = 321.05' .CH.. 320.79' CH.BRG.- S JO-sa'26" E .....- 99 .....- 32 /' /' /' ,,/ "...,- --- -- 100 '1) ~ ~ ~ \~ "i t> . s '1)';- 'b7 lif,1J.. A ~~ ~ ~ .~ .....- 101 'Z.. "'> o ~. "'" -....l ~ 31 -- - .....- -- - 30 .....- - --- ~ 10,3 --- --- '. .~~ ~~. ~~ ~dA' ~ ... ~ "'V... "'0 .~ .-() ~;, " (:).~~". '" '. 104 .....- .....- -- 105 --- -- 106 . -- -- --- ", -....-.. / / / / .. ~. ~;t ,...". ~ ~ <:) f 1tj4i> ~~ ~ / -' on~8"9" E. N OV 00' 225. __ - - ~'9 _ ~~ uME 8l.J "- "" "" "" · 6!5 :...- ~ ~1.~Ari6 L. /"'~. _a?/ S1U8 OUT f8 tI' S- PVC . O.~ AND PlUG' . SAN ".H. 15 :S'TA 2+33 (0' R) !!fOp El - "".57 fNV El - Je.t1 107 --- ;.: -- ) ~~ ; ! : GENERAL NOTES . I I ,': . CITY or VtlNTE1t SPRINGS PROPERTY BLOCK .e. . D.R, MfTCHEU.'S SURVEY, Of THE LE Vf GRANT ON ~AKE JE~SUP PLAT BOOK 1 .PAGE 5 ' LEGEND WA 1ER MAIN "PROPOSED WA 1ER ..~ EXlS11NGWATER MAIN PROPOSII) FIRE H'tDRANT EXlS11NC FIRE HlDRANT FlT1WOS I tOo CA TE VAL \t: FOR WATER ..AIN DOUILE WAfER SER\'1CE LA1ERAl S1HGU: WA l!R SERVICE LA "I!RAl PROPOSED SEWER MAIN [)O$11NG ShE:R ..AIN PAOPOSl'O SEWER ",H. DtSlING SEWER M.H. DOU8LE SEWER SER\1CE LA iERAL SIN~. SEwER Sf:R\1CE LA lERAl REUSE MAIN PROPOSID REUSE MAIN GAltVAL\€FdR REUSE ..... RaISE SERVICE LA Tt:RAl ct.EAN OUT .' \ TRACT, "E" /" \ A - ~~9'06tt R - 25. ' ARC c 4.0 CH.- 4.06' \ Ctl.BRG....S ~ w , '.. ". . '; . w"'- i A =' 12-48'39- ',. ' . J: i \R _ 171$.00 ARC at: 383.46' -. CH.=382.66' CH.BRG.- N 28-49'39" W 1. lCCA110H CE AU. WAtER. SOP AHD REUSE SER~ 1IU. BE MARKED ON tHE. CUI8NG M1M A W. S OR"R RESPEClI\tl. Y. 2. AU. WAtER AND REUS[ SEINCES UNDER PA\9IENT SHALl BE ENCASED ~ t' SCH 40 PvQ. ,. AlL FlTTlNGSSHAU.8E 0UC1JLE lION" MECHANICAL "T~A.N.s.I.A21.11.-A.W.W.A. · (.:1~r"'. .~>>:. e'~~'~-.1! A.M.$J. A21....'.'.-A....."-. .C1.5G. 2, AU..REUSt awNS SMAU. .... W1N'YL CHl.0RI0E (P.v..c.).~ TS ,A.W.W.A. . OR-21;.;~: .' ,.':;". J. ~ ReM: ..... ~ TO BE TESlEO AT 150 P.s.I.. L.EAlC4<<.u. NOT EXCEED 0.08 CAWJHS POt INCH OtAMETEIt PSt HOUR, PER 1000 nu. <IF PII!.' AS PER SECTION 13 rS . A.'l.w.A.. STANDARD M23.. .' . . 4. AU. AT1INGS SHAlL 8E .R~lRAfNED Wlnt <RPRlHGS OR, M(~ArJ!1f t REusr HAINS) . . 5. AU. feItt YAltS AHO'SERlItCE.$ StW.L It: PURPl,E IN CQU)R ANO 'tHE REUSE CUM STOP ~tMW.~ STAMPO oN fT. . . . LAND .ENG'INEE~tNG~C~' . .' .~~Tl-!'EOAKS SUBDIVISION WAj:YWI).FLORIDA321S1 ,. . CITY OF .NlER.SPRtNG~, fLORIDA PAQNE:' (407). ~1090 . "; . . ", ~, ~, , ~i-- ~~~ " REUSE . ,NOTES . J~ ..;;, , I, A . t>dJ "1 , \tE.1 '. .' . ~'" *\ L '0' . ,', "" \I.' i 6'IP ~. .-4. ~~'\i"" ~. ....~ (1 ~~~;~~' \'1. ..' ~.~ .~~~{l"'~ J .~ ;~~~\~ i\ '~~11t. - f' ~'. ~'" . .'. r_ . 1 ....\ .'. ./ · .~. ,~\,;1 i'. ./' . \)~ : . .\ it ~~.<o0~;' ", /\/ /' ; ,; /. /, /' " .Ai// / ,. ./';~./ '. . :y , . ... i '.'I~~ , . i ~~.' " .t~...; _ ". o --'.f~ . ,,'0 """"Ic~='~". · r.$.~.~~~'* . · .1iiF1.1fI~to:r~~~ 'to ~W&.~t.dIID~,;.... ". ...: ,.'!Lv..~.::-. . .....OIO..~... ".'f< M:lCl ..' ,,~..~~"'" . .. & ~.~~~. .. .~ '.' "{ ..... """"':. ':,.'. .' "...,..' . . 1M .">.:.' ' , ~ ..t,:. -. /' /. ~+~.. .' , t. ~~..&.~~, ..' 2. 'J',. , i ;..' .r~ . ~( ~ - ' " . ., :~ '-~~ :, '.,,', ~ - - ," , ". <:,'.', .,.:., - ~"':1' ~ ,:.,vUPo::'<<*NEtl~}~ .. . ..... . . ".'.~' '. '~7 "'~,~'~r\ .'-7~ .~ ''''I 'J. ...,.' "'-',' , ,'if o' r .- , ...'/ ..':': ~"1'~~Q:' ...' :..~ :-, "'..' . . .'. :{ ,c'.. .~; '':i;~.: .}>~ ~i ~~J.; . 1 ,..t. . . , I.' 1 ,'. .~-:- ;.; , , .~ '.. .~;' ~. ~ "~'~ .' , '..' , . " ,', jJ .' y. .. .I : '~~.,.. , ....~., '\ ,~:;~:': ,~-' - ',;-'-., t. . .. ~ N 50",,8"?- E. 225.00 -- _ -~ '9 '_ ._~~'tUNE. / ' / I / .. L4J ~t: i'/,..~ I.~ Lie ~ / ';'t .. ',to ,.........., ~ ~ -0 ~ ~ \~ \ ~ ~ ~~ ~~ ~% ... ~ 1.5 % SlOPE MIN. , TYPE "A" TYPE "B" ::~ ~ ' ,:.r, . " " ,..: >.... .....-: - . \. r., , , ,~:3: . ".5r -. I.\Y ." ,. ~",,:..$~ '\ &-\-~~ ",0. \. 9t y.'\ f3(JJ' \. ~\-.. '\ " "- "- '\ 89 '\ 90 \ \ /" ./ S UI3D IVIS ION. .' TH'E , . . ... OAK:S \ \ \ \ ) l"* , /' ' ,/ ./ /'" 39 LEGE, NO i;.. . .... 93 ,~ /' 1r-~ /' ~ '/'" ~~ /'" 1f9~ 37 / -0<<' /" 0, ~"\ ./ ~ ,/'36/ ~ /// I 35 /' ,/' /'" ,/' <:. J~~I [ID] @ PAD EU:VAT1ON AND TYPE LOT GRADE EXIST DRAIN STRUCTURE EXIST DRAIN PIPE FLOW DfR(Cl1ON EXIST SPOT ELEV EXI$,T TOPO LINE 38 . , , -, ~ -,~ '~t < 92 , , JV\I"v- 4UO "--41- -.- \ \ 94 95 \ \ \ .! fd~" \ \ \ \ I , I !JaST &mIW ... I ~ TOP a ~.16 ~ : ::~.. ::t Ii'; ~ \.\ tti\ ~1 '" ~.' ~~.~ ".,,\t' __~, ,j --..' I , \\ \'.: . . ~ -+ j ~ \ ~\\ ~" \\ ~~ \\ :. \ "~.' \ .~\ 6 == 07"51 '17- R - 2341.83' ARC = 321.05' CH. = 320.79' CH.BRG.= S 30'58'26" E 34 / /'" ./" ./" TR ACT 1 . OVIEDO f' ARMs Pl.A T 800K6. PAGE 86 ,..,.,.. 'r; 98 ./'" 33 ,.........., / /' /' /'" :1 .1 "- .'! , , ." i'\.. '\.. "- \ ~~ %..,.~ -0 ~ 16 .,.~ ~ "{, o -P-' 'n -10 o ":Jl\ . "{,,'*' ~ .., .i) ",J.. ....I , ".:;;:.t,. -' .. , ' . ---- --.' '-; - .. . ~ ---- :::J::. 11 , = = ',~ ____ 1 -......- _____', ' --- ___ _ -:;: __ ~ ' : J ~ . "-- --: - - -,;... -1--=-~- = ~!:::::::. --':~-~--1" . --- , '. .; . -' ~ W-OVAr:'1t.'C:P '" . . . Y' "/. ,~.~ _' 1 ~ : 0.Il IOCIc: ..~SEUOn' IlECOflf)[o If .. ,S' UTlUl'Y 4<<\10> ,... 3t5-_ ~T 99 -- ......- 32 ,.........., /"" /'" /' /. 28' ~ \ .\ \ \ , \ 100 i \ ./'" J'l ~ 'Z. ~ o i 01 c..:. o. \.el -- '" .. ~ 102 ~ ~ -- ~ .,.........., \J1., 30 ., , .~ :; 29 ~ " ...... . -- ~ 103 TRACT -- 104 \ TRACT "E" /"--' ~ 105 -' -- to& """- """-- --- \ . 'A. - O~9'06. .' R - 25.0 · , 'ARC III 4. CH.- 4.06' \ . CH.BRG.=S 50~ W -- " ""'- " '- -~ " y; t.O /" ~ &-r ~' _r ./ ~. 107 --- /' - . CITY Of WIN TER SPRINGS PROPERrf BL()CK .c" . D.R. MITCHElL'S SUR~, ~ THE" LE.I/V GRANT ON LAKE JESSUP PlA T BOOK 1 PAGE 5 A · 12-48'J9" R - 1715.00' , ( ARC':II; 38.3.40' , CH.- 382.66' \ CH.8RG.- N 28.49~J9. W . . \ \ \ \ \ . , , j I I \ ~ \ . I \ \ \ \ \\' \ \ \ , ". .'" ,. "- ., '. .c.. ..... ',. .. , I ': ,. . ) f j 1 , . ./ L.. 0 r.s ro B~,rl /..1. EO" ~ IO~ I~ 12, ~ I+; IS, I~~ it. ~ 22,2. ~1-2"~ CONe SIDEWALK ~I "=. , 1 ~ .:, - .,'! . . ';~~r'.l . ~ ';r~;;~' ,.~.. . ';"joli" I' , " . ~ . " . ~i .-hJc '.." .' ' '; '~ , . LAND,_ EN,GIN~E~INGCO. CON_lING ',EHCINtER$ 528 UCHlMNC 1JW.. "" AI. ~. ~A 32751 ~(.407J 'M4-fQ90 ~..., ," ':";,.. '. TFJE'> OAKS '.SUBDIVISION' CITY OF MNTER SPRINGS. Fl.ORtDA . "t. , ,~ }.,J. " I' ~' ",. CONC, SIDEWAlK ,,' .~; .coNe. ~ ;I ;';l.. ':: '. in d .... ,':"',....\ IV: y ;.~. " '. , ' <TYPIC~L LOT GRAPING> '. .~ " ; F ~ _...: .-','< .l~~ c,. ~ ". ~ ,I. -t. ~1 . ; 1:', .t.'- ".'. i~':-.~. .. '...>- ... . ' , j.. ~J k. , . or :.',,'~' t . ~ .. ~ ., s ..."" ." f. .:~ .:-; ~ '~.:~ '.' '~,/."7' ,.. . ~';...: ~"':". ',,' ~I', .~"."~~: ~' .~1 .' ,. . '~ .~."~ j + . '~'I ....., "-1 ' I ~, ; "':f . " . ...:if. .J ;1'; . i '", "1 l . ~':.' ", :.., >. :. .., \ . . . N I~~ ~~i l i- ~ ~ !jt- ~~! ::> ~ . ~~~i ! <l( ~ 0:: ~..!.~ i~ b - II .I t-1lI: (l)j ~Ii ~g: ~~~ t;~~ ~zo.. 1M7.IJlV , LAND' ENG'INE_~G CO. ',:. . . ' . coNSuLl1NQ f,NGlm$S. TUE OAKS SUBDIVISION . QI UCH21ttAtl . .....1 . '. MN~J' 32,.1 1. ~'.;':'ClTY OFWtN~':.,SPRtNGs, FlORIDA PHONE: \' . &44-1090 .' .. .~ ... ," '. '. , . :: 'C;< " ." ,;" I "'..,..; ':':' $ .'\" . . ~. ~'.~-: ~:;. if; 0.. o 53 < U) ::1 THE ( . . SU BD 1\1 ItS I ON. OAKS' . .J', - . L f ;' <- -.'f ..).1' . ". r I ':' .' I '. I .J elf o o ,...:r '. < rn .;:s'! .. !.~ ~ . - 1 ~..- ~. . -(' ~ , , . INLET f7 . . 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LOW , . iPVI $T~- 0+<4 '. .' . , 1~ EI.P .. <U.t 0 T . 1 50 . .... j S I ... , i .~ . ,. i ',. . 1 58~O p'VC I ",-' ", - c ~ I ",- .... '." I Q,. .. .54' ,...... " '....f ,.., ~ ~ I' . I R lID DU T GRAD ~ '" i - ./ :g ,... 'of .' ....: r:::... ' N~ ~48 ~.. 0 ; Ir~ ~/ ",/ ~ - I I; ~ ~; I ~~ .. . '1'..... .w SC . ~ ..... ,. . .~ III I ./ . ~ ~..... . :J N ~ Wi > .- ",- ~ . ~ . I)! ; t.). I 0 iL + it- i l'" GI . /' g< ~ , ~ tU ....., ra'. ~ a. oo5T - ~. 0 fit ~-J--- . J/ +--4~"ut l ,. '...... ;! J D.lJST aPCX d ,. l ! rot- Q. --- (I) ,. . uta: I.H.. AS =~ 1'0 . -.-.,L./ . ~ --.- "'l/) ~ -- IlAn:IM F OPeaR U Q. Ii - ~ Q. ~ f--. (J- ..- 5 --- ~-- 0.. .- . -- 46 c ./ .' - . , "-to " .I t 24 \ \ I 16 / \ I I i \ f I J I ~1I / 13 i /..1 !t 2 I I I I ;' I 1,/) \ \ \ \ \ \ \ \ \ \ \ , ''9 ~ ...... \ \ "- ">. .........4- 8--......, " -- - SAN ".H. 12 . STA 4+10 (0" R) , 'fa> EL - 4&.S8 IIW a - 41.JCO .ll.. \ .... ---. 7 ""Vcr,. '\. " '-- t, I \1 .t "......... ~ \ , ,: '- - ';, \ \ \ I I "/ I / I I ! ~5 I I I I I I I I ( I /1~ I j?6 II II II II II I I I I I I i t ./ ,/ / I I ~'o f \27 1 4- C.V. \AND BOX I . \ ,INLET fJ I STA 10+17.00. TVPE 2 \ TOP El - 44- ~ EL · 4O.n I I I o z o ~ ~ Z ~ 0 ~I-i ~ Z \~ C1J \~ E-t I~~ i~ 0 '~~ I r:Ll / ~ I ~ - ~ t...:> ~ Q Z o ~ z o ........ ~ Z ~ ~ t:iJ o E-t t.J ~ . THE OAKS SUBDIVISION '- ~ ... I 22~ / I / 1 I J ,/ /' SAN ".H. ,. STA 5+75 (0' R) TOP EL - 4$.e7 INV El. . 41.eo ... ... ~ 6 5 , , , ...... .. '"" ..... " .' . . "LET 18 STA 5+01.5" ntIE 2 TOP EL - 44.84 NW INV El - 40.43 HE INV a . 40.4.3 17 r \ (/ 1 I ---I[J '--- 4 /, v./ \ y. '- --" OP '- I .___ _---J r. " "- ........ 6" SAN M.H. ..1. STA 8+ 71 (.' R) TOP EL · 44.77 INV El - 3~ \ \ \ l I ( 3\/ ----:-. \ \ \ \ f SAN M.H. 15 SA 10+88 (0' R) El - 44.57 ,/ V EL - 38.91 S1U8 OUT 1. 1.1' r ~ a 0.301 MID JIWO ".E.S ,/ .fNV EL - 40.08 INLET 15 STA 2+11.50 ./ TYPE 1 tP TOP El - 44.67 ,a. NW INV El . 40.20 Nt INY EL - -40.20 /' - ....,""' - III .~----~ 4" G. V. AND 80X 67 LF 1e" RCP. ." &+.00 -- { - - --to' 1 2 LF 15- RCP . o.~ ~.401 \ I 0." .... , -- ".E.S INV EL - ~g ......... .. /' ( I I I \ \ \ \ I 1/) OFFICE " "- "- "- "- ~ "- "- "- COMPLEX" "- " ,/ \ \,. - --- ~!'I..~ s" P~ 1& ./ .1~- - '-11 :! ~; , ,32 ~ 15" RCP . 0.18~....... -- ' / '" -- TRACT "fi' TO BE MAINTAINED BY THE HOMEOWNERS ASSOOA TION SAN ".H. 16 STA 0+00 (Of R) TOP El - 44.81 SW INV El - 39.08 NW INV EL - Ja. , .--' 6" C. Y. ANO BOX 12" l( 6- . I . e" P tNlET 18 ~ / STA 0+4 . I TYPE 2 TOP a 4~73 I INV El - ~.81 \ I I t 5 : 1~ 4 I \ I \ , --- -- " " ,/ ,/ ,/ ,/ / "'f VFW BUILDING 2 \ \. \ " \ ~~ \ ""-----.-'- \ --I- ,- -- , - \ \ --- ,/ /' /' \; '- \ \ / . '.. . ~'. ~r ~. I . ' .' C.' PLAN '. ,. " o+oOt 50 r- 1 +0.0 .2+00 3+00 - 4+00 ."'1 :.' .,!,' 5+00j ., 6+00 , I '7+00 8+00 9+00 10+00 ...-:: . 8 co ~ i 48. ,. > ~ d s s. Q, Q... .. .... 46 it ~- . "} ,; ~ .. IT 50 ;,-t; I '{ ., ,I I , r I Ild_ ,/ -' ..... -- -- " ". ,/ ..... ..., i48 . > ~ w S a. .. 46 0: 6 i . . ~ d ::so ::so ~; t I [)(tST GRADE 'j /' /. ...... ,.1 Q, /' . ..... ..... ......... --+--- ---..... / ./ 2~ I I / I I I ...... .... '" "- ....... .... / Lf 18" RCP . O.l1X " q ..... -- " INLET 18 44 STA 5+07.5 TYPE 2 TOP EL - 44.84 NW !NV El - 40.4.3 HE INV El - 40.43 " I .- 4 I I t- l. -, 13 ' STA 19+17.r -~ INlET 15 STA 2+17.50 nP[ 1 TOP EL - 44.67 NW INV EL - 40.20 HE INY El. - -40.20 ,,-- -........ \ ./ , / I " / / ~ \.f 800 PVC. .JOS 100 Lf rr 42 I 40 , . u+~ 19 LF 8", PYC . 0._ 12" 0 . W.M.. I I -1'- , I I.. i/ I +-- -- - ~ i--- I t~ 3 <0 .,.,. <It~ ........ ... -: " : ....... :: ..,. .i ... .... ...... .~ .. <It . ...: '$ 1')' .... .,. . . .1, ,,; 't~, LAN.D ENGINEERlNGCO. CONSUL 11HG . ENGINEE1tS . '52iJ. UCH1JINC TRAIl . , ' .M"fJLNe.f1..ORIOA 327&1 PHONE: ~(401) 144-8090 SCAlt .' . HORIl: ,". 40' 'It:RT: ,. . 2' ,;. THE OAKS SUBDIVISION PRO.filE .', ';. CITY OF. WINTER SPRINGS. FLORIDA ~- ~~. . , ORA. ev: W,$.L. PLAN AND PROFILE LISA LOOP " OA tE: 1/2a/M SttEET 6 OF 1 0 i , .~';',I . , , .{ ','," .; .. . . .. . I 30~ 25'. 2'-0" Min. . : ... W : .! .. .' ~. ; . :: - :. ... .: :: ., ~ \.. : ~. . "",,". ':\ .'. ... . .: ~ . . .... , . '. '''' . .. : . .0, . '.! " ..i' t I . . . .' '0' . . I," . 4' I' 8' 2' 30' 12" Min. 12'" J(;r 2&' 2' 'I' 'r 4' E>" DrA. PERFORATt.:D CORRUGATED, POLYETHYLENE TUBING PERFORATED THROUGHOUT AND MEETING THE REQUIREMENT OF AASHTO M-252 AND li"ITTED WITH A FILTeR FABRIC ENVELOPE ~ILTER FABRIC MUST BE APPROVED BY tHE ENGINEER. '. . eo ..... FIL TER FABRIC WRAP T YPAR OR EOUAL 3" R, ,\ .~~., , . ." I:. I '. '":' .. -' ,..~:: ..;.'.... ".: . ,..... ... , '" ".', 7 112" '... '. \. II. '.' 8 '. ~/;... ..:~.~.. ',/.. ~ :'. '.~".: : .Q:' ~......;:. I 2'-0" j · -1 . - 6" 12" . , ,'. I' . ~', ': .. ': .... '" .. l I' of ( , , "0 . ." .,,' .,., BACKFILL WITH GOOO CLEAN SAND 6" .1 , " 1/4J"/FT. SLOPE 3:/4 "1FT. MIN. SLOPE ..174 M/FT TYPE r :ASPHALT 4'1II4"CONC SIDEWALK MIAMI CURB '50--1l::' C8'ff/J1Ii1T8I'ISJ;'- 9B~ /'1gD1l.N~rY -:soaps 70.A'1' :BREAK STAlIiNUir rN Ji7E/:-J,A _, . I~" SU88ASE. STABILlzeo TO 7& P.I.I. '.,.Y. "~ ". 95% MAX. DENS1TV, A.A.S.H.O.T.O. T.I80(mod.) , SHEPARD ROAD-I.S"A5PH. -S"SASE rNrl!RIOR RORO- J" ,qSPH. - '-"BASE . , FINE AGGREGATE" MEETING THE REOUIREMENTS OF SEC.TION 902-4 OF FtbRIDA DOT SPECS. MIAMI CURe.. )/ . . r-: -- -. " 3'-0" 'I /. I: ;, 1/ / xj :0" II vJ\l CA:'f ~~ .. t ;t. CTIt~. &C'. ~Q'; :r, curtlt ,l 1/' ~ .....,-l.t ii ,', .../ ~....../ ~ ~ 18" 18" SAME SLOPE AS ADJACENT PlMT. (' 'j . .' 6" ........ '.' '.' . '. ., '. . ~. . ...' .".. . '. . . '0 '. . . .: .0 .'. " .: . . . . .' . . . .. . ~"'. 6U' . .. ',' . . ..1' . . .. . .! .... SEC. koA J:. CURS'-' S' Co""ea t.d "~""pl.ft. Tut/iII. . ... FiU., F'lIric tll.,.k1~.. (.If' 'atl,~ fmIs1 II. AD~'O"C: ~:II" ill""UtJ " \ "1:' '. ;.~ .:.'lI 114"". . . S.e SID lel_fote,q hla,' thi. Slt.,t. i 1 . 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THE 0 AK S CITf OF WINTER SPRINGS PAVING AND DRAJNAGE DE1AIL "~1t j . \~\ ~~T! . . .. Sj;!. JUt TitlE. ...~ JU.1~~H.MJ~!l~tP+ ~ 't)'~-.!b..:...-,.. .~: /0 .. " .~ . , '" , " ,'. " , ;'~.~F' ..;#' ~ '" , ,'" .,.: -;~_:r<?l "'0;. "~ 'j( . \- '", " . " ., ~ " . ' ..')- ~ .~ : ; ~- - <~ \, ,," ;r, ." , :. ;. .. ~ ~, {, . " . ., : . " ;. " , ~. '. ~' :~" .r :~ ' ~,Jr ~ ,!t':. "~I [' , " ~ .:~It,~ ;.i.;, , 'b,;_ ~ 0'f{ ...... ..~~. - ,} , . ':I? )F-': ..';' , .~ ":;<. ~ , " 'f '. ~. ; ... ;: ~. , ., . ' if ,. ' : ~ . .. .~ . ~~'.(:? .~'I ~ I'''' t+:l " .. ~"'~ . ( :- \. ,~ , .. ..... .', '~.'- :J?', .., :. I.' .~ .~ ..~~ , ~' ;,; ;>j< , , ' , ,;~, . o I 'ft) ..j' .'. .. . .. ....... ,"..... -!':. .~ '). ,J :\:(.,.~ J. '1:f '; . .~t.' -,:~. ;., ~ . .. r <~ ~, . t ....J ~ :"'.:.... . ',%" ........' t . oj" .. , "t, L. '" ,'~' " '.' J~~ ~. .,':' ;..... ~i '-' '. ~~ ;; .' r't 4 ~ . 'I. ,'~ ~ :~.~ '~ . '$" . ~ . i; ',t ::.... .. 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":'.;.0;: ' , , / .(' .~ ';j,;' ~ ,~ t~ .' , .~~ ....' . 1, " '.'4 . ,. .. ." - ~ ~ , ~~ ,;;,;,.J, .': .. ~ ~',: . . -: .. t J" VIEW PLAN t 16" , J' -8" 2.-8" .' ~~TO E'CRY ottO ~:: . ..!', . . . ,>. '.:-~ ., I,,' OVERFI..OWST~CJlJ.Rf.: DETAIL . ''f'YP "', ..:' ; . , . PLAtj ,l;- " ,~:' ", , ,- . ':; ',: ", ''t' , t. ~. 't.!! ,$ t...... r. i ... ... .... .~ "., IJ-~ f..'r" ,t,. , . . , ''':. ~ COLUMNS AT 16' ON CEN'TER 8.' llNEL eEAM _1fi 2-115 M;BAR . , ",.{ " N - ,Joe. .. '< ,.; :fl' ." .{ ~~. . .,' t. '., " :t~' . '\. ~ : I ' ~, . " .~ " .,' (:) I iIO r I 1 I'" I I t I I I I J I I' I I I ,. , ~~~ f , '. ,="",.!. ", ",;... -. ,{.';' .J" : . . ......... V,p'i~ .,.... ~^.:,,~- " . j'j :--(...:''..'. of. " ~ ~: ,. ",..: ., ., .. , f., r L t r ~~~ I " '{ .~, ~.' r t 'IT" f' !I d, " ~ le-..Ll.... ~.J.._.L. ...: ,;I.. '~"'" ~"",; " :~;t. ::. ',' . . 1" ,l- l' 1 ,'. i .' , : ~ . (, t ;~:' ~ ,--:. ..t .~." .; ,t.. . 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'''J' , .. ~ ' , "~ ~ : \ ,r.. ':~/ -PAo.-am L.... ~.-c .. ;"'.1",,- ~ .' . ('"i. . .~. , , ..' 'R,""-OF'.WAY .~... " :' r.. ; ': . /~'..' . . .r;:.:.~~.',:, .i.;....r-'noo:.::tI'~F..r:~-;~:r:.~~ ~ ~r. ~lK~ ~.. ., .' "," ~,.~'.:.\;~ :~i'~ '..:i.~/;'"!;\.'..N:.I~;\'~:' -tJ":'Jtrlt.CAW'o Ao(f,ti'"NtWALI(. .~.. \..... ,ur....:!i.!.-......: ~', ;:, . jt r.1YJiJIT ~ ''!1:,!:!'..'r.'''tf'~~''''~~_~';Q;I;A'~ .-.. .~~- 1!~.."f:..'-!e1l't.'....., ....i '.,4: ..:. ..ETe,....ftac . T ' '. -... 't-"!-1 ..,~ "Tilt .. .~. ~"'~'T~" V~V;'~'~f( w.... Ji /."......./; ',., ~.~ VAt.VE '''~l''Ih.Y '. fORO. NO, KV.'...""'.," ,,/,- i" Wt.oelC W'." tare otTAIL) -...... . f . FOlta::; NO. UWJ-4~W .. '''<"-,,.,. '(J.'JW SPilCUM "n DETAIL) I~ .'VICe: ~"II{TU ~'(~ : ~ JlQ.YITHYLME Pf-' $OR 9-00 . " I /. ...~, , ./ ,..,........ ./ "- j #~.~ ~ .., "r/" ~_ CORPOR. T"ON STOP // ~~T1ON .$fOP ..--r-$H TAPPING ot:TAILS ~'O!tP NO.... 'I~/ .IfOftO NO;~xlOOt. __ ~ , . /r '--P.\I.c. WATER ..~ 'J.. -'--,..-/. .. ......... !: ~ .,/ . .' ~ . ',~. . ~~~~~1:Jf~~~~~~ !~.~;~d~:~..W~Wtr.fJ1.;.~~l~t.:J;;"sJ,~'~~!.~f.l~~it.-~a; ~~k~~~~ . .~,....' . lO" "'- RIGHT-OF-WAY LINE ' . ~: .' ,../. ".... .MIN · \ ~RtY 1I~ ----I " .. v . I ' . . , .. .~ "-ItOHRTY I..Jflfe: . ' "\:.., ...~ . '. ~ ~ . " ~ <I '-, ~''-... ; ~: ....-,:; i~-: , ., l , 1.~ " .'J 1;~ '. ' ,', ~\ " ~. .. . .~y.. . /'.... .. ;"" .. : "'~:', ", ,t J...: . ; . ;'J ';,~ ~.~ . . .- , .. . l .;.:<' . ..~'.~.. .,' 10' h : '; CORPORATfOH STOP ~. .: . . . POL YE-rHYLENE ': '1 \ , " PI!330$ SOR ,-oe ..... ,....... ."".... 1\ , " <. 'l.;': -t ~ - ", or .' . '-...... .. 4541 .-~ ~.. .~' ~. ' ~ rln, ~:..\ "' ..... ')"'" l'~. .. ,. '.' " ~. .~ 1fL ~ ~ 'I '., : ',j; """, . t ,~ f" .;r:',:-:~ ", : -- --- .- : "'It . ,'Ii . .., '. . TME COftT~TOit I++ALL V...1fY ALL ...trIELD QlMeHSlON1 MID R''--T ANV. 'oltcJt'..a~... ONtLUOING 't.&L(a 'T~I~OVT),"IOR TO' COM..HCtNG WOftiC. . ", ~ . 4. It( AL-,". CASIS:WttlR& WATIR L...i CJtOts _WI-. OR STORM LINES WITH A MIN CC.EAR '", " Oln_1IC1 .T~I" ~"'''T ~ WIlTER LINI .. ToP ()If 'srw.. OR STORM LINE, LESS THAN IS";' T.... 1'Hi WATER 'L". WIt.~ .. IITMIR OtJCTIL.E IROJ.J 0It CONe_ITI CfllCA..O.P.V.C,..... ,. I"OR "'. ..ra..ct or:' ~O'..o- ON EITHER S1D€ Of' THE t'O'NT ~ ,nos'INe A III"'.' ~r: 10.'. LAT..AL ....~ATtotl arTwIIN WATI'J\ANO '~.E. IilAtNS SMALL . .Ai_Tat.... , . sroiIM. 5I!MlE~ .' , s.' AU. P'tTTtNG$ 8K"'l..:" P''v.C. 'IX"~T WH!IU CAS\" IftON _CHAN.K:Af.. JOtaT' Aft " .,..ct'tll'). ' ,. r. ,i ,t 'l'~ DIRECT. TAP, . , 4\ ~ \ . , .. -.. WATeR ......sh'ALL BE Pt./.C /l--vO NEE'r AWW~ C900, DRI8 5PEC/FICATI~",:.. . i"" lUiI'r.l!lj $e'){PVltC.~S r~ He',lf FfWWI9 C~O~ ON'7~ql< 1J!~3~M4TEAIIf,,)~p.e<:.lF~.lf.r;tNY.:.' ;,.,v' '., 7. ALL WATER ....... 'YO.... '..tITre AT 'SO fP... ".AkAft wtLL' NOT t)(CiED .M .AL. ... .<:1' 0.... PER, HovR, pu ~~. Of' ~l"". A~ PER .IIW~,f/, I'1RNURL /'123.' . . , . ... ... I &. 6' WIDE /'7/1 f?1f ER' RIBBON S)/J9LL BE rN.JT~~L-ED IS"'IlBOI/E W~Te~.tllf.ctl$e 1'?~/JV..f. ... I Ji.~ ... BLUE REFLECTORS WILL BE INSTALLED IN fRONT OF EvERY FIRE HYDRANT IN CENtER O~ CiLJSEST -rIU1VE'L J..IA/l! ~..--... '.J 10 FIRE HYDRANT. TO BE PAINTEt). YELLOW WITH. WH1Ti TOP OF REFLECTIVE PAINT '" ., II. NO VALVES W~LL BE .~$TALLtO IN' PAVEME~1'.' '. , I?E'~$E HAIJI ~ ,. ~.,'.", ;. ;. . " " ~"..':i 12. PI cSlf4/!. Lt:JCArO.-r W(IIe- SWAl.l 80 TPPELJ rO'T/IE WHr6N I'1I1/N ~:!' rH7ERV/1~ liP TO THE t:# 8KIJlteNI($ ~;:; ';."~' ,. Jo' '. ' y ~ ~ . 13... flU" S'/fNVlcES OI/J911$RWJ-RE4.I1I~jtl#bel'f'P~j/T. ~IIAi.L BE.c., ' rsk;().:t'},/ d". SQ7. "'O'P,' 'iA..... .....,.. "'(~:: ~ .' ",. .~ "T r..... ~~ ,\1' ...~ ,. .' , ...~ / .. 1.L, ,~ , ~PROPERtY " PHE . ~-: '- j;J. '.. ,. . .'t..... l ..,-WAfD .,~. -IIP-I&I~~:.....~ CORPORATtON STOP POL YETt:lYLENE PE3306 SOA 9-00 f. ~~ . ~ /., - ~ '~~ A~' I i . , (" Net( JOCfft (ST".nfWtl ftC....e:DJ. I"' '. ~ . ~~.ID\A.E . 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'At. :.. .t.~"" ~ ~.~'..,. -'t ,,' "j '.- -...;" .... 4<'1-. (. .'_'F'~ . '''ii;., ,.....," 2::.',:\... .~~~:~;', · _> lr..J' 'l-:.;o;o '.. r';;~, ~\'~. f '. ;~...t'~.. l.'l.f ~ .- ..,....----.. _ ~-,....~_.,-.,_._-- --'---" - ...- -- ,,"'-_'- ..... ~... .____. _.. ,. - U"--:", ._.~.. .._ ~.._ ~ .__.._-_._---,.__..._...-....""-~~----...---- ---.- ~_._~.-.- --._._~._-_._..--- -'-'-- .. - CONCRETE BASE .....~J -- - I , ..,..,,~ ~ t!yt TROWEL -FINISHED CONCRETE BENCHING STANDARD MANHOLE FRAME AND COVER u.s. FOUNDARY . MFG CORP. NO. 430 OR EQUAL ..... . N .... CROWN TRENCH IN UNIMPROVED AREAS TRENCH WIDTH VARIES (3- MIN.) (SEE TYPE B wi SIZE OF PIPE BEDDING AND TRENCHING DETAIL FOR OTHER ~. . . '. ~ RESTORATlON.~ .. .. ..... ~EO GRAD~ ~/~ .... ..j?~ ~ ~ . . . ~'!! Ui.~'. . IJ'" I . .~ ~ ~ . .. .' r-SE..E N~TE. ,~ .' . '.... /;J COMMON FILL " \ ~..... I.~,.' .'. PIPE'O.~L' .. . ')).... :::~ . . ." J. ~ ~ " . 9~ . . ~~ .,j '- ) '~I~ ~ , '" IU ~ ~ -G. ~ " ~ J~ }oj ~ ~ '7' PIPE BEDDING ~ -y.x ~ (SEE NOTE 8 . 9) """-.:-v L"'(, ...., ,^'-~' '/ 'V/ ........ .,......'........ __ -J -J :2 ~ N ~ ~ ~ )( m 0 .: :J: Z :2 tJ W en Z W .... W en ~ g:-- . f' ~ 24-:t ..I 1 - 1/2- MIN. 2 - NON PENETRA~NG PICK HOlES TRENCH WIDTH VARIES W/ SIZE OF PIPE ~ CROWN TRENCH IN ~ ~ UNJMPROVED AREAS ~. .'. . ~ (3 MIN.) \FlNISHED ~ ... . .. .. ~NOTE 8) ~&/, . .... .......~....., -. '/ I. . , . . .' . . ~?!' "" . i~ . .fli 1,J! .!f )7/ W ~~~ ... . ? .. . . ,. COMMON Fill 1~ .. .. . . iSEE NOTE .~... f . .. PIPE: 0.0-' . ~ 1 ~ . -J -J G:- ~ N ~ ~ :2 m 0 ~ :J: Z X tJ W .: Z w ~ w en J! -- t :J . N - MACHINED MA~NG SURFACES ~ v:::::: '-J' I SANITARY : 1 V-V RAISED 1 -1 /2- LETTERS FLUSH WITH TOP OF CO SEE MANHOLE CONNEC~ON DETAILS LL- 1 0- r II ........... ~ I TI ~ ,,~/;(~ i --n 1 V-..I ___ ... - SET COVERS FLUSH IN PAVED AREAS & AT ELEVA ~IONS SHOWN IN UNPAVED AREAS. ~ '~=/I= 1'-6- MIN. J/V 3'-0- MAX. 1--//5- 2'-0- , .~ I ...c: ~MANHOLE FRAME. COVER (SEE STANDARD DETAIL) ~ FRAMES BEDDED IN MORTAR w: 'roo;: .... 2 COURSES OF BRICK (MIN.) ~ 4 COURSES (MAX.) en w ll: .: > U4-3/4- MIN. ~ ~ .... EPOXY COAL TAR COA~NGS EPOXI- TAR E. T. 214 OR EQUAL "" ~ 4' -0- BENCHIN~ ~ ~ _ ~ I Ul " 12~D 0 w REINFORCEMENT AND JOINT ......~~~. '. .....:~ ~ DETAIL TO BE APPROVED BY.:. :"":-..: . ........ '.:': 6- > THE ENGINEER AND CITY. ~ : :....:..:..~...: .....:.::....:.(./1- '''MIN. L .\.~ ~ t J-~MIN. g- ~ .---g.;-r . TJg-l -Jg-CT PRE -MOlDED PLASl1C JOINT SEAlER Vt1TH PROlECl1VE WRAPPER (WRAPPER TO BE REMOVED) PRECAST MANHOLE WALL 12- (TYP.) ~ t ~ ' ~I ~~ . UNDISTURBED--............. ~ . '"- - '" EARTH ., ~. . ~ (SEE NOTE 3) J. ,. . '.' )-- ~ f/"V ........- ...., 'i/~ 'VI · If SELECT COMMON FILL CJ - Z .... o ~ o 0 ~ Z W W (l, ~ (l, __ ~ ~ 12- (TYP.) t SELECT COMMun FILL BEDDING ROC" SELECT COMMON FILL CJ - Z .... o ~ o 0 ~ Z W W (l, W - en (l, __ INSIDE WALl- I--- OUTSIDE WALL n l PRE-PRIMED JOINT SURFACES \ o V) . .: 3 5- MIN. ll: PRE-PRIMED JOINT SURFACES .....J - ]~ A "V'. ....- TEE UNDISTURBED EARTH. BEDDING ROCK- '- 2- MIN. --.-./ . .' . ~ '. .'. . ~ I" 2- NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95~ OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED TO 95~ OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. PIPE BEDDING UTILIZING SELECT COMMON FILL OR BEDDING ROCK IN ACCORDANCE WITH TYPE A BEDDING AND TRENCHING DETAIL MAY BE REQUIRED AS DIRECTED BY THE CITY. 4. (.): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO FDOT ROADWAY SEPECIFICATIONS SECTION FOR SHEETING AND BRACING IN EXCAVATIONS. 8. FINAL RESTORA TlON IN IMPROVED AREAS SHALL BE IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS OF GOVERNING AGENCIES. SURFACE RESTORATION WITHIN FOOT RIGHT-OF-WAY SHALL COMPLY WITH REQUIREMENTS OF RIGHT-OF-WAY MANUAL FOR ROAD AND BRlDGE CONSTRUCTION SPECIFICATIONS. NOTES: 1. PIPE BEDDING: SELECT COMMON FILL COMPACTED TO 95~ OF THE MAXIMUM DENSITY AS PER AASHTO T -180. 2. TRENCH BACKFILL: COMMON FILL COMPACTED' TO 95~ OF THE MAXIMUM DENSITY AS PER AASHTO T-180. 3. USE TYPE A BEDDING TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 4. (.): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIAMETER 24" AND LARGER. 5. WATER SHALL NOT BE PERMITTED IN THE TRENCH DURING CONSTRUCTION. 6. ALL PIPE TO BE INSTALLED WITH BELL FACING UPSTREAM TO THE DIRECTION OF THE FLOW. 7. REFER TO FDOT ROADWAY SEPECIFICATIONS SECTION FOR SHEETING AND BRACING IN EXCAVATIONS. i 8. GRAVITY SEWERS SHALL UTILIZE TYPE A BEDDING, IF REQUIRED BY lliE CITY. BEDDING DEPTH SHALL BE 4" MINIMUM FOR PIPE DIAM~TER ~S THAN 15", AND 6" MINIMUM FOR PIPE DIAMETER 16" AND LARG . 9. DEPlH FOR REMOVAL OF UNSUITABLE MATERIAL SHALL GOVERN DEPlH F BEDDING ROCK BELOW THE PIPE. CITY SHALL DETERMINE IN THE FIELD REQUIRED REMOVAL OF UNSUITABLE MATERIAL TO REACH SUIT ABI:.E FOUNDATION. TYPE "A" BJ:"nlING AND TRENCHING DETAIL . ~ . . . ~ . . . . ~ - --n INFLUENT SEWER T (SEE NOTE 3) CONCRETE ENCASEMENT OF VER~CAL PIPE DROP PIPE (SEE NOTE 1) gO' BEND COMPLETED JOINT Vt1TH SQUEElE-OUT~ . - SQUEEZE-OUT "-:-. ~~ . p 6- p . INLET CONNECTtON AS REQUIRED '.. :.J J-', L j . . . PRECAST MONOLITHIC BASE . . . . , . . ..c p' .. > '. p . . p. p. , . . . . . . . CAST -IN-PLACE CONCRETE BASE p' STA~nA.RD l1",r1l"" DETAil NOTES: 1. MANHOLE SHOWN IS FOR SEWER SIZE 8" THRU 24". 2. DROP CONNECTIONS ARE REQUIRED WHENEVER INVERT OF INFLUENT SEWER IS 24" OR MORE ABOVE THE INVERT OF THE MANHOLE. SEE MANHOLE CONNECTION DETAILS. 3. APPROVED CONCENTRIC CONE DESIGN OR FLAT SLAB TOP MAYBE USED AS AN AL TERNA TlVE.(6" MIN. THICKNESS) PRECAST CONCRETE MANHOLE PLAN AND SECTION & PRECAST V MANHOLE WALL --.......... '. TypE "8" 6EDQH~G AND TR~NC~ STAINLESS STEEL ~P...... BAND - . . I . . PVC OR ~ DIP I SHEEllNG SHEETED TRENCHUNSHEETED TRENCH 10- MIN. -0- 6- ~SEE NOTE 1 (TYP.) _ . MIN..... ,J W' I * , (, [. '!.:. ,:' ..... '.' '~','. '~'.' ,:....:: ~1 I l' '. .....'. . . ..: '. ~ ~ ~ :_.:.,.. .'!', .'. . ':. ~ .. .:'-11.,. .~: :' '. :' :....:. . I ~ ~ .:....:.-: '~. "....--= . ..~ ' --:'. . .'!~/ " , ': '. ~ . . .!.. ~ I. . . !' :. '.: . ' '4 ' :.. .' ~ l' ' ':.' - .:. '. . . ~ I ....~. . " ~ ~.:-- ':':.~" .:': ...<. :~, ~ 2500 PSI I ':- ..' :. : . ! " '~'. ". ,!', 7 CONCRETE I I, ..' '. "'~' :-..' '. ~ . ~. ...',...::, _ .. .__.- -~~:.'- .........." ,..-.:.:.~ "I ~~ ~ ~ . .'!.: .... .':'.:' ~',: :...... .<.... .~' :'. ",::-..:': ~ --- UNDISTURBED r-' .:..... .-.:' ~ ~'~.' - ,... ~ " EARTH 7 .......... -..;:y I -v ~ '-7' 'L ""LL.~'" ......- '1 ~"'" -.,'.......- '" -." ""'<l......~ SIDES CAN BE FORMED WYE WI TH 6- BRANCH;~ I 6- 45- BEND~ ~ ....... -;/ SEWER MAIN SIZE VARIES STANDARD PRECAST MANHOLE -'-- --.... "... ,..-.,..-[ l~lJNNFC IluN UNDISTURBED EARTH I . . r ~ ....:.....:::.. '~'. ". . :': ~ .. :..... ~ ~ ...: ". .!. '~':':~~:'-:.'~ :.',~' :'. r; .. ....:;~... · .' 'f" ': . - . " 'J l~ '. . : '. . .!. r 1 . ~. . I !. . .: , j .:.'. . :..': .... y ~ -0- rSEE NOTE 1 (TYP.) . I I - ~ . . . . ~ ' ....~. . . . . . . . . ~ , " ' . . . . STAINLESS STEEL PIPE CLAMP RESILIENT CONNECTOR o~ 2500 PSI CONCRETE . z co :2 VARIES VARIES - CLEAN-OUT SEE NOTE 1 '- REMOVABLE PLUG ~~ ~........ .- ~ WYE WITH 6" BRANCH 6- 45- BEND CLEAN-OUT (TYP.) SEE NOTE 1 t 4- MIN. . ~ ~ ~ ., ') ~ Y,J:f,';: :"-.~', "'P.I/ '40,( .......-,"'" ~/--:t.. BEDDING ROCK DOUBLE WYE ~ ~~ WYE WITH 6- BRANCH NOTES: 1. DROP PIPE AND FITTINGS SHALL BE OF EQUAL SIZE AND MATERIAL AS THE INFLUENT SEWER. 2. THE CITY MAY APPROVE ALTERNATE WATER TIGHT CONNECTION DETAILS FOR CONNECTION OF 24" DIAMETER PIPES AND LARGER. 3. AN OUTSIDE DROP CONNECTION SHALL BE REQUIRE~ FOR ALL INFLUENT WHICH HAVE AN INVERT 24" OR MORE ABOVE THt. MANHOLE INVERT. ~ __ ""T - -. - ... ...."1 1 ClJN ::RF TF l.u~~n c""'"" FULL J:'~~A~J:'UFNT MAtiHOl,E CONNECTION Q.ETAlLS SHEETED TRENCH 1"'- .II=..U IIott-NcH g.jEE~NG 10- MIN. !.4 · ~h- ..; ..... " 1.....~.4 ~- J ~ // , . - " .,' , j , '" . ..., '. . .- .: '. ':': .1 '" , '!. . .: - . . - '. "..... ~ ............ .~.- :'. ': " .'!': ,', .: ,/ C25ONOOCRPESTEI ~,.~ ....- .... ~ ~ .'. . . . '. . '."""!" . . -.' :'. -.' '~::" >- ~ .... . '! . . .: -. .' . '.:' . .' j.. 'I ~ :'~'.!':'.~..' .:...... .~.- ':.' f,:"-....: ....< :/" ~~ ~ UNDISTURBED EARTH . . . . ,! .'. ,- . . . " , '. r, :- 1\7" '["'oJ.C""-... ... ~.P'I ~~ "Y!,~L", 'VI ~~ . -0- 6- ./' MIN:J .,~ )' SEE NOTE 1 (TYP.) fJ.Ati I 11 SLOPE TO ",-.- TERMINAL I 3' -"a&...:::-" _ ~ ~ . 0 EP TH AT ~ ~ 1.0X MIN. J 1 -w...: _ (TYP.) ~ ~~ - - ~~--. '--' ----\\\:.. ROTATE.., SPRING UNE 30' (TYP) ~ I SEWER MAIN I 6- . 1 --. J SANITARY SEWER NOTES 1.) SANITARY SEWER MAINS SHALL BE PVC-SDR 35 AS SPECIFIED IN ASTM 0-3034. 2.) SANITARY SEWER MAINS SHALL BE TESTED AND NOT EXCEED THE FOLLOWING: (0) INFlL TRA~ON SHALL NOT EXCEED 0.2 GALLONS PER HOUR. PER INCH DIAMETER. PER 100 LINEAR FEET. (b) EXFlL TRA ~ON SHALL NOT EXCEED 0.2 GALLONS PER, HOUR. PER INCH DIAMElER. PER 100 UNEAR FEET. 3.) INSTAlL BROWN MAGNE~C TAPE OVER PVC fORCEMAINS. 4.) IN ALL CASES WHERE WATER MAINS CROSS SANITARY SEWER MAINS ~11i A MINIMUM MAR DISTANCE BETWEEN THE INVERT OF THE WATER MAIN AND THE TOP OF THE SEWER MAIN IS LESS THEN 18-, THEN THE SANITARY SEWER MAIN WILL EITHER BE CAST IRON OR CONCRETE ENCASED PVC PIPE FOR A DISTANCE OF 10 FEET ON EITHEflt SIDE OF THE POINT OF CROSSING. 5.) A MINIMUM OF 10 FEET LATERAL SEPARA~ON SHALL BE MAINTAINED BETWEEN WATER AND SANITARY SEWER MAINS. ~.> S~WE'R /'1AINS f lllrel?lJLS Ht/ST BE rV'D f n 7RPe PROt/IOeO ro c/ry PRIOR TO cERr/~/CnT/ON. ~ -0- / 4- -0- / 2- -r SIDES CAN BE FORMED NOTES: 1. (.): 15" MAX. FOR PIPE DIAMETER LESS THAN 24", AND 24" MAX. FOR PIPE DIA. 24" AND OVER. 2. "D" REFERS TO THE DIAMETER OF THE PIPE. 3. "T" REFERS TO THE THICKNESS OF THE PIPE. 4. USE OF CONCRETE ARCH HALF ENCASEMENT OR FULL ENCASEMENT TO BE DETERMINED IN THE FIELD AS DIRECTED BY THE CITY. 5. REFER TO NOTE 7 ABOVE FOR SHEETING AND BRACING EXCAVATIONS. FINISHED GRADE \t \l... P.V.C. SCREW TYPE CAP NOTE: IF CLEANOUT IS WITHIN A PAVED AREA THEN THE CONTRACTOR SHALL PROVIDE A TRAFFIC BEARING UD. ~ ~ \J... [FINISH GRADE .~ (TYP.) .. . . . . 2 f8 REBA~: [I Jill' .; (TYP.) - i;. ~.' t/: . . . ..:.... ":::'.V-P.V.C. PIPE- . . : :: . ~-: : . . /.'~ FLOW . . ~/~ -- 45' P.V.C. BEND . /- r:..' . "/. V" r;- . , "Wp.V.C. -~ ~/" WYE ~/-" .'. . . . . 0?7A .. FLO\t W//.% : ~ FLO~ 6- MIN.- ... SINGLE . LA TERAL DOUBLE LA TERAL r~Anl J:' OR HALF ~rA~J:'uJ:'NT f.B.QEU.E . . CON.QREIE ARCH AND ENCASEMENT DETAILS . .'.~7l: . ~///. V//P//////7b ~~ 6" (TYP.) PIPE AS INDICA TED ON PLANS IN-l ~l J:' A~nIJT CLEANOUT DETAILS . NOTES: 45' P.V.C. BEND CONCRETE ENCASEMENT 6- MIN. ALL AROUND p.. uljl~1 A.I ~I F=' A~nl IT ,., LAND ENGINEERING CONSUL llNC ENGINEERS S2fJ l/:;HT:NING rRAIL 'I1AJTLhN'lJ. FlORIDA 32751 PHONE: (407) 69'1-6090 co. 7HE OAK S .J 1. SEE CLEAN-OUT DETAIL THIS SHEET. 2. INVERT OF SERVICE LATERAL SHALL NOT ENTER SEWER MAIN BELOW SPRING LINE. CITY OF WINTER SPRINGS, FLORIDA SERVICE LATERAL Q.ETAIL SCALE NONE .1/ 7iZ1t " DESIGNED BY: 7" A.L.L. SANITARY SEWER DETAILS DRAWN BY: P.R.L. DATE: 12/20/14 ISHEET 10 OF IjJ