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Home My WebLink About1998 12 14 Regular Item C COMMISSION AGENDA , O12.~~ \ \t\@'-~ - ITEM C I Consent InformauulI Public Hearin Re ula r xx December 14. 1998 Meeting MGR. V /De-f. _ REQUEST: Community Development Department, Land Development Division, requests Commission approval of the Final Engineering for the Kash n'Karry/Courtney Springs Apartments site. PURPOSE: The purpose of this Agenda Item is to approve the final engineering for the Kash n'Karry/Courtney Springs Apartments site. This project is planned to be a supermarket with associated tenant shops and a 252 unit apartment complex. The property is located west of Vista willa Drive, south of SR 434, east of the proposed Fire Station site and north of Howell Creek Reserve subdivision. APPLICABLE CODE/LAW: Section 9-71. When a final development plan is to be filed; extension. (a) The final development plan including engineering and plat for all or a portion of the area covered by the preliminary plan shall be submitted within one (1) year of the date of approval of the preliminary plan; otherwise, such preliminary approval will automatically become null and void unless the City Commission grants a specific extension of time. Section 9-72. Processing of final plans. Processing offinal plans shall be as follows: (1) City Planner (2) City Engineer (3) Staff Review . ( November 23, 1998 REGULAR AGENDA ITEM C Page 2 (4) Only if significant changes, alterations or modifications have been made to the final plans which would cause to be construed at the time of staff review that a substantial difference between the final and the preliminary plans now exists, plans must then be sent to planning and zoning for further review. If no substantial difference between the preliminary and final plans exists, this step in the process will not be required. (5) City Commission 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 fir protection systems (2) Sanitary sewer (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 November 23, 1998 REGULAR AGENDA ITEM C Page 3 groundwater elevation is less than one (I) foot, six (6) inches below the bottom of the swale (or bottom of road base where curb and gutter is used), underdrains shall be required. (8) Soils exploration. The results of comprehensive soils and explorations, evaluation of results and recommendations by a city-appointed soils engineering and testing firm. The soils explorations work shall include as a minimum" 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 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. 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 by conditions found in the field, the city shall have the right 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 solid 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 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 (I) inch is equal to one hundred (100) feet (or larger) in general accordance with FHA standards for lot November 23, 1998 REGULAR AGENDA ITEM C Page 4 grading. Substantiating soils borings, evaluations and studies shall also be submitted to document soil conditions, projected high-water groundwater elevation on the lots, and adequacy of the lot grading and drainage plans. (10) Street lighting plan, demonstrating power company participation. (I I) 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. Section 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 commission may approve such final development plan if the plan is in substantial conformity with the 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..... " ORDINANCE NO. 489 - Settlement Agreement ORDINANCE NO. 675 - S.R. 434 Corridor Vision Plan New Development Area CHRONOLOGY: October 21, 1998 - Final Engineering Plans submitted to the City for review November 23, 1998 - City Commission approved Preliminary Engineering! Final Development Plan December 4, 1998 - Development Review Committee Meeting December 7, 1998 - 1 st Public Hearing to Consider Development Agreement between City and Developer December 14, 1998 REGULAR AGENDA ITEM C Page 5 FINDINGS: 1. The final engineering conforms substantially to the approved preliminary engmeenng. 2. The developer is seeking variances from the requirements of the SR 434 Corridor Vision Plan, New Development Area, through a Development Agreement with the City. 3. The Staff has found this project to be in general compliance with Code requirements provided a Development Agreement is executed. 3. The developer has chosen to request approval of final engineering separately and prior to approval to record the plat of this development and the City Commission may approve the final engineering if the engineering is in substantial conformity with the approved preliminary engineering. CONCLUSION: The Staff has found this project to be in general compliance with applicable code requirements provided a Development Agreement is executed. RECOMMENDA TION: Staff recommends that the City Commission approve the final engineering for the Kash n'Karry/Courtney Springs Apartments project. ATTACHMENTS: December 4, 1998 - Development Review Committee Minutes with attached Staff Comments - Kash n'Karry Final Engineering Plans - Courtney Springs Apartments Final Engineering Plans - Kash n'Karry Lighting Plan - Courtney Springs Apartments Lighting Plan COMMISSION ACTION: December 4, 1998 To: Mayor Commission Thru: City Manager Thru: Community Development Coordi~ Land Development Coordinato~ From: Re: Development Review Committee Kash n'Karry/Courtney Springs Apartments Final Engineering The Development Review Committee met on December 4, 1998 to consider the final engineering for Kash n'Karry/Courtney Springs Apartments. Representing the project were 1. Kolk and B. Shallcroft. Staff members present were Carrington, Cook, Grimms, Houck, Jarrett, Jenkins, Lallathin, LeBlanc, Lockcuff and Tolleson. Please see attached Staff comments. Motion by LeBlanc that the project be favorably forwarded to the City Commission for approval, provided that the proposed Development Agreement between the City and the developer be executed - seconded by Grimms. All voted aye. cc: Staff CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 DATE: December 4, 1998 TO: Land Development Coordinator, Donald LeBlanc FROM: City Engineer, ~ ./ Mark L. Jenkins, P.E. '...C:::f' SUBJECT: Kash 111' Karry and Courtney Springs Apartments Final Emdneering A review of the subject Final Engineering plans fmds them to be in general compliance with the Land Development Code. I recommend the subject Final Engineering be fOlwarded to the City Commission for their approval. If you have any questions, please let me know cc: Community Development Director Building Division , Memo To: Don LeBlanc From: Don Houck ~ CC: Date: 12/04/98 Re: Kash-n-Karry and Courtney Springs Apartments Final Engineering Comments No further comments. Page 1 TO: Don LeBlanc, Land Management Specialist FROM: Glenn Tolleson, BUreau Commander of InvestlgatiO~ DATE: December 2, 1998 SU8J: Staff Review for Revised Engineering Kash n Karry, & Courtney Springs Apartments. d ha:,-=- received the memo and inspected revised plans for ~w ~ and have the following comments; Kash n' Karry, and Courtney Springs Apartments; 1. I have no comments at this time. CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 Fax (407) 327-6288 Code Enforcement MEMORANDUM DATE: December 3, 1998 TO: Don LeBlanc, Land Development Coordinator Jimelte Cook, Code Enforcement Specialist ffi9 Kash n'Karry/Courtney Springs project FROM: RE: I have no comments on the landscape plan for the above referenced property. MEMO FOR RECORD December 3, 1998 From: Land Development coordina~ Re: Kash n'Karry/Courtney Springs Apartments Final Engineering I have reviewed the above referenced final engineering plans for Kash n'Karry/Courtney Springs Apartments and recommend approval provided the proposed Development Agreement between the City and the developer is executed. CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 Community Development MEMORANDUM TO: Don LeBlanc, Land Development Coordinator Thomas Grimms, AICP Comprehensive Planning coordinatos:T ~ December 3, 1998 FROM: DATE: RE: Kash-N-Karry / Courtney Springs Apartments I have reviewed the plans and have no further concerns. WINTER SPRINGS FIRE DEPARTMENT MEMORANDUM Donald LeBlanc, Land Development Coordinator Timothy J. Lallath.i""~ ?!~::S~\~C::~{~ ! December ,4~).998 "",:",:"r:'--;:=~::::C':.:..> ""''-0 DeveloprjlEf~t R~vteW:f~q#lHii~~i~)'~~~~. '~'~~ Preli~ilflary ~P'Qt9f~~i?~"'~'~~~~?:~~;:~':~~a~~~\courtrcey Springs Apartments. d (\ .' ,?.". ---......-... t .: ,'-\ '. --.;\'k;;""./(j ,'/ \\ ; ': ~Y /" ~",':\ ,,(..~ - \'\,.<\ \ \ } 1:< \' /~" /:; ./~'\'~?>~) \" J i ,)/~:~.,< //;/Ii'"~<'':~~::~~~:'~''' .~<~.'>~.'~'~~Y \\'\\(:;;~~ \\ ""i I, . f.::...... " '...' ':'~ .' ".' 'II ".\ 'U\\\ \\ . ' I _''''.; ,'!,' \,;/, 'v, ~ '\ ,.' \\ , t The Fire Departmeht h~~\:review~d ;,the \j5lans::on;. the abb,~e 'refefehced iproperty as submitted and seal~d q~t~d )1 2~~~'9;~,8~~Noad~JJiR?~,i~~~m'~nt~ ~ife r~uired at this time and there are no otbJec'lons to t~e Rr()l?qs~q,.<;:Je:(YeI9prnehts. Ii Ii 1.1 . I: . '\.',.. "~ I''''e! ""''0",-" I .",.1 ,I I' J" i ! \;1 I ~/'./., ",;" -:Bj '" -'-',if' 1/; ! ( ~', ./,,> ,) JI \\<;/',,/';'",1'1",_ /1 './ '1,//.;, /1 .,' "':::',' f I; ~ ~~;' .', To: From: Date: Subject: 102 NORTH MOSS ROAD WINfER SPRINGS, FLORIDA 32708 TELEPHONE (407) 327-2332 FAX (407) 327-8514 \..~ CITY OF WINTER SPRINGS, FLORIDA 1126 EAST STATE ROAD 434 WINTER SPRINGS, FLORIDA 32708-2799 Telephone (407) 327-1800 December 4, 1998 TO: Don LeBlanc, Land Development Coordinator Kipton LockcufT, P.E., Public Works/Utility Director Jll/" FROM: RE: Final Engineering for Courtney Springs/Kash N' Karry We have reviewed the final engineering for Courtney Springs Apartments and the Kash N' Karry signed and sealed December 2, 1998 and have the following comments: COURTNEY SPRINGS 1. Please provide us the documentation for the existing 15' X 35' easement on the fire station site during the platting process. 2. Landscape irrigation is assumed to be from a nonpotable source for water capacity calculations. Irrigation with potable water will require a recomputation of the water capacity charges. 3. Water and sewer capacity charges will be due prior to construction. Based on 252 units and a clubhouse the estimated water and sewer flows are 105,800 gpd and 65,520 gpd, respectively. The current capacity charge is $1. I 2/ gal. for water and $6.30/ gal. for sewer. The total capacity charges due are $118,496 for water and $413,406 for sewer for a total of$531,902. KASH N' KARRY 4. Landscape irrigation is assumed to be from a nonpotable source for water capacity calculations. Irrigation with potable water will require a recomputation of the water capacity charges. Reclaimed water is projected to be available at Vistawilla Drive in early 2000. 5. Water and sewer capacity charges will be due prior to construction. Based on 65,705 square feet excluding the outparcels and using 0.15 gals./sq. ft., the estimated water and sewer flows is 9,856 gpd. The total capacity charges due are $11,038.72 for water and $62,092.80 for sewer for a total of$73,131.52. 6. 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. We recommend approval of the final emlineerin1! for the Courtnev Sprim!s/Kash N' Karrv. File ,~ -""'!"I" ~ "IT1;f1 l ~ S' ~ ~ ~ ~', 1\- a ~ a' ::s \I) ""'- ,,- ~ ~~ c ~ -- --l ---< --~ , , -,~---< - ( . -- ~:;;..-- ~ .1"'<. ~ /'-\. y --=~ -==-- rmTl ; +t~tH1+lfrt+Lt+- ,- O-~+-----1O~~-~- --+ ~ r r r~ ~ 1""\. '-'l " illlO - u III u rn ~ t:'~ "ti.... Q)~ :::all) ~\ ~ -- 1+t+D 'i>"lI !..,J ~3=~ . ~ .g () CI) CI) Q,. ~ Q) CI) :)- ::::s ... ~ ~ ~ \ , \ . . \ pr."",:6- '4..0>- ~..J- " 11-, , ,., C' I L _-_ -~~_imt---~ -"~ rl rl--L ~'" ~ . . +tt+--- I'"'\i """l i3 I I I Ll I E (~ (O~CIa .ns. ._~ ~~s- i"::3CQ ~ CI) ~ ~ >~ .~ r ~ . ~ ... 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'FLORIDA 5; PHONE< (407) 843-512C Ft.X. (407) 649-8664 1 I -n<; " ,~i, 1'1 () "',;:.' Ck"l."li .-' KARR'( KASHN' "", ", .,~- .-o-..;e-'-":,, I rL ,tl II".'"'''' I ~ ~ I I ......,." '" S () .. o .... ~ .." .. / ,- ' !~ I i~ ~~!~ .= rC i iM . '. .0 - ~Cl' . . .a _:>1'-" ."'i ," ,.:tl10 !r-' -po I ~ 101 " C\ ~ : 6 :':fji : =....,. .:> / I I .~./ II / l.-.J ! ~ I J -- ,n II ~~ il 1 . . ' , ! ... I 'I' I ,"'" I I . . z' ;: 1 i ~ i :1 ~ _ I !j , I " , .." ~'Nk ! If ~ i I , Ii "!f--------.u .......... 11 ~ q it II II I' -41 :<:> il .'--j m : :1 ,... . " . < il ~ c II W : 11 en ; ii ~ u II' 0 . II "'0 : ..Jl 0 : ?:: ." , "-I: "'0 · I' )I> t II . .1 ~ : I _ . ;, "'0 : ; m . 'I'J ~ . II !I . ~I -;' 'il ~! d . :, II II I' .1 Ij 9i1 .:::...j, II I, II ,I 1t .'1 'I -~, : ....-, ,i -'iP'l "~~"~f~"'-- . . I':!9 :1 ~li; " ~ J1; II ." , -.., ; i iLrJ ~i I~l i i@.i i~ I 1<Q I ~: h ! [ J. f. ~ ii-,~ \ "' r -< ", 0'- " . . . .,.. 0,-" 0 ." \Jl .- 'tI'- 0 ~g : ~~ ~ ,.,-" ~ . ,. fL,... .... , : " ,. o ~ f.o', '!IF ",.'.LI,,!.;"i~:Ji]~~~ ~:,i;jf~"~:,, :10:;'" , I! ., I , I t. t j ~ CD I\j .... II) ....! ~ > II) ~ .c l;) ~ '" ~ ~ t ...J Q. ~ ~ ~ /' ~ t Q. c:: Q) ~ ~ ~ ~ - ..Ie c:: ~ .::, ~ 6i ~ - - DATE ~ " It) " ~ BY DESCRIPTION DATE EXISTING TUSCMILLA - TR~T 15 PLAT 81<.43. PGS. 48 & 49 . . . . . . . . . . . . . . . . . . . . . ~ ~ , ~ . ...... I ... ' II J III I II ...... / " :' II \I .,.... " ./ " ~" I , I /I SJ~!!Q."..:iCoE WETLAND UNE"\ I ... " ~ III , I II \. ....... .......... \ " ...../ " - --- - ~t --- ~~t~ - ~- -; - t ...,..~.~.~,... / I / r.r. ~ " ~III i II '. " I ... " ". II ... "" ' /'5' BUFFER I / o~ ,r. _ _ - - - - - ....' ~ " " I I II .... 'j './ , .' -' N 8'r49'arW~ N OU'/O'5S' E II II, II \. . ::-', ,,_ _ _ i- _ _ _ -- I ./..../ 1,~ N """"5'" E ,," :'I.S~'- 26J9' I' 1_ _ 12379' _ _ _ ~ J: :: :!:: : :: '1 . -_~ ~ ~. _ "",,'v oJ "WH~ ......- A :iI'-SO'RII :1 III II I - - - I.t.: I ~ ~/ ' ~ , I ~ : II ~" :,'" I II '1 I -- II - - - - J. .1 "(. I I I ... - - ~. "" ~ .. Ii. VI I I II " "" I II '. . ' ~ ~ . . 'II- ~ .., _ _ - - ~ - : II " :L II, " ......,. ;-:/.......... '~~ ~('- - - ~ 't>,p ..~ I I q,..; I 30' R " ~ii ~'I II ...... ~ -.::: ~ I ,,~ :' all /I ......... " N B9"~.; 3ltniTIl' I 'II II )),1 ~ n II ... \ ......64J5' ~ J ". ;,,/ , T ~" ~r''(.." II II . ............. - w y ". ". .,,,/,,// - ~ I ! I ~",: II ,,/I .. ~:;... ...... __ -- -- /-/ - -- -. ~ I I ~ II 'lI I III I II ..:;. ~;;.. I . .... ~ ~:::... II . ~ ;.. II I . ~~~ ~~ ~ /" -,,/ to ~ ~ ~ ~ ~ ~, · . " II e>:! ())I I' I II ... "~~ ,.. ~ I .~~ r---t..---------.-t-----, ltl ! : - - ~ = ~ ! II II ~:;-~,II! I /I .......... %- I I / t- I I II II ~:I, ::111 II ~ iI ~ ~ :;.0 ~ I' I I "4 I ~ ~ ~ --;. I II II It ~I ''"'''I' I II ~., ,.. I FUTURE EXPANSION I I ~ 'I I I I !fJ.tt :11 ~ I. ~{> 'lro__ I 9.650 SO.FT. : l' - - - - - - - - - - - - - - -~ - - - - - - - - - - - - - ~ (' ~:: :: ; ~I ::i I :: " /' /' :J \ DRY ':;~NTION I I I I tt- I ~ ~ ___ I ~ 0 ~ II II ~ ~ 'II' I II _ _./~ ~-.. - \~fTH UNOCRDRIVN~. I. I . ! ~ ~ _ ~_ ~ , t -- u JL - - - <-- -' - "L 1..11" "'- - -;~~;--- \~~N:r A ,_1,1 I r:::~;~~!~:;tfj,,~i:;'.f~~ - -=. 1,' .... ,",. -:~ ,I :: ii ~ t ii,',:! J :: ..... "'" I SHALL NOT BE LOAD BE MING. l.&J ca '.:r ~ " ' ___ y --- : --- --- --- ~ .... ... - - - - - I ~p · r~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -} · · :: ~ -i I" ~ ::i I :: \ \\ ( ;" -. I ..(' ~ I ~ ~ .... I II ~ ' I Y II! /I \ \\ '\\ \ I ... a I -.. - :.. - - ~ I II g I '''I II \ \\ \. \\ \ I - - - _ _ I II II " I II /I ~ /CASH Ii' /CARRY I I CI1 I I \ \~ \ \\ ~ \ I ~ I ro F F.. 38.30 a I ~ .. ~ ,. ~ I ( 'It. ~ II II. III II \ \ \\ '\ \~ ~ \ .,[ \ 0 I I ~ll'..-yo ~ II II ! I /I' \I \ ~ \. ~ \\ \._._._._._._. _. I 46.295 SO.FT. ,..,.. t~------------------------------io~ II: ! ,", ,~: II! ~IIII '\ \ ~ 1251XY 4' I I P ~ , I 11/ \ ~ \ TRANSFORMER PAD .. . ~ I ~ .... '. ~ I II ,. II! I II' II \ ~ \ ~ ~ \ I I I ~ ~ ). It> ,~ ~ ~ I II ".: II, I II' II \ ~ ,,\ \ OUT PARCEL 2 .. ~ I II - 1_.... I ~ \ '\ ~ \ ~ \ COMMERCIAL USE I I op~ I i - ,- - I II CIj ;J(B "i II \ \ \. \ \ l.tiO /lC.; I I ! .... ... I ....!.. ~ : il.l ::! : \~\\\ \\ ~,":/::;:'SOU'27'39'W ,! I ~~-----------------y----------~- .,:: ii I:: I:: ,,~ "" ~ " " i1r i '-w: ~ .. ' ~. . . ~ ~ i ~." : 1/ II I! ()) II' 'a, II ~~~>~",,:~~~ """" b. i "n" _ n"=H1!U"'. -~ - "51 K i' -yo ~_:~ li(i ~~ i1 ~ il 'C?- t" ~ ~ "" ~ ~ <'D~ " " ! '" - - - - - - - - - - - - - - - - - - - - - ~ :'.. ! I I \11 'II, I I~ ~ II "~,, ~" " , I , I I' It. II "", ~~ . ';;: ~: "" "ii i · - ~ J. i I 1 u"! ~ I~ : tll "orm IIH ,,~~ " ""'-~Q~~ """ i i ,.;' · . i.. : 'lJ __u_ ulli r - -:t- -1,- ::i9~; ,,~ "C'(,~ ,. i laD. _ RETNL 0. ' I · II II" If. II Irrv.29.IO "" ~~ ,,~~ ~,,~ " 1., STORE.., ! I II II, I Ii I II " '?J... ~ " ~....C' '- . l 9;60 SO..FT...., our PMCEL I I II '" ~ ()) It I II ,,~C'~~ '''. ~'- >0 ''-, ~ i ,~ a 1-' COM'" ~RCIAL USE I II III ;- ~ It I /I ~ 6 ~ """ '~...... J's ...... . . l :. ~ I II!2 /lC. I II II, I '" /I I II "" ~~ ''', ........~...... ............ ~~~ / '" ,. "'J ~ ~ Sli;J'ALJ i , II III i \0 Ij I II ",,',,~ ............ ........~~...... ~1 ' , ;.............. L~ J~ ra. n~~ it,' :: :, i , I:: " '\ .............., ."-- ...... - · ~1:) ~ ~, .. 1 I , .......'~. ~................ ....... - - ~ ~ - ~ I f I II I" \I " ~ ,,~..,. ............."- " .........". - - - . 4 (! IIi I II 1// '...... ~ ~,..~< '- . ":s...... ~ ~ ~: ~ ~ ..... ... " J I -" :: - , .... ' I II I I 1/ ' I II 1ft'" " : ,~ . ............. -...: ~ ~ ~ ~ j~ .. -, ~ ~ ~ ~ i I H "" ' II ! I II ;1 I /y;.t-" =::-~.:::::-~........ -...;::--..~ -^- ... ~.....- ~-...._ : ~~ II ~ ..----------4t\ ----------_6 :' ,i'~-1: ':: ?/ I '- - - _ - "" "" - - - =JL:~ ~~'1; ;:~ .001&;:--- 5' S~EWii:x - - - - - - - ~ S '3tr W 206.B5' ~ II' ~ II , ...... ....... ,..::::::- :::-.... ~ '..... . " ::::: - ~'oS'/O'~ ... " /!/ I ()) i II ..............;". -....;:.:::::- l) .............. -::::::::::::::::::::::: _ 01* ... '01 ~i~PoI" _ 5' EXI::iT.".,....c. DEWALJ( ~ ~~ __ ~/ 'II . ....... - -.:::::- 36 ~ ~- - -...:.~---------= ~---;;..-- I .' ...... -,;- . _ - .::::: .:::::: - - - _ _ _ _ _ - :::: :::: - - .~~ 2' mloml curb - - - - - II ll$torm MHZ --.-::::::-.::::::: r,/S'r - - - - - - - - - - - ~ = - - \# S 05'/5'(J(/' E" .~ II I 'lr'op 35.50 - ,.... ___ ~ ~ ~ _ ./LL,4 - - - . ,6 100.50' '.. I ',:.;.:,r.~..~.,".nv.3/.41 Lf,~~5.?9"-' :: ~ ~ ~ ~ ~ __ _ -. dRiVE - - - f~ - _+ - ~_"=- = = _ =: _ _ _ _ _ __ ~ ~ ..J' I,ll M .".. J..,. e-r - _ _ -_ - - - - - -- - - - - - - - - - - - - - .,\.. _ _ _ _ ~JpOle - grass ""':,'0;: Pole - * - - - - - - - ~ Irrv..3/JO .10' ~c w:. - _ :::= .:::::.::::: .::::: .:::::.::::: _ ---= - - - ~.....---=---~ -- = = =:=11 -= g:.../I I II ">"'<.',.' lrrv.3/..35 . - _ _ _ - ::::::- ::::::- ~ ' II ';t. -- -- .::::::: ~ -' I '.'.i,; - - - - - _ ""-::::::-:::::::::::::::::::::::::~ 2'paml curb J'~, II ~---- ~ =3e=:====:::it======== ----_ I II ';! ~- i --- .... ----~ (;~ \\ // ------j------------- ~~--f -...;:~ 'II !~ II II . \ ~ ! II I " II \ \!:: ...............t.............................................. :: :: ~ q' ~ i :: ........ \~ij ................ REVISED PER Cffr OF WINTER SPRINGS II II~' .. ... ~. II "" !! ;'jTi:: ~;4~ I ~ ) , ~ v' .. ~ I , o \ \ I o I , \ \ 6'BUFFER WALL Storm MH top 3/.74 lrrv.27.68 BY a.vlslo N S DESCRIPTION DESCRIPTION SU8MITT At. DATE WINTER SPRINGS DATE BY BoWYER-6lNGLEfON &. ASSOCIATES, INCORPORATED CITY OR COUNTY .....0. f"~ N'PftOv AI. LIGHTING PLAN TUSCMILLA PARCEL IS. TR~ Ie KASH n' /CARRY SHOPPING CENTER 81) SET .......11.... . PLA."'.. . e...I..... . ...v.........'AL 520 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 407-843-5120 . FAX 407-649-8664 AS-1IU1L T I . I . . I . . I FLORIDA , " .._._--..._._-~--,.-...,-- ~:--- -..... II SCALE, r-!KJ' ~ ~ ~ (\\ - W ..; ~ r' ~~ liP: C5 ~~ ~ ,.. . (I; ....d :r. . . r. . I' t '. f ~ , ,. :j DATE OCToeER 19M OESIClNEO KEP CHECKED SC....E JrK 1"'~O PftOJECT NO, f"I.E NAME SHEET KN<1 KN<1iCP.OO1 1M1 e . . .. . 8T A TEROAD 434 ( COMPACTOR 3...,... t-f8G. t.C METER DISCONNECT SII TCH FUSED AT 80 A. o II) ~ II POWER COIIPAflIY TRANSFORMER 3-14. t-C ,t GND =~SEE GROUNDING DETAIL ON SHEET E-3 17 TYPE . SURQE ARRESTOR METER CENTER lOCA T I ON BU I lD IHO MOUNTED SIGN lIGHT. TYPE sa HUBBEL NRC-30a...... (WAll PAct<) TO POWER Ct1t/P~ S TRANSFCRE-R Q) GRADE MOUNTED. lEA THERPROOF JUNCT ION BOX ~. ....'....1 WEll..AN) + . + . + . + . + - .. + - + - . + at + . + . + + . + . + 1ft + . + .. 1. ALL 1'R~OR" LOCATIONS SHOWN ARE PRELftll*RY. VERI'Y WCT LOCATIONS WIlli LOCAL UT ILl TV. 2. ALL ~ '''tlOR anLOING AND 51 TE LltHTS ARE TO BE CONTROLLID 8Y PHOTOCILL OR PMOTOCB.L/C_T ACTOR AtItANGE'-NT. ~ 3. CIRCUIT DESIGNATIONS: ...2 II L C~IT ~ .~ HOUSE PANEL , -"1l.DING N~ CAST IN PlACE.. 2- .. GI*L V. PIPE. 1r LONG (2) J/8- X 'd REBAR 1- VOID 4. CONNECTION FOR LAN)SCAPE/SIGN LI..-r Ire. SEE LANDSCAPE DRAWINGS FOR TYPES AND QtMNTI TES. EYENl Y DISTItI8UTE FIXTURES ON CIRCUITS IfleICA$. 8TATteT1C6 CAST IN PLA<< J- X 5- HANOHOL! lftH WEA lHERPROOF CO\€R b I ~ 5. COMPACTOR SERVICE. SEE RISER DIAGRAM ON THIS SHEET. ..... ..... ... u liIPF LLMtNAfIII!E eo-EPULE .. -, - ..... .... ~... !t:.... ~ ~. LU1 _ W1II;8 0.. I l~... 1..~..4- l~tll1l_ ~AU..~M"'IJ_ .. .- ... &.,. c::Ifr........... .1... 0.01 I I LmDU ,..... _ . .lIIIIUt I "'" I"~ 1 I ~ AU.. .......,.. WtlIlCIl1M . . ..-. .... tciM.... _ CUT...cIIIJ ___ ..... . . .. ~ .. cu. ~ .n... . ~...~ ....... . . . fIIlClL8 .......- ... CIII ~4...;....... .... ,..... ...... ~ IN) 'UIC'. ......... I..'" .. MA' _..,. \; I " b I in . . f-n-i .. ~I . I . . / t"\.\\ . . \ ~~ - " e , ~\ It . eJ . faj - ... Ir ... :1 ,~ !J 0 tiar ~ 0 It i I 'J ~ -a. l- Ii .. ,., - i, I ~ ; I . ~I . J . CD 11 I ... .' :~ ~ IJ : t i , .J \\ t 11 . . f~ t ~~l f II I , I .......11" Ii f , . I JI i .1 t I :".' . n II " (I I~ ,,- I- J' .. 1. ,. -a' I .~~ I~I '_I '. I II I ~' e. It , I It I. t I ,. 1 I JJI ,. . If I ~1 ..~ ~. 4' I~ 8~ .. .~ "II1II !j - ~ . I . h ~~ .- " I~ "C.I f; CdJ -6' I J J .~ ~ J ~ a , ; .. I- .~ - I - .~ i-: . 'III 1 I .. .- - er- I t . t # . , ~, ~ . . CIlY OF WINTER SPRINGS II STATE ROAD ~ ., :::: ;:, > i ! ~ ~ ~ ,/ 434 & , f VISTA WILlA D NO CONSTRUCTION TRAFFIC IS PERMITTED ~ ~ Q.. i ~ ~ g ~ ~ ~ , ~ ZIMMER DE ON VISTAWILlA DRIVE' KASH nl KARRY SHOPPING CENTER OWNER I DEVELOPER : WAYNE STUBBS ZIMMER DEVELOPMENT CO. 111 PRINCESS STREET WILMINGTON, Ne. 28402 (910) 763-4669 ARCHITECT : ARCHITECTURE PLUS INTERNATIONAL 2709 ROCKY POINT DRIVE. SUITE 201 TAMPA, FLORIDA 33807 (813) 281-9299 LANDSCAPE ARCHITECT I SURVS:VOR I ENGINEER : JOSEPH F. KOLB, P.E. DOUGLAS P. OIERLICH, R.L.A. BOWYER-SINGLETON Ie ASSOCIATES, INC. 520 SOUTH MAGNOLIA AVENUE ORLANDO, FLORIDA 32801 (407) 843-5120 PREPARED FOR ,.'1. " , '. , ...... " .. ~. '. TABLE OF CONTENTS ,'). , . SHEET NO. DBSCRIPTION . , I CCNER SHEET 2 GENERAL NOTES 3 CNERALL SITE PLAN 4 SITE PLAN 5 HORIZONT AL CONTROL PLAN 6 PAVING,SIGNK;E & STRIPING PLAN 7 GRADING & DRAINAGE PLAN 8 9 10 1/ LD-I LD-2 LD-3 UTILITY PLAN PAVING & DRAINAGE DET AILS RETENTION POND & DETAILS SEWER & WATER DETAILS LANDSCAPE PLAN LANDSCAPE PLAN LANDSCAPE DET AILS ~~ ~ . ~:" <1?t: SA 434 ", ~. " ai ~ VIsrMILLA ; a ., ORNE e e t KASH n' KARRY , SHOPPING CENTER THIS IS TO CERTIFY THAT THE ROADWAY CONSTRUCTION PLANS AND v SPECIFICATIONS AS CONTAINED HEREIN WERE DESICNED TO APPLICABLE . a STANDARDS AS SET FORTH IN THE -uANUAL OF UNIFORM. MINIMUM L&i; STANDARDS FOR DESIGN. CONSTRUCTION AND MAINTENANCE FOR STREETS ~'i" AND HI CHWAYS" AS PREPARED BY F'LOR I DA DEPARTMENT OF TRANSPORTAT I ON \Ii ~.,:- ,j < '. ~ iJ SITE WCATlON ............ · ~..... · ..e..y,.. · 1'.......Jft_.. 520 S,QUTH UACNOLIA AVENUE 'ORLANDO. F'LORIt:>" j2a01 407-843-5120 . FAX 407-&49-8&64 '. ' ..... Jo ~~ "It " , . ". " 1'~' .: \ " 't <', . "\, , , . ., :i". . OCTOBER , tt., KNKIPCV.OO2 SlCE T'f,.. ~-; . ,., ..{.t " .. 't.U~ 2,." ~', I- '.' ~ ,11~,' ,\~''; . ." .." .~- - .. -...... . -.,.......'... . .~ ,II "'~' ,";". ,.~ , .. . ^', . ..'. ..'.$,'~. ':'! ,;,~., '~'!~ '(~ T:;~\ :'.;{1"" .. <~,",.;7;~~:;j ~ ~ "" ..... , ::::: ::; > ~ i ~ ~ ~ ~ ~ ,- ~ \I) ~ ~ i ~ r j ) t 1 ' I I I. .; !I I , . ~t i ~lt : " " . i ! . , , I I ! I , I j t : I " ,j ~ g ~ ~ ~ ;s -; ~ DATE ~ " ~ ~ I. All CDtUtrvdlon to ~orm with Ctry (J/' WI",., Spr/~ ....tI. " .-:IflcdlOM.unIfIa dlWw/. wtJlvet1 by ". City. , 2. The Eft(J1,..,. cwt/fIN tIrII 011 rotItA<<Iy. ..... tIe6/tJI*/ 10 ". .. plIOtIbIfI ~d..". ." forth by ,he CIty (J/' WI",.,. Sprl,. flfJt/ 'he Flo.DtJportflttJd (J/' TrtlfWP(Jl'tt1flon IhINOI (J/' Uniform Stottdortl. for Dulgn. CoMtrudlon. ond 1I00ff1W1tJnt>> for Sfr_. 0IIt1 HlOfWtIy& 3. The Corh'octor .,.", otJtJf'dl"",. till work wltNn al"'nrJ fYJtlfJ rl~-woy.s with CIfy (J/' WI",., Sprl",.. of. " w'" be ". rfltlllDM/lJllIty (J/' ". ConIrtldrJr to ooqutre ". ~ Rlt}ft-Of-W,. Permllf.J tJnt1 Pf'tNld. for ,,. -'-'Y tlIttI tXdrol (J/' IOCtlI trtlfflc durlfJf1 CtJItIIIrudlon. 5. r,. COntrtJdtJr 6/ttIII,. MfrMtltly OtIUIIow w"" worMfJf1 ".". '''''' witch ore '0 be HVed. wPWIW MttIwn on pIon.s or dMfgntlfet1 In ". field. 6. The COdroctor 6/ttIIlbe rNPOMltJIe for IOOtltlnrJ tlft(/ Wlt'lfylfJf1 (htJrlZtdtllIy" vert1Otl1IyJ oil a,.,'fJf1 uHI"'" prIor to ODMtrudIon. ond for netffylno ". 'IOI'Iow utility DfJItIPflfI/.. to mtlke ". ~ orrtJn(1fJflltJlft. for ~ r-'<<;t1flon. femptJrory dlM1l/1llOn (J/' ..-vloe. or c/orfflCt1flon (J/' <<Ilvlty re(It1rtllfJf1 MIld CJI111ty. The COntroctor .,.", exerd. otIUflon w,." or""ft(J on underground """Ity.w"''''' 6/DNn on ,,... p/tJJM or field IOCt1IN.AlI tJIII",.. witch ,''''''''... with ,he prOlJ04Jd CtOIWIrudlon __I be reIoct1IetJ by ". rup<<:tlve utility OOIJf:J(IItJ.. ond ,,. Confrodor .""" otJt/PW'<<e with,,.,,, durlfJf1 reloCtlllon fJI>>I"tltlOlt& Nt' delay or Inco1J#IWJIent>> of ,,. vorlow utlI",.. .,.", bII IftCldenIoI to ,,. tXdrtlCl ont/ no extro ~Ion will lie 0I1Ott1tI<<J. 7. T,. ItJt:tIflOM (J/' oil eN"'fJf1 ut,l",. IIItJrm drolntlt}e...... ont1 ftJpo(Jroplic fet1furN ~n on ". piON htNe been dfIIermlnetl from ". IJtMt tltl(J/lobIe ''''ormtlllon ontJ ,e prtNldetI for ,,. tJOfItItJnItInt tJI' ". ConIroctor. The Eft(J1".,. ouu",. no rNlJOM/tJlllty for 'IWr IntIOQII'ocy. ShtJuId 0 dfMJrfIPtIItCY orl. ~ "... plOIW ond tIduoI field CXJnd"/on.s. witch WOUld (JfJIJI'fldobly tiffed the .XCUlIon t1f ,,.. p/(JM. ,,. COntroe1Or wI" ht1It con.struct1on ontl ndlfy the EngI".,- ImmtJdlt1ftJly. 6. T,. COntroctor .shtlll bII r..,..,lJI. for """ft{/ flit IMlJlllDl/on or""'o ond <<JhetIuIe.s. ontl for "gn/nrJ for MIld Intl/>>CflOM. 9. Wofer ontl wo..atw ..,..,1011 6htJII _ PfYNlt/etI by CIty (J/' WI",.,. StJrl,... T,. wder dl"'rlbullon ..,." 8ht1tNn on ,,.. p/(Jn6 6ht1I1 bII IMltllIed by ,,. Confroctor ond 6ht1I1 conform with fie City'. .stontJord.s. 10. All dl.sturbtJd oreo. 6htJII,. ...:Ied ontI fIIJIchetI tM dIrected I1y ,,. field enrJ'''''''', 11. T,. ContrtlClor .sIItlII fft1I ~ r..,... or dIWW/. dl."", tIf'/ mofrlol. .structur.. or (Jt1f1 tJI' 0 mucture witch I. ItJtXIIW tJuf.,de ".,IfIU. grodM or grodlltfl ad/OM __,.18d for ,It. proJed. except w"". &uch MCtlWIIlon or remtNOll. prtNlded for 1n ,,. tXdrtlCl. plo".. or .sped(IoaflOM. 12. All work ontI oil mtIIW'IoI. furnl"" .,., be reoMJntlOly em. In ~orm/fy with". II,*- grod... grodlltfl actlon.s. orou MIdttJM. dlmeMlOM. tMfer101 requ/remed& ontI ""'ft{/ requlremtJd. tht1I or. .specifIed In ,,. t:XJdrtlCl. p/(JNI or $ll<<:lflCfJflOM. I~. PrtNI"'OM for ,,. 1IItlItftMnt>> tJftd ~ (J/' ". orMImM or... Wflll.s.ontl lont:J<<XJP/nrJ , odlltl.. w'" bII by owner. 14. T,. Confroctor .sIItlII furnl"" rect. ond molnto1n oil borrlCt'JdfM.. wornlltfl $IgM. ond ItItIf'kl.- for hazord. fttItOtIUtIry to prded'" public ontJ ,,. wort. 15. FIre prtJledlon 6htIII,. prtNlded by ,,. City tJI' WI",.. SprlffP I'"lr. Dept. Deportmed. All fir. 'Wr_ lM1'tl1kJ1ton .-:IflCflffOM wIll be prtNldet1 by ,,. WI",.,. Sprlft{/. UtIlity DetxN1med. 16. Compoct oil utility 'r~ wltftn rOtldwtlp to." (J/' ". IIotIlfletl Proctor MDxlmum Den61ty ontl w"ltn Of,.,. or.,. to "". n. *,.,. ,,. rOodwoy ,.,. bIIen ~ to IlUbtJrtlde. ".,.",. pr..,.tJIled to oaure that proper comptICtlon htJ. bIIn t1ItOIMtI. T,. pr.-rtJIllltfI ond ~ ..tIfIOM ""bII IMI>>ded oM ,.,. by 0 Florldo lloetW,rJ Sdl. Eft(JlMer to ..". fht1I,,. .-:Hied ()(JtrtfJtldlon I. molmtJIIMt/ ontJ till d.,.,.,f,.. mtlferlOl hi>> bIIen rMJ(JWl(/. 1& In Of,.,. oreo.s wltch~'" fill """"'01. ,,. CtdrodOr wI"""'p or oHwwI_ remtNfl fill WIf1/IItIfIon wt:h tM MuM. I8tNy MNl.. '*"'Y grtWfh t1f groa. .,.. ~ 1ttt1tter. rutJb1.", onI/ ~ t1ItW deMler/ow materlol Wore MrbtInkIMd I. -'tIrled.ll'Mlelllt1IeIy prIor to ". plCft(J t1f flll,.,.".,.. ,,. entire oret1 upon wtiCh f"'I. to bII plOOtId 6ht1I1 be <<Jt/rlfletl In 0 dIrectIon opproxllJft1Nly pofYllIeI to ,,. oxl. ~ fill. 19. T,. COntrtJdtJr 6ht1I1 fomiO"8 NIttMIIf w"h',. ptJ/ld.. 0IIt1 guIde- 11,.. UftJIJII6It<<J by 'he City ~ WI",.. Sprl",-.FlorltkJ for ,,. pr.-rw1flon ~ 0/1 publIc (Inti prlwlle praprty. T,. Con/f'fI(JIOr .,.", be fWPtJM/bIe for 011 doal{Jtl or Injury to properly ~ ~ clr!lt'tJdr. dur,ltfl ". pro..:utlon " the wort.rNUlHft{/ frOln 0It' OCI.._on. Mfl/fId.or mlMJtIIttIud In It. ",..".,. or mtJIhDd (J/' eJtfIQIt1ltf1 ". work.or d orrfl"" due to *"edIwI work or IrtflIrlOl.. 20. S<InItGry ~ 6ht1II,. p,yC.5.D.If.~5 or DIP.Clo.. 50 (DI'. .,." bII __~"MtIJ. 2/. T,. ConIroctor MtIII6IfIIte till I,., ~. wlfIfJ ". pkJI. The ~ 'roctor .,." oonfl"" with". Eng/Mer thtIf,,. p/t1t I. cur,.. prIor to tJtJMtructlon. ",. ". CtJnIrtldtJl". .. fWPtIM/blllty to ~ .,.. ontI t:'-t:k 0/1 I~. to IMUre tItIet/UtIfe IJOII/tIOn/fl(J.l1t/1It htJrlzontal ontJ vert/OOI.lntJIudlnrJ ""nlmum l1u1/dlnrJ MItI<<Jk. prIor to 'he IMIt1l1ot1on (J/' 0Il"""....,.",. tt"~"fIe~~(J/'_CtJnIr~~to/~.tht1I_ requIred ,.,."",. ore tItJIrJ/". ontI .. In h6nd tlt,,. ./tIO "". prior to ,,. ~ (J/' otJMInJtJHon. T,. CtdrodOr .,.", oIJIfIe by oil tJOnd"'OM 0DdtIIMt/ ,,.,..,n..... .". ,nt:JIUtIetI (tJuf fft1I """,'Iy IIm1tet1 toJ ore. ..ater II~ DI_k;l.M~ onrJ $tor"". (J/' Surf_ Water. -FDEP.Wofer dlml/JulHon tJnt1 FDrEP.SalW' d'''rltJullon -I.J:JCtJI rlOl'kIf....., we -I.DDtJI CJndfJrorOUlttl utI"".. 23. N/wtIIr trdn f""",.. ..... iWlrtlltU. ",''''' ptpe. __ In ,..,.,,,,,.. 1IflIIr1d. requItW for IltIIIfIIIIng ". WtIIer .... ...... MrIII-.ry with tttldtlUlt ,.,., IfIIlhlttHrd.. rtlIt,.. (IIt(/ 0ItINIf1OtJtlltJM MIIotJII~ by CIty" WI. SprIIt(J&Hyt1~tJ ,."", tJfItI tll.,,,,.,,on to be perfontlell _ per AlMA ~& 24. r,. FD.O.T.1totItIwoy ontJ TNlI"fItJ DtMIfIIt StontItlrd. t~ tk*tI ~ f992J to ,. uad for tlrtJllntl(Je I/IruduI'U. Stt1IIon Off.. ore 10 ". C/L tJI' ". I",., or ...we -. a IMhIII ~ ... with 011....... V""" under ...".""",.. frofflc btItIrlfIfJ t:Jt'Ner..No ~ .,." be lOOtIfet1 In .MJetrI fir curO ..... 8. W..,..$a....~" Storm Croat... A. W,.,.. wtlferllWlfM ""., c:r-. for....M.lIortll (JtI(/ ~ ......ond ,.... wtlIrllffJlM W,.,. II mini".." DltItI'V'u". (J/' I' ond (I .",.., 0fIIr " ~.o- OfJr._ be ".,."tr<<I.". tIIItIIr ..n .,.", bII ~ (J/' rtMManlctlI JoIm dutJII,. Iron ptpe prtMWft(J 0 mini".." (J/' 2'-#1'.".,. ond S' m1n1111Jm t:IetIront>> ~.., ". .""., ItftIIn tJnt1 ". dhr utlltry. ~ full Ien(Jth ~ t/utJllIe Iron pI,..MrtIII be OMIred tit". poIm" oroulft(J. DutJl/Ie Iron pipe .,." OfJdIfIIII until 0 trtInltrIIIIt " 3'.0- ctNr con bII t1Ito1ned by pipe *,l<<:IIon. B. W'*>> ,,.,.. I. no 0/frfWllllt1e to ....,. pi,.. Ct'OUInrJ tNr 0 fIIIdr mol"". ..., $htJI1 be ~ " tt.:trtlnlCItII JoI~ dud/Ie Iron pipe for 10' tItItJII lJIde (J/' ,,. WfIIfIr ItWIIn Cf'OIIMfI(J. PrtNlde for tI ""nllIIJIII (J/' "ClfltlrfJnf>> ~..,. wt1Ifr ond .-.w. 0fIIt full'-t(/Itt t1f t/udlIe Iron pipe ."., bII OMIfIrtlt/ tit". poI~'" crouIft(J. NO CONCRETE ENCASEMENT will bII 0I1owW. C. T,. kllrolM/PfJrtltlon ,.,.,..., for"'",~ tJnt1 .,..", ..".,... ontJ w'tlfflrmtllntl.""'" fft1I bII ,... ".", 10 f.." tN. ...tII1fJn CtIMtJI be mtllnItI1Mt/. ".,. .",.,. (J/' ". two pi"., .,.,,. otJItIItnK:IW t1f t1uct11. Iron pipe with ~_ JoIm. NO ENCASEMENT (J/' ". ""'tIIY .....,. or WfIIIr w'" bII 0I1OwetI. 0. 'II"". ductile Iron pipe I. retlUIred for wt1Ir IntlIfJII.""'" ~tJt". to AllSI/MWA A21.5/. AmIni".." met,... tJI' CIou 50 pr AllSI/ MWA MallbII,,-'ed. E. Rev. wt1fr moIM MIt1I1 ItfOIrNln II 5' (0I1ftr to ".",.,J MllJtlf'oHon. ~'=~=:J:~-=:::'''"..~J~ "qnlOlMt/ 118 wtIIermoln IIhtIII I>> OtlMtrudfltl (J/' _~ JoI~ dudl,. Iron pipe. F. UntIr no c/,...,..,.. .,." wtIIr IIIOfntI :. ~ to cane In OfJI'hId with or PtIM ""tJU(/h tI .--m or MIfiIIary .. 10. N/1W"'ortJtl(/ COtttJr",. PIpe (1fC,pJ.,.",. ~__ CItIa HI. ,III RCP. JoIm. to ,. wrtllJl}ed In 1I1rtlfl. B. Prlt.MWd ItItIf'k/~ .shIIII be p/<<>>d tM MDm lit Me pItIM 0tttI FDLXT.RotIdwt1y 0tttI Trtlfflc o.tfl" SfontJord&(BtJok,., thIIetI ~.1992J. a T,. CIty (J/' W/f'Ir S#rl.- wtN",.,.,<<:Iuf'w ontI IMItIII trflf'flc rfl(JCMllOry lJ/tJM tJnt1 IJIII". 0..... J'Q. ,III ortWfty ...... IIttlIM oftfJ 1tIIr0l. __ be teIWI.. ontI #I -... ",. ,,. vIdeo tope Pf'(NIdetI to ,,. CIty prior to crtfflOtlflon. ~. WatermolM MttlII ~ with AlMA .(Jft(/(Jrtl. ond 011 pi"., .,., betIr fie NSF Io{JO tIfIt1 till NC pipe .., be C900 - DR.1& RecIt11metJ water mol"" 4" tIntI kIrger .,.,,. DINS ond ". ffMJItIIIMd wtIhJr moIM """'t>>6 .,.,. purple In 00I0t'. 32. All -..1fWNhI pipe IengtIM IffDIutIe "",. etI entI ..:tfOM. 33. Nt MCtIWIIIOM wmtn 10 f_ (J/' ". tr"".,W rOtltJWt1y 111M be f"led wltltn 2tf 1ItJur& 34. All wt1/r".,,,. to be kIId with tI _Jl.~ 3t!/' tJfJ/I1r. .. fI,.,... out IIIJIII be (IIJIJI 'tNed by ". Ctry (J/' WI",., Sprlltfl& ,,5. T,. CtJnIrtldor .,., wOItIIt till'" d,.".- to ". Eff(I1MW 'tit' fI"", ~ormtlnf>> with '1>> ;tJn(/(Ird& ... T,. CodrtltJlor .""" ~ with tII, fflllet 'tII.1IIf1Ie ond 1tJDtII,.". 0tttI reguIt1I1OM OIJIW'tJI11nrJ poIltJIIon " ". wwlrontrWII. Sf. T,. Cot'Irtldor .,." tltldf'tJI N. ..,tIIIonII tInd ".. (J/' N. ~. ontI 011__... to ..". ". ,.,., I~ to ". tr..nng puIJIIo. T,. ContrtltJltJr .,." lIII(J/fllfJ/n f,.. oIttI ~ ........" WIItfJuIor "..,,/0 tII1tII .,." II"", Ii. (JfJIJI'fJIIOM f",. ". -'-'Y tIfIfI _____ t1If ". "...". ptIJIJIIo.,UItt/r till oI~"'-'Y ."., .. "..... I~ OOMIftrt1llon. 38. Prior to ctJIMWIdft(J wort ". Contrtldor .""" furnl.erect tJnt1 mtJIdoIn OIl lJor"OIItIN.wornlftfJ "t}M.ontI ".,.tlnp for I'IIlzord. tIIIfJ ". 0tJd't'tJI t1f '''''''flc.ln r~ ~ortlllly w,", ". MtII'IItII tJI' Uniform Trt1f'f1c CotWOI DfNIOM for $1r.. tJntI HIg/wfIy&or 0. dlret:IWJ by ". City ~ Wlf'Ir SprI1tfJ6 City EfI(JIMW tIftII Poll,. o.pt..__". 10 "".:IfwJIy ",....- tIOtJIt/eM. In p/tIt>>II __. ". ..... aIU.. 0IIt/It'uctItJM to ". ,.".tnIII trtlfflc or __""'- In .. ... tI htlzortl to ". puIJI1c. 3a T,. COntrtldor __."."". .". OM f"""""8 It",." with al#1", OOttdltlOM prIor to IJId. 40. All wtIffJr ..,.,,.. ,..,. WDf wIIIt eDlf!l IJIIIYI. ~. .,.",.,. tI "'J.rtIHftfJ (J/' ,.E3<<JAtIntI ()Ifg (1'C I!DOJ f" _",... tUlJfng per AltlWA C9OI. 41. 110 IfI6IJIIdIon on w.JJte1JIt. or .".,. 4IJD "1I.1JItJ1rtIt1y>F,,.,.1IurlfItI II,.. .,." bII tJt>>IW to I,.,. pI"tJpfJr ~ ~~ 42. """"OM __,. ~ with 411 ,.,. .... 1WJIIoe. 43. NI /INIIIIIIIf'e ",.. .,." htNe I~ fGUQIt ".001", wi,.. toped to _ -'de till five fod I,rterwJI..UIt:JtIIfJr tope .,., be /lItIf,feII ane fod... till wthr. ....,..(IIt(/ 1'<<;1",,,. wt1Ir lhtII~lve fotJl If'I/eIvoI.. +I. Off... for I",.,. or. to ". IftlfJI CWt/r/'". per I'" DJJr.lnt1M 80. 45. NI ."... or. prlw1le. BY OE:SCRIPTION BY a.VISION. DESCRIPTION DATE 12-1-98 BY DESCRIPTION ~ REVISED PER CfTY OfWUER ~ DATE c r,. Codv'tIfJIOr .,." be ,..,...". for ". """1JIentInt>> " oil 1ontJ.,.. bUff...., .-lMlrt tIfItI dfIIWI10n ftItJII",.. .-11". wort ". ,... (Jt)()tJf.'fttI ,. ". Ownr.AII tltliturl>>t1 .... .,." be rfJIut',. to ""r or,gfntll otJIttllrltltt. 41. r,. CoIWtIdor .,." ~ with till ,..", IOtIt/ r.,.k:tIOM In ". hlIuIlft(J " ""..,1tII. In pubIIo rotId. ~ _ """,. (J/' ". WWIt. A 1fI*;I0I ,.,tIIIt will ".,..,,.. ". CodfVlt1lfJl ",. IkII1I1t1y for ". dlIIfItI{III witch lIMY reaJIf frtlllf ". IIItItIIng " """"tII ond equlfJIIWI. .. T,. CrItIInIcIoI .,.",lntJIIIre thtIf IJI'.-r '" deMItI.. ore tIQ/i.w for /1IflCUlIId ~ till hMItIwtJII/ent/woII f<<Jllng-.tWoInlnrJ ",." f~ond lit W- 'tII..,. ftltJllnrJ ~ tIeM:t1lJet1 on ,,.. pi..." will 01_ bII ". I'NIJMWbIIlty " ". Codroctor to I".,. thtIf ..,fldenl .",. ""nrJ "". ,... perl'or/fttttJ prIor 10 flfttII IMttlIh1I1tJn (J/' I,.,...",.",.. e. Ourl. COItIIIrut:tIon.no dIrect dlM:IWge (J/' WfIIr to tIow~ I'tIMMfIfJ WfIIr,. wIN I>> tlllOwed. The ConIroctor I. ,...,..,1JIe for IIItIInltllnlno wtIIr qutIIlty. oftfJ MItIII route dlM:htIf'oe wt1/r In Wch 0 IItfIftfW to tIfJequt1IeIy ,..,... _" prIor to runtlff f'tJItt fie.".. 50. J'WMtkJn. DtiI-.'#1tJIt pond. ond ~ ore to bII ~ MJtItIetI w"h aInt/ grow <<Jd 3 f. o.ItJW norllttll WfIIr IfNeI.wlth ,,. eM>>II!on fftf1t no MJtI ftttIIfJI'ltII wIll ,. pI(J()tI(/ tNr utttIrdroln fI".,. mtlIrlol. 51. E, _on CtJIrtr'tJI A. Prt:NItIe ""etJIIve ~ wy ontI pr~..-on tJtJItIrtJI ftJIltlwlnrJ ". requI~. In Set:l1on /Of tJI' ". StrlIe (J/' Florldtl 0IIp0rl".,,, (J/' Tr~ StondtIrd $pedfIOtlfltJM for 1fotItI ond BrldfJe CONIIrUt:lfon, ,., Edition (FDD:T.S<<:t1On 104J. & CtJIrtrOl f.".",. IMIfW. tIIIt1 tJtJntIltlOM Included In tti. Dtdr<<l IftCIcJde ". ftJIltJw/ft(J tI$ IntlIOt1IetI by II In 1JItInt. I. & CoortJlntIIe tJfJIIIItrucIlon t1f twItptJIory ...on QtJIf'ltJI f.".,.. w/tIt per1lttllW# rt>>Ion DOMroI f....... 2. .. ConIrOlOl/llf'_OIW wtlCh me&' rMIIt In Wt1IfJr PoIhAIon. (F D/XT.SfJtJllon KH-"J 3. & """. M:hMJuIe for dtItIrlltfl tIfW/ f/t'UlJlJlfI(J. .. fttt",ork ~ ontJ t:JtJMtrut:tlon (J/' prllttlltMI r"" CIJIIIr'tJI f.",.. tIfI(/ /11 Dlns.1I ... " --lIlY r.on control f...... (F.DJXT. S<<:IIon KH-5J.. 4.. _ UItllWlon " M/1MJI'. (J/' erodIble ."", wlthtJul twrwJtJrtIIY or WIltlllllJd eI'OIIkJn OIJIW'tJ1 f.,.,.. I. 1!JO.OOO $.F. (I'" D.D:T .Set:tlott I04-6JI. 5. .. T-.orory GroalnrJ (104-4A2J 6. Jl r~.." Sod (1O+&4.3J T. ~T__ ory 1lulcNft{/ (1O+6A.4J B. -~nrJ (IO+&f~J 51. _ s,.. DrolM (lOtI &4JJJ IO.:%" riff".,.",. tltJ+lNUl II. .... 'Idol CtMIrI".. (1tH tLUIJ IIt._Br_ (/Of ~J I~ll"" No, or SIrtIw (104 &fJOJ ,.... T~ SIlt F."".. tIfftI SIfJINJtI $lit Stlrr"'. (IOf....UJ IL&'1OtJ/IIIttJ $I" lJtIrr'". (104 tlAJRJ .. 4""'" MttfptJI or, ..tIIIItJn 0flI'It 'tJI'''''' (F DDr. Sct10n /OtH.5J n.6.IIfII""'n ,.,~ ontJ fM.par ory roeIon oorIrtJ/ f.".,.. (F DDr. S<<:IIon /0+01 J ItI.~TN. 0tJMr0Cl dMlfIIt ,.. ... "o.Wlby _ OIINEIt tInt1 TWI(IUItJ/fJry (J(JMd- htNIltfI eM 111M Nt In ...,. DtdrOl .....". In ". flntII for", tire tIMIt1tt "... or UCJfH """,.. 6IontkIrd&. All telrll>>rory etWIon comw f.".,.. fWlU/l'fItI (JurIng 0tJtWInJt1tI0n .,.", bII tlfJlJ6lrutJIW/ by'" ~. ond ". ODIII".,., Ittduded lit _ Contra .sc. ". . ,..",.,. _'gallon Inddet'l'tll to Me Wort. C. Our"" tJtIItIII; 'UCtlon ". ConIrot1lor ,. to '''''''''' (I turbltll1y MIl... tIIOttf /JIfJIfI1 ... OOUItInrJ Cent. WIlton ArtItI& 0. T,. awr-. I. ,"""'tJIe for IIttIItrIOInlnrJ .'..-on Pf'(JIedlon. ....,,, ,,, ". eoru.. WIIfon Ar"'durlltfl ". .,,.. <<JIWllnltJllon /If'Q~N'_IIttJIutJ'" rtIIJtI1r..-'C..to pr.-... .",.,.. frtJllf """'. "... .... 2 r,.Co/WtItJIIot' I. fWIJ(JMIlJIe for grtltJlng till ....-. In tJIJOtJf'dtInt>> w/ ". Gf'tItJI", I'ItIn.I",.,.8edlOM __ be """"'onet/ 10 IJF'{IIIftIe __h t/f'Mtrt1 .",.. wit,. IIItI1nto1n1fIfJ IJOII/IIWI tlt'oIntIt1& SIaJId or.. " poor f/"=.... I>> qffJ'Wd. eont,tItJIOr ..,lIlJIIfy'" EfI(JIMW prlol' to .,. _ "., retJfJlfllltaWlotltltW fOl' (J01('<<Jf1Oh ..", be IIftIt/e. 53. ::tC~ ~ =:,: ~--tII'== ~':t:r,...~':".. =. In /IIfIn..~" I. to . to ". E(t(J1,Mer. ~on ,. ". 'fICIOi' prIor ,. blfldlltfl.It I. E"""..-'. IflffJdlonto IJUIId ."., I. .".,. In ". ConIItnJtJtIon PIon& sualn Al ClTl'CIt COUNTY W.IIIJ), IlK /#1'IIIIII1It It. ID SIT GLEION INCORPORATED DATE 54. MI<<:eIItItI<<IW EfI(JIMW IItJIIfltxJJIIOM A. r,. COntrtldor IIhtIII PNNItIe ". Eff(I1,..,. ~4 hIJur tItIwInt>> ntJItf'lotIIIon fft1I1flOfJlfIon for ". ftJIlt/wlnrJ COMIrutJIIon ond ~on <<1,.",'''' o. SIJnItory Salor IJImp/fIfJ oftfJ TJI./Mf}edltJIt 0. Corw-.c:t1oM to EIII"'ft(J SY"" c. TIrWI BIotJt PrJur.s ond ""rOlm Cotr1r<<JtIoM d. Storm Drolno". UlmplfIfJ .. I",., Top Pour. (Re/"'Of'dft{/ StetII Ch<<:kJ f. Wt1Ier. ForOll MoIn Pr...... T_. O. Bodrlt:/lo(/%tll StItrf1IInrJ h. eo. oo..wNon . Sount/lnrJ tT_ ,..,..,. wi" bII ~ 10 ". CIty Eng/Mer frtJltt ". ""'nrJ fir. _ MJOn tM e<<:h ,.., I. ~J I. A6tJ/IIIII PltIt:JMW# J. Pre-FlfItII l".,.non k. FlntII IrwpecllOn B. The ContrtlCltJl """''''' DAILY -M-Bul". drtIWlfWP tInd ,.. ".", r..'1y tICCN""'" C. PrIor to ,,. .""., (J/' CtJIWtrudlOft ". CoItIrodOr .,." prt/llOfW ont1 ~ to ,,. CIty EnrJ/Mer 0 project COMIrutJIIon __ul. (StIr GrapN OM 6ht1I1 updt1le MIld M:It<<JuIe Grt 0 mod" 0tMI.. 0. Aft' futll...oge or.. .,.", htNe prIor _"". (JIJIJIYNtII ont1 oppropr1tlle ",..,.. 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CtJnIroctor I. to ~INtII" IttfIItrItI1n.tJllI. ......tIf'/ tInd 011 ef'OIIIon prfMltrllon .,.,.".. nlll_ to IMUre tIrJJI pro}ecl 00MIt'ut:tI0n will 1ItJICGU.- Ott' wtIIer qutJ/1ty Hgr(J(/t1flon or vltJltlllO/W to on-"" or (J/'f..". WfIIerbot11... pond..,... or ~& T,. CrnrtltJltJl' I. tII_ retI(JOIttIIbIe for "*"nrJ SJIfWIID Permit ContIIHoM.". EPA-NPDES fJIIMrol StOI1fIM'iIIfJI Permit ContIItIOM onti CIty (J/' WI",., Spr/~ /fe(JuItIIfOtt& &4. R<<>>I_ DrtIwI",. N". end (J/' tJOnIIIrutJII__ ConIrodr P'OfltM ane - t1f dfYIWI",. """fIfJ ALL CHANGES ..,.1letJ In WfIIrprtJd' red with ". ftJIkJwlfIfJ Corh'octor crtlflot1l1on MeQ/IfI(/ Oft EK:H SHEET. T,. Cot'UtIfhI ,.,.. otII1ffl.. to ,,. OIINER tht1f I"""....". IJtNeI'N by tN. drtlWlnrJ ontJ ". reItlIetJ dfIhIIl. htNe bIIen COMIf'ut:IfItI _ IntllotIIet1 or ". IffOtIfflflll 0, ". ~ tJnt1 gr~ ....,.,..I1f. ttt1Ie or grapltc to ". otJdl'tlf'y.'" I"""..."..". htNe ,..,. otJIVIrutJletl """nrJ IntlcAtty -.wJ.d ftJIrtlltf:>>& SlonetJ. 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'" '" -- - ,/ /' ,/ ----' - r I J ,.- / J ,.'~ .,....'" . .~;:.~ . ..~':..; / ---- ,/ ../' " ...:.:.;....; \ ,..' -- .-;.'.' ............ ,.': .',' .' -~- .,,~ .".. , , ~ \ ~ \ \: \, , '. , \ . (.; ,,~ .' \ , . ,.;..'." v ..'~// " ,t_, ,..' ~'/. ";"':. ' ..,....' .' .-,,-/' ,....- . " ..~_ -...:-;.~T~. '" ~ <,.;::;..-' .' . .:.:.c::'''.- -' . :::;...'.. . ..-' .... 1 \ 1\1 V\ KASH n' KARRY SHOPPING CENTER 1\ V COURTNEY SPRINGS APARTMEINTS / THE NEARlST 100 YEAR FLOOD PLAIN 116.1' NGVO' AS INPUTIFICA BY FEMA IS APPROX. 700' WlST OF THE SUBJECT PROPERTY IPANEL . ooose) ~ " BY DESCRIPTION DATE . B V.I 10 if . QESCRtPTfON GLEION INCORPORATED OVERALL SITE PLAN , 1 TUSCAWILLA PARCEL 15. TRACT 1C I<ASH N' KARRY SHOPPING CENTER sUBtan AL en" OR cCllfllffy W,IUl. JIM. .tfIIIMOY "- .. .T DATE WINTER SPRINGS FLORIDA DATE BY DATE 10-16-98 BY OESCRIPTtOH tt REVISED PER aTY OF lifTER SPRN;S DnICHO CHECKED seA.l: fIttOJ[CT NO. 'U NNIE SMRT ........... · PI.All...... . .......... . ...,......,a.. ~20 SOUTH MAGNOl..tA AVENUE I ORLANDO, F'LORIDA 32801 407-843-5120 . FAX 407-649-8664 .. ... #II.... T newpl.ref tus4pmaJlO2 tus4erno.tlOl tus2\tus2.dcJt ktlk"knk~.OOl "1.- ' ~; ',,: --~.~ '",- .'~ 'f ~. ',) i w; .a.: d -z ei~ ar: w~ . Ii; ~ ~ ii! ~ ~ ua.; ~ .' . 2:_ < - , -. , !' ;; ","' ," ," . I ' ij' ,~ :j'jJ ; i i ril:. '1 ,1 \1 ; . , .. .. . . . . .. .. . . . . . . . . . .. . . ... .. . - - ... ". - - .. .... //" ~ '~~ ,. ~// 1- - - - - - - -......:;:::1 ~ II - - _ I I ~ J' , I L~ !! -_ , .I: _ I n .......~.= /." ~~ . ).J /.-"~' _. -.~. - T' -. - ~.-. -. -. -. -. -. -- - .-' - - _0- T ( ; t ~ ~ .....~_lJ ,;';';'_~///:;/' rmmJ : ; I ~ II \ -~0' .;.;'; ...._....-oL.-.-.-._.-._. ....---------.--j.-.-.-----.-.---.-----.-.-.---.-: : .\ ~ ~~ ~..'" ,/' .-- 'I ~ ~ ,.. I II ~ I"~ /'/ I i II ~ .' /' r------------------,..' 'II ~ I' I I !.,; -....- -- ! II ~ >! I FUTURE EXPNlSION I I I II ., ~.:~ DRY RETENTION I 9.850 SO. FT. I i - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - i { II , ..l POND I I '~ ~ ~ ' II .,/___" I I He HC 'JL ~. ,- WITH UNDERDRAlN a ' .41 Storm MH - , ~ ;, ;,.-/ - TRICT A ! HC HC ! II "7 \ ,,"./ fop oJl. -I ... _ _ _ ./ ... -=- I ~ -..- ....... I u !rw.27D8 ., I - -" \ ./ ., II \~ ./ ./ : ./ ./ ./ I ~ - - - - . - - - . - . - - - - - - - - - - - - - . - - - - - - ~ II \\ ././ I ~ .-- .-- I II \ \\ ( a ' HC He'll \ \\ \ \\ \ ! - ! II \ \\ ,\\ \ /CASH ,,/cARRY , He HC , _ II \ \\ \ \\ 0. \ '/ J F . , \\ \) . -:, F .- 38.30 ' ..., .,; .,; . ( II F FLOOR\'\\ ,,\~ ", '.________._._._._ _~ ~ o4Wi.l!!J5 mFT_ n t----------------.-.-----.-----.~ : \ '\, \, '\, ' at U i ~ ~ ~ i II '\\, \\ ' I , ,II " , our PARCEL 2 I I ,\\ , \\ , COMMERCIAL USE " II ,\\. ,\\ \ 1$0 K:. I. I I ~ -..- -..- I II ,\\ ,\\ \ ' , · H "\, \ '\ \ ~ .... ~ - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - _ .J II \\\~ \, /1 I rlllllllllHlllllllh I \~'0\>~~ "" I ! ~ i l~J ill ~~;:: <~~ "" ~~~ ", ! ,-I . . ~----------------.-------------.1.-.~! !: ~ ~ '\. ~ ' , ! --- r;;c 111111111111.... .. - . - . - . - · - . - . - . - . - . . - II II 1fo' ~ ~ , I He . · It \)\. ~ '\. ~ , I "'\..\. ~ '\. ~ ,,' I 'Q.t, ~ ~ '\. ~ ~ <.o~ ' " ~ - - - - . - - - - - - - - - - - - - - - - - . 0. He I \~" ~ ,I I \. ~ . ~ ~ ", j h_ I '\.. ~ " ~~, , .- ~ I Storm MH ~ " ~~~', I r a 0. I top :J4J7 ,~ . v~ ~" ' · REr AIL I I 29.2B ,~ ,~~ ~, I II 1:~29JO " ~~ ", ()" ~""" ',' STORE h I II ,~~~ " ~~....'.O ".... .... ' l 9r60 SO.FT. ~ our PARCEL I I n "" ~~ ' . '~, ... ... ~ ""'" . h.. COMMERCIAl. USE I II " () ~ " '~, ' "." I pi 122 K:. I II " ~~ "'~" '~~~ "'IlIJi' ~J/ '-...., C lrl Ir' Ir' :.. I _ : M " '" ,,\ " " '~,. ".' / He He. . II ,,"'~ ~'" '~, -,,_ -,_. _ ~ n / II ,\\, ~ ~_" ~ -, -'-'_._:: I II ~:~~...&.~~',. "~~ ~~-...... .....,--...;: I --.----------g----, II II ~1./1 - "'~.. ,-.;;:: ~ ~ - U I ~ ',,~ '.......... -..;:~~ ~ - J I Ii"'""" ' / . I ~ 'y"'),.;:::== .......,.~ ~ ~ -- - 11 J___ ill I .It?I''''~ -........ -~~.A... -----__.~;/ .-__-I-~f-.. ----~------------------.t::JI.lrr~:~ .:{7 I '-- ~.:::::-~ .'JL............ ~~~~, 5''- Vb . - "" :--.. ~ '- ..... ...... ~.~ - _ -..;;: ~ J) ~, ...... :::::: _ C"....O/;t ~~ --_ ~~ 0' -......._ ......::::::::::::::::::::::::_ ,; ..., ~ g~~.:= ----=___:=L~~~ ........ ........ ... ....... .. -- :::: ::: -- _ _ _ _ _ _ _ ~ _ __ ::::: == ::;; t miami curb ............- ....~ ....... .......-------- =.--- StofUIII MH""-- ..... ~ _ - . - . fop .lI5.!50 - ~ ..... :::::. - - - - , 1_. ....~. L""-- - _ -:::::. ':::::: -_ ~ . - . - - - / ~' ," rIW.~ ____ _ _.. _... _.. 1,;::=='= = === a=:: ==- ~ - a::r.. --= == = = = ==:z: = Storm IIJ-1- - _ - ':::::. ..... - - - -- - - - _ - _ _ _ _ _ _ _ _ _ r + gross median ~ .J top "~.49 - - _ ..... ':::::. :::::. ~ ~- . - - Ught POle' - - - - - - - - - - - - . - - - - - - lrw.:JI..:JO E,r.~ ~c ..- _ _ -......:;:::::::::::::::::::: _ _ ~-=--=--=--=-_--=--=--=--&-: -- -= = = = U'l!! Pole I ,"". "''''~ ~ -- - - - - :::: - - - --~ ----- ......- ---..... ----- - - - _" - - ::::: ::::: ::::: :::: _ _ 2' m!oml ourb .......--- ....:::---=--=========--------- " -'* --------:.... \\ II ----------------------~~--f II II ~~ II II ~\ " " ,\ II " ~ M EXISTING TUSCANILLA - TRN::T 15 PLAT BK. 43.PGS. 48 " 49 !SO' x 6' HIGH BRICK WALL.BRICJ( SHAlL MATCH EXISTING SUBONISION WALLS.CONTRN:rOR SHALL SUBMIT BRICK SAMPLE FOR AJlPROoIN... STRUCTURAL WALL PLANS WILL BE SUBMITTED TO THE crn PRIOR TO BUILDING DEPARTMENT APPRCA! AL. 50' J( 5' TO BE DEDICATED TO THOA OR TBD ASSOCATIONS SITE DATA CURRE NT ZONING PROPOSED USE TOTAL SITE ARE A 0I.ff PARCEL I Oi./T PARCEL 2 NET KASH Ii' KARRr AREA PUD COMMERCIAL 11.25 AC. 1.22 AC. IDO AC. 8.<tf4 N:. PARKING REOUIRED:ONE(J) PARKING SPACE FOR EACH THREE HUNDRE(X300) SOUARE FEET 0 SPN:E IN THE BUILDING EXCWSNE OF STORAGE SPACE, J(ASH N' KARRr .46.295 sa. FT. PARKING REOUIREDt 46.295/300 . 154 SPACES KASH N' KARRr EXPIWSION .9,$50 Sa. FT. PARKING REOUIREDr9.65O/300 .32 SPN:ES TOTAL KASH N' KARRr PARKING REOUIRED. 186 SPN:ES RETAIL STORE . 9)'60 sa. FT. PARKING REQUIRED: 9.760/300 . 32 SPN:ES TOTAL PARKING REOUIRED: 219 SPACES TOTAL PARKING PRCNIDED: 263 SPACES ONCWDING HANDICAPPED) HIWDlCAP PARKING PRCNIDED: 12 SPACES X IMPERVIOUS AREA. 73 Oi./T PARCELS TO BE 7'5X IMPERVIOUS MAXIMUM BUILDING SETBACKS BUILDING FRONT BUIL.DING SIDE !SO' 35' ~ ~ ~ ~ ~ I ~ ... t I ... GENERAL NOTES . . . . . . . . . " . . . . . . . . \ ".. , .- ~ I .. .. ~ I .' .. ~ I ..... ...-- I \...'... '\ ............. I ......... \ \ \ //\ \ \ ...... -.. -- -. ... --- -' ~ .. , \ \. ~ ( \ - " , \ \ \ ... .. \ ...... ............. \ \ \ , / \, i \ \ \ I o 171 J:f'..O \ ~ \ \ \ \ I - I. NO ~ION OF THE SffE IS WITHIN THE FEMA DESIGNATED 100 YEAR FLOOD ~RONE AREA. (PIWEL NO'S.121I7COf55E " 122117C0165E EFFECTfIIE DATE 4-17-98). 2. THE ON-SITE WATER SYSTEM WILL BE C/NNED AND MAINTAINED 8r THE crrr OF WINTER SPRINGS. FLORIDA. 3. THE ON-SITE SANffARr SEWER SYSTEM WILL BE PRNATEL'f ONNED IWD MA/1fT" AlNED. 4. BUILDINGS WILL BE SPRINKLERED AND IIONfTORED 5. NO CONSTRUCTION TRAFFIC PAST THE SOi./TH ENTRANCE ON VISff MILLA DRIVE IS PERMITTED 6. BUILDING PAD AREAS SHALL BE CLEA/fED " GRUBBED TO DEPTHS OF APPROX.12 INCHED TO REIo/OIE ALL DELETERIOUS MATERIALS. THEN PROOF-ROLLED IN ACCORDANCE WffH THE GEOT'ECHNICAL RECOMMENDATION. ~ ~ (( ~ LEGEND <<SCRII'T'/ON SNiff ARr SEWER SYSTEM $TORM SEWER SYSTEM WATER SY$TEII FIRE HYDRANT FLOW DIRECTION SPOT ELEVATION EXISTING CONTOUR EXISTING PROPOSED --~)--- -----1 r---- -----I._r---- II ---M--- ---'~-- "",. -7.77 ~ ~ ..... ~ ~ ~ ~ ~ - 7.77 --------22-___ @ DETAIL REFERENCE NUMBER ~ ~ It) -. m ~ ~ DATE DESCRIPTION BY DATE SITE PLAN TUSCANILLA PARCEL 15. TFfN:r IC KASH ", KARRI SHOPPING CENTER BY ...IIION,I . OESCRIPTI N GLEION INCORPORATED -I,~' '1 St...flAL DATE WINTER SPRINGS DATE BY DE SCRIPTION (~; tfrY GIt ClUlTv ."'.D. FM. It1'ftItt1tIIL ._, ...,....... · It""'.'.. . ...V..... . ..Vl......,M ~20 SOUTH MAGNOLIA AVENUE : ORLANDO. FLORIDA 32801 407-843"'5120 . FAX 407-849-8684 ...... , " " ~ II I I II ~II In: " "II; II t . --- {~ u . t~~ - _,u - . t II ,,~I n "'1/ II ";11 II II :." II II :111 y II ~II II II ',II II I II II II II I I, II :1 II H " :. II II II 1:1~1 II II ~ :' 01 II II l :! -- n II II ctdt II " " Ti II II II ~ III " " ,I I' II "ii I! II II e :. II II. 1/ f:~ m I i II II ~:; - I' II II ,,~ II! II II ~ "' II :: ~ ::! ~ I - - - - ~(- - - i- - - - f:~ - - - - t II t II! II 1/ l, "' II II e \.:IlL 0) "i II ..... t ' ~ II. II 'l I 11/ II if' II' II. II! "' II II' "i II 1/ i II. II II' III II II! IIi " II I II, II II' I" II II ~ m IIi II 1/ I v., II. II II' III II. II! "i II "I III II II i IIi II ". 1/. " 1/ I II' " II I I~ II II! Id I N :: ~m:~ ~ : II ! ~ II 1 H 1/ I I~ II II' I' II I/! I' II II I I ~ II hU-Urr-.ru-r i 0) I' II ,.... l.O I' II I lJJ I~ II · I' n ! ~ II U! t II " I II ". IIi II I \\! II' II \\/ III II ~~J! ~ ~m I II 10); II u II " n II II II II II U N I U II II II II g'\ " \\ " I' I , I , I , I , I , I SCALE, ,..tJO' FLORIDA OAtt O[$ION[D . Ctf:OCf:D ICIU P9tO.l[CT' JIG. ,.,[ JIM . SlUT !-...- '-- 71 QCfOlDt ... .. .h ,.... ... taIUI'fJI.oot 4 " lUtLi 2'1998- 'C ! \'" -',. .>, , , d II i I . i, ~' r I : .' ~. PT NO. ~ ~ ... , ~ > ~ i ~ E ~ ~ ;" 01 02 03 0.. 05 06 07 08 09 10 I' 12 13 14 15 16 17 18 19 20 21 22 23 2.. 25 26 27 28 29 30 31 32 33 :H 35 36 37 38 39 "0 "I 42 43 .... ..5 46 47 48 49 50 51 52 53 S'" S5 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 16 17 18 79 80 81 82 83 84 85 86 81 88 89 90 91 92 93 9'" 95 96 97 98 99 100 101 102 103 104 PAVEMENT GEOMETRY NORTti I 1 929.86 '179.72 1835.49 1172.16 1552.90 '74'.50 I 530. 1 5 '876.31 1899.15 1819.05 1866.24 1776.89 '552.66 1602.28 '652.29 1866.20 1741.26 15.113.56 1811.20 186.20 612.20 6"2.20 842.20 , 542.20 I 602.20 I 652.20 , 742.20 I 752.20 I 832.20 I 929.55 I 502.23 I 602.20 I 612.20 I 6"2.20, 1 652.20 1 142.20 , 752.20 .1 832.20 I 842.20 I 542.20 1 504.46 1 537.20 I "30.11 I 521.20 , 537.20 I 431.20 I I 602. 20 I I 6 I 2. 20 , 16412.20 I 1652.20 117412.20 I , 752.20 11832.20 1 1842.20 I 1349.30 11437.20 1 t 527.20 11537.20 I 602.20 I 642.20 I 652.20 1 7"2.20 I 752.20 , 832.20 I 842.20 1 811.20 I 886.20 1 321.64 1 391."5 I 811 .20 I 886.20 I 642.20 I 653.20 I 7"12.20 I 752.20 I 832.20 I 1842.20 11362. ..7 11391. "'5 1 1642.20 11653.20 11142.20 1 I 752.20 I 832.20 I 842.20 1 6412.20 I 653.20 I 7"12.20 I 752.20 I 832.20 I 842.20 I 362.47 I 642.20 I 653.20 I 142.20 I 752.20 I 832.20 I 842.20 I 811.20 1886.20 1811.20 1886.20 1642.20 1652.20 LEGEND ~ ~ ~ : EAST 7925. " 7975.19 7971.81 7987.93 7988.72 7990.2" 7993.99 8005.17 8005.33 8010.82 8015.10 8017.55 8018.12 8019.12 8019.52 8020. 13 8020.2<1 8020.82 8025.24 8025.24 8029.12 8029.52 8030.57 8030.9<1 8030.94 8030.94 8030.94 8030.94 8030.9<1 8035.41 80.011.47 80.012.94 80.012.9<1 80.012.9-4 80412.9" 8042.9.01 8042.94 8042.9-4 80.012.94 80"5.9" 8050.94 8050.9'" 8071.50 8079.94 8079.94 8012.28 8082.9<1 8082.94 8082.9" 8082.94 8082.9" 8082.9<1 8082.94 8082.94 808"1.33 8094.9" 80904.94 809.01.94 809".94 8106.94 8106.9" 8 06.94 8 06.94 8 06.9" 8 06.94 8 25.24 8 25.2<1 8 29.06 8 30.94 8 35.2" 8 35.24 8 46.9<1 8 "6.94 8 46.94 8 .016.94 8 "6.94 8 46.9"1 8 504.50 8 5"1.50 8 70.9"1 8 70.9<1 8 70.94 8170.94 8170.94 8110.9<4 8210.94 8210.9" 8210.94 8210.9" 8210.9" 8210.9<4 8234.50 823"1.9" 8234.9<1 8234.9<4 82341.9.01 823".94 823".94 8235.2'" 8235.24 82"15.2'" 8245.24 827.01.94 8274.94 DESCRIPrION SANff ARr SEWER SYSTEM srORM SEWER SYSTEM WATER SYSTEM FIRE HYDRANT FLOII DIRECTION S1"'Ur ELEVATION EXISTING CONTOUR ~ ~ ~ ~ ~ ...... PT NO. 105 106 107 108 t 09 110 III 112 113 I I .- 115 I" 117 I 18 119 120 121 122 123 124 125 126 127 128 129 130 13/ 132 133 13<4 35 36 31 38 39 40 "'I 42 43 "'.. "5 .016 ..7 48 <49 50 151 152 153 15.. 155 156 I!H 158 159 160 161 162 163 16.. 165 166 167 168 169 170 111 172 173 17<1 175 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 200 201 202 203 204 DETAIL REFERENCE NUMlJElf ~ ~ II) .... DATE ~ ~ BY NORTH 11142.20 11752.20 11832.20 11842.20 I 1642.20 1 1652.20 17"2.20 752.20 832.20 142.20 '28.71 642.20 652.20 142.20 752.20 132.20 8"2.20 871 .20 886.20 6"2.20 652.20 ''''2.20 752.20 832.20 842.20 866.20 652.20 832.20 876.20 898.71 391.<45 "09.36 "89.36 391.45 "09.36 ..0 I . .015 ..0....36 ..89.36 612.20 659.30 898.55 ..9....36 14199.36 1593.30 1607.20 1649.30 928.46 "67.70 482.70 382. 10 387.70 "62.70 392.70 367. 10 392.70 462.70 38"'.35 321 .64 367.10 368.17 376.97 321.51 329.76 455.97 "89.68 1517.02 1558.89 1593.30 1608.30 1613.30 1 ..5 I . 73 1353.47 1613.30 1"55.26 1319.<43 1487.81 1558.89 1"82.11 1563.89 1603.30 1366.63 11346.23 1269.69 1484.29 '''94.48 159...30 1603.30 '''78.71 1499.05 1589.30 1613.30 1476.77 1498.21 1513.61 I 1589.30 I 136"1.00 11649.49 11613.30 I I 682.68 11582.91 EXISTING ---1.)--- -----1 ,.---- -----1__;---- - - -i><)-- - - ---'~-- 11M'" .7.77 -------22-___ DESCRIPTION EAST 827... 9.. 827".9" 82"'.94 8274.9'" 8298.94 8298.9" 8298.94 8298.941 8298.94 8298.94 8 33 I . 03 8338.94 8338.94 8338.94 8338.94 8338.94 8338.94 83..5.2.. 83..5.2.. 8350.94 8350.94 8350.9"1 8350.9" 8350.9" 8350.9" 8350.9" 8360.94 8360.94 8360.9" 8360.9" 8369.49 8369."9 8369."9 8379.49 8384.49 8389.49 8389.49 8389.80 8390.94 8390.9" 8390.94 839".80 8394.80 8395.9" 8395.9" 8.0100.94 8421.03 8.......80 844".80 8449.80 8449.80 84"9.80 8<15...80 8"'6".80 8"69.80 8<169.80 8479.35 8480.63 8"83.90 8489.47 8"90.39 8"96.73 0512.42 8514.05 8522.08 8523.80 8523.80 8523.9"1 8523.9" 8521.9" 8529.50 8533.02 8533.80 8535.65 8535.91 8536.91 8538.80 8541.23 8543.80 8543.80 85..4...7 8549."8 8552.01 8565.75 8566.83 8567.80 8567.80 8569.99 8572.09 8572.80 8577.80 8583.39 8587.38 8587.80 8587.80 8595.5" 8596.61 8600.6'" 8623. QA 8630.64 PROPOSED II .7.77 @ . , . , . , . ./ \ , ~. , . ./ .. \ \ . EXISTING TUSCANlUA . TRNS 15 PLAT 81<.4.3. PGS. 4IJ " 49 ",'./ 19 26 27 663 664 1196 5092 5093 509<1 5095 6007 6008 6009 6010 6011 60'2 6013 6014 6016 6011 6018 1019 6020 6021 6022 6023 6024 6025 DATE BY ./ ~ - -' ~ , , - ' ~ ( I I \ ~ \ , \,-~2 --.. r\. ~~ ~~ ( ~ o ....--...,,- W49"~W'~ " .. 26J9' I" '" " N 0fJ'1O'5S' E __ " 5/1UU' , ~'" ..... 'r - - - - - - - I ... 'lo I ~ . I ) ) .. T "_------~-~ ~ I ~~. ~; ~.: - - - - - - - - ~ - - - - - - - - - - - - - - - - - ,- - - -' i (.. . ~.~/:r... ___ iTi I .". // 50 .. ~ ' or r> " . " · " // ~. ~ ~ II.i ~ I 9 tJ ! .". / . ~ -" ~ I ! " ~---_._._------ ~ ~ ~~~ ".". //, ~----'---._.--I~---.----_._._._._-----_._-----~? _,.,4 ..- ~~~'" ~.. //~,.. ~ .. ~ ~ ~ ~ I ,.. ~ ~ 1,..1 7' ,.. I (10) ~~~.- '/' .'~ ~' g....! ~ I v iio >.::,) ill .. i ~ .' I' o~ r---'----------...;'----, I.~ i 9' ~ I ... I" I 'I 1 ~ .:..I ~~ ~ -....t> I _~'f!... · ~ I FUTlJIfE EX,.NtSION ~ I I ~ ~ 10' I ~~ J ~ ORI RETEIIr/ON · ~+ \0".1 ~ I U.5O SO.FT. a I ~~ - - - II I i - - . - . - - - - - - - - - - - . - . - . "C. " ,..."" ~.5. ( POND I I- llJO.()()' -I Jb. ~ i~ __ ___ k-- ~ I 0- ~_-'" W WI1'HUNDEIfDRAlN 1 It> ~ I . : k He 1l'lJ ~ ~ ~ to ~ ! ~~ .. :;::..-/ ~ TRACT A I NON-LON> BEARING WN.J., CONSTRUCTION ~ I ~ f"':'\ ! - I ~y/ 1 OF WAU. SHALL BE DESIGNED TO ALJDN t He He 8 7' 1 - :,./ I FOR FlffUItE EXPAIIStOII. MASONRY WALL - -=- I ~ l ~ ...~ ~ lil.ll:t> I 1'.10::'1. ./ SHN..L NOT BE LOAD BEARING. 1 J I V ~J " ~ <:>/ ~ II : ~ · ~~-.----~---1-~ -----~-'----..-~ , \\ " '\\ ..;; D i to k' . He ~ ~ ~ ~ ~ I \' \ \ 1 I - I , ~ ,\\ \ fa KASH It' KARRr I He He 'i' ~ I .,. \>\ \\\~ \ \. v. I~_ OOIl1>STERPNJ :.;;; :::. !i ~ L-~~---_.~ ----__~~____~______ "':1_ (~;" ~ \ ~ ,\\ \ '-.---.~._.-~.l u... :J!~ -- ~ i"'~ ~ 1 , ,~ \ TRANSFOItMCIf PAD V3.5S' I'" -.!.. fI'IIl [,/7 rr' ~ fI'IIl I \, \ '. ~ '\ OUT PARCEL 2 I ~ __ ~ i '" I ,~ ,~ \ COMMERCIAL USE I .NO P~INfr I I -- ~ I (to) ,~ ',\, \\ 180 N:. , r:t:fEL PfCK~P" I ... ~ ~ ~ ~ ~ __" I ,~ ' , ,~, ~ , .... \ ~ '\ ~ \ T~NT BEAItINQ · S OUD'>>W .- \ ~ ,~\ DELTA · U5II'3tJ' "\ \ "\.,', :::;,. ~IO.OO' ~ ./ I -.! · . ". !... \\ " '~ " ~i I ,.! .. ' '., - . ! \: 'I. .~, <~~ "" ~~~ " lJ!i! :. ~' ,------------------------------"'-- ~" ~ ~ '\. ~ ~ " !:! ., tOUMPSTEIf NtEA ~ · ~ ~ ::IIII~IIIII ~ · - . . -;. ~-;;:w:; - · - .. · - . - · '-', ~ ,,~ ' I I ...........-. He I ~ 2!50JXY Ii "'to, ~ ,,~ " ' - I, I /DENTIFICATION-1j ~t" ~ ~ "" ,\, (',,~ ", ',' - rrt~- - - - - - -. -. - . - - - - - . - , J. He I! ! SIGN I ,,~ ..... ~ "\.. ~ , \ ~. ..... " i ~ ~ ., i! I ",' " ~,\,' , r~ ~ -. ~ ..II (12) , I I Storm IIH ," ,,~~, "CIIKJLE TENANT SIGII- I .l., fOIUiO' " 336.5tJ' I top 34J7 " '- ~ ~..... I ~a, RETAlL]I' I I lnv 29.26 ,~ ,,~~ ~ .... . , ~ ' () ~', STORE '''''.29JO '~~~ '-', ~~~""$>....ce ','.... t ,w. 91'60 SO.FT. J. our PARCEL I I ,~~ " '-""'" .... " ~ COMMERCIAL USE I ,q;,.;....~~ " '~, " / t , " ,. ~ /.22 ~. : ',~ .... '~, ""J~fl< ~ / ......... tJ ~ I I I J L,J,... I , ~ ....., '~, #~ .' ';, r --.. - , " '\ . , " · _J ......., I ~ He He 11 ... , I '~~ ". "~~, ~...... '-__ ~,... ~ _ ~ " fl , ,~, ~ '. ~ __ '- _. ~. ::" I l' '.:t:$ "" "~~ ~ - - - ~ ! -=-. - - ~ - - - - - - . 5- - - - , I //,:1 "~:~~~= '~~-:_:~~~~ ~ I_{'_~~__~ ~~~n ~ ' _L---------- SlNGLE_TENNiT_ SIGIf~ ;f / , -- ...... k IJo ~ - - - - ,.. I - - - r ,;f / - _ -"",, ' . ...::J, ~ PIJ' Pot.!S, 5' SIDEWALl( - ~ : S ()(TZ1'3tI' W 2:0&85' , - - ,....... ~ '~ ~ ~,..." ~.u0'el... ~ - _ _ .......~ CJ . _ ....... ~.::::::..-:::: _ 01", .... ~~7"PoI. 5' EXIST. SIDEWALl( ~ _ _ ........... _ . _ - === === :::: _ l--U ~:KJ' R{7/ ~~.::= - - - = - = = - - = = - - - =:2..~~ _ _ _ _ _ _ J,V _ _ ::::: ::::: ;.... 2' mlom! curb Storm iiH":::"" - ~ ~ ,..." V/~ . ' _ . - - - = = = = = - = - - $ 05"15'Of:r E top 35.!50 - to-.......... ......:::::::: _ 'III ..;. - - _ _ 1OO.!!iO' I,.". .'.I'fl _ _ - ~ _ ....... - - - - _ = = = = == = ... = - ... ==t -= - - - - - -~ ., '- - - ft8 - - - ,;r - - - - - - - Storm M"""" - _ -:::::: __,..." ~!'~'E - - - . - . - -- . - _ _ _ _ _ _ _ _ _ _ _ .1_ _ _ _..L gross rntKIlon ~ top 35.49 Ex. - - _:: ......~= _ ,,,, ~, y' UtiitPOi.-' -. - - ----U'/.t Pole - -- 1,.".31JO ./0' ~C _ _ - == == _ _ -=-_--=-..::r--=--:r--=-......~ -- = = = = = 2!! = 1,.".31.35 ...,Af. -- _ - - == == -- --------. Storm IIH top 3/.7'" 1,.".21.68 . . . . ...... ~.... .... " " " " . ~1 I .~ . . . I .. \J 'f.. - .. LF 7902.98328 8029.29737 8209.'''502 8612.96032 .603."....0 8605.42708 1965. ...337 7966.76631 71..0.576.... 7940.96835 79'0.26392 7990"2900 7990.8'''35 7992.62700 1002.14000 8376..126.017 6026 6027 6028 6029 6030 6031 6032 6033 6034 6035 6016 6037 6038 6039 6040 60'" " I , " , CENTERUNE GEOMETRY 11610.22056 , 1216.87891 10969.7/881 1 60".51005 I 704.58845 I 9 I I . ..30..6 1 277.01607 I 189.65692 I 789.1398-1 I 913.53"03 I 913.37791 I 870.16100 855.70571 837.85"00 774.52100 912./5639 85.....866. 758.66159 621.66225 627.48182 627.66'21 627.870" 62e.07350 1628.27611 1628.47'72 1854.66713 1854.86975 1855.01236 8315.,4'S89 .004.66837 100".25682 1315.22525 .3l8.22S5" 8254.22516 1.90.22611 '126.221'0 ,.062.22682 ".8.,1"" 18 1154......50 .. '0.IU82 60..2 6043 60-14 6045 6,046 60-11 10-11 604' 6050 &051 ..YI.ION. DESCAFTlON 155.27491 855.47751 661.421~2 662.09874 91 2.097"8 34 I .64' 00 342.79767 380.297"8 363.53918 535. 1.428 553.06980 553. 196"3 1428.3786" 837.90817 81".72689 875.51834 612.48779 631..,..313 631.91"78 521.75057 522.60534 38'.01861 351.99221 327.89'06 3" I .17052 506.8'970 ..,' ~ I .- ." I .- ~ I ..,. ._~~!!lI..a..M.:oE WETWID UN~ \ " ~. . 4 I ,-I5'IJUFFEIf / ,/ :___ __ I / ---~ ~: -_ I .... - r , - .... .. .. .. .... ..... 1'26.9"514 1062.9..5..6 8601.13085 8393.9"192 839...73338 8492.77100 8127.41197 8127.53069 8093.98356 8008.23411 80.....01770 8004.01790 e061 .59333 7992.86880 8240.14281 7990. 14406 8375.24'08 8610. "5795 8556.2"017 8555.89141 828$.'9276 851'.7H35 1"'8.8"152 8554.4315' 8420.27136 8"20.79372 DATE BY , . .. . . .. .. . . . .. . . . .. .. . . . . .. .. .. . .. . ... . . .l . IDENTIFICATION SIGN N ()(Ft(J'53" E \ '" /23J'9' \ ~"~ : ,------- 4-J ~.It--- , I I~ :N I :11 . II I q,~: 1/ . ~ ~~11f '"l 1/ If 1/ II II II II II " II t- II I.IJ ~ ~ 1/ II II " " " II " II II II II II " II II ., ~~III II ....'--- I ~ 0. ;~.. ... ... ..- N~W ........e:;,J5' ~ J ..... ~h yo '. r .. . , '-; I , : II ~' 1ta I 1/ II II II II II " " " II 1/ I ~/' ~ SINGLE TENANT SIGN - -.~==--- ....., - - --- -- - - _ " - - :::: ==~ _ 2' ""om! curb ~-- -- -- -- ~ - = = = = = = == == = = ==:::: = = 71"'- _ _ =::z::;; ~ II -------------------~~---1 n ~ " \ " ~ /I d ft II \\ 11 II " II OUQWTIOH ,SUBMlTTN.. aN OR COUIfTY . .If.D. . 1M. ~AL, _In WINTER SPRINGS DATE GLEION INCORPORATED ...... T ...,....... · ......... · .......... . ..........'AL ~20 SOUTH MAONOLIA AVENUE I ORLANDO. FLORIDA 32801 407-8.3-5120 . FAX 407-840-8884 " " II I II I I " J II II I II '" I I II ' II M. II ~II! g; u--~~u-L~~--L_--t i " ! ~I! : 1/ ~ ,I I n I II ",,' II. II ~II! n i II ~ II I /I: II ~II' ,,1 SO' If II :' II ! U: II :'11 I n I II "II 'n: II LII ! n I JO'If II l:lm' I ,,: " ~ :i al; /I I II l :, lL n I ,,: II ct~'1 II' "! II I III II. " , IIi ,,! II I, I' "'1 II ~I I' ". ::!~ I! ~ i II ~" m 'I ,,: II ~r - I, II I II ~ , ~ ! II: II .. ", "I II ! II. ,,: II 2 III II I - - - JL - - - t - - - ttllL u - t :. II · I II t III I: II l ~ IIi \I I II l: 'q ()) II. II: ~ t t- '-0 III II I it i I\) "; \I: ii, II. ,,! II! ::1 ". "I IIi "I II' · " ,,! ::1 II! II I "i \I i II' , " II I ", /I: . 1/ I II I- Pd IIi ". " i V.J II' "i II, III II" II I ' II' II' '" II I I\! "! /I: II I ", II I II I II. " II! "! II! XJ' If II I ", . I" II' II IN. II ~~ :~ ~ II i II I ~ " I" · II i I~ "i II, I~ n. II I II · II' I~ \I! I I~ t. -------r:-:----i1i---- i II I It g I II ~ 0) It II: II , ~ I' II I II I I' ,,: II' It '" II! U ,,: III It III It' If! II: ,,! III "I \\1 1/'1 n: \\' 1/ II I t-J ! II .?ri l \I I I ()) i ". II II I II : " I n : " I " : " I /I : II . H I II : n N n u : I I " I ... ~ ~ ~ I , _______-.J I I I . I , I , I , I , I d'\ " \\ " \, It " I . . I SCALE, "e!JC1 DAlE OESIDICD MMe sc.-" fIIIO.ECT .-. .,....1 .... ItClT FLORIDA t. .., l~ ~{'1' 71 . ~ K i tJ~ 0.:0 ::z ~z o ;: lilt .~ .:m " .W: ~ HORIZONT AL CONTROL PLAN TUSCANIUA PARCEL 15. TRACT IC KASH n' KARRf SHOPF'ING CENTER !~.. . I. ... . r.... rt lr. ;" .,. '., ~. -'. , ~lJt~;' .2 ,III' , ". .; " ~'. '(".~ ",lti . ! H I; t i, ~ I I,' j :, .: ~ . ~ I t j ! , J i: I ~. ~ ~Q qO ~ '). ,?",< c:f", .* ",I:> ~. 4~~' ~Ij, " .:::,~!o.$- ,,~ (j~ ( y~ ,", l~, . t , 7 . , \. , '''1'' EXISTING TUSCAl/IUA . TRK:T 15 PLAT SK. 43. PGS. 48 I &49 ... .' \ . . \ .... ~ ,... . . . . , . , , . I . I . , .. . . I' , . , .' , / , .. .,' , , , I .' , , . . , -' J II II "lI I II: IDENTIFICATION $I(JN II ~ /I in. TO BE DESIGNED 8'f OTltERS NlD SUBMfT'TED TO - - h JL -- - J,.."JL -...-- -- t : THE CffY OF WIIfT'ER SfORINGS ENGINCEItING II .. ~I I I DEPAR_T_M_ENT FOR APPRfNN. BEFORE CONSTRUCTION'\ II II :: I ' .: II 3 /I ! A I - - - - - - N ",.",.a.. E II 3 II I II ... - - N we'ar w ---......... '^' '" ~J II " II ' "' 26J9' ~ ~ 12~r9'\-~ ~ I II ~ II ! II: r-------Lt:t J~:" II ~ II I II I '\ I I ~ : II /I :. II iN,.' I ., ""~ BauBLE !buD ~,h~, II I J lr~HffE MrOP ~1l7YpJ II: I I :1' II 1l:'tJ1 i II! . : II II i :' ~I , II, I ~ ~ : II II ~:j QI I II I I I II l:' - n I II: II ""~ 1/' II I ~ II i II! I: II II III II I II II ,I I' II: II 1/ ":i I ! II' II II I:, II II: II II C)'I (J) II' II I II II ~ :.....1,{) I , II: ~, - II II ~" I /I I ...11 II~' II' II: ~ " II , II ! II! ta. II II , III II, ~ II II , 1/ ' /I' ~ -- - - ~~ - -- ;- - -- tt~ -- -- r : " ::" t ::! II ~ l&J~ II II!J II! II! II lL 1 ~ m III II I' It I f\) II' II II It' III \I' II R! "I' II i II II I II /I: . II II i III II I II 1/, 1/' /I II II I II' II I II ~ 1/ i I/i II: II ~ II, II' II I II ~ III(J)Il! \I: II Ctj II r- I,{) III II' II II , l-'I II' II: II 1/ I III II I II II i IIi II: if II, III II I II I II' II: II I' II! "I : II II, III II: ~ touBLE SOLAb ~LLOW II' II I -~I' n WHffE STott ~ mt'JI Y : . /I , 0) I~ 1 II ! !tt.!II.",,:,.' II t-~ ,_ ~ n ' N N " ' ~ " I M I II! I~ n: II I I~ II I II II I I ~ II: II II I~ II I t - - - - - - - ~- ~- - - - ~t - - - - t i II II I I~ ": ti II"'" I II II ~ Pci ,~ II II II I lJ1 I~ II' H /I i I' II: II II. ~ III : ~! I ~ i II "!, II: II "I III II I II ~ i : i II: I .' II I ~IJ '''""' J I II: ~ ''Q) I II' :~ !'I : ,(J) I II' U : II I II I M : U I n : I I " : II I n : . I n : g I I i .. ~ IJ; ft' . :- 0 r:;;: ,. ! .1= .m iJ' rJ ~., '8 It.. Romp And SIdewalk Curb .2' LandIno Romp WIdth <3' MIn.) @ PUBLIC SIDEWNJ< CURB RAMP FIN' CUrIl W ~ A... f/CItfT CtIttIIrudfon , ". ~ 'rel~~- ~ A e 1 ' VlIIUIy GcMw CUr" W GcMw PLAN rft ~R SECTION CC V N.J.EY GtlTTER GENERN. NOTES ~ ~ ., ~ ~ ~ ~ ~ ~ ~ ~ / I. Public .Idewalk ourb rOlllP. stlaII be oonatruote<!1n the pubRo rIght of woy at lOcotlons tM't wll provide contInuous unobstructed I)edMtrlon clrculotlon potha to pede.trlon creoa. MlMt\ts ond focllltle. In the public rlQM of wOy and to oooe..1bIe pede.trlan route. on adJocent alte.. Curbed foellltl.. wIt" &Idewalka ond thoae without aldew~a cre to I'love curb rompa con.tl'UCted ot CII atr..t ln1'er..ctlone ond ot turnouta tMt haYe ourbed returna. Pcrtlc,. curb retu"na IhClIl edend to the IIIlllt prNCl'lbed by Indell No. 515 to ocCOl'/lMOd(Jte curb rcnp.. Romp. conatructed ot locations wtthOut aldew.a sholl Mve a IondIno constructed ot tM top of eoch rQlllP. ... ShMt 5 of 5. 2. TM Iocotlon and orlentotlon of curb rCllllP' lIf'lCIII be oa shown In the plans. 3. Curb rQlllP runnl"9 8IOpN ot UTe.tralned alt.. ahaIl not be at..per than 12.1 and eross aIope ahoI1 be 0.02 or flatter. lWtleI'l alterlno e.lstlno pedeatrlan foclRtlea wf\er'e elllatlno site develOpment precludea tM ocOOllllllOdCltlon of 0 rOllll> Il<>>e of l2It. 0 runnlno IIope between 12.1 and lOtI I. perMItted for 0 rlae of ,. molll_ and 0 rUlYllno .~ of between lOtI ond .1 la permitted for 0 rlae of ,. 1IlOX1ttIuttl. wtlere OOlIIIlIICII'lCe wIt" tM reQulr_nta for cro.. aloC>e cannot be ftJly met. the mlnllllUlll fe<31ble ero.. Ifope shol be provided. Romp rUlYlIno lIoI>e la not required to exceed e' In tenoth. ellcept at alte. where the pIona specify 0 greater 1enOtt\, 4. If a ourb rOlllP Is Iocoted wf\er'e pedeatrlons lIIAt walk ocro.. the rome>. then the walk ahCII t\ove transition slopes to the r~ tM IIlOxllllUm IIope of tM tronaltlona ehoII be l:l.l. RCIIIIC>. wtth curb returna lIlCIy be uaed ot IOcOtlona where other lmprov81118nt. prov1de guidance away "rOlll thot portIon of curb perpend1culOl" to tM sidewalk. ItIIPI'"ovementa for guidance ore not require<! at curb rOllll>a for linear ~...trlan traffic. 5. '"*" perpendlcukr curb r~a abut the bOCk of C\l'b a toctlle eu-foce shall be applied to the ful wldtn and length of the rOlllp. When Iandl,.. of porClllel curb rOlllPa abut the bock of curb tile toctlle eu-foce ahoI extend ful wldt" and 3' bOok of the 0\11>. The toctlle surfoce. on ~ rOlllPa far I1n4lcr pedeatrlan trofflc and far cIIGeonaI r~ are to con for. wit" the det. In t"'. Index for thO.. apeclflc rCMIP 't1PUo 'octile eu-fOCM atIoI be conatructed by te.turlnQ to 0 dePth not ex~1nO by UN Of 0 tGlllP or rOlltr' fobrlcatecl wtt" on IlIIprlntlno eu-foce of ettnr I' ~ wire OIoth CplGIn ...,., conventional orllnpl " expanded metal (.t~d) 01'" 3 I>a. expanded metal grotlnQ. Tranlftlon elope. are not to MV. toctlle eu-foc.a. DetectClble aurfoce r~elIIent. hove been au.tPendedllf reinstated the detectClble surface reQUlr~ta w. replaOe the toctlle aurfoce reQUirement. and notIce wll be b)' apec:lal provlalon. 6. .....,.. 0 curb rCIIftP .. conatructe<! wl""n e..stlnO C\l'b. ourb ond gutter ond/or aldewalk. tM e.le'tlnQ curb or curb on<I outfer ehaI be reeoved to tM neare.t )oInt beyond the curb tranaltlona or to tM extent thot no r8lllafnlnO aeotlon of curb or curb and gutfer la .... ttlon S' IonQ. TM elllsflno aldewalk lINII be relllOved to the neare.t Joint beyond the transItion aIope 01'" walk cr~ or to the extent tf\ot no relllolnlno aectlon of .!<Iewalk Ie .... than 5' ~ T. ~nutIIeI"IC ldentlfk:atlons are for refer4lOC8 (plans. permIt.. efcJ. .. PubIIo .Idewalk curb rOllll>8 cre to be paid for oa follow.. __P" reconstruc~d sidewalk a. wOlk cr~' sidewalk.. aldewOlk tanclInQa and "'wCllk curbs cre to be paid for ~ the contract unit prIce far Sidewalk Concrete. ( . Thick" SV. Curf> trona/tlona and reconstructed our. cre to be paid for under the contract unit price for the pOr"ent curb. I.... ClTb Cone.. 1T)'pe ). LF or Curb ond Gutfer Cone.. lType ). LF. When Q aepcrcrte pay Item for the reMOval and dItIpoeoI of ellletln9 ourb. ourb and gutter. and/OI'" slde..- la not pro.tded In tM plana, the coat of r8lllOval and dlapoaal of the.. feature. shall be Included In tM contrec:t ""It prIce for new ~ curb and gutter oneI/or aldew. respectively. ~ I ~ LEGEND EXISTIIKJ ---c..)--- 1'1!fOI1Ip$ED J DESCRIFrION SAN". ARr SEWER sysrEII srOlW SEWER SYSTEM WATER SYSTEM FIRE HYDRANT FLOIt DIRECTION SPOT ELEVATION EX/STIIIO CONTOUR ---..-, ~---.. -----i__r.--. II - - -f><I-- - - ___'t.__ .. e777 ~ ~ ~ ~ :; ...::., -777 -------22-___ @ DETM. IfEFEI'tENCE NUIIBJER ~ ~ ~ BY DESCRIPTION DATE, DATE m ~ .... ~" I ~ . I ~ I .~ .. ~~!!I2..a..N:oE WETLAIID UNI.i\ " \ ..... ......... 1 I ...... ,...\:~;;l.,.:,~ -/5' BUFFER J ,/ \ \', __ J " '. \ ---I------~~ ...:" . '. .... .... .... I.....: I I J~ '. '\ .... .... i- '. -.... /.' ~ I .... ",.... \ '~ )' · ., 0 'J,. ----0--,- -, ...... \ " ~w J { . /' ..........-;' I i I - 0 · '. .....~:.::.........a4J5' .:; V .../../:'-~'-~~~::-C---~-J ~ ~ 1 · 3 : \ ~~~~ :9 ,.~..~:_//// "9' I" ; ---~-- j -~------~ ------~---- ~------.. -I (.>) ~ j ,~. I r-----------------to-, "" i ~ v-. i I . ~ I' I I ,,,,,, t-:..- -... r!- -.... \ _ " 1l..~~tI/ ,('H/ DRr RCrENTIOII · 1 l FlIT:' :!t:~ ~ l T - - - ~ft- ~- - - - - - - - - - - ---- -- - - - - -1 ( \ /" ":. '" POND J ~ --I L.. 1?4' ~ i ~ I'i' ~ La ~ i '~ ~ _ _ WffH UNDERDRAlN I a r, He He 1(Iii v IV ' \ " r>" ,,;..-/ - TRK:r A I .m~_ I ~ I Storm MH \\...... NON-LOAD BEARING WALL.. CONSTRUCTION ~ "..... I - top 31.74:\ "" \fI /"... ' OF WJtU, SHALL BE DESIGNED TO AL.I..ON 'He He B "" , Tf'rtI.27,s6 \\ - - -.... /" ! FOR FtJT'URE EXPNlSION. MASONRY WALL r--=. I '-' I::::..J ~ f ~ ....- I ~ ... ~~M~M~." @ " \~./ ::-- ./ ~ : ' ~ . t ~ - - - - - - - - - - - - --ll - - - - - - - - - - - - - - ~ \ \\ ( \Jl... 'I ! . ,'" V::- ~ "i' ,.. \ \\ . \\ \ ' .. I He He ~ I\::.. I \ \\ ~ '. \\ \ I KASH N' KARIff i :- He ~ ~ i \ '\ \ \\ ~ \ J ~' "F.. .._~ · ,'-' ~ -... ~ -...' \\ ' \\ ... "../ ! ...I r JVo ;IV I I ( \ \\ \ ~ ~ \\ · J:: DUMfOSTER PAD .f6.295 SO.FT. ~ h t \ \ \ \, \ - ~~ER PAD ~l! i U" ~~. ~ i --;------~ ------~--~17~~------:-1 \\ ~ '\ ~~ \\ OUT "MeEL 2 --- )!I i I I \ \ . \ ~ \ COIIMERClAL USE I ' "NO PNtKING- -- ~! ,-., r.. . (10) \ ~ \ \ \ 180 N:. . ! rJ:iEL PICK..,'" '!... ~ ... ~ ...! \ \ \ ~ \ ! ! ~ ~-------------------------------J \\ ~ \ \ \\ I V1' I I ~ ' \ . ~ b W--" If- ' \~\ ~ \ i I r-. I r!- ~ 1_ \\ ~~', ~~ \\ .1 i i \.. \"~.,, ..,j i ( 1t;:J ~ ~\, "" ~ '\, " , , Iii ~ ..... ~ _ _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ j _ _ _ J ,"- " ~ . ~ ~ .. . /1 .:\. \\ ,~ " ! -- 1IIIIIhllll .. - . - . - · - . - . - . . - · . · - · ..,......\ \\ '\. ~ , I DUMPSTER NtEA ~ ,T .5' SIDEWALIC 2!IiO ~~ \\ " ~ , ......... -. J He I "-..: ,j I "'t:.\ \\ ,,~ " · , ~ I ~~ \\. \\ '" ~ ~ " ~ - - - - _ _ - _ . _ _ _ _ _ _ _ _ _ _ _ . _ n He I I' S' PAlNTE~~~~~fE FDUr I +~\ '\." ~ , ; ~. IDENTIFICATION SIt'JN ""',, 1. '... I I I" TO BE DESIGNED I!1Y OTHERS AND SUtJMfTTED TO I ,,~ ,,, ' 0. · I , ~....... I THE CITY OF WINTER SPRINGS ENGINEERING " ~ ',~ ~, . ,- ~ .... (Ii) ! i DEPNfrMEIff FOR APPNNN. BEFORE CONSTftUCTlON I Storm MH ~ ' " ~ ~ " " I!'!.. 102.60' I' 336M J top 34.37 ,,~ '<\,~....... · REf" NL ~ ,1 '''''.29.28 "" ~ ~ ' ""d ~" , rff'DOUBLE SOUD YELJ.OIIf STORE I' I If'rt1.29JO " ~ " ~ /~ ., I I I o.~ " ~ ". U60 SO.FT,.... I' 0tJT PARCEL I I " ~ ~ ' ~ ~ .. 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" . ,. .. .. .. .. .' .. .. ... .' .' ... .. ,. .. ... .. ..' .. .. .. .. .. ... .. .' .. ~ ---- ..- . ,,' ~ATE I.DCATION OF srUtfHNS ;' , .~RE RISERS WITH FIItE pft(ff'eCT"1ON .. , .... DRAIIINGS " ... ..... / , .,.. " ' , ~-----------f.---- / , , I I , I \ , , , , , , ~ ~ \......-.-. laI)q TIfNI$J'O/WE,R "AD i " , l!!!: "NfCEL 2 f",u..EIfCtAL USE IIiO N:. I ,," ,- ..' -- ,- .... .... .... .. , , , , , , , , I I , STD.F.H./ 9J/.ASSY. ~---_._-----_._-_. , ':!It.ECEMEKr MEET A 7-DAY MEA/( STltEflfHH OF XJO PSI,FFfOM A FEILD MEA/( , I , I ,..---- .-. ---- .--- . .- " ALl( 250JXT , , , I I Pt,UG FOR FI/TURE USE W / rG.v." 2'BLOW OFF . I I " .' '1 . I . I (21 S!' WATER METER W/ /UtC1CF, PERIICKrER ... l . I ,~ " ' , , I I I "~, I " I , ~S'''' tr FVC II 0.307- .. I PLUG FOR FUTU/JE USE II INV.EL..26.0 '(SEE DETAIL SHEet. IIOF II I ~ 'CON"(CT" TO EXIST B'WJJ.WITH II'GJI. J ~ I PfIIOVlbE TEMP. JUMPER CONNEcrlON. I lCONTRJlCTM SHALL VERIFY X TEE , LOCATION ~ EX1S7".tr WMJ /~~- ---- ----------- 2.O&e5' ~ ~ Q, i ~ LEGEND RETAIL STORE gno SO.FT. , , \ I I~ lIP) I~ I I our PNfCEL I COMMERCIAL USE 1.22 K:. EXISTING PffOII'OSED DESCRIPTION SlWfTNW SEWER SYSTEM STORM SEWER SYSTEM WATER SYSTEM FIRE HYt:JRNiT FtDff DlIfECfION $1'OT ELEVATION _/ ---()--- TANGENT BEARING · S 0I7ZT' 3g' W DELTA .~311 Me · 79U9' RAOIfJ$ · 71OJ1O' -----, ..---- -----l__r---- II - - -i:><)-- - - ---'~-- "",. -1.77 ~ \I) ~ ~ ~ ~ ~ ..... -777 ..................... EJrlST/~ ~~R ,--------22-___ DETAIL REFERENCE MJMBER S 05'/5'00' E ., '" '" " J ItXJ.!iO' , , " ;tI' ~~~-~~~~.~~~~~~~-~~ @ --- 5i , !Q DATE DESCRIPTION DATE . a,Y I.IO"'N . DESCRIPTION UTILITY PLAN TUSCAIIIlJ.A PNlCEL 15. TRIICT IC KASH n' /CMRY SHOPPING CENTER StallT I(. ahOR COUIftY ...... ..... .w1lC)lo.A, .., DATE WINTER SPRINGS OESCRP ~ REVISED PER CITY (f'M1ER SPRtCS BY DATE 12.1:98' BY BY GLETON INCORPORATED ~ ~ ~ .... . ......... · ,.,...... . ".V..'ie. . .............,." -"'saC) SouTH MAONOLIA ~VENUE : ORLANDO. F"LORIOA 32801 407"'843'.5120 . FAX 407-848-8884 ..... T ," t . 71 $CAlL, ,..!JO' I . . I I . . I . . I , , I , . I J FLORIDA DA1I OCT..... ... DESIIMD .' CtCCUD ... ICAE ,.... NO.lI~f NO. ..... . .ru MillIE:" ......GOJ. .., .1 fit, n " "O'" Ui~ 2 'W' .,;.. , , , . I ~ .. ~ ., ~ I ~ ~ t ~ ~ /' I tl ~ a ~ ~ ~ ~ , ~ ~ ~ ~ DATE A IKJrES lTOPS.FftNlE5.MiD ctNtR) ~ ~ "...... ....Nt"............ ....,..... ." -.. .... ......... & __ . rJIII 7 .... ...." tllMr , ....,.. ~. ..,,. lit .. C4' ....... '" "........ - ...... .." .1.....,.".,... ...." .111,... "..,~ r.",.,.,.. ,. ,., ".".. ." ", ,.. " ....,,.... .. ..... .. ,. .. __ .....,. .-- _ . }tItrtIIM ",'r_ - .. '-}wIII ... f,. _.... __ " .... 4. ..... .., "- , ....." ." Ill'" or "... __ .-.fIWIifIIM , ..... ~." __ -ilWlMMt __.. lItIJ~or~" .. .. _ .. .. ~ wi UIIIt. lit ..." .. ... .. UIW. 5. __ .. ..... ..,. ..",."",. Ir..... /lIIMfndfM /IIIftI .. ... _ SW J " .. .. 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MITERED END SECTIQ,N , BY OESCRtPTfON GATE 8Y . .. - . .S."T. ..... ~ ..~..,::.. ~~.f:.,. ......., __. ......- GiIlliII "'*" _.IU " J ..... /lLTf/fllATE A N.TCRllIitTE 8 ".. DE T AI,L - .' .':... ~....,...... -.......,., ,.. PAD DRAINAGE . . . tl'IOM ,. noN ...., It. 0fY tit .COIIII'Y ..11.0. ..... ....A ,-'" "'T DATE no.... U'I..- ~ GLE'I'Ol N . .. "~"IJJ1. . , & ASSOCIATS8, INCORPORATED , "ATE 8'" DESCAPTION , .. ~. . , . .......,... · .....,.. . .n..".. . ..........,t.... &20 SOUTH MAGNOLtA AVENUE : OftLANDO. FLORIDA 32801 . 407-843-5120. r: AX 401-840-a884 . ... ~ 8" ~ ~ ~ ~ JoInt Seal V '--I R I'.. ~';': "2"R ? ) . c '- l"E xp. Joint Joint Filler TYPE "0" CURB ~ I'-~ o toY\! - ~ .... ,:".IT to ;,':':;,':1 .', .....:.., %'~ \ ...: . ;':':; ..... '. , - ~8"~ TYPE ~ ~ ,V) ~ ~t to j IIF" CURB - 4' CONCRETE SIDEWALK ~t-- tt 4" 4- ~ar ~ ~~~~ - ~~I~ _~'~:..~J j[ "....of'~...-(1,NJ-. U......... SEc:rKJN TYPE 7.NT (NON-TRIFFIC ) JUNCTION BOXES rHANDICAP SIGN BLUE .,. WHITE fJ 'I' O.c. j I \Di~1---- ~ I 10' I 12'. I J ~5-,.- ~ __ 10' I-- ~ TOP NIt) FUJOR SUB T IBl.E - TYPC J /ItT.A IlI.1I ~rN" ftE~ -ur- _It ~ taL: (J1>. FIIJlJIf ~ J'-r....., I' I' " .. . rcrtts.M ~41....., I' ,. I!r .. . rcrtts... ,,~ H , ,.". I"". "ftts... .. ,,~ H ,. ,. tit ... rcntS... .. ..~ ..~ , I' lJ' "" . I' crtfS... r, IT..41 ITofT IfI I' , I.". ..cr.. n .,.~ IfI I' I!r .., . 4I6o'CTItS.M fi H IfI TYPICAL PARKING LAYOUT ALL PARKING SPACES WILL BE 10' WIDE. HANDICAPP SP/JCES 12' WIDE. I' w ., . 4l6'crtts... laW .... II~'" '1 'III .-t-. I-I ~II ~~rl'lh ~.. Clr ,,- ~ 'I.' _ """"'vJ -. """"" CMitlIlII ar =-~ !" ~: J I 'I' __....ar&,~ ___ ..... It ClIIIIIr In tII ~ -... lf~' I ~.i~i. -1. 1- '- ;~rl:l. i;f" 'e4)\ 4.':': raN. -.... ALTCRllATE A ~ ".." na' 19' ,~" ,~ .- Ii:: · I.. I ~ "1. IhU !I .. I" ! .tl I I . ~ - ~..s ~'I I, . .iJ~il .. tlllltl . r .s -..; ."'. .. 'JI 8c 'WINTER SPRINGS \=., - ~ I--- tt 4'4' ".,-~ ......... ., 1-.. . 311~'11 I,' ,filii!! I PUll J I It- '"':' '7 rJ II: ~ ~"" [l ofl '.. .. ..1iI ~ !' tt t :1!. ~ 1/1'\ II' '. 1\:1~ f~ ," ~.... '. ~Il ... ..,,:;;. )7 aer -.r -.... FIJJRIDA PAVING & DRAlN/JGE DETAILS' TUSCMILLA PNfCEL /5. TRN:r1C KASH N' KARRY SHOPPING CEN'rEIt + ~ ~. ItTElIIINf . ... .~.. ac_. . ...~ ", ,.( .....,.m. .. nttM 1lIIY' I Utl.! 2 \99d' IJ(~ ~ 1Q(lA. I ... - '. ""lJ- ..,.. a:d '" .z ~!j C~r " \ , g . oc;w.1I98 ~ .. ,,~ .... ,. .... ~, ~iJfI~, '. . ,,;.tJI. '11: , !" <' ;} ~{ . , ..::., ~ ':\',~ 1: "'; i . _...._ Ml.J. s..., (1f'" "'....... . f . fA" ... ........."".....-r' _" ~ ___ ",. ...... <> ..".., 0/0lIl ......,.",.,....... _" .."."", ... ....... 6 () ~..".... ___ lit..... __ ..." ........ ..... TYPE J FOR INtETS.IIMHOLES MO JUNCTION OOXES I. A ,- r ., i .. i .. , ~ I I I I ItI ~ I a ! I I d I A I ~ '!. I t, : ~ I ItI I - ~ cI I GJ PLAN cI \ ... ~ ~ lI) I % ~ ~ ~ ~ ~ ~ I ./ BfJTTOII OF POND EL. 3(JD I ~ II I ;1 ~ ~ ~ ~ ~ ~ i. ~ It') ~ !Q DATE BY ()[SCRIPTION ~ ~ ~ .... ==:sr#l.s"&. ..Ell at . .,...,.' CIrII!'It ...... ... \ ~ ~ :.::::; ~ rI ,., . ... ,..". ..... ". "IIT.JIOST. . C/I'.. ,..... .. .l1:li ~ . .,... "..,. UJ,. tI'. tI'..JItJ$I'. . 4# oc.,. III!lIaAUlle ,,.,,, ~.aw SECTI9N A-A DATE . BY I' ION . DESCRIPTION DESCRIPTION ~,' ~:, ...TT H- eir".. C4MIfY ..... ,.. .......~ .., DATE BY DATE BY ..... T \ CONrRIICTOR TO PRo.tIDE A IIINIMUM OF 18' OF CLEA/fANCE BETWEEN 4' FORCEIIAJN &- 6' UNDERDRAJN I/N.Z1.5 fO .~ , I , . \ " ", I \ " I \ ", /' \ '. I I \ ", \ " 0 l ,tI \ " I \ " 1 "'... , 0 , ", .... " ,tI . I I " " .... . i'tI , I I .... \ , , .... , '. I .... \ .... , .... I " , .... 1 ~ \ , \ B <4 , I \ , \ , I I , \ 1 , , , , , I I \ \ \ , , , \ & 't - B 7 , .... .... .... .... .... .... .... ~~ , , , ,- .... 0- ~ , , , ........ ' .... , ~L , . -v , '" \ \ .... \ ....'- .~" \ .... ... )10- \ \ , \ , ~... , 6'--------__.J-___ , I I I I I I I , , , , , I I I I I I I SO' X 6' HIGH BRICK WALL. BRICK SH~ IIATCH EXISTING SUBDNISION WALLS.CONTRIiCTOR SHN.J. SUBIIIT BRICK SAMPLE FOR APF'RO/AL. STRUCTURAL W~ PUNS WILl. t!JE SUBMITTED TO THE CITY PRIOR TO BUILDING DEPARTMENT APPRO/Ai.. , , , \ ,~\ , , , , , , , , , \ \ , SJRWIID / N:OE WETLAND LINE . I . I . I . I . .J \~ . /5' WETLAND BUFFER \ \ \ \ \ \ I U. + SO' X 5' DEDICATED TO THOA OR TSO ASSOCATIONS RETENTION POND <"""~~:.~. .~ '. SCALE,,.. 50' ~~~!:l~ f:~~N.ENT F'(l/iQ4f1J-WHF SIC(NERUP r FU.u.r PERFORATED PIPE WRAPPED IN FILTER FABRIC fIft:r~NT1ON I"OItD DATA TOP EL.36.0 BOTTOM EL. 30" 25 YIV24 HR. t>>tlf. EL."5O KXJ YR./24 HR. DJ1If,EL."5J4 SODDING LIMITS SILT FENCE ORANGE 'EWllf(Y ;~ FENCE ATTIICHED POST.TYP TO VERT'ICAL POST (INCLINE POSTS l::i t:: . 2U TONA/fp5 It! . FLONJ I"" I :l! :~ SILT FENCE 1::1 FABRIC.TYP I; .a EXIST. !~ GROUND FLON .Ii ~~+ 1 I 1 ~ I I!JU~~ .; . L. 1I1N 1 ~5' 'MAL 1 TYPICAL UNDERDRAlN EX. MAOI! 25 rEM 24 HOUR PEAK STAGE EL.35.00 100 YEAR 24 HOUR PEAK STAGE EL.35.13 GWT...... ....... ....... " 6- UNDERDRAlN SILT FENCE 10' STABILIZED MAINTENANCE BERM TOP EL.36 SODDING LIMITS 10' STABILIZED MAINTENANCE BERM DHW EL-3S.o SILT FENCE FDtIf ~~o TE/tIfI'OItI/lRl' SILT FENCE M4.~II8LLO lit /00' IWIU.S vr/UZ_ 1!'1I I!'x 4''I/fOODIlII ~S . 6'C/C IIN(.",~"~ wtN~1I GEt1rEXT/I.E IIATEIftIll. IlEU_ TIC 1fE00000W",.S OF SC'c.~ S/IItI.Nt . ftIIAt. TO THAT SU~D t1r FI"E~ co.OF TAM,.A FLA. .... COIIf"ftl/lC1'Olt IS IfESI'OIISItIU Fat IIN1fT~"~ /11$ fI'OU./1WSI '.$#C.T FEIlCES SHItLL _ '~EO IIM<<DI#EU III'TEIt EN:H 1tNItF~ NIt) AT LEASr DN&r ~ NttlJUJIIeEo ItNlll'MJ.. IiIII' ItEtJt.llMD /fE,.1/I1tS SHMJ.. . II/IDE IllllEtJlIlt'EU'. UHOIJtD THE FIMIIC DEC1OWOSE bit <<c:cWE ..,,,1.'C'r'ttM ~ TtJ THE EIIlI OF trS USE.tr SHML. It6fiut:6o PI#DIJIlIrIY. 3.SEOIIIEItr 111'OSf'f$ SHML << M~D A/"'nlt EN:H notW l:1li",.. 4JIIW IlEl>>lENr DEI'OSf'fS 1ZfI'T lit Ii'C./II:6 AFrU ~ F~IICE IS 110 ~It lfElJIMVO IlIMU . DMSUD T~ wtrH THE FMISHED MIIIJE.~"MfEO NIt) SEEDED. BOTTOM EL 30.0 ".,. GWT ./ _ _ Q / ,(\,j INY. E L. 27.5 10' TYP. TYPICAL POND SECTION TYPICAL SILT FENCE DET AIL, . 1 N.T .s. GLETON INCORPORATED WINTER SPRINGS FLORIDA M'K _Iaa RETENTION POND & DETAILS TUSCANILLA PARCEL 15. TRN:!" Ie KASH N.KARRr ,SHOPPING CENTEI't MCICIO stALl Cf ... m .... ........... · ......... . ......,.. · ...........'A&. &20 SOUTH MAGNOUA' AVENUE I ORLANDO. F'J.ORIOA 32801 407-843-5120 . FAX 407...e49-8ee4 lUt~ 2 1998 . ~ f ..N' , .." . .nt, ,.... "*' ~.... ." tI . f' , , :':" , . " .< - . r , ,I I : I ~ I; i I ,I : l I i, I ,.1 t I " i fl'i I ; I , , , ~1 ..~ , , ' I iUiifit:l~ ~. 2.J ~'1I ... >- gT~\;t:. ~ ~-.;/ -, F""",~_ . r- . .. t.. . I l.' .... - I. I. &i . r". '-~r" YO .101 \ '. . ."1"" '1= '. .1--1' ... 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TJNG MATERiAl AND ,. EQUAL tHiCkNESS BUT IN NO CASE LESS THAN 2' TOTAl ASPHAlT , THICKNESS. TMHCH WIDTH (WI + 4' SuRrACl~PlACEM("T \ rtXIST. ASPHALTIC CONeRE TE SURr ACE , lz i ;.., V$ /,,"'~{?~('{~A 1<4L// 7;~ / '/ / /)/..l~1 1.5' .WI 1.5' . T~~ RlPuctMENT BAS[ WIDTH WlTtRIAl TO BE LIMEAOCK OR PUC MIX. ~ ~ ~ I ~ j~ I' .....11 ---. -:11r- !!!frkUTILITY PIPE 12- '2- TRENCH WAlL L VARIES SURf ACE JOINT TO BE MECMANICALL Y SAtH:UT. NOTES 1. BACkfiLL SHM.t. lIE ....ACED IN ,- LAYERS rRClM BENEATH THE HAUNCHES ,. THE PIPE TO THE 8ASl Me CCliPACTED TO 'n. I)[NSITY PEA AASHTO T-11O MODIFIED PROCTER. 2. BASE MATEIUAlS TO I[ PlACID IN TWO OR THR[E LAYERS ROLLED AI<<) TAMPED TO ABOVE SPECIFIED DENSITV. STANDARD ROADWAY OPEN CUT DETAIL S[", co. l-M OPERCUT - Rill .a ...... ... _.. +t""- ,. ... ...'\... c == lilt' - -l!?:C3:l ~ = I r' ....~~...... 1 ..... W'II W'" 4' -.. J - ..... , --...... ~ ...C. ..... _C ii .._,. nl".:lr.----- '" Lall....~~.;.. ..... ..... .... .. .. -. .1.. . ......- - 1.- ~~..,,~" ..~.~ _.' ..- -.... .. W'.' .'....._ ~.n. 1ll'f'JC! ... - ~ ' .... -. _. t. I ~ :,;:.;.,:a Willi.' .~~~~-- _.11'" ~~,. "=_ n".1 _ I' ,. 1-. f '" .... .. I '~I ....1 a'.:Itfl-' '\. - ... _, .. NIl __I -. .1111 _ ... ,,-.- SAlIn.., ..... ..Ia ~ClICIN KII. ClI. '-M 1111... 2%')( 2~')c ~ 2-WAY SIDEWllK SlAHESE COHN. -L 02. I J I Z'GS PIPE - , I , I , l , I 4'CPYC" ! L 1'- - - - 0 - - - -. 1" - - -. - - - . -* - 4'. 2' MJ TEE 2' CIECK VIL YE ,. DEPMTMENT CONNECTION , BY . . Y IS 10 NI OESCRf'TION DATE SET TOP Of VALVE BOX TO F INISM GAAIDE- VALVE 11" DIAMETER OR 1'" SOUARi COMCRtTE COLL AR I N UNPAVED AREAS ONLY Ii . .. "1 Ii "'~I~I EXTENSION STEM WITH 2- SQ. WRENCH NUT AND UPPER GU I DE REOUIREP FOR MORE THAN ... DEPTH--......... BOX SHALL NOT REST ON " """" . VALVE OR PIPE AND SHALL ~I BE CENTERED ON THE ITmOP(::I~:O'~ ~ /H - } lIIJ~v- ~ \ r--'" BAR ALL AROUND " . I . . . t:: :::J ~ i,---, SCREI TYPE ADJUSTABLE VALVE BOX WITH CAST IRON COVER In ..... - at c > - . at z ..... - ~ 2 u , ~ ~ ~ " % ~ Q. ..... o 6" BEDDING ROCK-80X SHALL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHALL BE CENTERED ON OPERATING NUT 9 J NOTES 1. COYER TO BE MARKED WATER, SEIER, JOR RECLAIMED WATER. 2. VALVES SHALL NOT BE LOCATED IN STrREU ClJllt8S. 3. FOR RISER EXTENSIONS SEE.R[QU1AlMENTS IN SECTION 2.3 IC). VALVE & VALVE 8DX DETAIL SEw. co. 7-96 VAL80XD p t...." ti\Rr_~ rI ,; II. 'I'P'IC- .........1:\. fli-- s. .... ni-II...." ~ UIa'trcll.ft.-:- .. 'lU_. ...-S SlMLL . fILL"" .. I.HIanr~\J!t."IJJ'''. 1:..111 ,. i:W~fi1XB*'~(ti.tL'"'C;'. - ..z.. II ..z.. Y'I -~ it.. r~ ... i'.....~ -- :'1i.~ l'I.~1 IUf.~~ '~" ~ CJ.iIMtI JILL L",.r;, · . . f... II .... I' "'" ;",,"0 _,...",.tmI'I~. · ...........11 & 'n,!!tl m:r. -, · · ;;:..'.'1 11 mlfa Al.:c.wiil · _::"~~'''_.'k.YS c. "'lI-&rJf~ Ilr' CLOIU It' .. IT""n .~ ".~.a~~~~.~ .. L!!IftllJ!I. ..JIlI! IlCftII1l.ll~ anr ";'~TiI"DI1Id'. ~.I",m .l~ I. _~'"..r''::1$ "'~IIt.... ~ -'" 1'1... ."'w-'W\fJIIlr...... ~ _ .'&_1~fi1- · ~~L ~At~=-. ,!1;7 ~ 1A~1e"'1aRJt:-"., ,. M.JII!A~CIl.. ~f'P.!!P. ....JB...!IaIII! ".... ~;~II:-m~~'_L1itl.""L""'" .. ...... ~l~--'" -." ..... ,. _. 1..\ 1Il,"-"\. , , V;:::.:... h -" If....- W ~ -- "-ll.tir.D1, _,l-" , I. , & s . y 1I..atMY --.... T ~ SET TCP Of WUE lOX TO FJdHO IMMlE FINlHD GMEE I Rt:w:s · Jr:T" ~T_ --:- IldfAoc"S~" ~ V~L €lt8[PIPE CENTOO (If OPERATING ...,t _ _ -l. . SEE NOTE: 2- MoJ. PllJ; VAllE WASTtWntR FORCE M1N~....... ll'---- r_ ... J rems. J. five .lXT~ .... NOT IE USED (If VAlVE BOX INSTILLATION. nt. ACTIJI1JIIlIIfT FOR [l:EP(R 'ILVES SHIl.L BE EXTEtUO TO 2. aM UP .... FlOT [l:P," BELOW flNlSK:D GRADE. ..... ~ ~ALVE AND BOX OETAIL ~ ..... \.( BY DESCAlPnoN >> ......... DATE .. StelTT AL CIT'f OR CCUlTY .....D. ,.. ~AI. ..T BoWYH.I,- ~ Be ASSOCIATES, - GLETON INCORPORATED SEWER & WATER DETNLS TUSCANILLA PNfCEL 15, TRN:r IC KA$H II' KARRrSHOPPING CENTER . .,t, ..' - < .1\...' .!I, .. .. :'E~"'''''IIl!!f.'''.!L'''I!I!Ul~''''=fD ....... .. ~..iMlB7iaB1ll. I. n&"~'~,'" ~-IIIiu""'celLI"" .. _ ...,. ... ~ . - ... .... ", ..., .... 4. 1:U."'''',,*,,~,,......,..,11 I. Erf&t-mr.rP.'AWB1h.&1U. .. .u. _ .._. ~ . ..- __ ..'" ....".,. ,. ~~.......__ :"1111&=- 'l'AL ~~~'!',,""'.'Il''=-=~'L''''' ~ .u... u" IIn _ _ l_ ,. _.1 .... .. .. ~-=-,........ ~ . ........ If ..,.... ... nrr..... -.. Il&1ll &... ..... S,..,. fl. ~_~.,,~.=I!l.!!.-r_ . JiiJ.it "'1_ ,.'1.':....... .... 11 . tt. _,.._......,...,., _ _..m' ~ ..,. ,. --"111. N ,... fl. Utw."I =.: ~~~.. ,,~.. Ill.. 1 IIlL. III'CIt, t J !If. -e:I ~ ~..- - "'''E. ... , -I .....- , r _ ........ ...- ..... . ....- ,.. ". "faLUI . .... .... ,,'It.. " nn_ ..""'S.. ._., . II tt .4411 .. II 11 , . .. 4 . . . .. II . .. II I II t, . . II II .. . " u , .. . 4 t. . . t It IT If . . tI . . . ...- ..- . ,11' .. n.,.-_ _.111 ..... .....- - ... .. --- ~- ~.. ..~ ~! . pI": 'l"!It.f, ~ ~ --- - NOTU .. ".TAlL FULL LlIllOT" JOINTS IIllK TOTAl. ...... . JOII'" t_ TO . O'IUftR TN_ IfCMl III TIC TAlLl MIl '011 TIlt TOTAl. lOUIVALlNT LlMfTII .OU'RlD. f. _Ill T1D. lUll 'In11l105 .... TtJG[THlR _ rlT""" .'at VltU M _AftS! ...... IIlSTIIAIIIE. oIOINTS. 3. CClNTRACTOR"L S&aiIIT r. IIlVIIW MIl ~~.l ."1_ ,. 1IlI_1111O JOINT SVSUMo EIIIOIIlttR ~D SICP DRAWl1II05 TO. tullltTTU to T" CIIIIfT.' 4. TMMlST koca MID .SntAlllllIIO ... MIl ... _III ICIlIDULIllIUU . C_U,.O " .,. , EIIIO'~~.l "'D III ALL DESI.. CONSIDIIIATllId IIICL..JIIIO IC)t IIOl L"'TSO TO TIC ,1lIl.L0I0... ".. TYPlI SOIL .AII.IIO CNOAeny. SOIL T\'I'I, ."'"Of' awP, 1IST MSSUM, LAYI. CIlIlD'TI_ salE" racTOR. ' S. lKlS CMAIIT lIAS ""MlD IASlO 1JIION TM( '"f ".... ....... ,. '*-ST 'IUntAI'" or DUCTILE IIION "Pl. ASSWI 1Il1O I 11.) ,SO IISI ....1... PM''', (1.1 , rUT CIF ."lK. .. l3. , LA 'filii CCl1lO n ION 110. :5 , III SAtlOIS I LT IACU ILL. ~..... ~ _ "<:: -- ....... 'I - ~ -a.:,. ~ ",,---. ... '. . ~* ,,,,.. .- _'La r---- \r..t'ft.. -~..". ~.-..... .: ..... . fl. .', .....- . , nI,-- , !!:aII-- .. . _1iiiI. I t I :P.n&I- ~rT1 sm~ ~ .ti~~ !:!II~ /l..o --1I_t'-... ~ .' ., __. + "';. ~U - 1-""" :~ _~ _ ~""'l.'''' ''--1 ., ::--=1- 7--f - ....... -.. "'4 I.'.... __ __ __ _......lIt". :r..,4 It" .... , ....~' ...', PHIl ....~~ 1111,...- It\ \. ""' ~ t,I m".P' JV lf~ -,. ,... ...- . r" ~ IMIIf ILL .. .... - ...... - ..,. .. -- .,...1 aaca pI'AILI KM. ClI. , .... ,. .. .... - .......... r,.. "'" --.. :IP.Ift,:'l"tI - ,..- -\ /,.- ~ ~_._, ....~' ...u" '-='W"....._.')J(=~tI- 'IC.'~ f:"':.=:'''__ jrr- :::::::~~~ ,-- ~ i .. ""- _, .., ... . _ n 'lI .. .. '_-:\ I /'..,._ ~ ~.. ..i.~~~ .. __ Un..- I 1 .....--... l u 1\ ..... IlUII. ..,. ... ...., "" III 'III Ilu. -.JI-+_~ ~~ I 8.. -A- --.. 0'.& ~"._ '....... -:. .' I .!. ... .... . i -.acn. -,... ~ ...,..~. . -- I"'~ :'=~'LU.~'::'=i'~~ - -- -.... ......, AT .. .. PIN sU'. co. 7-96 BOV2 ... ilir"lil~T III - I rt. I--- iii * ~~" ~ '~~ ,.- ~ """ ='....,. ,.- ,.- I--- - ... 1 ,IN llU ,.- r-' ... .. ...,. l,...,.,__ ..,. .'[ll'. --,. - -.... .... .. a: taLI-..... At ,. . "" .... ..:'i. . t4' .... III -.... 01.. .. -'l . ,. (_111 ~, .... ,... . _U . fI- llllU1ID ~I t. I'I.&N'U 1lftYJWf4lM ~ c.-*'t- _lO'.. ",1lI11lllLL -. iii_ jiiji,. . II'lIL n. .. ~ViI:.""'I!I{l'~ ~z: .;r"~1M;:V'lP ~~ Jr !!i-t!l~f.Km;m~.:=.~." IbCI. lIl&U .~D n;;... 4. ~~'fal"''''.'''' It' 1111 UTILIty. S. 110' II.&. 10 . ~111 '0 1ft _.ty . &&11110 "10 IM.III0 l'lIGC,lIt tit ~ 10 . ,AllII ... "'I ,. 01llIllS. 181 ~ c.'1IC'" 'F "", 'u /!\ir.: AI ."0 .. .... -,.. ." ~~~ ., .1...... .. -.. -fiR I" - t'df-.l;' ! i -- IMIIf ILL ~ ., "... - r ",r ,Xft'-III / ...,,. ~ . .. ad~ ..- "I. ..miLL Cllenl_ 10. -- .-. ;., ,.. ..."" "- .. .. IU' .... ~"... =t.~ · W"", 111 - II. ,.... t _. '''11'- [,.. ... . - ". ", - .......? ="'~\:i:L,. ,", PIPE BEDDING & TRENCH,. DETAILS ar,:. ,.... ~ ~i~L. .... ... ~J' \ ~=''T' \...-. ClIlTUl. -~ .~. .. .-. " . ~_ .. 11 .. ... _ ", .......'" III ..... .. .. ....-. t. !!!!!!_",.1 r=w =.: = - tit ..,..u: ~=:.:"" flL. iIiJ';ir''''':' ...... -. , '....L. -" I_ .. ~ _t . ICMII "" _'.1, ... _ _L . __ .. ,... ...... _ . L_" et.... .. _I. ", I"" _. .. m.=-_, 1:..:. I.' ilL. .. YO .. .L" ...... - w... a. ~::!" .,_ __.. .IS _ _ ", _All eaLMI _L . SLOPE TO COtlER FINISHED GRADE, . .'... :~'~ :~ COlER I " ." ... , SI..OPE TO MATCH GRADE -L-- - - - ,... HYGMII1 AN.' .... co. ,~ ,.- == PUN SLDPE INST ALL.AT/OII pyc. .SCREW-TYPE- CAP FINISHED GRADE \ .. ..\ r PYC. .SCREW-TYPE" C~ FINISHED GRADE \ .... \ . ~ ~ ... ... - - == == PVC PIPE PVC PIPE \ \ II '11 I'Ve WYE II . ( 45* PVC BEND ! = 'J.&J~ .~ ~~~ ~ ., . ~ ,~ ~: ~) , .;,,;' TERMINAL CLENKVr IN-UIIE cuANour CLEANOUT WINTER SPRINGS DATI ... acOD -.u JIIIOa1 NO: f'U ... "'-'""" oc,.... .. .. .. ... ...'.:. ........, ftor .. ' FL.ORIDA " ...1....... . ~..... . '...1".. . ............'AL &20 SOUTH MAONOUA AVENUE 'ORLANDO. F'LORIOA 32801 407-843-5120 . FAX 497-&49-88&4 , , .' .....T . ,(;-, .Ut~,. :''''' 'r' , " . j\; .~~ ., r r ,...' ; , . ST . AUGUSTINE..... ~ SOO UMlT ~IC"" WORK ~_. SlCNAGE - /Ri\ /U\ \Y \2/ /JP\. ~ '\!!.J , /SP\. -, 5/ I RI \.~ ~ ~~ / /JP\ \E./ 1 /OV\ /tiG\ \.2J I \II 1 -7UR\ 1 /JP\ ~ IU\ \2V/ \2./7 / , /Ri\ , \!.V , /VS\ \E../ 7 JP\ IU\ \3!7 \2./ \ , IU\ /JP\\2./\ ~\ /OV\ /VS\ 1 \2./ \\2V IU' . fuR\.' l \2- \. 118/ / ~ $"\ '\;.;.J I ~ TIT --......-...::::: 7 I """ ~ I I J I /OV\ IU\ \.V /JP\ \2./ \ T \ 1 I ,-I I 7 I I 7 I 7 - I ;al , 1 _I( \ \ .---- , r \ --- , ~ \ 1/ \ , "\ \ " ..." - , , ...' , I~- If , ~ \ ..... - I II ".I ~ _' . . .r.Y.Y.Y.""I.~ ~~. ~T .&;;T.T~ ~ \2./ ~ IU\\.V \.V~ IUP\ > /U\ \.V ~ \2./ 4UV'I -. " , ..... I:Ili. I , - \ - ' ..-- /Ri\ \ ~ IBI\ \2V) IU\ ~ 17 /I\IN \. . .._..... r ~/LiR I ~:I /OL\ · · / \.VI .t:. I/VS\. . \2../ ~ST I , ~ ~ AUGUSTINI ~e ij /00 i /PTV\ · IUR\ . / \JV I \2Y \ /LiR\ . ~I IUP\ IU\ \.V_ \2./ fQV\ /UP\ \.V \.V - - .,.... .- . . .. . ~ ' ~ '7 TA \~ ~ ~ ,..... I vs \. /Li'R\. \ \ /RI'\2Y \y ~ /OV\ '/Ri\ \ ISP\ \2./ ~ -0 IllY \.V . . . . ~ /~ ~ = ~ ~~..~ / QV\ I \.V , UR \ ~~ Jr IVN \. '0J /OL\ \.V +WJ ~ /VS\ >-C"'(~ _ \17/ _ f..e ..... ~'- ~ ~.~ . .y~ .. ...-ST ~ IJ AUGUSTINE .I,SOD .. /PTV\ ~ .. \JV "1 ~ /LiR\ } .. \!V -.. ~ /~ J rJS\ "-V /OV\ ~ .' h" . . MATCHLINE SEE . I SHEET LD2 /VS\I \2!/ . : ~ I - - ~c: i . /OL\. / TA \ 7 rA'\ 1/ TA \ / TA ~ '- .:. J '\.!J I - ~F:i:7~ ~ ~631 Z ~ '637 7 - I'R~1~!t ill 1-0051 r-\. IIVN \. ~ I IVN \ --- / IVN '\ -- / IVN \. '--T " AUGUSTINI . I U \. r--\ '\ 18 f II r-\.,\ 18J I "'--"',\2!/ r--\ '\1R / II , r--\ , ~ 500 Ii \. 2 I / U \ '--' Ill\. I LI \. V I LI \. '--I / LI \ ~ r-.:JI I \...::.J '-3UI I V Y 3 J I \.3 I \. 1 I \ ~..... '! \2./--... ~ 6f ~ 1IiJ ~ -ei ~ .<<$ ,-'-'-'-'-'-;:'-'-'-' ~ ~ /Ri\ iRi\. - /Ri\\!!!./ /Ri\ r-\. \. 1 / \ /Ri\. /Ol\ \21 / \;Y / '2!7/I\IN \ l \.!) '\!!..l I ~~ \ \.-:J /PTV\ \:3Y ' \. , / ' /JP\ ~ /Ri\ \E..J r----\. \ 13-1 , ~ -'-. ./'\lY ~ \JV W ~ J .. =:-- ~l QL D D DaD ....II~-'TT~.IT... g... I ~SP ....... . r y 'VY'...... .... .............. '1 I I SP \. . itJI . \.V- "-..~ -.. .. T T .... T T ..... -x .... ... 1"1'''' ....'1r ..........'1 I' Y 1..1 · \.V \t'" . . . . ~ /~ ~I\ ~- - ~ -.-~.....- a a.Llt la a /JP\. 7 G> .... ~ 10' \ /Ri\. ~ ~-ST ~ ~ \.i!7- - /Ci\ ~!~ ~ I ST ~INE - - a .:;:71 \.V ~ c= i I AUGUSTINE /LiR\ /up\./ ., ~ loST ~Jrw.J I :: ~ \.V ~ ~ AUGUSTINE ~~ -I> - / Ql \. I/OV\ 7 . 500 r-\. W:..' .:lm (:J ~"'I \.V \ 4 / I QL \. ,'t". -: ~ . r--::-\. rr I r-\. \. 1 / \.... ~ ';'t . I vs \ ". I .j . / RI \. I7i\ / JP \- ~ ":'" ~ ~-- Il' I ::: \ /rl1"!o.J..I /QL\~\ iT ' SOD - \ /OL\ I '~fOl\ -\.V :0.: \.V , fRj\ \2./ I - /OL\ ~ Lt. ST \ \2) " \.V . AUGUSTINE SIOtWAUC . ~ ~ II sco . ~ 1.0--2 "'" ....... TT T ~ ~ fi.-C I I ___ J RI \. ~'TA~ '~ ~[/ IU\ V -1liiiIi /JP\ '\!Y - Ir-~II""" ~/ __ ~ J T A - J PT \ ,,~ I ~ ~~95. '~~/~\ \... /ki\ ~ M. /OL\ 'CD /Ci\ /QL\ \2.J \.V & L... . - \2..1. &..L..~ \2../ .-I A - .. _ .._ fii\ 18j~ ~~ /Ti.\l~ /Ol\~~ QL \!.V / TA \. 7 TA "\2J ~TA ,\.V \ 751 \!.V I TA \. - \!.V If-- J TA \. " 73 r t--:..< IOL\ \.V ' ~ ...~ ,..~ ~ ~"- ~ ~ l~! ~ ~ ~.:. ~~ ! L ~~ ~.. ~~ . ~~ I FUTURE .OUT PARCEL /QL\- \.V- ( ~ ~ /Ci\ \ 2 / I /OL\ \2../. 1. .. ~ , . - \.V........J..... & - .. - l~~ ~t l~~ ~~ IU\ ~ 'r r--\ ...,. -- /Ti.\ ~~ -.... /Ti.\ ., ,.... IU\ B{;~) I I TA \. / \:!Y \!.V '\I7 \ /UR\ -- \!.V \:!!/ G i \-! ) ~ . L- , I -. ~ . . JO:\ ~ ~ \..U ~ . 1 >ST ,~=~ ~gAs\)~~ , \. 18 II...... -.. " ~~.. :11/iJR\ ' \E./ : ~ ~IU\ \.''/ / JP\ ~ . ~.. ~ .j 1t: .. ..j~ ~ ..", ~~ ... ~.. ~ ~ ~ ~ - \ ~ - ~ ~ "" ~.. ~. ~l- II ~loo (' l I"".... (\~\ , IUP\ __ \.V --.J . ... ~, "C >-<' ~ ~ j J ~ ~ r. -......... .r ,_ ,. r . " ~~.. -........ ~ :--. ~ --SICNAGE '~ ~ ~ /Ri\ In, v~ /JP\II nr~11 II II ~ tV iJGusrj~ / SOD (:;\1 ~~I f I If II II s - ~ 1F 1JGUSTtllE I;; SOD rr ~ /I " II G\II II .v ~t)J ~ 7 ST AUGUSTINE SOD /VS\ ~ f' '\!!7 ~ IJP\. ~v~ ~;\\ \\ \\ 1/ /I II " II /I II " II II II II II r ~ /JP\ II ~~ ~ II ... I IU\ ~"ST \II II I'll=- II /JP\II ~ ~ ~ " r ~ '\I7 Ir;;\ , /Uf\/J \ 14 ~ \.:U~ -, I VS\. 1 '& II ~~ , \II II j II- I II II II /I ST AUGUSTINE SOO ~ ,/ SlGNACE ~ 11 II ~ --~ I I = ..- / ~ u :t:l i ~l ~" ~ f1l ~ wI is ~i (.) ~ ).. Ii Q: Q: ~ ~'O ..... ~ 6 , c:: .. i ~ 1/ If I II 1/ II II II /I I I ~ ~ - ~--- ROA RETEN'1 PONL .f " . -/ '" :,. ). Q: Q:' t~ ~ I~ ~ ~~ ~~ ~- ~ ...,... .,. MM .. .tk III" .."., .. .... ... ~ .... WIt... ....."., CfJr. .. " TLI J J~ _In: o Sea',,: " ~ ...., " '..... ,....' . ,.. '/4IN .,.~ . &JD. .,.... &lit ..... 1JIIf.,' . ,,,.,. ,. ", UI)~ .'. ,!. .'.,' .,"; '- tD-.' Fa.E: KNK' ,~. 01, . ',-. oj". ," . aAHD/KNK1/pt, '/L~inllt lUft; .2 1M. '." ',2 .' ,; ';':,. ...-. ., ~ ..- ~ u _ <:J~I I ~" Q;: Q; ;r; Q;; IJI .s iQ;li fIj~~ ).. 'It. ... Qc ~ I Qc :it '- ~ ~ 0 ~...,~ ~ ... u c: ij ~ De,. .... ..... ...,. IIIIIiW ........ 110-.: ,.~.,.... " ., , 't' ~ ". ). = . ~ ~~ I} ... Ii ~ ~~ ~~ ~~ ~~ ., .i> 't"; ,,.;' '. , " 1 " ':'1 ~ ;;~.. I - ". i , , :"t', : , ri '. ',l., " .,-'-..,- ! - ) " t, . ~?~~ "'. ft .,' . LANDSCAPE SPECIFICA TIONS PMT I - GOeW. '.01 well( INQUDm A. The work inc:luded in this Section consists of furnishing. planting. wot.w.c,. fertlltzlng and mulching 011 plont. and lown areas of ~ aize and quality in the location. indicated on the draw- in9l' or os directed by the Londtcope Ardlitect. 1.(12 DIU\OY. S10RAGE AND HANDUNC A. TranlPortotioft and Inspection: Plont tranlf)Ol'tation sholl comply with . ell fedwoI ond Stote regulation.. 1.CD GUMNfI[[ A. 1he c;ontractor .noli eJUoront.. ott planting work for 0 period of 12 monttta and oft sod for 3 manths after the date of fino! accept- ance. During this period. the Contractor Iholl continue the ob...- votlon of plant. and guaranteed work. The Contractor sholl sub- mit monthly cOMnIOtion report. to the Owner with 0 copy to the landseooe Architect during the guarant.. period. The purpose of the.. reporta " to state any maintenance deficiencies obs8f"tled. It it ..,. Contractor's respon-'bt1lty to report these to protect hls 9UOI'ant... Failure to submit reports etiminates ony daims that the quorant.. i. not valid due to improper maintenance by the Owner . a RepIocem_ of Defecti\118 Plants: Any dead plonts or plants show- ing Indication of probable non-survillOl or lock of health and vi- gor. or ....ich do not exhibit the characteristic. to meet specifico- t1ona. sholl be reptaced within two weeks of notice from Owner or Land8eope Architeet. The replacement plants Iholl be furnished/ intriahd at no additlonol cost to the Owner and en 011 be guaran- teed for 6 months from time of installation and acceptance. All replacement. sholl meet original specification.. Co The Cantractor Ihotl notify the Owner and Landscape Architect ten days prior to the end of the guorantee period and such guarantee .,aM be ..tended until notification is received. 0. ~t the end of the eJUorantee pwiod. 011 plant. that ore dead or in uMCItlsfactory growth sholl be replaced within two weeks. a Plant Materials: With reference to method of cultlvotion. root system stotu.. etc.. plants for landscoping shall be cloSllfted un- d... the following designatIOns: 1. Boiled and Burlapped: Plonts so clonlfied sholl be dug with f",m natural root bolls of earth. of sufficient dlomet.. and depth to include moat of the fibrous root.. The root botl of theM plant. shalf be property wrapped with burlap sod< ma- terial and remain protected and wet untl they ore planted. The plont ....aH be handled only by the earth . botl and not by the plant ittelf. All boNed and burlopped plants whlc:h con- not be planted immediately upon dellvwy sholl be .et on the ground and ....011 be well protected with toi. wet moss. or other acceptable material. The plants sholl be set with the burlap cover intact and with the bur/OO showing. until intpeC- tion. At finot inspection the burlop i. to be cut owoy to ground level or os oth...wi.. ~ifled and then compl.tely covered with toil. Any additional plastic or nylon stropping or twine Is to be compl.tely removed from rootboM prior to installation. B. EJrCCMItIan of "_tint 8ede oMlor Plant HcHc 4. Contractor is r.sponsibfe for protection against mechanical damage that includes providing protection from vehicl... in- cluding the posting of approved warning signs and barricades. os might be necessory. He sholl repair. restore or replace any plants or planting oreas which might become damaged os a result of any negligence b, him in complying with these requirements. As 0 speclfie requirement of the.. conditians. the Contractor sholl be ruponsible for assuring that 011 plants at the time of finot inspection exhibit the choracteristics and qualificotlona required for the cyode of plant os originolly specified. ~ Cantractor sholl be responsible for any additional watering re- quired if irrigation proves to be inodequote for freshly plonted matwial. 1. Wh.,.e excavation encounters materials which are unsuitGbte for plant growth. 011 unsuitable mat...iol sholl be remo'led and replaced with topsoil. m..ting the requirement. of poragroph 2.01-C herein: or os -othtewi.. directed by the Londscape Architect. 2. The plant hole e.covotions sholl be roughly c)tindricol in shope. with the ... opproxlmatety vertlcol. Plonts sholl be centered in the hole. with the trunk locotlon os Ihown In the pions provided. Bottoms of the holes tholl be loosened at lea.t 6 inch.. deeper than the required depth of excowtlon. C. Protection of Existing Trees: The Contractor sholl protect existing trees from damage. Where damage doe. occur. the Contractor shall remO'lle the domQ98d tr.. and replace it in kind and size in accordance with the in.tructlan. of the Landsc:;ope Architect ond the appropriate speciffcationl. otl at no odditionol cost to the Owner. D. Grades: It shall be the responsibility of the landscape Controctor to finish (fine) grade all landscape oreas eliminating aU surfac. irregularities. depressions. sticks. stones and oth... debris to the satisfaction of the Landacape Architect. After the grade has been established ond compacted to the required depth. no .ad shott be laid until the grade hal been approved. l. Except 0. otherwi.. specified. the Contractor's work sholl con- form to accepted horticultural practices os uaed in the trade. a InIpectlone and FInal Aceeptonce: 1. The Landscope Contractor Is responsible for coordinating periodic inspection meetings with the Landscape Architect. Inspection meetings are to be scheduled ot SO"- 90"- 1 ~ of landscape construction. All insufflclencies and modifications os identified by the Landscape Architect or Owner at the time of the inspections are to be completely addressed prior to inspection approval and scheduling of the next periodic inspection. Upon completion of 011 work. including maintenance. the Con- tractor sholl arrange for 0 flnol inspection. The landscape work may be reviewed for acceptance in ports. provided the work comprises one full unit or area of substantial size. 2. Dote of finol Acceptance shotl mark the beginning of the Guarontee Period. 2. Container Grown Planta: Go Container grown plant. sholl hove been grown in 0 con- tainer large enough and for suffICient time for the root system to hove de\ll8loped well to hold its soil togeth... firm and whole. No plGI'lt. shall b. loos. in the contoln- er. Plant. which hove become pot bound or for ....ich the top system i. too lorge for the size of the container witl not be acceptoble. 3.02 Pl.ANTINC Settln9 of Planta b. All contoiners shall be cut and opened fully in 0 manner such 0. wi/I not damage the root system. Contolner grown plants sholl not be removed from the container until immediately before planting. when 011 due care Iholl be token to pr...."t damage to the root s)'Item. 3. Ben Root Plante No bcre root plants .,at be ueed. 1. When lowwed into the hole. the plant sholl rest on 0 prepared hole bottom such that the roots ore level with. or ltightly above. the level of their previous growth and so oriented such 01 to present the best appearance. The Contractor. when tettr.g plant. In holes. shalt make allowanc.. for any antlcl- poted ..ttling of the plonts. 2. The backfdl shol be mode with prepared toptolt os specified hereinbefore ond sholl b. firmly rodded and watered in. 10 that no air pockets remoln. The quantity of water applied immediately upon plantInG sholl be sufficient to thoroughly moi.ten all of the tJackOIed earth. Plants shaN be kept in a moistened condition for the duration of the plantln9 period. a Stokln9 and Gu~g: It .. the responsibility of the Contractor to maintain all plants in a plutnb. upright position until the end of the guaront.. period. Staklnq sholl be the option of the Lonctecope Contractor. un'''' oth.... directed by the Land8cope Architect All damaged plants rnultlnC) from the lock of praper .takln9 and guying .,all be reptoced by the Controctor at no expen.. to the Owner. All tr.. QUY wir.. shalf be "egged with )'etIow eafety ribbon. or approved equof. C. Guorontee In.pection: At the end of the guarantee period. inspec- tion of plants will b. mode by the Landscape Architect. Upan written notice requesting such inspection. submitted by the Con- tractor at least to days before the anticipated inspection. All defect. discovered shall be repaired or replaced by the Conyactor at no cost to the Owner unless otherwise approved. C. Plant'"' Woterlals: 1. T opeoI: O. Unl... otherwise approved. the Landscape Contractor is respontible for removal of all tree stoking and guying systems at end of guaront.. period. unless It is determined that the support systems should remain In place for an extended period of time. 1.1)4 ... CCNDI1'IONS A. Protection: The Londacape Contractor sholl protect 011 materials and work G9C'inst in)Jry from any causes and Ihotl provide and mOlntoin any nec...ary sofeguards for the protection of the public. He shall be held responsibl. for any damage or in)Jry to person or property whlcfl may occur os 0 result of his negligence in the pro- seeutlon of the work. Go Topsoil sholl be a fric:lble 'oam. typical of cultivated top- sol. Iocotly. containing at least 5 percent of decoyed or- ganic matter (humu.). It enoll be token from 0 well drained. arable lite. It IhoII be reoaanably free from weeds. subsoil. stones. clods. stick.. root I or other cO jIc- tionable extraneous matt... or debri.. It sholl not con- tain toxic mat...lcals ancl Iholl hove an acidity ronge of pH 6.0 to 7.0. Toplol from nut or torpedo gross infested will not be acceptoble. Any required soH telrting sholl be the Contractor's respon- sibility. SoH Preparation: Prior to placing mix ond backfill. or commencin9 with planting. rototill any or 011 oreas that have been previously compocted over 90 percent for other construction purpo.... 1. A.fI broken or domoged roots sholl be cut off smoothly and the tops of 011 trees shall b. pruned in a manner compl)tnV with standord horticultural practice. At the time pruning Is com- pleted, 011 remaining wood shotl be olive. All cut surfac. of 1 inch or more in diameter. abO\118 the ground. sholl be treat- ed with on approved commerciol tree point. Fine pruning for tr.. shope and appearance sholl be done only und... tht dir- ection of the Landscape Architect. 93 3..01 ~T AI(/) ClEANING A. Cleaning Up the Site: Upon completion of any landscape project the Contractor must thorou1\1y clean up the project site. In addition to remoW\9 on equipment. unused moteriots. deleterious material. and surplus .xcovated material. the Contractor sholl fine grade 011 disturbed oreos and the orea. adjacent to the new plantings to provide a neat and uniform site. All domaged or al- tered exlatlng structures. os 0 result of the landscape worlc.. shott be corrected. a EllMInt Con.ttonc 1. The Landscape Contractor shal' .xwcise core in digging and other work SO a. not to domaQe 8ldsting worlc. including un- deryound pipes and cabl... and the pip.. ond hydronts of watering S18temS. Should such overheod or underground ob- structions be encountered ....ich interf.... with planting. the Landscape Architect sholl be consulted to recommend ad)Jst- ment. to the plont locations to clear such obstruction. The lonctacope Contractor sholl be rnponsible for the immediate repair of any damage cauMd by his work. (See Section 3.01) b. c. C. Prunfnt: PLANT LIST NIlM Nuw ~ln..QtIons TREES AND PALMS .. SYM I an 2. Fertilizer: Fertlller sholl be 0 complete fertiUzer. of ....Ich part of the elementa .nail be deriwc:l from organic sources. It shan contain the followint minimum percentages by weicl't: Crepe Myrtle lo.gerstroeNo indico 'T uscClroro.' 'T uscororCl' Sou~n HognoUQ 8'-)0' HT. X 4'-5' $Pl., IlAtl-TI"Urlk, MIn 5 Main Trll'lks, F'ull Hnvy Ibrldrd Canopy, No SclN'td Trunks. *' ,. C.T. 1~-14' HT. X 7'-8' $PRo, SIngl. Stralitlt Trunk, F'1At Hnvy Roundtd Conopy. NN. 3'1:QI.. 5' C.T., sPtciNn buty 12'-14' HT. X 7'-8' ft. ""' 3' Col., 5' t.T., ~. Strolc;wt Trll'lk. No Lo. Crotch, Full RcUWd for.. Hnw CGIlODV 12'-14' HT. X 7'-8' SPR.. .. 3' Cal., 5' t.T., ~. Str~ Trv1Ic...~~ Crotch. Full ROI.ir*d FOI"'I'l, Hftvy ~ Sft PIons 'ar C.T. ~ts. Botttd. No Scorr" Tl"Urlks. Thick eo..,., .. 9 Fronds ptI" HNd. Full Hnds 10'-1~ HT. X 6'-8' $PR., SIngl. StrQVtt TI"Urlk, Full Hnvy Roundtd Conapy, Mh 3' tol., 5' t. T.. sPKiNn QuaUty . 2. Should minor amounts of ob jectionoble matwiots such os old concrete. asph 01 t. or other debris be encountered during planting operation. they thall be removed from the site by the Landscape Contractor. If it is determined by the ownw or Landscape Architect that the amount of deb,.s is excessive. 0 further determination of re~sibility for removal will be mode. LI a. Nitrogen N - 6 percent b. Photphoroua P - 6 p...cent c. Potossium K - 6 percent d. (Or other anolysl. o. may be approved by the Landscape Architect). .. In addition. the recommended micronutrients must be present in the 9Uaronteed analysis. t<<i 3 Mo.gnolio ~o.nctflora 2. Any pruni"9 resulting In the decline. dieback. or molformotion of the Instolled materiol' will be the r"POl'lsibnlty of the Londacape Contractor. and wilt rnult in the replacement of material ot no additianot cost to the Own.... so Lo.\I'et Oak Qufrcus to.....afollo. QL 1.0& ClUIlUTY CON1'ROL 50 Uvt>> Oo.k {IV Quercus virginlona A. The Landscape Architect sholl hove the right. at any stage of the operation.. to reject any ond 011 work and materiols which. in his/ her opinion. do not meet with the requirements of these specifica- tions. D. Mulching: Within one week after the planting. mulch material shall be uniformly oppIIed to a minimwm 100M thickness of 3 inches over the entire orea of the backftlled hole or bed. The muldl shall be maintained continuously in place until the tlm. of final inspection. Wu'ch shalf be p,.."ium grade pine boric. minl-lN9get. furni.,ed in 3 cu/ft boC)tI or in bulk. All mulch or.. ore to be thoroughly watered in and raked to 0 uniform depth and appearance. E. Watering: The Contractor sholl continue watwin9 for os Ionq os is necessary to property ..tablish the new pIontinva. Core sholl be taken to pN....t stalnlnq of new construction ....... temporary well wat.. is used. Bosed on existing soil condition.. ....i1orgonit.. fertilizer may be substituted and/or supplemented 08 directed by the Landscape Architect at the following ratios: (1 Cup - .3-45 Ibe.) (2.9 Cup' - 1 lb..) 5.0 Ibs. or 14.5 cups / Palm 3.0 Ibs. or 8. 7 cupa / 12'-16' Woteriol 2.0 'b.. or 5.8 cup. / 8'-12' "ateriol .69 Ibs. or 2.0 CUP8 / 6'-8' "aterial .19 'bs. or 1/2 cup / 3 Gal. Wat...laI .10 Ibs. or 1/4 cup / 1 Gal Moterlal So.bal Pell'l UlMClS Poryif olio. Sabat Petrttttto DrQke [I", SP 23 a AIf pIontlnq shalt be performed by personnet familiar with ptant- in9 procedure ond under the sup...vision of 0 quolifted planting foreman. An English speaking landscape forman sholl be on site ot an time during landscape or hordscope instal1otion. Co AIf work sholl comply with applicable cod.. and regulations for the particular jAriMictlon of the pro )eet. It ia the direct ,....,...y of'" contractor to fO'ftlorize him..f with such ,....,.floft& prior to, initiation of WOftc. a TN work tholt be. ooordlnoted with other trodee to prevent I~- ulln9 conflict. with r~ordt to irrigation. grading. utility work. and/or ~obill2atlon of equipment. i UP 25 StRJBS Dnrf SchellIngs Holt y Southern Red Cedar 138 Ilfx vOl'litorio. 'Nona SdwUIngs' Mh 3 Gell. 12' HT x 12' SPR, F iii Roundtd F'or... Pnmtd into SYMltrlcal Far.., 24' o.c. IVN F. Pest Control: Prior to Final Acceptance. accurance of scoles. bor- ers. foliar feeder.. aphids. mit... leaf-spot and dieback. nema- todes and cankw-produclng fungl. sholl be treated with opproprl.;.. at. pesticide. Go All plants th.oJt receive fertilizer during the planting period. consiltant with Section 2.01c.2 3.03 BEJUHG ~ Mh 10 Gol, H' HT x 3-4' SPI. Flil IlmH FoI. to 10M JS 22 PT PittOSpor'UPl tobiro Pittospor"", tobira 'V ariego. tll' """ 3 Gell, 24' HT x 24' SPR, Full RlU'dtd FOI"ft, ... folQ~, 30' o.c. !In. 3 Gol, 24' HT x 24' SPR. full Roundtd F 0I"ft. DrnH f ohgr, 30' o.c. .. 3 Gal. 121 HT x 15' SPR, Full Roundfd f 0I"'I'l, 30' DC. Mh 3 Gol. 24' HT x 24' SPR. rlil F'oICl~, full R<MnIM ~,. x,' o.c. 89 t.. ClUANlIlID .. Watering Agent: All tr.... Palms. and large shrubs ore to b. planted with terra-sorb or approved equal limilor in composition unl... speciflcally waived by the Landscape Architect. Terra-sorb (3 oz. Pacs) are to be provided at the following ratios: 1 Pac / Tree - 36" Rootboll 2 Pacl / Tree - Over 36" Rootball 1 Pac / 20- 25 Gal. .5 Pac / 7-10 ~. ,25 Pac / 3 Gal. * .12 Pac / 1 Gal. * *tnstalled only at direction of Lancbcope Architect unl..s otherwll. specified. -- P1ttOSpor'lII Variegated Pit lndicln Hewthorn Sweet Vb.rnufl Vlburf'Ul Sa.ndankWQ PTV 71 In the ewnt of 0 canflict between quontities shown on the plant lilt and plan.. the plans shall control. Any additions of materials required ""aD be submitted In writing and approved by the Land- Kope Architect prior to installation. A. F'III dirt Ihott be locally obtained material from naturolly droined sources. fr.. from dry. organic debris. ston.. lorg.. than 1 inch diom.t.. and other motwiols hormful to succ.ssful drainage and plont growth. Soil shall be welt mixed and contoln no more than 25 p...cent muck. S. Grod. areas indicated with uniform levets or slopes with no more thon 4: 1 maximum stope. Unle.s otherwise denoted on the plans provided. Berm. Ihal' be 98"tly rolling and parobolic and Ihall be smoothed with 0 box blade tractor prior to plontin9- Finish grading ahall be accomptiehed by hand untess an otternatiYe II otherwi.. approved by the Landecope Architect. C. Contractor"oII repair and re-establish grades in settled. ...oded. rutted. or otherwi.. domoged oreas. O. Acceptonc. AI bermint 1. to be Inspected and approved by the Londecope Architect prior to any plant material installotion. RI 648 RhophiolfPSJs indico ViMrI'Ul odoro tissi'ut va 549 Vb.rt'lUl'l suCNtnsUl't .. 3 Gel. 24' HT x 24' SPR. F iii F' olIa~, -~ FIAl ROlIldN ., x,' o.c. ; PMT 2 - PRODUCTS 2.0' MA1'DI.... A. GeerGI: VS 685 AftIW.S AND Juniperus Porsons Juniper cl'Wnsls 'Persri tin. 3 (iol. 12' HT x 15' $PR. 4-5 Ruovwrs. full RoundId font. full FoIG~, 30' D.C. JJ 987 ,. Nomenclature: All tre... shrubs and plants sholl be true to nome os established by the American Joint Committee on Horticultural Nomenclature publication .Standard Plant Nom.... The dMignoted authority for the identification of 011 moterials sholl be the two publications of L.H. Bailey. .Hortus III. and .Wanuol of Cuftlvated P1onts.. and 011 specimen. shall be true to t)t).. nome. etc.. os ctncribed therein. 2. Grode Standards and Quality. All plants sholl be nursery grown and sholl comply with all required inspection. grading standards and plont regulations 08 set forth in the t:1orida Deportment of Agriculture .Grad.. and Standords For Nur....y P1ont.", Ports 1 and 2 including revision.. a. The minimum grode for 011 trees and shrubs sholl be Flcrido No. 1 unl... otherwise indicated and all plants sholl be sound. healthy and viC)Ofous. well bronched ond denlely foIiat.d when in leaf. They.noll ha\118 healthy. .... dewloped root systems and sholl be fr.. of dlHO" and in.-ct pestl. egg. or IONO" 3. WtOIUrementJ: Th. minumum acceptable size of 011 plants. meoaured oft... pruning. with branch.. in normol positions. IhcIU conform to the specified sizes 01 enown on the plana. SIz.. lIP8dfied are minimum Itandards. Plants sholl be equal to or I~ than 011 categorl.. (he/9ht. spread. caliper) of size Ip8Clflc:otlon. Substontial deviations from the.. measur.... menta rnu.t be approved by Londscape Architect. CoUper of tree trun... ..011 be mecnured one foot above root boll. unl... ottwrwfae specified. ~ Planting Mixture: Planting mixture shall consist of approxi- mately four port. of acceptable natural topsoil and one port pulverized peat or .teritized monur.. and to each cubic yard sholl be odded and incorporated by thoroughly mixing. four pounds of commercial fertilizer having on anolysi. of 6-6-~. Go Acceptoble artificially prepared planting compost material. approved by the Landscape Architect. wilt be permitted in lieu of the pul1llWized peat or sterilized manure. in the prepared naturol topd mixture for ute os backfill ma- twia!. [y'''gr'ttrl GIclnt Li"1opf Asicltic Jasl'line Liriope I'IUscori 'E Yl't"grrer\ Giant' T rochelosper~ Asia tk:", 866 MIn. 1 GelL. 18' HT. ftAI to [dgt of Pot, 18' o.c. llR Liwr Mattrial. full folfla". Flil far". 15' o.c. 3.04 ~ TA 1213 A. Th. sod shalt be of firm. tough texture hcMng 0 compact 9F'owth of gr01ll with QOOd root development. It shaN contain no e.mudo. Centipede << lorpedo ora.. . weeds or any oth... ob~tlanobfe The loll embedded in the sod sholl be goOG clean earth. fr.. from stones and debris. The sod sholl be fr.. from funQUs, 'fI8f'min and other disea.... r.nol turf sholl hove no area greatw thon 12 squor. inch.. of un.odded oreo. a Solid sod shall be laid with cl08ety abutting joints with a tamped or railed .., surface. It shall be the responsibility of the Con- tractor to wing the sod .. in 0 neat. clean manner to the edge of all poWt9 and shf'ub oreal os shown on the plane. After the lad . laid.. 0 top drenin9 of c:Ieon sand will be evenly applied r1WIf the entire surface and thraroughly walhed In. if determined necenory. Peg sod on slopes os required to prewnt s1ippoge. f'ertliD all sod; 1 pound of Nrtrogen per 1. 000 equore f..t. . t(JT(1 PAlMS TO HURRICANE CUT Oft. Y If APPROVED BY O'Wt€R. !i8L. Not. e. Muldl: Wood mulch sholl be premium grade pine bark mini- nuggets. unle.. otherwl.. directed. All mulch to be clean ond free of weeds. moss. stick.. and other debris. 1. All propond I'tQt.rlo.l sholl b. F'lorlda Ii or Mtt.r. 2. All tr... to ~ plont.oI wit... 'T.rro Sorb' Of" opprav.oI .quol in t"'r.. ~ ounc. "'onoly pack. COf"lpOSlPoI of synt....tlc Acryla"ld4r Cop.ly..r, Potasskm Acylat.. Partlelv sin of 1.0f0wtt 3.ONoI and obsorbtlon ro t. of thr.. "'vndrftl t"'" Its ..Ight in nter. opply dry. 3. An autoP\Qtic irrigotion syst.... to blP provided for oil Icll'~'coplP or.os. .. No substitutions will ~ occ.pt.d without t.... wrltt.n approval Qnd occeptonc. by t.... Londscap. Ar-clVt.ct. S. AU work shClII prac..d In a professional "leu'W'l.r in ClCCor-do.nc. with stondard n",.ry and InstoUotton pr'ClCtk:.. 6. Quo.ntltin os she." on tlw plant list ar. 'or canv....-.nc. oNy. Lonolscop. Contractor Is r.sponstlDl. 'or aU plo.nts shown on t". ptontlng plans. If dlPsc....~ orlM Nt""" tN plant list Ornol planting plons. th. plans o.r. to ovcrrr" t.... plant list in oil cos.s. 7. Landscop. Contrator is r.sponsti. for locotlng oil lPxistlng ond propos.d ~rgrOUl'ld utllltvs, ,"'rastuctur. OM IrrtQotJon lInIPS prior to dlggjng. 8. Gr-ound COVlPrs and shrub. to b4r lold out In 0 consJsto.nt I'IOn".r os sp.,fllPd In th. plontlng splPdf'cotlof"ls ontl _tols. 9. No doubt. or ""-Ittl-trUl'lk tr... unl.ss ot........, s~if'ilPci 7. Water: Suitable wat... for the irrigation of the new plantings during the progress of construction sholl be provtded and paid for by the Contractor. ....0 .noli oIto fumlsh adequate water- ing equipment. 8. Stok.. and TIn: Stok.. and tr.. ti.. sholl be provided In accorclonce with the requirement. of Paragraph 3,02.B herein- oft.... 3.01 F1ELD QUAlITY CCNlROL A. ......-ce Prfar to F1naI Acceptance: 1. WOIntenanee"'oII be9In immedlotefy after each pI...t Ie pIont- .. and shalt continue until final Acceptonc:e. P10nts IhoII be wat..ed. mulched. weeded.. pruned. tpf'0~ fertlized. ~iw- ted and otherwiMmointalned and protected CO''''' perIoct of time. elated above. Sod sholl be mowed 08 (equlred. 2. Settled plant. thOl' be rnet to proper grade posftloft. pIorJtin9 soucer restORd and deod moterial removed. Guys sholl o. tightened andrepolrecl OS nKesaory. PART 3 - [)C[CUllOM 3.01 PREP.A 11QN A. Underyound 0bWuct1one ,. Upon request from the Contractor. the Owner shalf provide pions Ihowing locations of und<<9"~ utlliti.. and/or'" as.t the Contractor in MCUring Ul'lderground lacatlons from other publiC utility companies, aach OS telephone. electricity. cable. fiberoptic.. etc~ ' 2. In the event thot rock, underyound oonstruction wortl. utility lines or ob.tructlons out of tN ordinary ore enoountered 1ft ony plant pit excavotlon. a1temothie locatione Ihon be ..-.ct- ed by the LondKope Architect. Where IocatioM cannot be dlonC)8d and the ob8truc". mo, be ,.,lOWd, ",-. obetruct- ione may be rewved. tIw Ob8truc:tlons ehCIIII be r4lfl'lCWed to 0 depth of not ten than 3 fe<< below CJf'ode and no I... titan 6 inches below bottam of bGh or root. ....en pJon\ 'I proper-- I Y set at the ......ir... grade. 10. All 9' t,...s to hay. 0 """""""" 4' ct..,. truNc. All 12' tr.. to hav. Q .......... Qf S'd..,. t~, unllPSS ot....rwls. notlPd. n. Contractor is to vl'f"i'y thot th4r Irr/glatlOn SY5tH! or ZON Is fully oplPr 0. tlono I prior to plorittnQ. T.... LOnGsco.l>> Con'tro.c'tor ~ OSSU1W o.Ur.sponSlblllty for "'o.tlPrlol ,..plo.c.....nt .. to I'tQt....iol dlPclinlP or I~. due to lock of wot..... ... Plant Prctection: P10nts sholl be protected upon arrival at the site by being thoroughly watered. kept moist and proper- ly maintained until planted. All mea"".. should be token to property euc:ure the plant material oncI protect from theft. Replacement of materiol witl be the sole responsibility of the landscape contractor. 3. Defectlw, WC)ft( _lit be CornM:ted 01 lOon 01 poeeible ofter it bec:orr\ea ~.entClhd .-ath.. p...mlt,. Upon eornptetton of pIoI:tting, the CoftVattor Iholl remove from . the elt. ..... 80iI and debris. Gftd repair any damage to lrtructur-. etc.. reeufting ~ ~....t1ng OJ*Otlans. . .. 12. All plo.nting b~e/s to rlPcttiv. 0. 3" dlPep Io.y.r l"lIni pi... bark """'en unl.ss on al tttrno. tlvtt I'lulch Is SplPClfilPd on th. o.pprov.d pions provldlPol. All So.bol PQlI'Is to b. pto.nt.e/ 0. I'linirlu... of' 9' FrOf'l bock of curb unlttSS oth.rwi.. shown on th. plan. Lo.ne/scClp. Archit.ct to b. irtl'l.diot.ly notifilPd of o.ny d..cr.p.l"lCilPs found In t.... fl.ld. Londscap(t Contractor to notify Lo.ndscop. Archlt.ct 3 days prIor to insto.lIa tlon of' I'tQ t.,../ol. Plo.nt I'latl'ro.l to blP fi.ld o.dJust.d as nec.sso.ry to prlPvent conflict with .)(isltng o.nd propos.d utllitilP. ond lr"igGtlon . qulp....nt. Th. Lone/sco.plP Contro.ctor is solcrly "lPsponslble for 0.11 5011 t.sttng OM Ql'l(tne/....nts to provld. sultobllP f.rtltl' growing ....d/url For o.ll Insto.lI.d ptantlngs. 13. 14. 15. 16. 17. Landscape Details NOTE: · SHRUBS ~ GROUND COVERS TO BE SET AT SIMILAR GRADE AT WHICH :f\1\ tJ\R 11 IT WAS POE\IIOUSl Y .....1[0. l: '~~ I ~ ;.~ ~X .' J. SAUCER ~ ~ ~ -,...." ,. ' ;, ~ EX I snL>r.. SUBGRAD[ PlANTING SOIl: MIX J" OF SPECIFlED MULCH EXTENDED BEYOND SAUCER ~ '. ..' " )~~ ~. ." COMPACTED SOIL MIX SETTING BED ~r-w ROOT BAlL SHRUB PLANTING DETAIL ~ ~x1~--~ ~~ ') .,"~n~ ~.........: V' ~ ~'L ~p 8. ~~ ~C~~ ~ ~ .I.)~~ ~J{~JV ~ 'T eX .. V w wrv wrv1.4 J \\. ..J " ..J " ..J " ..J "Jl A . A. ALL SHRUBS .. GROUND COVERS TO BE DF'F'SET THE MINIMUM SPACING DISTANCE F'ROM EDGE or SIDE'JALI<S AND lACKS or CURlING. S. SHRUBS AND GRDUNDCOVERS ADJACENT TO CURVED BEDS SHALL BE PLANTED IN RO'JS WHICH rOLLD'J CURVES. C. SHRUBS AND GROUNDCDVERS ADJACENT TO STRAIGHT EDGES SHAlL BE TRIANGULAR- SPACED IN ROW'S PARALLEL TO THE STRAIGHT EDGE. PLANTING LA YOUT DETAIL NOTE: · PlANT SO THAT TOP OF ROOT BALL IS E\f:N .1M THE RNSHED GRADE . FRONDS AND TERIillNAL BUO AM TO REWAJt TlfD . 00 NOT ALLOW NAILS TO PENf'mAlt PALM · PAlMS ARE TO BE PROltCTED DUR- ING INST ALLA 110N TO PRE\f:NT SCARRING ~... ~ .,; z I J...2"X." PR[SSlJR[ lMATED PINE SUPPORTS MAUD TO PIN[ SUPflORT ON PAUl (EQUAL SPACED) .,; % WIRE WRAPlIING I BURlAP PROTEC11ON ~ A T SUPPORT d I 2" OF SPEORED WLCH EX~ BEYOND SAUCER ~ e. SAUCER J 2"x4"X24" PR[SS TR[ATED STAKES - TOP or STAKE S" A80\f: GRADE PlANTING SOIl: MIX COMPACTED SOIL MJW SETTING lED .; ::~ ;:-:0 .:.: :~~l,1 ',~1.:, e;\:" >,..~: ~ PALM PLANTNG DETAIL NOTE: "PUNT sa T*,T T1P or IUI1' kL IS EYEN VlTH n€ "JNlSMa GItAIE " STAIC( MaW: rlltST .-cHa !II AS ICtUSMY F1Jt "JIIl SLI'f'GRT A n~~r.~ ~~ fW~~ '~....... ~" ~. . .:~--V...' . ~ -r rJJ.~ . , r~,~~, I~ T~' llo' ~~~, ~ 'T~' ~. "'........ . . 'N.;;1 ..... ...." . '~Jr "'Il1O' _.. '. ",'_ L ~ . .f~ l'~], ' ~ ..~ r.."....... . 7I I . F'UlG GUY. VlKS VITM SIJtVEY ruGUG TAl'( ,.: I: IIlIUN[ AU. .-otcDI IItMCMS DOUa.I S1ltMe NO. 12 GAUGE COALY. l1II1U) .. ./1. ~ HOSt AT OI)S. (~ -.s EGUAU.Y PaD) FLAG [AOf GUY .. av. . 1/r ~ .... ~ r2'X2'XIW 1'IlEs. TIltATn STMES - TIP or STM[ SlT IO.OW QIIlG ! !i ...... -$' or RGND I. IM.04 11l1DaD II'fOlD UUC8t ; IIlI g ':-- . .... .' . .' " -....... '. :" ". ar ...... $P[CJn[ PLoIlNTJNG MIX . ".:' . '0 .'- COINCTtD SOIl KTTING 1[. - ~- ,.... ........ TREE PLANnNG DETAIL " ....... MoL ... ~ ..... .-. .. 1~ Of ~ RDIlM ~':::E-.wu. .... 1IlFI y IIOG1M.L ~ . .., p~~ '1 lei' = ..- Ii u ~ i ~ I ~ ~ ~ ~~i i ~ OJ . (.) ~ )...(1)1 :Iii ~~~ :ac..... ).. = i~ i~ l'C: Ii ~ -- c:: ~ ~ :.. :t: U ~~ ~'\. ~~ ".L..... .... .... ~ ......".,,-- ..".. ......,..,..., ,.,.,. ......",..,.... ,.".... ......"., ~ Ce llllUIl ., .. aMI MIl MIl MIl ( "IN: J- .. ""i .. ".,.. , ';"......... , i ,) ,.J~ D~_ etu._ ~! .. ... DAI' LJeI1C:.DIM Lo-a .... .. . ~ . '....... .. .ft :"..JiIN12 '. . .~~...... ... ' ,... . ~~ . ;:', r: .'11' ' " ... tJt.... ..... ". '" ' " , ".. ~ , " . .:,' )l ~ , '1 ,j " 'f, '. , ... 'I" ..i ":'1 , 'j ,. , !<' , " ",j ."1 "'~1 ....~:'... 't:'~ . \ ';...:~.:. ,~ ,;.' :" ' t t r i i,1 t ,1 . ; t.;:} t : I'll ;if , ',i " . ..'t . 1 '..< .. ... " " ".," '.. ~ . & '41. .J' ..._,V I , " '.. " ." .. , . ..., ,,'f':. !'~" " J I- . ;: " , . >,~ ", ". , :.~, ~",: .j:" c>/,' 'i< J ' '.: .. '., . ,.', "~' \ ~._;. ... ,~. , . ." .~ . .Ii ", 'Vt", ... ",", ,.. .. . ., ", ,. ..,,~-',/ . :"-: ~"1. ;,J.':"l:"' . tt \ <~ -,: .' '..( ~ - , .' " "-. lj. f..., ~ ,'; . , , ~ 'Ui ...! 'S .... .,; ~ ~ ~ ~ ~ ~ i .,; ~ ~ Cl:. : ~ ~ ~ ~ ..; , " "'>1 .- CIlY OF WINTER SPRINGS, FLORIDA ~"j ...,.,..",:~ NO CONSTRUCTION TRAFFIC IS P ON vt.AWILI.A DRIVE ''I' COURTNEY SPRINGS APARTMENTS OWNER I DEVELOPER : l BILL SHALLCROSS. P.E. CONTRAVEST CONSTRUCTION. INC. 250 INTERNATIONAL PKY. SUITE 220. HEATHROW. FLORIDA 32746 (407)333-0066 ARCHITECT : CHARLAN BROCK Ie ASSOCIATES 2600 MAITLAND CENTER PKY. SUITE 260 MAlT&.ANO. FLORIDA 32751-7208 (401)860-8900 LANDSCAPE ARCHITECT : '. K~INA, VEAUDRY, R.L.A. CAN'N.. ASSOCIA1ES 500 DELANEY AVENUE ORLANOO. FLOR'DA 32801 , (407) 422-4040 . '''' ;~'~' , "," i' : "Jt."' :;''''"' , ' . , .i",' . SUR..\II.~.E.~'YO.R /',C.....'.'..~.. ......'.'............... .....1..". : . '.. . , ,. '. .,-" ~. . .' I.J: ,'. :','.':'.'. '.:. . . . JOSEPH F. KOLllwi'.'.' .....,' . . BO. ....W...y.~ ',;E....Pt ........SIN.. .C.L...S..':............... ....................C.:..................AS..,.......S. OC.. I*1E5. INC.. 520 ~UTH M .. ....AYENUE ORtMlDO. .FL.,. 'A'"ZIOf " (407),843-5120\,:-' F' , "'. ..' ' ""-'lt~>, ' , ".1f. ',", c ~ ';,.- .~: -y:-~. I' . "t:.' , ....' ""I;"; ~;" ".1- , ","-, . '.J;i " ,'.~' - . >. ~;. ''!'>W;~I ' , . .J ,r ' <;>;< .."""I' '" ~ "- " . .:>~~g~(~~; "~ x .;.; .'''l';~ :'''':". '~l~ - ~. / "\' b, I TABLE OF coNTENTS . - , t.:: ,;. .. \. : " . ".t" ',' .~.~) , '. p,.: .\; .' . '."..;, . .. SHEET NO. DasCRIPTION I CCNER SHEET 2 GENERAL NOTES .3 (NERALL SITE PLAN 4 Sn-E PLAN 5 BOUNDARY & TOPOORAPHIC SURVEY 6-7 GEOMETRY PLAN 8 GRADING & DRAlNN;E PLAN 9 SEW~R & WATER PLAN 10 PAVING & DRAlN/lGE DET AILS /I SEWER & WATER DETAILS 12 UFT STATION 1.3 UFT STATION DETAILS '. r. '.~~' ,,~ _'i!~i COURTNEY SPRINGS APARTMENTS ~ ~.. 1'1' ~~'''- .' l- t '.< .j ;",t"',Jr'll'~~ , ~ = ~ J ~ ! ,. ! ~ VIsr MlUA ~ f.,;. ORNE e e ,. ~',' t 'It ; f, ~ ~. , . i~ SITE LOCATION , .., t~ .," 'r" . ~: i ' .' .: -" .~ ~ ~ .. ' .: .:~ .,., ~ , ........... ": MAlI.... . .....au.. .. ........IItAlo... ,: " ,'. ~2() SOUT~' M~IA AVENUE t OffL~. VL~'DA .3,3801 . ,- , 4O?....3...~'::zO . )l'A)( 407-849",8464, . , . ~ "~ {. '<0;':", ":'::~~~;J , ,..:;:.~:f~"~~ ~~ ~'. n, '...."':,~ , " -,' ~":" ;,' .': ,:,:.~ 4.. /".'" :....#',f.<lr.~~v.:".'.J, '. .'J:;~'. "':."'J'~';." ";';,. ",'. i\,-;l'.,~..~... 'i.~'i . .,..:., '" ,.\, ' , .; t"""~~~_ :tI , ",~'i""":"':"i! '(i ", "'~.' '.'olI(' ;.... \.:~;.'~'~,,:r. '~; '.iW......~.~ ~~ :i;:'<\', \::~:~:-" ( ...}" , .'i'" 10 :~~~ ',~, "1~.''J''}':;,i'~." .... ~r;v:~1~,'~.:.~{ .' .' ; ...,.,~~~p;),,,,,-I,:;: " ~:"~~.: ..~...;.. "'~ l " ':~t . ., , .~~~~ "'~:. : DATE: gpJ. .. :. .1US4 "fUl~ lBEe t2_', ::', ,,' '.. '^ -r ;'...'.}........: . .~rt . .~. -. ..'. -~~:' '. , f. ":, ,,;. , . . \ D. Nt wtIIr IIttJIIt ''''''''''' ..... ,.,..,... ~ /1111& tIftII lit ,.,..,.,,,... .,.,.,.,. fWlU/retl ,..,MItJIItn{J ". ..,.,. ..... ...... .".,..., willi .,_......,."., ~ 'nIIf",. tIIIfI .,..",OfIIIIOM fII/IfIIJIllJIrMI .. CIIy " WI",.,. Stlrl",../WIWItlIIC ,."",. ottd tJI.""."." to ,. ""0tWWI .. ".. MWA ~ K r,. F DJJr.1fotIdwtJr.. rlVlf'1t: ~ Stontkr_ ',.._dfIIetI JtItIJo1'y S!IIU to be uad ,....,,.,. ~ .."., tX,.. ore to ". C/L tI ". ''''''r IIItIIIIrJIe .. 1!.5. ",.,./...... ,..... wIM ...... If..... uttt1r ,....... MtIII ,.,. trtJIIYlc btItIrl,. <<NfJr..1Io -... IIII/IIIJ be IootIIWJ In _---.. ~ tII.. oM. r,. Ctt/Jt'IrOt:IrJ .,.... fW/III!IIIWIIIt ,.. lie ",."""."" " till,....,. ,."....,..""., tIItII "".""" ,."m. UIfIII". wort 11M ,.,., fIOt1IIJ/etI __ ". 0rtItW. Nt fII#IhIItIIJtI .....",.",..,.,.,,,., to ".,,. orlV/lllll tJMtIltItJA 4f. r,. COttItwIor .,.", ~ wIttt flit IflltllIotItI I'tI1tr/tJItoM In tie ,."". " .",.,,.,. In /JUIJItt: ,..,. _.. ". II"",. " ". .......A .-oItII ,.. will ".,.,.. ". COItIrtlt1lr " ""'Ity 'Of' ". tItIIIttI(Ie "ltclt .. 1"MIIt',.. ".".". " 1IttIIIr/tll.., f/tIf,II,.,... ... r,. CoM 'OfJNJI .,.", t".,. ".,~ .,...",.. ore tItI/J,.... ,.. P#M J UlMt" till "...,..,/eittIwvIII 'tJll/lttt/AnNlftI,. wtIIl,..,,,,..fIIttI In ".,.,.tII... ,fJt1II,. ~WIf1"t .I:l''''' .. ".. ,.,.." wllI__ ,. ". ,...,.,.."", " ". CtJnIr-. to' I,.,. ".".".,/ded.". 1f1IIII,. ,.. ... ,.,.,...., 1Jrl0f' to "ffIIfIIltwIfI1It1NtJIt " ,...-.",.. ... ~1tfI .-11Idton.1IO IIIIW/II tJI__ lit " ...".. to tIt/fIItHtt1tt' ~1tfI ..,.,.. will,. .1tIwfItI.r,. Codi'<<JIO I.,..".,."".'Of' IIItlIfIffIW", wt1fr ~.MtI -"" ~ tJllIda,. WfIIr In __ (I ~ to tId<</UtIIeIY ~ .. prior to ~ ,,.,, tIIe.-. 50. 1tIfiMrIton .. t:JIIwnM ~ ... ".,.. ore to be ~ .ttfJd with IItJIntI .,.. .. 3 ,.., __ MIl .11" WfIIr ,.,.,. with ". fA1lfJfJIJIIfon "., no MIll ",.,."., will be pI<<JIItI ... untIrtlrflln "".,. """..101. 51. Ef'OIII.. COtrIroI I. AlltJl/tWrflllll/JtJn to ."...WIM City " WI",.,. SprI,.. ~. " .,.,,~':"*- tllMlW/. woIvetI " ". CIty. ~ r,.~""~."",..,,.,.., ,.,.,.,..... tItJII/fJMd to tie tIP" pllo1IIJIe .""".,..... _,f/iI'tIf Ilr ". en, tI ",,,,.,. $prl,.. fIIWI ". t"1&~ tI r,.,.,.."",.. MOfIItJII" Uniform SNIntItInI. f.. DNI".. ~'M/l1ltJl1IIetttNttJj.,0f' ~_ tJnd ~ .J. r,. Cf/dr.", I1IrIII 0IIIJf'tII1tIIIe DlI wort wltNn ut6ll1tf1 f'OfI(/ rlgItwd-Wtly. WItIt CIty " ."""., Sprl",.. 4. " will be ". ,.,..1JI1111 " ". ConIrtlt1lor to tltJllU/re ". ,...." fIfIgIH)f-'llt/r FWtfIIK.J tlntI fJIYN/fIe for ". .". tIntI 0tJdtVII" /OotII ,,~"o ""'no tJtJMtrut:tl_ 5. r,. ConIr<<:lOr' .,.",. fNIh~ OtIIJIlfIW whM wtJI'tl,. ,... "... . wItdI.e to lie .,.,.,. whIIlW Mrr1wn .. plOM Of' "'g,WIIWI In ". fleltl. 6. r,,~""''',...,.,..,1JIe f" ItJOtItl", ont/ wrlfylll(J t,.".,DrNIIy. wrtItJIIIlyJ tIIl._,,. uti,,,,. prIor to ()f)Mftructlon. tIfrd f... ntJI1f1I", ". WIrlow utility tJtJIIIPIlfI/et to ... ". fltlC....-y .,......",. 'or tJIW reItJtJfJIl. temp(Jrory dllInJII/IOn tI ..we. or oItIrlflotMon " fldMty f'fI(JtII'dlllfJ <<lid IAI/Ity. rhe COtrITtItJIrr __,...,01. 0tJUII0n wIM ~ntI on untlef'tJtY,1ult fJllllty.whIIlW IJIDIn .. ".. plOM Of'."* Iootftd.AlI utll",.. wNo1t l/fIrf.,. with ". fJTfJfi'.d ctJftIIIrut!IIon .,." lie rfJNJOtIIeII tJr ". ~ fJIIllty ot/IIfPIII'IIN ond ". CanIr<<:tOf'MIIlII otWJr- with".", tIUrl", ~ ",./OM. ". dfJNIy or 11tOtIIJ...... tI ". Wll'1fJu6 uti"".. .,." be InddefQI to ". t:ontrfld tIItII 110 utr(l ~.. wll' be 0I1ONet1. 7. rle IoctIttoM " tIIl_-ntI ",II",... .,..", lI,.o/ntJ(Je ....... t/IIId ft1pO(JrlllJ/tC fetIIufW 6hI1wn M ". I/klM "". ,.." .".,..,,,., 'rom ,,. ,.., tlWIIltIt1Ie I"or""'" tlIWI ore prf1!1ltletl for ". ~ tI ". CtdrtldfJr. r,. E"""., ...... no fWIJ/IJMIlJI,1ty for ".,,. Ifttlt:lf:UrtlCy. SIr1uItJ o. dlMJr.-w;y .,. ~ "...... t/IIId tIdutII "eId otJItIJltIoM. wltclt would tlPIJI'WCIoIJIy tiffed ". fIJtfIDUIIon " "... pItJM. ". CrJdroctor will htIIt CtJMIructlM tIfrd tttJllfy ". EntIt,.. 1""".,tIIfIIy. Be Tie CanIr<<:tor .,." be IWIIJD;VItJIe fOf' ".,,. tilt 1MtJ<<Jtlon rltet'Io tIfWJ ..."... tIIItI 'or 6IfJ"/ntI fOf' MlId l".,.at.... 9. Wt1Ir 0tttI ......... arvloe.""" be ptYJ/IIldfJd by City " WI",.,. $pt'Int1& rhe wtIIW 1I1.".,11uIIon ~ 6htJwn Gn ".. 1J/(1M ."." be IMtOlIetl by ". C'orIrtItJIoI t/IIId .""" ood'Of'm wltlt". CIty'. ~d.. 10. AlIIII6Iut'1JetI ... Moll be ...ded ontI trru1tJhMI tM dlreded by 'he field ."",.,.. II. r,. COdrtldrJr .,." irct ~ r..... or dlWwl. dlMIrJJ ~ mt1Ie1101. #IIf'ut:IUf'e. or ptJI'1 tI 0 61Tut:1'ure wltCII I. ItJtJIIIed t/Ul6I. ". """ gr__ Of' .._Inti .-;nOM ..,.".". for tN. pro}et:t. ... wlere __ MOtIWIIlon or rfJllttNOl I. prtNltIet/ for In ". DtJdr<<:l. PI.... or --"0IIf,.... 12. All wort ontI 011,.,.,.,01. furnl.hMI .,.", be ,.fIINJIf1ItfIIJI,... In ~Of'mIty wltlt ". ",... grtIdM. fJf'tJdIntI ~ .... ...... dl""""'" ".,.,.,01 requlr.,..,... ond twtIntI ret/Ulr~. tIffIt ore "",. In'" t/ItIfIN'fId. ~ .. --"1ot1IIon& 13. ,.,."",.... .... t._. ,....,~......... ..' __"._. .....,.., tI .". CGfMIIfIt .... --.fIIftII ..~ ,titJIIIiIMII WIll,. IJI."". . ftI." r,. CtJn1rtldor ",." 'ur"'''''' erect. ri<,~oII""rIo4lte& word", .,.,... ..,,,,,,,.,,,,. f.. 1rI~ IW1U..-y to IJ/"tJIW". ,..,10 0IttI ". .....t. "'. 15. "re lJI'tfttJ11tJ1t 6l11li1 be pnwItIed Ilr ". City tI """.,. .",., ,,,. ".. ~ A_~.AlI "re ~. IMItJIItIIIfJtt .JatffOtllfOfW ",,, IJe .11 'fNItW tr ". WlftIfJr $prl",. UtIlity ~.'" ... .. QllIII.NIIt till utility ~ wItI'In ~ to JiM'."'i'" ModifIed ,.,.. ""1IIJIIt .o.n.tty ontI wltNn fIIIII( ",....to _. U. JJnw". ~,. ,..,. fJtJIJIIIVtJIWJ ,. ....... ".,.",. I1I'fJfI-nJIIetI to..... th11I ~. ~ ".. . pt'OfIf-rdllnl 0fItI t/IIIIIIIJIIdIo ....,.,. .,." be " " . fly 0 ,,.,.,,. "...",tSIJII. ~IIIJI"'" to ..."e thtII ". ""'ed ....... I. tIItII~ tIIItJ 011 ~I.. mtIIrl. hIM been IWIAW. He 111.."."... ."",.,. """"tJtJIIItJM A. ThI ~ .,."".". ". e"",,.,,, IH 1ttIur ___ ItIJIIfIoflloll ,."".,., ,.,. ". 'oIItJwIltfI tJtJMtI'ut:IItJ tIIfII ",..",.". tltJlMHM .. StIItIrtIt7 '.... "."". tIIfII r JI.",.,.",., .. Qn~ to EIl/_,. ..... 0. rlrWt IIIot;t ".".. ontI ".".tJI_ COnnet:tIOM d. Stor. ..,,.,.,,.,.ntI .. ,""" r. /fIIouN (1W"0I'0InrI SIetII CtlMJtJ ,. "otr.. '".lIoIn ,.,...... r.. .. "."., ,~ StIIttt1II", II. ,.,.. ~I.~ .. SOutrtII", rr.~ ~"be WIJItIJ'tIWI 10 1M CIty Enol"'" f,." ". INt...., ,,,.,,, ,. __ .. .." ,. 1_ CtJIIIPffIWJ I- MJJ/IIIIt /INJ4... J. """,fWIIl"..". t. "ffIIfII/~1on & r. Con1t'tItJIor .,." __ DAILY e M-aIIr tlrfIWI",. t/IIId "..... "." fWIIIly 00tJI/If-11/& c. PrIor to ".~.,., fII' 0IJIWIt1Jt:II0t ". CtWrot:lot' -.", ".... ontI .,.", ID "',CltyE"""" tl /lI'OJ- DfJMInIt1tI.. ~ (BtJr (JropN .., .,.", t j1'rw.lJtI1d MJhMIuIe CJn tl 1IttltIlIN)- btMI.. , 0. ~ '''''*'fI(1e .... IIhtIII /.we prlor ow,.,.,. lIIJIJI'OItII tIItt/ IIPII'.'''.'''' .,." be ,.." to llVUf'e proledlon tI ~ tItWI ./~ .. rlre COntrtllf/lOr .,." 0IJtJI'tII,.,. tlIIlJtItJIrfl"..,.t1IIoM with ". ,.,,_~ SdI6 E.9W' ....." relll 1tIport. 10 E"",.,. I1'ItIr to 1Je(J1nn1nt1 tlllfrt M till neAt_ " wtJI't,'.......fItIe prior 10 CUt'b. F. ,.,. E""".". ,... .' -... ". ,,.,, to '*lU/re ". CoM odOr to ~IW'. ,..,.., t/IIId/itf,.".. ,.. <<;fIoft "..~ to ...... "." ". "",..... ,.,. ... DOIWI,.utJIfItI In tllJtJlJTdtlnt>> with ". ,.". t/IIId ..",0fIIttM Q. r,. 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I '/ ,. . . ..........:A... ,,' ~I" , __--.:.- > :Jl~-;;'--- ,~.Y"""""'" .---., - ~------- - --- .~ 'Loo4"-" / - ( \ SPRINGS / , . . . .' I , , I I ( \ :0u~\1 NEY \ .' , , , \ I A 1\/ V\ KASH nl KARRY SHOPPING CENTER \ II / \ ~ / 1\ \ \ , \ \ \ , , \ .. c / .. ... --- .... A , .. ... ... ... ... " l ... ... / ~- .j ) .. ... , ... ... ... - -------, ... .. .. .. ... " " .... ' " '... ,THE NEARES'l. 100 YEAR FLOOD PLAIN (16.70 NOVO' AS , ... 7.0' WEST OF l~E SUBj[CT PROPERTY (PANEL. 0005C \ ... , .. , ...... , .. ~ L.-- .. .. ~ \ \ , \ \ J. '!' -,...... NPUTJFICA By 'EMA IS APPROX. ....., . ~~" ~,~. , I . , , , , . \ I , , . I I I ... '--------------- .. .. .. .... . I, '1., I'.' .. ....~f. '-1'\1'. ~:~1'>,',?; . ~j'~' i...f' ....:/,:.~;'< ". ' ,\,..., .~.,' ~'I"" .... ~ "l *;::;~, ' '" " ~~~~~~'.;r: ,. '.-.. '.' -. II. ~ '__ :'.' ~:-'f.:~';r~ . ......v'. . ~",:.. . ......... ,." ~~. ,,: l,<-_:~;~",';~:$ -- t .1 r~~(" . :::-....:..' . .', ~<';;;'.~.~J -..~,: '. tt, ", ' r.' 'w,'", ''',..,..",<,.',:,..tf:...~,. ""'., "' '~...-.' '. ,'. ,..~f:_. '. .", " " ,- , --, .,~~,<:.:"~:~ ..,..w,I, '., iter ,,;.,,::._tiai:~-..~;Wi ~. ." ".;M~.;h '~=. ...,0.'.,: , ."..." .... ~.~" ',ie'. .....< ".:t'l."'''~ tus~" ". , I ...~. 'I" ..' :"..,;;~ , ' .,_ :~",. .ro.',~ " ,,, ! ',,' ~ ", ':':1~ ... ,',,' "'" ....~:., \:~' , ..1-=r',)....jo~....,"..;J'.."..t,j~r fl.,:, tus2 ~c/.. .'...' " '.,;,, :r" ',' ~;<>...:":~ ..I)~ _ -'. ," :.1" ';.. ~ _l<~~<,.. ,~~:'.!.;~~!~}::;~_, ":\'. ..~:',.~~;i,..;~~ kM~_..' .....,. ,~it~ f'., ,r. '~:,~~~I,~:~: I~ >, .~.' ". I' '" , -- I, _,I , . .., BY DESCRIPTION DATE . . V 1'10 N . O[SCttPftOit ,.; \. DATE " 'WINTER. SPRINGS <. ' $\&I1T It. FLOftlDA .BOWY~::.,- "-.:'II GLETON Be ,ASSOCIATES, INCOJlPORATED .,... o.t(:., trl-J8r, 12.1..98 DE-:'- '''''''' BY BY .,n -, :'::: ~~ y .... .....0. AK ~A . '..T .......... · ........... . .....y... . ..........,.... $20 SOUTH MAGNO",'A AVENUE f ORLANDO. F'LORIOA 32801 407-&43:-.5120 . F' AX 407"849-8884 ... - Lt REVISED PER CITY (f IImR ~' ~ REVISED PER .CtTY (fJft4TER. SPRM;S OVERALL SITE PLAN TUSCAWILLA PUO COURTNEY SPRtNGS APARTMtNTS .. ...,., . .;' AS'" ..' !,;,!" "',' . ,. , h ,.' r., ,;,. . , rU'EC'i~- " " " ill' ~, : ;j ~ . ~, ; i . " ! jl '. ~ . 1',;- r )11fli... . I" , ' ;r ~ '~i f-- ~t~ "\ . I. ~i . l'. ~ r,. Ii ;1 .t..~... ..' ".'. '< 'L', -.. -.. -.. -. . -.. -. · -...-.. -.. -.. -.. -.. -.. -. · -.. -.. -. . - .. -.. -.. -.. -.. -.. -..... ..... - ....... -.. -.. --. ..-.... -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. - .. -.. -.. -.. -.. -.. - v---....-~ -.. -.. -.. --.. -.. -.. -. ..... -.. -.. -.. -.. - .. - .. -.. -.. -. . -.. -.. _ ~. ~ ~-*!'-. ~r " -----------------------------------------~--------------~-------------------~ --------------------~-------~-----------~~ ~ -~ -------~----------------~ ---------- I I I I I 1 I I 1 1 I I I I I I I I ~ I I I I : ~ ---:bsr--------b"EfB-- -- -1b8g----- ~... ______l_____________J_____________.~.-----.---.~~~. --------------------------------------- --------- ------ -------------------, . ----------------~-- t------------------.~ 675 676 677 678 679 680 68/: 682 683: 684 685 I _ - _ _ _ - _ - L - - - - - - - - - - - - - ..L - - - - - - - - - _ - _ - :.J - - - - - - - - - - - - - _L - - - - - _ _ _ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ _ _ _ . _ -'_ . _ _ _ ~ _ . _ _ _ _ _ _ L _ _ _ _ _ _ . _ _ _ _ _ _ ,_ _ _ . _ _ -: _ _ _ _ _ _ _ L _ _ _ _ _ _ _ _ _ _ . _ _ ~ _ _ - - - - - - - - - - - - - - - - - -. I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _1_ _ _ ___ _ _ _ __ _ __ _ _.....,,"-': 1 -----~-------------------------------------------------~---------------------J: c: ---------~ -., .......,. ,: . , 'I 't',} .. '~ -:.-~.~ ': ~ , ~ ~ .a.' . "'f \ ., :,'l :'~....~ '. ' .:J ,~ . -.....----- .'''' . .~ -------------------------- -----------------------------.-------------- ----------------------------------------------~ --------.------- -----------------------------------------------,------- -------.---~~~-~----'-_. ,... .-..-..-.. -.. -..-.. -.. -.. -.. -.. -.. -.. -.. -.. -.. - ..-..- '-"!'O~. I 1 I I , I . I .. -.. -.. -.. -.. -.. -.. -.. -.. -....... -.. -.. -...... -.. - .-. -'.,. - .'..... , I ..~. . I ----------------------------------~ , . I \ , ~ \ I I \ ~ , . I . . --------------------------------..------------ I I I . I . . f.d.o.+. r-ei-ent-ton pond (j) Q) n. " + \ \ I. ~ e .l(~? \ 00' '0 \ \ -~ " I A - . . I .. I . . I o u I. F r ~ If) J L I I'" ~~ " , - ~ [) I ... . . . . mo , n +. bId Q) n. " + I 10. ~ ~ ""- II) I ::: ::! > ~ :Q I:j ~ ~ ~ ~ ~ ~ ./ . . \ I '~.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -- .-..-.. -.. _.. _.. _ .._.. _.. _.. J ...... "'- ".... -- - - - - - ...... '-"" ~~ ~ r ~ L -. r- --C - ~ L_ -, _ -' ~. -. r · · " " , ~" ~ .1' "L. . ...... '\ ~ "~~ 'J j '\ \'~ " ~~ , ~:\ " ~\~~ '\ ~'~ \ \.... \ ~ \- \ \J \ - " " " .~ I . .. o u -- "") ---L 'r ' ;1V~ -- ( I ~- clubhouse ) .'eostnQ offtce ....... bldg.+ype 4 /<\ r TlI J 1111 JT \ ,~-....... - ------- -- - ~# J :;::: [ /~ ,,:~.;~';'. ( I~~/' ~' Ir' /,/,7 / p ",'j~e oq' '0' , l- I... D / / ..,; -- ~ - .... " \ " i , ., ament t-y or-eo - A'" ;::- ~ - _.'J:'~"'~. ~ '-'. .......-.. , ~~... '- " ,.~~ ~~ '" bJdg.t-ype 4 ...... ..... ~ ~ M -1 J L ..... ~. '" I . ---.I r I ~ r .. "- / , ... ." U'l'A'r I I , n ./ ^ ~ n ~ b. l b. - I t f't stat-ron /r-- s r + e .,.,;: --_._._-~-----~-~.~,~~._-----------_._._-----~ . . A... _ ........ 6/ 0'0 · 'f. J.-,.O ~ o P" f(1 :J ^- o ~q )(, . CFb ...... .() i- -llllllllr -: .tJ . _ ~ . I gor-a<J€ -- -- g<lr-o~ e 1 ~-----~-------------------------------------j "~ i QJ II '-'J_ l_n_ '- _U UJJ_nJ -' '-'_ ! -, , -, 1-' , -, i -, I -, ! =, l J _, ; ,-J (j - 0- lD ~ - ..,. s \ . I I I ~ / , I I I I I I , I , j " -.J.... , /.... - ~ ""- ~ ~ '0' - ~-- ~- ~ / ACOE wei-Iand SJRWMD SJRWMD / ACOE we+land ( --- - ,....., - ,j ~'Y. 1 J 'J ~ ~ ~ i ~ buffer- wa" J GENERAL NOTES PARKING OAT A , PMKI!IG REOUIREo, 80 ,.se{)R()OM UNIT'S )( 1.5 SPICES/IINIT . 132 2-BE()RO()Ii UNIT'S )( IU) S"N:ES/UNIT' . <<J 3-BEDROOM UNIT'S )( /U) SPICES/uNIT . TCff~ARKING REOUIRED . PM/(. I*ffCJlIDEOt Sf'AII SPICES (/O')(2f)'J. coiI,.i/CT S"K;ES (9')(20') 30>: PlttN.lDED . GMtNJE SPICES . ' HANDICAP SPJCES . Tar AL I'/lRKING PR(AlIOEO . I. NO PORTION OF THE SIT'E IS WIT'HIN THE FEAlA DESIGNATED KXJ YEAR FLOOD PRONE AREA (PANEL NO'S.12InCO/!5!5E & 121f'!COI65E EFFEC7"NE DATE 4-n-98). z. THE ON-SffE WATER SYSTEM WILL BE ONNED AND MA/fffA/NED BY THE CITY OF WlflTER SPRINGS. FLORIDA. 3. THE ON-SIT'E SANIT'AAY SEWER srSTEAI WILL BE (MNED AIiD MA/fffAlNED BY THE CITY OF WINTER SPRINGS. 4. BlJILDlNG WILL BE SPRINKLERED " MONIT'ORED. So ALL APARTMEN'f BUILDING ARE THlfEf STORIES. STORMWATER TREATMENT SYSTEMS 120 2H 80 462 257 154 11 80 13 504 HOWELL CREEK RESERVE .... ~ 1; 1; ~ ~ POUJ.JTION ABATEAlENT VOWME REOUIFtEo. AlULTI-F AMILY . BA IC.X (2.5/12). ToTA/,. TREATIIENT VOU/ttIE PfIfO/lOED . /.tIO 1tC.-FT. 1.93 1tC.-FT. AREA DATA LEGAL DESCRIPTtQN GROSS AREA . WETLANQS . NET DEV.ELDPNJLE ANA' 2"-09 N:. 9M IC. "'8 1tC. . SEE SKETCH OF DESCRIPTION. SHEET 5 OF 13. ~ ~ I ~ .~ .... .. . 1'10 N . DESeRlPl ...,....... · "-A.'..' . ...".".. . ....,......,AL S20 SOUTH MAGNOLIA' ~VENUE I ORLANDO. F'LORIOA 32801 407...843,..5120 . F' AX 407 -849-8884 OAfE WINTER SPRINGS FLORIDA DESCRIPTION ~ REVISED PER CITY (I'. WlfTtR SPRN;S QATt.. 12+98 BY DATE BY DESCRIPTION DATE BY GlEION INCORPORATED SITE PLAN TUSCAWILLA PUD . COURTNEY . SPRINGS APARTMe:N-t~ ,-*' ..... , " tDEC 2 \99& " ~ \ - \ . \ , \ ~ & ) ~ c .. -, -, -I -, -f -, ... .. .. - l ( " ~ ,0 ... '-! ~ Ie ,.. II ---:- . -I -I -t -t .' ;'., . . ~ :. j( .' ~.~ f. -, -, -, - _I -, _I -, -I II -~ -~ , N II f'l , LJ ~, "':ri .. . . ...- a: z " ,"'S,o g,t;, " ~..~ . Iii,. I, .,~ [f' , I!' ".' """", . ,.~; .. .' " DAft .... tMIalID ScII&.E ~CT MO. FU MMI[ , , . .,...,' ~" .aT ~ref' .' tui . '," " ,.....1*' " . . k*tetpA)8f i" ';.2,./" · , . ' . J' , '" ,..' '<, j' ,-II' III ,. : 1" . i' 1-, .u ~ ~'. 1: . ,\ :~ . , , , ~ ~ \ : i -t ,. III " , , (". " '.~ \~ ' ",( S tB'49'0f" E HJtJ' -.. -.. -.. -.. -.. -.. -.. -.. -........... -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. -....... -.. -.. -...... -.. -.. -.. -.. -.. -.. -.. -.. -.. -.. - ... -.. -.. -.. -.. -.. -.. -.. .. - - . \ - .. ..- ._a .-...... -.. -.. _.. _.. _.._ .._.. _.._.._a. _.._.._.. _. a_.. _. a_.. _.._ .._ .._ .._.. _ .._.. 66IJ I. au _ .L.- . ~5 -I. . tJ70 _I sre _ 1- _ 671 . ....J . _ _ tlf.3 ~ fiTl J -..-..-..-.. I~ BY ORDER S 8V4!I'or E ADDfTIONAL R/W _81!___ 692 8.J MH .. 1 _ _ . _ _ -L. _ _ _ _ _ .1 _ . _ _ --' _ _ _ ------------~--------------- OF' TAKING S 8V.war E ~. a_a ._.._.. _.. _.. _.._.._.. _.. _.. _.. _.. _.. _.._ .._.._.. _.. 1383.53' ..-..-.. ~~ ~ '" ~~ t ~ PIfOPOSED (F DDr.J RCrEIITItJII F'OItD !t " ~ au l-) ~ I~ :~ I. 15. Ie- · · 24" ..". {7. EXISTING LAl<E 20" . N (J(J'(}7" 2r E 7&48 ~ LESS OUT e3 (NOT INCLUDED) rifs-.:s . . ~.. -.. -.. - -.. -..-.. -.. -.. -..-.. -. .-..-.. -.. -. .-..-..-. ._..~I> /7. LE rrPINE !> Ie-MAPLE S 89'49'01" E IJOOtJIfI'PALM '20" PALM B I4"ItI"ol/l:' . 2.O"C.PALM IZ-P"NE . . I4"PINE 24"OM 0 ""1-1;;, '" . /7.0M I4"CPALAI 00 IS.AlAPLE 0 IS-ItIAPLE "'PINE . . I2'PINE I6"PHNE . o I9'ItIAPLE ".PlNE . . I4"PIN · IS"PINE LESS OUT eR (NCff INCLUDED) 14"PINE 13.PINf . .. I2"PINE IO"I/APLE · IS-PINE _ 12'PIN l2"fPINE N OO'Ul'N E IOODO' 17"PINE I9rPINE 2.rreJJiE..~ . · I2'PINE DaODU IZ-PINE. . . 12'PI ./ I~ / O~ I' \1 N 89'52'39' W 2250DO' 6' wood 'eno. rifs..., S' wood fence cor. I.,,"' south .:lL.-- CQmmence o~ ~he Nor~heo.~ corner 01 Sec~lon a. TownShip 21 SOU~h, Range 31 [o.~, Seminole Coun~y, Florida. ~henoe run SOO.2~'SS- E along ~he East line ~ the Northeo.~ 1/~ of .ald Section 8 for a d I stance of 205.56 feet ~o ~he Norther t y r I gt't4'-Of-woy I I M of the Loke Charm Bronch of the Seaboard Coa.t LIM RoI . road (100' right-of-way), thence run N S~.3~'51- W Olono sold Northerly right-of way line for 0 dl.tonce Of 293.1~ f..t to 0 point on 0 curve concave Sou~hwes~erly having 0 rodlus of 1959.19 f..~ and 0 ohord beorlng of N 66 056'09-. WI theno. run Northwe.~erly along the ore Of said curve and soid Northerly right-of-way Iln. HOWELL CREEK RESERVE PHASE ONE ,~' :.~,J,~~ . t';"ii..} ,,' ,~ ~ ..... ., :::: :) :> ~ ~ ~ (!) ~ I /' to the poln~ of tangenoYI thenoe run N19 .,a'1~. W along sold Nor~herly right-Of-way line for a distonce of 691.26 f.et to the point of curvatur. Of 0 curve concave SOUthwest.....y havlno 0 rod I ua of 261 2.09 f.et, thence run North...t.... I y 0 I ono the orc oof aald curv. ond .ald Northerly riGht-of-way Itne through 0 central angle Of 11.~6']8- for 0 dlatance ~ 536.'~ fe.t to the point of tanoency, thence run S88" 55'08. W alOl'lQ eald Northerly rlgtl't-Of- way line for 0 distance Of 118.11 fe.t to the W.st....,y rlgh~-Of- way Iln. of VI.tawl I 10 Driv.1 tn.nc. run N10.23' 19" E along .ald w..terly right-of-way line for a dlatonce of 16.23 feet to the poInt of curvature of 0 curv. concave South.a.terly having 0 radIus of 5"0.00 f..t, thence rui1 olano the ore of aold curve and sold We.t.rly right-of-way IIne,thrOUgh 0 c.ntral angl. of ~g. 00'18. for 0 dIstance of 650.36 f..t to the pOint of r.vers. curvatur. of 0 curve conoov. Northw..terly having a radlu. o~ 110.00 f..t and 0 chOrd bearing of N71 .5~'55. E, thenC. run Northea.t.rly olano the ore of aald curve ond .ald W..t....l)' right-Of-way lIne through 0 centro I onO'. of 1~.57'22- for 0 dlatanc. of 185.33 fe.t to the ~OlNT OF BEGINNING, thence leovlno sold W.sterly right-Of-way I In. N 30.22'3'- W along 0 non-radlal lIne for 0 dlstona. of 356.0~ f..t, theno. run N89.52'". . ~or 0 distance of 2250.00 fe.tl th.nce run NOo-07'21. E foro dls~onc. of 100.00 f.et, thence run N~'"03-59. E for 0 dlatance of "2.'5 f..t, th.no. run NOO.01'21. E for 0 dl.tanc. of ~OO.OO ~..t .0 the South rIght-of-way IIn. Of S~a~. ftood' lrfQ. 3~3 CIO' r'ght-of-. waY)1 ~"'nc. run 58g.52'39" E olonO sold .outh rl;ht~-wa)' line for 0 dl.tonce of 1580.00 f..t, th.noe ~ SI..32'22.1 along eo I d aouth rIght-of-way I I n. for 0 d I stone. of 61 1 . oa feet, thence leavIng .old SOU~h rIght-of-way I I,. run SOO."'3"- ....... o dlatonee of 25..00 "..t, th.nce run S .'.'2'nE alono 0 tine M.OO feet South of and porall.I with aald South "Ight~-woy I 'ne for a d I .tonee of 395.00 f..t to thll po I nt Of CU"vo'tUl"'e Of G curv. concav. Southweat by hOvlnQ 0 radlua of 25.00 fNt, ~heMe run Sou~hea.t""Iy along the orc of aald curye thrOUgh 0 aentra' ongle of 90.00' DO" for 0 dlstanc. Of 2' 27 f..t to the :polnt Of tonoency, th.nce run SOO.27'38" W olong the We.t.rly rIght-of-way Iln. of VI.towl 110 DrIve for 0 dlston. o.JPf 214.99 f..t'thenc... run 505.1S'OO" E o~ong sold We.t""Iy rIQht.bf-way lln. for 0 dlatance of 100.50 f..t to 0 poInt on 0 curv. concav. -Northwe.terly hICIvlno o rOCflu. Of 710.00 f.et ancI 0 Chord beorlftO of 532.26'5'- W, thence run Southwe........ I y a I ong ...tl. oro of .0 I d cur". and .0' d ,. right-of-way I lne ~."..ough a centro I anol. of 63.58' 36" ~ a dlatana. of 792.79 feet to the POINT ~ tEOINNING. C...~_ at the Nor'~t oorner of IIeotlon '. T-.hlp 21 Sou~". Range '1 eoat. 5eIIIlnol. County. FlarrlGO. thanoa run S00-2,,'5S-[, o'ono the Eoet III'1e of tlW IIOrt'*MIt t/.. of Mid Section " 0 ~IS.anoe Of 205.11 f..t 'to the Nor,,*,"ly rl.".-of_y .Ine Of the '-C1k8 Cher'M Branot\ of tIW Seaboor'd CCoas't llne Railroad C$.C.L.. C 100' 0.., thenCe run NlS".J"'I'.., .'GnCt M'. Nar',tlW',~ rlGM-Of- WIG)' cIne. 0 dl..ance of ,.3. U f.. to. poInt on a ourve, conoav. SoutmlIee'''I~, hOwlno . centr..l eno'. Of '''.4''''0'' anct 0 roe"ua of tIS'. tl ...., tr.nce ,..., ............y al0n0 the ero of ..ICI ClUr've and aold .....t...ly rlGllt~-Of~ .Ine, 0 dlatance f1f .....n .,..t to the poln. Of .GnQlMCy, tftanae,..., N''''''14-., 010n0 MId Mor'therl~ rltftt-Of-.- liMe. . cn.tanoe of &11." fMt '9 ",. poInt of e&rvot&r. of 0 OUI've. aonoove SO&.rthwea'...~,. ~Ino 0 oantrol anol. of '1....."...,. 0 r~lua of 2&12.01 f"'1 thenoe run Ncrthweat..ly. Olano t". '.0 Of "Id our". and aald Ncr....l~ rltM-Of-.- line. 0 cll.~ of 536.12 .... to the poln' of ,.,...lOy,...... """ """S'OI-., Olone..'CI Ncrtnerly rlO"t-of-woy line. 0 dIe"" of 1"'.11 fee. '0 the ..at",y rlQr\t-Of__~ Ifne of "Ieto.lllo Drlw., 't'*-8 ,..., ..10""'tl.[. Olone Hlet ".'''''7 ,.lt1M....~ lime. 0 cn."anoe or "." f..t to .... point' .. ourvot&r. of .....,.., __.. Souttleaat.,.ly. heWl,.. ~. eno'. of .'.00' ,..,.... 0 r...... of 140.00 f..t, trwr'Ice run....n.>L.'..,)' 01-. fllt lero of "I..".ve ... .01Cl ...t"'l~ rltll't-Of-wG)' I I.... . CI......... of MO.K .... to ~he poInt of ........ ..."...... of 0....,.. 0CW'I0eV. .......,...t..l~. hDvl"'90 oemrol enO'. ~ 14.'7','..... . ""'US of '110.00 f..', .~ "'" "or....'...I~ alone "" 4..0 of SOlel..-va and aolCl .....,.ly "''''fAof WO)I line. .',dla'", of 'H.S3 f...., thence '"".1", .01. .......~ ,.Itht....__y 11/... NSO-U.H.... Olone 0 non- ,.octlal II.. fir 0 cU.t.... of SM.ot 'feet, ttwnoe run .....S2' ".. fr:r a ........ of 1110.010 ...... ...... ....01."... . eIlatane. of 100.00 .' fOf' .....INT OF .'1..... ,.tt** rvt 1M'.01'51"1:. a dla.....O' t40.M .,.., t...... toO-OWlt"', . ........ of M.n t . ,.... feet, ...... ""~"'H... O'.~.1'crpl:'" 101.10 fMf '0 ... 'Oll'fl fI1 MOINN1.. AND Al.Sa LESSI c., I AND ALSO LUS' CIf2. COlIIMnCe ot ,he Nct"Moat cor~ of Section I. '_hIp ,t S~, "<<9 3t e..~. Sem1nol. County, Florloa, tr.nc. run S00-2..,SS-[. alono 'he ~oe, lIne of tlW .....theoat t/.. of aold SMtlen " a Gletance of 205.56 fMt to 'he NW'tharl)' rl"""-of-WIG)' I lne of the I... CMrlll Bronctl of the 5ealMMrd Cea.t '-,". ItollrOOd IS.C.L.. ctOO' r/w'l thence ryn N5...3..',,'., otone aold Northerly rl9ht-Of- WIG)' lIne, 0 dl.tane. of ItS.14 feet to 0 point on 0 -v., ooncove Southwea'", I)'. , hOw I "'9 . een+rcil 8I'IOIe of '4" 44' '0" and 0 ,.adlua Of "SI.t' feet, 1',*- run "'1'"...,...ly al0n0 the ..c of .old _v. and aold Ncf''''''''Iy rIQrlt-Of-lIIOY lIne. 0 dl.tance of '4!J.'~ f..t to the polM of .......-.en thCInOe run NT"U'14... alono ..'41 HerttlW'ly ,.lgI'lt-Of-woy ",... .. distance of 111.2& f... '0 the poInt of 8lI'YOture of .. cl.rve. ooncov. Sout....'.,..)'. newl", . oentrol anol. 6f 11.~I'3I. CINI 0 t"CIlt.ue of 11.",01 feet. 'thanoe """ NW'thwNtr,fy. .'.no the oro of _Id _v. and aald Non,.,.I, rl.,.-Of-~ ",... a ..I..... of _n.n feet '0 the pOint .fIII tano-noyl...... """ .......OI..~ al0n0 ..Id Hct'ther11 ,.19I\'t-of.....y .Ine. . elI.~ of "'..11..... to the ...t.,.ly ,.I....-ot__y lIne Of Yle-tOW"lo Drl"., ~ run N10023' ".l, olOfll8 MleI .....,.1, r:I",t of~~ II.... 0 .latQnM of 16.23 fMt te, the pOInt of ...vcttur. of a ...... OOnoove SoutlWo.'''I~. ~Ino 0 eentr'Q1 one'. of "'00' t.. onCI 0 radlua of 540.00 f..t, 't'*-8 run 1Iar..,..t".11 O'ano ",. ere of eald ourv. anG aald tfea'tV')' rIGM-Of-_y line. 0 ell.'ane. of &S0.3$ fMt to the ~I nt of revw.. our~&r. Of 0 _ve, oonoav. Nor~"I~. rwwa"l 0 control onel. of ,..".,'21-' onct 0 roc"ua of ltO.OO f..., ft'Wnoe ,.... Nor'''-Oat.,.ly O'ClnO the ero of Mid ourv. and M.d ...t.,.11 rIGM-Of-wo~ Itne. 0 d'.t~.. 111.33 fMt, .".,.. '''''Ino Mid __ter-.y r'Qrl'-of~ line. ~a2'St-.. Olone 0 ".,... roctlo' 'IN fr:r 0 dlatonoe of 'H.04 1M', tnence ,..., .....,,' st-, .or . dl.t..,. Of ZtOO.oo ..., 40r .'Pol.n OF 'lIl""NO, .'theinoe oaIltln."e ....n's'.... 0 etl.tonHOftIO.OOf"'1 n.noe ,.un NOO-Ol'lt"l fer .. dletonce of tOG.OO feet': tNnoe sal.." 3."1. a eI..+a'lOe of 150~00 f"" ~ $00-01"1.... a "'.'onoe of 100.00 f..t to tM ftOlNT OF ~IIEOIJ"ING. a II) ~ Q. i ~ ~ i ~ ~ 5 ~ LESS t THE RIOMl OF WAY Of S.". "3~ AS DEFINtO IN THE OROER OF TAKING DATED MARCH 2". 199~. IN OHJCUl. RECORDS BOOK 2747. PAGE ~97. PUeLIC ~COROS OF SEMINOl.E COUNTY, FLORIDA. ,.. " DATE ~ ! ..VIIIOIf. "llON \ OfS ION IOOEO LESS 'I M() LESS .2 , REVISE LESS OUT '1 Rf) t2 COPED FROU tvs2\tus2skt.00t. EOITED ~ REVJSEO PER CITY (J lIfTER SPRI.CS IY SV8 JM OlS .~. ~T1AL CItY GIlt CCUITY WU. I'M ~A ..T DATE DATE DE SCRIPTION BY BY DATE' .. 04-8-97 0.-24-97 06-09-98 12..1-98 m ~ ~ ... ..... T S tB49'or E 22' . 24" 19' 4t/9' .22' 24" . 23. .. Ie- IS. . IS" 2(7 ... 22' 18" 24" . ro-. 25. · 24" . 14" .. 2f .... IS" 19' .2(7 PARCEL "/e" TREE LEGEND o GROSS ARE A LESS "13"1 R/W LESS AREA ., LESS AREA -2 TAKING . 0$ IndIcated G)-maple N)JUSTEO GROSS AREA tJ€ -ptl/m Al.SO L[$SI C., I C"'IiI>o~ at the .....tMclat ocrner of SectIon '. TGWnanlp 2t SOUtt'l, ~ 31 aoat. S....lnol. county, F Ict'ldO, thence run loo-2"'5S.[. along 'he [oet lIne Of the Nor,,,..t t/4 of .old Section " 0 dl.tonco of 205.56 f..t to the Ncrtherl~ rlQr\t-04.....y . I". of the L.. Charlll Ironor. of the 5eot>ocrd COGat LIne R011road CS.C.L.. 000' r"wl, 'ttlenCle ,..., ......J~'51... Olono aald Nort...ly rlQf\'-of- way lIne. a clI.tonoe of ,.,.,.. i'Mt to 0 poInt on a ourve, oonc_e Sou1'tNea...ly. "."lng a centrol onel. of '.......',0. and 0 radfua Of 1....1. f..., ~ r..., Nor""...t..ly alono ~he ero of aold O\rve and MId Ncrt"'l)' rlQf\t-of-WCI~ line, a ellatonoe of ...5..3 feet to ~he pol~ of tangencYI thence run N19.'."..... along aolC1 .....~Ilr rl.....-of-WIG)' tIne. 0 dl.tane. of '91.2' i'eet to 'he poInt of Cl&rvcrh.r. of 0 C\l'v., eonoov. ~...t"l Y. hOw1no 0 con'trol anol. of t1...6',.- and 0 rcMlu. of 2612.01 f..tl t,..,.. run Nor."....trly, alono 'he arc of .alel O\rV. and .Old __therl1 rlO"t-of-WIG)' II.... 0 dl..onee of "'.11 f.... '0 'he pOln. Of~IO~' tlWnoe run $I..'S'OI.... 010ne eold Ncrtt'lerllr ,.I.".....-~ line. 0 dl.tance of n.. tt f..t to the ...t"l~ rlGh1'-ot-..r II... of Vl.~owlllo Drlv., th8nCe run NtO-2"'9.E, olaf'lO aolca ...trly rlClht-of~ lIne, 0 dl.tanH' of 1I.n f..t '0 '... ~Int of ourvature of 0 _v.. conoov. Sout"eoat.,.ly. having ell oentrc:rl onol. of ""00',.- and 0 roc"ua Of 140.00 f".1 ...... r-un Nclrt~t""1 Olano tlW ero of acId aurv. and Mid ...,...ly rlGf'tt-of-woy lIne, 0 01.tance Of &50.,. 'feet .0 ..,. poln" of revr.. ~vot-.-. of a CIUr".ve. aonoov. Ncr"""''''I~. hOwlno 0 oentral anol. of '...51',Z- and 0 ,.octlua of ltO.OO f..t, ...... run NortheaClt..ly alartt1 ,.. "0 of .old _ve ... .old .....,.ly. r-Ith+-of-wo~ lIne. c:r dla"enoe Of "'.33 f..t. thence lecwl"l _.141 "'."1)' rlGf'tt-of-1IG)' f I,.. 'IIIJO"2f'''-.. Olong c:r non- "ocnal "... fer .. d1atonotl of 3S..0.. feet, .'*'Oe r"" HI.."'H4o., 0 dle'tClnCe of 2150.00 feet, .r.noa cMpor'lno aold Soutn fI".. "un NOO-O"11~. alant ..Id .... lIne. a elf.tono. of 100.00 ...., thenc. N"'.03'$I.I. "dl.tance of ItZ." 'f..tl tnenoe HOO"Ol'11 "I, 0 Gletanoe of 11,20 f... for 0 flalHT ,. MO.NNING, ..,.,..,. oCntlnue ..00-0""-1. a 41.+0n0e of nO.9& ...., '....... S".05'''-E, a cnMonoa of ".41 f..t, thenCe ..,.51.31.... 0 Cfle.ono. of 1'.17 f"', 'tflonoe $11"41'10"1, 0 ellatonoe at ".'S fee.1 thanoe S"."'tO..,. 0 GI.tonoa Of ,..., fM:t to .he ftOlNT OF KOINNING. . 22' Ie- - 22" . I~ . S OUUJrW 251JO' S 1B3Z~ E 395DO' 19' . 6e 9(10(10(1'. "'25JXJ' L-29ZT' PARCEL "/C" 24" . 2.0' . If o ) '^ B~ ~~ ." POC 23. . 19' 19' · 14" IS- '~.Is- .. 1sW' . 22' 2f . . I~ 24" . 24" . .18' . 22' 22" 1fl 24" . Ie- FOUR /2"C o 19' F 19' 2f#. 24" "19' 19'..- i6 22' .20' . 24" 12' OAf( o . 20' IS- "'20" 2f . IS" . - 2U .20" .20" 2(7 . 20" .22' 18" Ie- . .,8" 2(Y . ,24" . IS- 24" 23. - 14" 8'4i6. 12'. Ie-.. le- IS" -. 16. 16" · "14.38 ~. 8.85 ~. OJI N:. 01)7 N: J5.35 ~. GLEION INCORPORATED ...,....... . "'All...... ".VI..... . ...'.....II'AL 520 SOUTH MAONOL.'A AVENUE . ORLANDO. FLOR'DA 32801 407-843-5120 . FAX 407-849-8664 19' - . 24" 20'. Ie- ~ t I~ 17" 22" 6- ~36' '- R-,IOIJO' --- L-7927W IS- . . 2S" . 22" 24" 10' .. 20' ",20" 2fj- 0-'1 IS' . /!I' . . Ie-- · 2f o TWINI2' .20" 20" t 24" 22'SWEETG " >>22'39'W 3!5&IW 2 IE?- o 25. .. 2a" . 22" i~. ~ ~. ...;;t~ill 1fe 7/01XJ' 60H'57'22 L'I8SJJ' LPO'NT OF BEGINNING POINT OF (COMMENCE ME",. NORrHEASr CORIIEIt OF SECTION B-2I-~ ~ PRe / I I If- 5'IO/X1 -; 6of8'rX1/tr , L -650.J6' 1 , , PC~ NK12J',,!"E ' /t.,fJ'1:- 16.23 - , 'T ( L-5J6.!Jt ~- - - - - - - -0- - - . _ PC "BJr ""0_ - _ _ S8B'S5'O!N' N7g0/8"~ - 69t.,as. EAGLES ONE i ~ ; t ~, ~ ! ~I! " WATCH PHASE -ofT ... ... ... / , , " " , Pol,., O'l ea.n. Q. , '~~ " , I I I I I I I I I I '~ It-I959H 6-H-wD L~ CHOItD BEJItINSa 1I6G56'Oft ~'I...., ',,<ot,.;..: .: '::;.~.'. F:::J , , ''11~ f , ~'~, ',,", ., .l ~," . ~ .,". " .. , IIORTHEftO' fffGHT-oFoI/IJI' UNE OF THE UlfE CHMfM BRANCH OF T~ SEM!/IONtD COAST UNE RAIUftMD .< f UGE/lD ....';.,. ~ . ICRe5 f1'OB - POINT OF .GINNINS /ttc . POI"" OF CUIfVArV~< < ",. - POINT OF T ANfI6'W:r. . . , Ie fi'OC - POINT ON A CUN~, R/W' FllGH'Fo()1';.wAY WINTER SPRINGS F4MIDA BOUNDARY & TOPOGRAPHIC.: SURVEY TUSC/llllILLA PUD COURTNEY SPRINGS APARTMENT'S OAT( ...-r> 0fI0CID SCM.f ~CT NO. 'U ... StUl ~-l:' . "A': Jf COte 2 -\f)&' ~;t! I,: '. '.:'. 1''1l Jl ~ ~ . " i: '~ r ~r ; '~; , ~ ~ -- ~' \ , ..... , ............ , , "" ~~\, , '" ~~" \. "\ \,'~ cq \ ~~~ \ ~~ ", ~~ '\ \ ~~ \ ~"- \ ~~ \ - \ \......I \ --- " ....... ....... ~ 1\4 ... \I) I ::::: ~ > ~ ~ ~ ::t: E ~ ~ " ~ ~ II i ~ I ~ ~ ..:; ~ ~ m ~ ~ DATE BY DESCRfPTION dJF I L '- Jt '7'1 A~~r -, T r -II · \ /,/ i- "::-- / -: .-. ~'_ . - - - - - -",. ..,- -' ~ .. ~,' c ~,'~'~,~.o ,,/" ~= , .. ~\~,,;.~~~' ( e A- I I, r \;<1; " ", )(..... , - .'" I / ~ 1...../ l/,/' ~- / " , 0 --------------------------_._---------------~ ~ ! ~ i ~ t I I -' " I I L" A. i ~~ fr. ~ ,"": l ~~ g bro'be JTrfT 1111, t. g,~rb(~e :.0' i == ~~--._.~._._._._._._._._._._._._._._._._._._.~ ~ ) i (""'\'.I.lolololololol.;~olcl.I.lolclclcl+(~ II J Il- l"' - i \ ! 1 , 1 , 1 I 1 ~ - I ""I 1" .... -.. f.d.o.+. .J .... L , r bldg.+ype 4 ... r ~ ~,"/r cJ .- (). \0 -k t.L -0 ~ U' UNIT BLDG. . PYPE 4 5 6 7 TOTALS DATE BY . L ... n _ f, ~ u u MIX NO. BLDGS. 4 3 3 / /I r-e+en+lon pond .J ..... L ....- -- ~ - , - r bldg.+ype 4 J\ . L - r r ..... , r TI 'ft o.~, 0. c ceo c I c: coo l cU~ , l. ''1 n I..... n-I 0-1 -I -!... ~I ~I ~t n 1 - ~I ~tt ... r- ---..... --- -... --' .... ........- - ...... ( D'ATA / BR /6 /2 48 4 80 2 BR 48 60 24 o /32 TOTAL UNITS 96 72 72 12 252 3 BR 32 o o 8 40 ..VI"O"I DESCRIPTION . DATE f2~1-98 . DESCRPTION ~ REVISED PER CtTY (J .TER SPRN;S BY ...J ... -t:J?e cQ. '0' o - -~ -"\...,. --"'IlIA.. clubhouse leosJnQ offlce -" " ~ amen' +y ar-ea "" A.. _ ~ I T f+ " s+o-tTon /\. sl-te A.. o ~q )(. . {)Q , .() 4~ I I I ,1/ ....~ 1 I I I t , t t I I Jf ~.. , / ACOE we+ I and ... .-. ... SJRWMD j , - I ,.,.,.. 1r1llr COUJfIII "\ - --- --- I w/6..oIWt WIffE MESH , ~ . I St.f)IeE . .--' ~--- -....- ---_...! r~- --~-- -4 +-.. '" - , I I I I f/'D'I' _ I T .. ~ll:' l I 1 1---- 1_ l-oI r~ ,.. .. T _- rl'VUT _.,.... __ _ _ '-ElF" r~ rr ~ DnML , } .seBITT AL DATE Bo. P-::.~SINQLETON 'Be ~SSOCIATBS,INCO'RPORATED "t, 0fY OR. CClIMy, . .liI.D. '..' , ~ f'iuI. , , .....'" ' .:~, .sn ........... · PI.All.... . ........ . ...........Ta.. 520 SOUTH MAGNOLIA 'AvtNUE I ORl.ANDO, FLORIDA 32801 407-843-5'20 . F' Ax 407..449-8&84 , ;'" ..... T 6/ 00 · "1- J...,e ~ /~ ~~ 'Y ." COIICRET~ $IOEWNA k!_ IV_ " ,.' :. 1.. .. " t -, '\ , '\ , '\ I I , t I 1 , 1 , ~I , I ~ ;M , ~ I , ~ ~ '" i I .c 1 , 1 , 1 La I , .6..1i. 1 I I , ". ., r ' !,~ ""ff ""',-,-_. -'II (~J,f,.;:-;v~.../ > ................. ........ - ~ - . I 0 - - - - - - - - - . -;- ',..,...,~, , ". r.. ~ ~ J -I. ~ I -0 " P .o....Z....;, '-....... -~'f fj,O/o 0 olo ~! n-I - ....... ,..... --- ... - S - 0 :..., ~I ....... -~ 0 '7 - - · 000 '01 _ .......-__ Ol~......~" -;- , -_ ___ I > Lh-:------ t.....!-f - " - - -4l0 I 7~1 I / I :-o.~ ~J L:..LJ l J r/ ~_-:u- , 9.""YPe <4 - - i. , ~. ~.' I >~ '" ~,,:( ~.~ ~~~ J , :.,. " III '" '. lJ) . .. " ... Q) Q. >. + .. "! V' o L ... V' () .. . (Jl U IL .0 ~,., ~ .. , " l' " ~ " ~"' I. " ,.,.... , . "...... s 7 "" ---- ~ ~ -.... ..~ <, - ;;.~ ~ 1:'4 . r.,\ ..., ~.: ""l: '~ :i. ~., ~.~ ''"' ". ~' ;:. .~ ~i ~"; ',', '1:: !,'?j t; (r:;; .. E ..~'\.. a~:.... ...... ~ ., ~' FLORIOA !,~!;.~.~,' '....' I' . ,:;~r '...rf'ru' .~ ..' ,.. ~.:,:'." ~'-:"'.,.~'~, .-A. *AT .,~,~ ~" . PIS ..j~ ~ rtYEHICU ~ItHNIfJ MUST IJE ICE", CLEM. .-- I CM1' MMSoMULDURAlEL.IN TH6 , it jj-=~$ 4' 4' A BLtJE j 4'WHfT~ . 4'oc. ---:::: - _. " ~ ~~ ~, C "l~i:~t--.. . ~- ~ 1 ) "CQWtACT~ L'-..Llt_15.J.- ~ ". TYPICAl, PARKIN(} LAYOt./T . - WINTER $PRINGS GEOMETRY' PLAN ;-, "f'; _l"-', TUSCAWILLA PUD COURTNEY ,sPrtlNCS APARTMENTS,' ...... ~ '"~ . " I,',' " k', \'" , j',"' ) ...~,. :.', \..,,~':'~:"r_.'" , . '.' I, . '.' ~.... . .,,~ _ 'Ii ..:,.;. =.'~.'er ".,' ..' ....001..' " lmk1etp;oo,. . . t~2..', ; . '_:'"f') ,,;'?~~ . .{i~~ ~~ >. .~ -~;~..,~~~ .., ':.,~. rOEe t2 \99& . . ',lll. r , I I ...; ~ . I ~ II i ~ .~ t r. t', ~. I f~ I II) It' ~ .' ~ ;I- ..:; H ~ . . I' II {t '~ ~ , ft ~ ;. ~it '-,., -r ,. ~ ~ , ::: ~ > j (!) ~ ~ ~ ~ ,/ ~ ~ ! DATE ~ ~ ~ lII..' "" ~ qO. <~ !. ~'I.- "" I_~ c:5 ~\J O' ~ '3 "\ 00 "x.. x..~. O~ .$;-<::-. ~~ '5c}, (' I ~ J.;.. /' r Romp And Sidewalk Curb 2' Landing - Ramp Width (3' Min.) .~ PUBUC SIDEWALK CURB RAMP 2JY R or os staNn on plOfII f' [xp.Jolrt ~ Volley Guffer Curb And Gutter 'f!" PLAN t - j ~~ J' - 0" ~ r'~J '-10" r ~1~'." .. . .... ~ "'" ~::. 2'R 5'. (1 SECTION BB f-Ia ,-f!" ~ J' - 6" SECTION CC V N..LEY GlffT ER GENERAL NOTES I. Public sidewalk curb romps shdll be constructed In the public right of way at location. that wlll provide oontlnuous unobstructed pedestrlon circulatIon paths to pedestrian areas. elements and facllltles In the public right of way and to accessible pedestrian routes on adjacent sites. Curbed focll1tle8 with sidewalks and those without .Idewalks or. to hove curb romps constructed at all str-eet Intersections and ot turnouts thot hov. curbed returns. Par-tlat curb returns sholl extend to the limit prescrfbed by Index No. 515 to accommodate curb romps. Ramps constructed ot locations without sidewalks sholl hove 0 IGndlng constructed at the top of each r-amp. see Sheet 5 of 5. 2. The location and orientation of curb r4Jf1\ps sholl be as shown In the plans. 3. Curb romp runnlno slopes 01' \MYestralned sites shall not be steeper than 12.1 and crOS6 slope sholl be 0.02 or flatter. When alterlnt;! exlstlno pedestrian facilities where existing site development precludes the accommodation of a romp Slope of t2:I. 0 running slope between 1211 and 10.1 Is permitted for 0 rise of 6' maximum and a running slope of between 10.t and 8.1 Is permitted for 0 r-lse of 3' maxImum. Where compliance wIth the requirements for crOls slope cannot be fully met. the mInimum feasible cross slope sholl be provIded. Romp runnIng slope Is not reQuired to exceed 8' In length, except of sites where the pions specify a oreater length. 4. If 0 curb ramp Is Iocoted where pedestrians must WOIk oeross the ~amp. then the walk sholl hove transitIon slopes to the rom()l the moxlmum slope of the transitions shaM be t2:1. Ramps wIth curb r.turns mo)' be used at tocotlons where other Improvements provide guidance away from thot portion of curb perpendlcu!cr to the sidewalk. Improvements for gukk:ln~ ore not reQuIred at curb romps for nnear pedestrian tra1flc. 5. When perpendicular curb ramp. abut the back of curb 0 tact"e .UI"'foce sholl be <JI)C)fIed to the fuN width and length of the romp. When londfngs of parallel curb rOllP8 abut the bock of curb the tactlle surface shoff extend full wIdth and 3' bock of the curb. The tactile surfoees on curb romps for linear pedestrIan traffic and for diagonal ramps ore to conform with the details In this Index for those specIfic romp types. TactIle surfoees shoff be conltnJcted by texturlnQ to a depth oot excf'dlnQ by use of 0 tamp or roler fabrIcated with an Imprlntlnfjl surface of either t' mfSh wIre cloth (plotn weove. conventional crllllPI .6 expanded metal (stondard) or 3 Ibs. expended metal Qraflno. Transition slopes <are not to hove tact". surface.. Detectable SU"faoe requirement. hove been suapen~dt If reinstated the detectable ~foce reQUirements wllt reploce the tactile surface requirements and notice wll be by SQeclal provIsIon. 6. Where 0 curb ramp fa constructed within exIsting curb. curb and filUtter and/or sklewalk. the exrltlng curb or curb and outter shoff be removed to the neare.t Joint be~Ond the ourb transitIons or to the extent that no remaining section of c~b or curb and outter r. less than 5' 10"9. The e)(15tlno sidewalk ahon be removed to the necresf' Joint beyond the transition 8tope or wofk around or to the extent that no rMOfnIng section of sidewalk Is less thon S' lono. . . .11 7. Alpha-numeric ldet\tlfJcatlons ore for reference (pIons. perlllft.. etc.). .. PublIc sIdewalk clI'b ramps ore to be paId for as followst Romps. reconstruct~ aldewalks. wdk around sldewatka. sidewalk IoncIInos and sidewalk curbs ore to be paId for under the contract unit prl~ for Sidewalk Concrete. ( '- ThICk I, SY. Curb transitions and reconstructed cur~ ore to be paId for under the contract unit prIce for the PQr"Mrt ourb, I.e.. Curb Conc.. (Type I. LF or Curb oncI Gutter Cone.. lTy~e'" I; LF. When 0 separate po~ It.... for tHe retnOyQt ond dIsposal of e)(ls"'no curb, curb and gutter. and/or sidewalk Is not provided In the plana, the coat of removal and dfepoaol of theae features sholl be InofUd'4 In tl'W oontract unit price for new curb. curb and outter and/or stdewolk respectlyely. . BY OESGRfPTION DArE . . v.. 10 N . DESCRIPTION DATE 12.'-98 \ BY 01 1137.32 02 490.32 03 431.28 04 490.28 05 42 I . 26 06 432.26 07 495.26 08 508.26 09 289.58 10 379.58 I I 396. 18 12 396.16 13 289.56 14 379.56 15 284.55 16 386.13 17 28-4.50 18 386.05 19 I 289.49 20 379.48 21 396.02 22 289.46 23 379.46 2'" 395.99 25 377.98 26 390.98 27 -49-4.96 28 501.96 29 1489.94 30 424.92 31 460.93 32 49-4.92 33 507.92 34 465.91 35 419.90 36 424.89 37 <437.36 38 447.37 39 "'60.89 40 377.72 41 390.72 42 395.71 43 317.69 "'4 390.69 45 49"'.59 46 1507.59 47 1424.57 48 1437.36 49 14"'7.37 50 1460.58 51 1489.57 52 I 4 I 9. 56 53 10465.56 54 1419.55 55 1465.56 56 1 494.55 57 1507.55 58 '''24.54 59 I 4iO. 5'" 60 1377.41 61 1390.31 62 1395.39 63 1317.37.. 64 1390.38 65 1424.3' 66 I 460. 3 I 67 1419.29 68 1465.3 ;~.lN~""';' 60.28 '11 1 496.91 72 I 507.27 73 1 493.26 74 1515.'8 75 I 560. I 8 76 577.06 77 377.20 78 392.21 79 471.11 80 5 . 5. I 8 81 560. 18 82 397.'9 83 476.86 8'" 510.00 85 1464.18 86 1572.'9 87 1564.27 88 '566.33 89 1476.93 90 1397.'5 9 I I 464. I 5 92 . I 467.50 93 11605.81 94 1t591 . :51 95 I 1592. I . 96 . 1610. I I 97 I 1538.0' 98 I I 558.07 99 11550.87 100 '1500.6-8 6720.38 6720.55 6733.38 6133.55 6738.33 6738.37 6738.57 6738.61 6761.10 6761.39 6763.27 6769.44 6774.10 6774.40 6779.09 6779.41 6803.09 6803.41 6808. 10 6808.39 6813.44 682'.10 6821.39 6822.25 6827.19 6827.24 6835.57 6835.61 6840.55 68404.68 6844.79 6845.56 6845.61 6849.80 6850.31 6855.32 6855.36 6855.39 6855."'4 6908.19 6908.24 6913.25 6918.19 6918.24 6952.56 6952.60 6955.36 6955.40 6955.4'" 6955.48 6957.55 6960.35 6960.49 696 I .00 6961 . I 4 6962.56 6962.60 6966.01 6966.13 100a . 'I 9 7008.24 7013.25 1018.19 7018.2" 7038.3Jt 7036 .33 043.-47 7048.34 7048.46 7051 .57 7051.60 7060.00 7063.06 7063.06 7066.&5 7072.19 7072.24 7074.02 1075.69 107i.7. 1077.26 7011.68 7077.75 7078.61 7079.05 7081 .63 7082.08 7085.01 7090.26 7090."7 7093.90 7094.44 7.00. II 7103.97 7103.91 7105.06 7105.()6 , I I o. 98 7'12.10 BV OESCRPTtOH Lt REvISED PER CITY Of WINTER SPRN;S . SUItlaT T.... ClR COUNTY ..M.D.' F'IML 1fIflWN4 _In ...... T O. 02 03 04 05 06 07 08 09 10 I I 12 .3 ... IS 16 " 18 19 120 21 22 23 2.. 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 142 '43 144 .45 .46 .47 .48 ''''9 50 51 52 53 5.. 55 56 57 58 59 60 61 62 63 164 165 166 167 168 169 170 "I 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 81 88 89 90 191 192 193 19-4 195 196 197 198 199 200 DATE 506.33 533.51 507.03 53".36 568.01 541. 10 504.88 <492.20 "93.33 563.27 553.50 551.36 567.93 558.49 536.88 520.89 537.03 5"3.77 509.68 15"6.93 545.96 514.27 594.53 609.99 591.78 594.53 609.77 609.16 856.70 870.70 568.16 612.09 85 I .69 875.69 893.69 570.91 614.59 571 .86 602.45 624.82 599.47 574.31 631 .21 571 .98 62".20 604.26 609.70 596.83 603.28 851.46 833.43 846.43 666.85 656.69 677.23 I 737.23 "747.23 I 824.23 I 880.38 1 893.38 1656.12 I 833.37 8"8.87 85 I .09 875.36 677.20 737.19 747.19 82".19 670.56 880.34 893.3<4 633.02 742.17 829.17 1841.33 652.53 65".60 688.60 829.10 84 I .26 736.60 683.12 824.09 649.00 833.22 847.98 702.06 726.06 683. I I 7"3.05 824.05 726.05 702.0<4 730.a, 683.85 7"3.93 696.67 677.92 673.5.4 PAVEMENT 7112.26 7 12.36 7 13.28 7 . 3.89 7 '5.09 7 . 6.03 7 20.01 7 20.09 7 25.99 7 3".96 7 "0.01 7 ....75 7 58.28 7 60.56 7 71. O' 7 79.28 7 82.19 7 8".34 7185.08 7190.46 7'90.96 7193.96 7203.91 7203.97 7206.72 7209.46 7209.51 721".00 723..71 7231.76 7233.89 7236.07 1236.70 7236.77 7236.83 7244.29 7245.28 7248.61 72..9.49 7250.76 7256.13 7257.25 7258."3 7263.19 7263.63 7265.89 7274.30 7304.67 7306.08 1309.02 1316.87 73'6.92 7321.64 7329.12 7329.77 7329.96 7329.99 7330.24 7335.79 7335.83 7336.68 7336.87 1337.00 7340.62 7340.77 73"'.00 1342.96 7342.99 7343.24 7345.71 7345.79 7345.83 7346.52 7347.98 7348.25 7348.29 7363.80 7370.28 7371.88 7372.25 7372.29 1372.65 7376.34 7377.2-4 7382.22 7383.43 7383."8 7386.85 7386.93 7389.79 7389.98 7390.24 7390.35 7391.60 7395.36 7395.56 7395.92 7396.51 7"19.00 7428.77 201 202 203 204 205 206 207 208 209 210 21 I 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 2..2 2-43 24-4 245 246 2-47 248 249 250 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 289 290 291 292 293 294 295 296 291 298 299 300 COORDINATES 685.40 687.92 667.05 732.67 880.03 893.03 685.52 678.91 875.01 880.00 893.00 726.97 661.21 722.47 832.95 845.95 1850.92 649.83 709.83 649.75 662.73 930.88 667.73 653.'2 850.70 667.69 879.68 892.68 698.20 709.68 659.88 855.68 87-4.76 664.52 693.48 807.78 817.03 900.78 766.96 721.70 741.04 662.09 667.58 818.16 772.85 842.57 882.56 907.06 758.36 717.00 741.04 814.25 778.37 667.52 842.52 662.01 882.51 907.02 762.83 7'7.00 741.0" 806.34 780.36 642.29 648.93 838.81 889.46 900.65 843.67 807.95 824.61 653.71 781 .67 631.48 . 843.93 701.21 557.01 834.57 769.88 874.42 708.94 762.94 547.83 686.86 879.39 892.39 843.72 646.03 564.47 838.5<4 850.09 659.07 708.94 762.94 930.55 556.13 563.09 688.96 832.36 7-434.09 7440.70 7443.25 7443.55 744".78 7444.83 7-446.05 7448.57 7....9.77 7454.78 7454.82 7456.26 7456.28 7466.30 7470.43 7470.47 7480.49 7509.04 7509.23 7535.04 7535.04 7540.02 7540.06 7543.67 7552.77 7553.63 7553.78 7553.82 7555.12 7555.15 7557.17 7557.78 7557.84 7558.27 756..82 7569.20 7569.66 7569.92 751".98 7581.63 7581 .63 758".75 7586.42 7587.29 7589.85 7592.19 7593.87 7593.94 7594.98 7597.63 7597.63 760. .77 7603.80 7606.33 7607.30 7607.97 7608.86 760B.94 7609.30 7612.63 7612.63 7616.39 7620.47 7622.93 7623.68 7624.02 7624.89 762-4.92 7625.46 7625.68 7627.96 7628.24 7629.79 7630.62 7634.98 7636.63 7638. 10 7638.26 7638.6-4 7639.84 764'.63 76-43.25 7645.25 76-47.26 7&47.63 7647.67 76-41.77 7648.95 1649.05 1649.59 7650.83 7652.54 7654.63 7654.63 7655.01 7655.32 7656.0" 7656.17 7657.-48 ...,....... ........... . ......... . ...,......'AL ~20 SOUTH MAGNOLIA AVENUE I oRLANDO. FLORIDA 32601 407-e.~-5120 . F' AX 407-&49-866<4 301 302 303 30.. 305 306 307 308 309 3.0 311 312 313 314 315 3.6 317 318 319 320 321 322 323 32-4 325 326 327 328 329 330 331 332 333 334 335 336 337 338 339 340 3..1 342 343 34.. 345 346 3-47 348 349 350 351 352 353 354 355 356 357 358 359 360 361 ~62 363 364 365 366 367 368 369 370 371 372 313 314 315 376 377 378 379 380 381 382 383 38-4 385 386 381 388 389 390 391 392 393 394 395 396 397 398 399 400 845.36 7657.52 636~'7 7657.77 699.34 7660.15 651 .83 7664.'64 635.70 7664.77 586.63 7669.78 584.37 7677.57 616.18 7678.74 605.61 7681.45 ~00.33 7685.38 621.47 7685.84 591.72 7686.93 6'3.38 7691.87 620."5 7692.83 553.80 1696.69 571.24 770".52 1576.26 7705.31 585.09 7714,92 659.18 7716.35 627..... 77'7.56 633.81 7718.49 479.18 7719.93 58".79 7721.98 626.53 1723.96 489.84 7727.56 641.84 7729.27 471 .50 1731. -49 491.09 7134."1 634.63 7134.66 489.35 7737.03 482.48 7738.50 832.08 7744."8 8"5.08 17.....52 879.07 7747.63 892.07 1747.67 850.07 7749.53 508.05 7752.28 850.06 7752.56 87".06 7752.61 832.0" 775'" 48 845.06 7757.52 879.04 7751.62 892.0" 7757.67 496.98 7770.71 539.26 7777.76 534.10 7716.33 563.36 779".00 556.43 7795.70 574.37 7800.82 428.26 7826.92 440.78 7830.56 444.20 7836.69 831.79 7837.48 8441.79 7837.52 468.76 7838.07 4143.51 7839.22 -424.82 7839.58 849.77 7842.53 437."6 7842.77 833.03 7844.19 "'72.23 78"4.30 484.72 7847.75 '849.75 7849.39 1-4'87.54 78~2.67 '506.'8 7852.69 839.87 785....641 ~~g>~~,j:~:: : : 529.87 "".7.12 533. 38 786~'~ 33 875.56 7865.61 I 891.70 7865.66 I 823.40 7866.01 I 543.97 1866.16 I 821.95 7872.93 I 871.36 7873.35 I 879.36 7885.59 I 544.95 7895.99 1 641.95 7896.30 I 654.95 7896.34 I 744.95 7896.62 I 462.06 7899.57 11479.06 7900.01 11526.32 7900.53 1474.97 7900.79 1492.0" 7901.29 537.20 1901.78 456.61 7904.15 520.70 7905.75 496.53 7906.67 456.30 7908.40 5.....91 7908.99 41196.34 7909.18 641.91 7908.30 &541.91 7909.34 7"4.91 7908.62 76' .41 7912.50 461.27 7913.73 1"91.3" 7913.82 1528.15 7913.94 401 402 403 404 405 406 ..07 408 409 410 .. I I 4'2 413 414 415 41116 -4.7 418 419 420 421 422 423 424 425 4126 -427 428 429 430 431 4132 433 434 435 436 WINTER SPRINGS 539.90 646.89 6"9.90 749.90 755.09 789.99 796.91 413.60 778. , 5 413.59 0426.59 804.02 431.57 776.70 596.26 60 I .26 1678.59 519.56 526.26 673.59 748.59 754.74 784.90 0431.51 SI9.51 526.21 596.21 678.54 748.54 754.68 461.' 5 466.'7 461.19 '425.18 1420.16 1425,'5 GEOME,TRY \0 7913.97 7914.31 791".32 7914.6<4 7914.66 7922..49 792S.94 7927.17 7930.23 7930.57 7930.61 7934.82 7935.63 7937.'5 79-40.65 7940.67 7940.9' 794'.26 7941.28 79041.39 7941.71 79"1.73 7949.70 7955.63 7955.91 7955.93 7956.15 7956.41 7956.63 7958.65 6712."6 6767.48 6762.4& 6762.35 6767.33 6772.34 F\;ORIDA PLAN TUSCAWILLA PUO COURTNEY SP~~GS APARTMENTS DEe 2,qtf~ 'j,.- ~1t ..... exacm ICIU PIOCtMo. n.r .. , iMtJT newpt.ref .' 'us..~OO5 tus4emo.00t k,*1etp,()01 tus2.dft . ~:. ;0,.. ,"f' ., . ,. "',:', ': ~ , J ~,~ " ~(< . :.,. ,. " :.I i ""J, '; ~ .- !;~~f' '~- " ". " -' w.'I1l U:ti . -. .'j I:... z, ~ 0 ,.<.". 'r=;, . i~. ~'.(:.. is 'Q: ..: ."", ,~. '..., o it' . l 'l: f . '.~ '" ;,. , ~ 'f ~ , I ! ~ ..... .... 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J07 ., UUfTs OF CONSTRUCTION AND SILT FENCE DATE 5JFNlIID / ~ WETLAND UNE 25 rEAR - 24 rEM PEA/( sT N3E D EL.2375' 100 rEAR - 24 HOUR PEA/( sT/tGE D EL.2395' D9 N 70602900 E 1/4072410 TYPE D INLET TOP E L. 28.0 INV.EL.21.45 (N & SJ OfT N 6750.3420 E 1/424J240 TYPE D INLET TOP E L 28..0 INV.EL.19.o (N & SJ 01 BY /HI 02 N 7925.8727 E 1/507 DI87 TYPE D INLET TOP EL.32.5 INV.EL.28.5 (NJ INV.EL..27.25 fWJ D3 N n88J980 E 1I~.9Z90 TYPE D INLET TOP EL..32..o INV.EL.26.55 (E & WJ INV.EL.26.55 (SWJ t>f N 7646.0801 E 1/694.2245 TYPE P3 INLET TOP EL.. 31.5 IW.EL.25.5S (E & WJ DIO N 7059.9100 E 1/3502670 TYPE M.ES. IMI. EL. 20.5 OIl N 7635.8231 E 11881.8195 TYPE P3 INLET TOP EL.321) IMI. E L. 28.25 012 N 7564.3352 E 1/868.7349 TYPE P3 INLET TOP EL.321) INV. EL. Z'!.93 (E & SJ 016 N 68577910 E 1/346.8350 TYPE Al.ES. INII. E L.19.o DI9 N 6603.4&0 E 1/529.4860 TYPE M.ES. IMI. EL.I9..o D2.O N 6420.9750 E 11624ElI0 TYPE M.E.5. INV.EL..I9.0 (E) IMI.EL..23D NI) DESCRIPTION DATE . . V 1.10 N . DE SCfW'TION DATE 12+98 BY ...-- ~FfR TO LNtDSCN>E "LN/ FOR GlfADING ,,, THIS ~A & SILT FElICE LOCATIO#( ... ... ... ... ... ... ... ... ... .. ... ... ~~ .. ... '. ~.. t i. Q ro g .0 , , , , ... ... ... 6/....... o .... 9.1-........ ~"" L'" '..1. .,y" ... Ie.! I'-Js... 5'... ... ... ... \D Q) ~ 0. ~~ +. . ..; JO.6 0'" 1) .0 A e -'(:J? \ 60 -ff.. ~ '0 ...-- ... .... .._".J f.F.. JU BtT,Ctf 'll/All seCTION UMffS OF CONSTRUCTION AND SILT FENCE If) 0), 0.' ~ + . ...0 {)I '0 .0 ~:J?e '0 \ 60 ;f'.,~v o I r ff sfc+Jon sJ+e SJRWIJD / JCOE WETUND UNf 6/ 0:. o . . ......... 'I- " ._~ J....,o'. ~ (SI '0 ~Q '1# Q,~ ~~,! , ' D " ' ...... ..() RETNlllIIG WAlL (OUTSIDE OF' BUFFCRI RETAINING It'AU. fOCffS/OC OF' BUF'FCRI RU AlNIItG 'll/NJ.S TO BC DESIGNED BY OTHERS MID MID SlJ8llffTED TO THe CITY OF' It'IIfTER SPfflNGS EIIGINURlNG DEPARrIJfIfT FOR APPFOIAL BCFORf COIIST RUCTION rTYP J s A SJRWMD / ACOE wet-land tHO UMffS OF CONST'RUCTION AND SILT FENCE UMfTS OF CONSTRUCTION AND SILT FENCE " I ._ - '~crl gcrENTIOIt ~D N ) NOTE, CONSTRUCTION ENTRANCE SHALL BE LINED WITH so- OF z- WASHED ROCK TO PREVENT TRACKING OF DIRT ON THE PUBLiC RIGHT-OF-WAY. WASH ROCK TO BE PERIODICALLY AlAJNTAlNED. 6' BUFFER TO I!1E DESlGltCD tJr OTHERS NiO NIO SUBIIffTfD TO THE crrr OF 'll/IIfTEIf $PfWM';S ENGlftfERINB DE"Nf1'IIEIfT FOR N"fWN~ I!1EI"OftE COttST RUCTION rTYP J THERE SHALL BE NO CONSTRUCTION TRAFFIC ON VIST MIliA ORNE. IU IJAlIfTENNlCE BERM A EXISTING "~D - -)- - . = .iiIiii -= ......... -~- .. __-9-__ ~ '0 ~ '\ ~ .} ~ LEGEND os N 7S69..D96S E 1"04.9808 TYPE P3 INLET TOP EL.J1.5 IMI.EL.25.20 (N.E Ir W) os N 7360J62.0 E 1/863.2.980 TYPE 0 INLET TOP EL.29.5 INV.EL..1!4.45 (SW & EJ INV.EL.2.5.4' (NW) I , I ('15&1 or N 7zr7.4390 E 11607.8340 TYPE D INLET TOP E L.. 29..0 INII.EL. 23..0 (NW Ir $E) DB N 7107J330 E /l522J82O TYPE D INLET TOP EL.28.25 IMI.EL.22..o5 (NE " SEJ . It :1 RET AlNE R WALL . I OESCRIPTION SAltlTARr SEWER SYSTEM STORII SEWER SYSTEIJ 'll/ATER SYSTEM FII'fE HYOItNff COIfrOUR SOILS TYPE OItAlNNJe STRUCTURe SNIff II/fY STRUCTURe SI'(1'f ELEVATION FIIIfSH FLOOR €I.&. OIfftcrlOlf 01' SUlfl'/IC€ FlDII 013 N 7~.3620 E 11863.29BO TYPE C INLET TOP EL.. 30.5 INII.EL. 26.46 DI6 N 6701..0360 E 1/503.noo TYPE P UANHOLE TOP EL..30.o INV.EL..I9.o (W & SJ PARKING LOT IMI.EL..23.5 (EJ r .. ..------, DH N n5SJ680 E I/492JIIO TYPE C INLET TOP EL..3I5 INV.EL.26.93 DI5 N 6901.6560 E "'"77480 TYPE C INLET TOP EL.28.o INV. E L 24.0 :r~~""~p.:&- -... .- -- . -- ,. .... ......",.",., .. ~ "" <B> OJ S<f ", ... ".~ -. -.----- 'i-nttf::t'nr- 'l;r~:"- -n,=-~~~~ 10' DI!J N 6S43.3800 E 1/518.6250 COfiTROL STRUCTURE TOP EL. 26J IMI.EL. 19.0 D22 N 6388.4030 E 11651.2990 M.E.s. INV.EL..23D ' 023 N 6388.4030 E 1/651.2990 CONTROL STRUCTURE TOP EL 26J IM/. EL. 19.0 SILT FENCE TO BE IN PUCE BEFORE AND DURING CONSTRUCTION - ___.... _..... ...., _.-.roO - ~EXISTI: GROUND SECTION C . C 024 N 6832.D96 t 1/30393 8tJ8BLE UP STRUCTURE TYPE D INLET TOP EL.24.o INV.EL.19.0 - ~~:..="- TYPICAL SILT FENCE DETAIL .... BY DESCRPTIOH ~ REVISED PER CtlY or WHTER SPlKS SUBMlTT AI.. an oR COUfTY .....0. TUSCAWILLA PUD COURTNEY SPRINGS APARTMENTS DATE FLORIDA DATE T .. DESIONED K[P CHI: ClCEb II SCAE f'. PRO<<CT NO. TUS4 ru ... G01 SIG' eer newpl.ref tus4pmo.OO5 tus4emo;OOl knk1e~OO1 lus2. ' WINTER SPRINGS GLETON INCORPORATED GRADING DRAINAGE 8c PLAN tM. N'PROY.... BID SET ....."...,.. · "LA."'''. . ......"". . .".I..".."TA&. ~20 SOUTH M,<\GNOLI" AVENUE : ORLANDO. FLORIDA 32801 -'07.8-'3-5120 . F' AX 407.6-.9.866-. AI-IUlI. T rOte 2 -199&' ... ... . W ct.%" ; U:'i ii~ ~r.: O~ ~~ 1&.i3 :Z:l.IJ Q.~ ~~ o 'r;:! 6" X 8" OSMOSE - TREATED TIMBER 6" GRAVEL Co iff #6 BARS TWO PER TIE. EVERY OTHER LAYER ROD TO BE DRAW THRU AT LEAST THREE TIMBER THICKNESS. 8/DEADMAN EXTEND TO FACE OF WALL GJ #6 BARS THRU TWO TIES AND A MIN.OF THREE FEET INTO COMPACTED SUBGRADE /f!1Jt 12" COMPACTED GRAVEL ON COMPACTED SUBGRADE TIMBER WALL SECTION ~ a: . ~ TUSCAWILLA PUD COURTNEY SPRINGS APARTMENTS lb@W7<e1f= ~llnn~n<et@nn &: o $~~@<C11$ t<e~ WINTER SPRINGS FLORIDA TIMBER WALL SECTION INCORF'ORATED CONSUL TlNG ENCINEERINC . LAND SURVEYING ~20 S. NAGNOU'" AVENUE - ORLANDO !'"LORrOA 3280 I 407/843-5120 ~ ( ~ . ;..,'" , . . f,~ "'~'; -#( ," " " '. " " '.-:, \,~ ,c. .... ... -1.,' ~ ~'h ~,.:~,. , ~, -..-.. -.. -.. -.. -........... -.. - ..-..-.. -.. -.. -.. _e .-.. -..__.~. --..-.. -..-.. -. .-..- ..- ..-..-.. - ..-..-..-.. -..-..-. .-.--.. - .--..-.. -. ..... 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SAN. ".H. top E L. 30.3 IMI. E L.18.69 59 ; N 6742.5640 E 1/4882.500 5T D~ SAN. ",.H. TOPEL,29.5 INV.EL,19.62 (E) S10 N 7731.D130 E 1/680/)380 STD. SAN. M.H. TOP EL. 36.0 INV.EL,22.D6 (W) ~ ~ i ~ ~ ..; E 1/4872480 ?-------------_.---~--------------------~~~-- I ~ , ~ , ~~~6V~~~-:--------~---------------- -------~---~.-..-- \ I I I , ... ... ... .. l\!.l , I ~ , . , , --- . I I I , , 't..... .... ,<". , ... ... ... ... ... .. ... " ... :.l ~ - - -,""'- - - - - - - - - . - - ., . \ \ ... \ ---_._---_._-------~-----~.. ... 'lIo .. ""'- 'g I ,\,' \ g t"\ e " " " " .~\( t..', I . \ \' \. \ I I , I I I ."~. \ \ U) Q) II >. + ,\ 01 U 1) ...'. "'. ,i. . .. A.< " . .l.~ . .~ , . " I f f+ s~o+'on sl~e . ' ~.. ~ .. PROPOSED .,. PVC FORCEIJNN SJRWMD / ACOE we~'ond "-i"'l t~ i~ ~i i~ ~i b" ~. THE CITY OF WtlfrEIt SPlWlSS SHALL BE RESPONSlIILE FOR T~ ItIAIIfTElfNICE OF THE SA/llfTARr SEWER SYSTEIJ.THIS WILL /!JE I./IItrEDTOTHE Sl.WER lINII$.un STATION AND FOItSCIJNII.LATERALS IJNNTENANCE SHALL << THE RES1'ONSlBlLff'f OF THE CMNER. ~ 14 :;t: \'., ',~ rl h : sf'~ ';, a'~' ., ,I:. " ~..., :~.~ -..1 ~~.~' ~..... . ~".Ii ~'l:.i~~ .J:tISII..DU4 r~ ..Of SVfJ1a ,,/fItIC WATE1I $E. ,I,.. ~ ~ ~ ....110". OESCRIPTfON ,/ otSCRIPTlON y DESCRFT ~ REVISED PER CITY (f .TER SPRItGs SlatTT 1L aft 0It ,~ DATE DATE DATE BY DATE , 12-t-98;. f BY ~ ~ ~ .~ . ",'. ' .. ....f .....T " ,.'to' .J , . ~ ," '" / " .' ,~, - ..... ,.. I'" ~ ,"..' ' .,'~ .~ .'.'. " 'i "tw. ..~ ItEST/llNllED 10 TEE ,.. WINTER SPRINGS F'L.ORtOA " t SEWER .S( WATER PLAN TUSCAWILLA PUD COURTNEY SPR~GS APARTMENT$' ~Cf.. 'fq ..... >', ".... ,," .....Ii~ . ......... ......,... . .........nA.. 020 soutH ...AONO\.... AVEMR : QftLANDO. F'LORIDA 32801 . 407-843-$12.'..,. 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PlIJG VAl Y! ~ l rr WASTEWATER "'{ FQACE HAIN-........ _J_____ T,l 1/ 1z i \SURrACl A[PUCUEMT TO 8[ CONSISTENT WITH UIS1IHG MATE'UAL AND Of EQUAL THltlNESS , BUT IN NO CASE LESS THAN 2. TOTM. ASPMM. T THICKNESS. TIENCtI IIDTM (IJ + ... SURFACE RtPutEMlNT \ ~~~fi~{VLd t I,.!.'. (II ~ T~ ~ "'-AEPUCltlENT BAS[ ,IDTH MAn'UAL TO . L llIlEAOCK CIA PUG MIll. ~fXIST. ASPHALTIC / . CONCMTE SlM ACE ~ ~ ~ ~ I l J.~i1j' L 1iW "=" ~ I =- n~ 1l~ TRENCH WALL L VARUS UTILITY PIPE $UfIF ACE JOINT TO 8E IIlECHANICAlL Y SAW-CUT. NOTES 1. BACKf'lLL SHALL III PlAC~D IN ,- LAYlRS "RON .HUTH THE HAUNCHlS Of THE PIP{ TO THl lASE AND CQIlPACTEO TO H'l DENS ITY PlR A.SHTO T-110 MOD,',EO ~TER. 2. BASE MATERIALS TO III PlACEO IN TIO OR THREE LAYERS ROlLED All) TAMPED TO ABOVE SPECIFIED DENSITY. STANDARD ROA~.AY OPEN CUT DETAIL SEW. CO. 1-H OPlRCUT IIIW I~ "" ..... .. -... ~ rr"".... .. .... --, ~ == -" ,.... '\.A: - ... ate It - c:::D:l _ c= ""'C~IWIS ~. ..... m .ITIl .' "'" fr" 1 ... "'.. _ ~ t:::C:J .,.c. PUll . .~= . .. _ICI ftf'':lrl~ .... umard....... -.1 m ...... ~I IIlL .;':-",11-' - -:.,,;; ...... _ at .J, ....." I'C '- .r - ... -.. .... .. ..... .. II.. .. ......- ~~~ ... ... ~;.:' ..~~;::~_.., I, ~:: ~..#~.. _ H!'~_ imo;. .... ., ..... -. ~,~ .... . "" -. -, -,. ... ... .,- ..nMY ..1 lI..lel ~CTI" ..... .. ,... utIIIl*I SET HP ~ VAlVE BOX TO FINlSt€O GfW)E FINIStEtl GRADE SEE NOTE 2- 6" BEOOING ROCK SU TOP OF VAlVE BOX TO fINISH GRADE- 18- DIAMETER OR 18" SQUARE CONCRETE COLLAR IN UNPAVED ~REAS CIJl y .. "1 ~I- ~... BAR ALL AROONO , . ",,~ - -- II) w - VAL VE EXTENSION STEM WITH 2" SO. WRENCH NUT AND UPPER au I DE REOU I REO F OR tOtE THAN 4' DEPTH~ BOX SHALL NOT REST ON "......,.,.-:-'\Jit: VALVE OR PIPE ANO SHAll -, I BE CENTEftED ON THE ) OPER'TlNG..,t ____ r CTYPE AS SPECIFIEDJ ~ I - } \ -J SCREW TYPE ADJUSTABLE VAL VE 80X WITH CAST IRON COVER ...---. 5 :> - , ex: z ~ :IE o u , ID ~~ ~ .. w o 6 - &EDO' NG ROCK-80X SHAlL REST ON BEDDING ROCK, NOT ON VALVE OR PIPE AND SHAlL BE CENTERED ON OPERATING NUT 9 - u NOTES 1. COVER TO BE MARKED WATER, SEIER, OR RECLAIMED WATER. 2. VAl YES SHAll NOT BE LOCATED IN STREETCUR8S. 3. fOR RISER EXTENSIONS SEE REOUlREMENTS IN SECTION 2,] CC I. VALVE & VALVE BOX DETAIL SEta. CO. 7-96 VALIOXO p .-- ..... """ r..N.1'" "'- Dr. _~ -.- I1_ -..r~ (Ii" J. .....tI.t;-'~an :&~.. ~lrcl.1.ftar 'l1li PILL.. .--. IMLL _ ,aL", ... JI~~""tl"J~m.:. EIlIr1ii.1it~1U m.1i1$ALVI. &; = 'I'''C- .1 !If .1 ~. U'" - T~_ ~<I -__ I "Ii . ..~ .. iAr.~lilL"~~u · ......"'...fmI1Iltlf.r. .............. IE 'ftc!!l m:l~ M' · D ~t~ W --~ a m. 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COME t.f TO .. FOOT DEPTH BElOW FtNlHD ~. "'CPVt~ 11 ~ L -f- - - - - - - - - - T. - - - - - - - -rl- - BY . . V I.a 10 . . " DEteRFTtON . .' OAt! 12 - \-098 , , . ,. DEPMTMENT COIMCTION .. .,,,' St8ITT.... CITY CIIt CCUIIY DATE ,. ._~~T.=m- t. !1i:JIi.~~.. .:.\T.l.......'t..~ .. _..... ~ _ _ _ ..._ .... .. _, a... f. ~tftS,""'" ~~...,... .. -...... TO SUI1 a. !.!!fttI.!!!!PA!!.'!!"-~!! =L . ""!'llll.!! ~ irnit,.....e r.l.r."~n~..-:n: 1:&d".::llAtCI. .. ILL _ ...... IMLL ..._ TMATII 1II'lII .....,\T"b. ,. ~UJiII."'''': 'Ira: "., "".L ~~ ....,-=:!:~ LA". .. ALL'" L" DILL 11M _ Le. ... ..... -. .. .. ~~... -...-' ..... a _~.. _11U11. ,a. .-,. .-, a... tlMU. .... ~ _ ~_ _'lII --..,. tt. r~Jl~:;'~;Lm:r.& ,." ftstIf...rtl ,...~,., - __TCl.' -..... n. ""'- IMLL a...... .. ......-.. FILl!, _ . _. 'lII'ClI, .... ,. ....at.. ~TI _, ..... J ~..- -....7 ~ .1/ . -- -..- " r - ..... ., -..- - -.. -- --- ra,r- . .;;;i; ~ ~ !IF' ; !If !.1IkC" WI. 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"" __ ~ _ LllClltll .''''111 111. _'III II 'TIR' _. I. =-::-..:fl': :,fI. ..,ALL. . '" .. AI. "..- - IIIT1l .. Pal- .,_."... .TI .. _ II _All CGLL. _L A . tIIlt. . .', :~'~ :\Ji-- CfNE1t I " I ,... ... , ,.. ~ AS"" ";:iv.- ,. ,,_.. PUN ...- ..... . ........ tI. I......... .. ... . '1"_ ,.,,- "... II. 1_' '.' '. " It .. .. .. )1 .. .. ,.. Jl " " . .. .. .. , . , " .. II .. " .. ." .. 14 .. . .. . .. . ..- ..- tlllP_ " 114" .. -... -... f . t1 .. '" f . . . t1 .. t1 II MItts ,. IItSTALL FULL LI_TM .101m WIT" 'OUL __ tIF JOI.,'.... Te . .,m TMM' S*MI IN TIll TAlLI MID '011 Till TOTAL lQUINLUf LI..lII ..1lI1JIiQ. Z. _Ill l1lO OR ... ,ITTINOS .. TOOUMI" UK FlTTI,. wtlCH y,Ct.. __All'''''''' elF IIUltt"UCt JOINTS. ' 3. CCIItTllllC7Olt...."...IT,. IIVII;W _ ~1 IIbW._ ,aR ..TttAlItU JOllft "STIM. ["'INEtll ....... SHDI' ...11I8S TO . su....mv TO ... ccu..n. 4. 1'MIlUS'''DeI MID IlUTtlAINI", UWP MID ft'fP IlAIN SCNIIULIS IIIM.L . etII'\.U" I.. fM lllO.lCt,!l lAID .. ALL au... CC1MSIDt...T1.... INCl..... lilt .or Utn'tU 10 TNt ...LOI..... 'lfIt T~I SOIL KMI. CAPACITY. SOIL T"l. 01,.,.. 01 COVO. TlJt ..~. LAY'" CGNDlfI_. SAllTy tKT1IIt. ' ., 5. THIS QIM' tIAS fIIlIHMD IASID ~ TIE '"' 01..... ...... '011 """T .-s""ltlT or DUtTlLl ,... "PI. ASSUM..,OI C'. I 110 PSI "'1110 fIIlISS&IE. It. I , 'II' ,. DtftftI, _ U. I uva... CONDITION Il1O. 3 'OR SMID/SILT fACaFlU.. - tP.!!rD "-li I a...rMC I', ~ " lIIJi........ t ~ , ;~ ~ ~ X"". 11'_' ~.c...'. --.................. ~...\... I _" IIlIt - ;. .\~+~J .~ IaIt ...,. ---f .-..-........."..... t--"'" 14' ... , iol' -., 11--1 :;..--=..... .... -r-t -I . ..,. ,.' _ _..~.. __ _lIIIr:.n --. ~:.~ -..- ....,""':\'\ .....- ., \ '\. "" ~ r;J ',....I ~.f!lE.lU / tt~ iW'j;i',3(,'= -; ... /..... "IN IILl ! -1-; - .... =-.:1'&1- .... [.AIII- ~ ft..... -A- --I. IN.CI& ~ITI'" . ~ -= 1&'1 ..~ ._eft " ...,.. -.... ~ ..tit -- -1& _'faIL ... no ..". " \ I --- ~. W=::' ImfTU _1111... .~i "Ie; I!! hi~. 'f" ~ + '/. ....1llIII.!V~'ll ,....,::: lOlL ,....,~,...., PlPI IILL . --- _ ~I..... ~I .. naTM. ,. II: ~'IJ.,. AT ,.. ,. p... .... .. . .. . I.. M'1lo ...... .... IF ICLL . " l...-na ......, .... .... . tILL . II" ,licit.. ......, .. n~UI'I.r. -.,...,&..., CIIIl1'_. .....IAL. iif.iii ...... . .- IlL_ IO'I1W . UTkITY. ___....., S. ~'A......'1!!(1.DNL r='"irr-:r=.!t1~~~"'.::I4. .', '~.'5. 1-..cm ...... AS .......... ..'ni ~M.J!fiilf1 III W.;no .... _TlII'M. Im.S::>>Jr= .siofCih ~.:=.~ 10' .... SIlIoLL . ........ " .. 4. MJ!Cy,...'M\......,."III." -=tl., TIll :;1'1':1'". t. ",",IU TtI. ...ACTIO .. In _m . AAtllTO ".. _If'" ,."'" III .... TtI. ..... .. ." .. "...... ___ ten - ..aM.... ..,..... '-1". PIPE 8EDOING & TRENCHING DETAILS .. CO ,... ..,.. SLDPE TO COlER FINISHED GRNJEl ~~~ ..-..- . - - R SLOPE TO MATCH GRADE SI.JJII'E IN$r ALLATIOIt "JI.c. .SCI/fDI-TYPE- CAP FINISHED MADE \ - .. \ , .. .. - == F'VC PIPE H L4!rfIVC TERII'''~ CLENIQIT . \. DW1, PJl~. -scREW-TYPE- CAP ,FIIIISHED GR~ ~ r ... - - === 1'VC I"tPE 1 PVC WYE I ~ u II SEND IIHJIIE CUA1fQ8 CLEANOUT DETAIL ... .. > 8c WATER F' LOAtD~' o<<rc '... : ac~ , < ' ..;~, ~;.~ .-&,,:-..; ..,'" '....~ 'i' "~~':',* .,~;.' ~. I~;{ '_, . L. oeIplrtf,. ,\ SPRINGS WINTER BY OESCM'TION ~ RE'ASED PER CITY (J WINTER ~ BoWYH.I,SlNGlEfON 8( ASSOCIATES-INCORPORATED ...,M.P. .... ~. , '''''"'' , ' ...t 1\0, SEWER, DETAIL S,," ---, ........... -M.Alt.,.. .. .......".. . ...........fAL 520 SOUTH MAGNOLIA AVENUE: I ORLANDO. FLOA'DA 32801 407-.*3-$'20 . FAX ,401-84$-86e4 TUSCAWILLA PUD , :,"COURTNEY" sPAtNGS APMTMENTS .~ , ' ~.j '. .,. :;t., . , . "" ' ~,",. '. . .; '~I; .\: .: u~c ~~- :,. I '< ) .. F 'oIl' . ;~. -;',~~., .,!' " .~, '~J .:.l 't ., 1 "l~. . , ';~. " :. !" :~. :'/:':.~ ~ "'t~ .J.:/,', ./""'< ...... ',' : ;:'.." ~ ;'.. il. > t" , .. " ~. ,I ;'~-,' .,'1, ~ ~~, , ' .. '/ ,," '~.";",, " '., ~ j ,~ , . I,', "''',r''JIi.'' ." . ;. ",,\,"-:'~ , .. "<', ........, ....;..."".,.-~ . '-. '," If.' :/~ , ;, c, .. 4. i, .. .".f""-';,., .. \" " C't ,,:.. ;;.' ;--," . . '" 'Ii.. ~." _1"'~ ': t;.' ,:~ '--r': .., ,~.. .'. ,.13 r.: .~~' '~'I' ;:~ ~_:'g, ~h~ ! .~'t I, '. Ii! .<"~ ~ , ., ~ " '\ , , ' :...r' ,..",~ . ;t.,~ ,"~ ~ c;r :,,,:.. ~i;,:t;:a '. I";':'!.', " ~::. ,\~ '~ -f" ,,-:"}\." ."' 11 \f.l' ,"f' j. .: . """"":~"'i:: J:~ ~.~,. ::, '~'l ,~~ / ~.~'~':,~I:<:' !,,, , ~:~"':~;', :.. . >~<1~.( "';':'f{~'&':~":~?~& ""r:..'l':, ,.,,\,;':\:J~~; ,.",~t~~~f~.~'b <~ " ,~ ~ ," ~J ,.tj ! , ~ - ,i . -~ I ~: } t .. .'.1;''1. .~ 'I I III I j ii' ! I \ '.:. ~l' ; ,? '" .' .~... " "'I . ti, '. 36' 8w PVC (SDR 26) @ 0.3% 81 H . . ~~ VALVE VAULT I I CAPPED NIPPLE AND VALVE I I FOR PRESSURE GUAGE. (TYP. ~ I..I.J * * VAL VE BOX $IHALL BE ENlARGED IF FLO' t.( TIER REOUI REO OR PER NOTE I~ -------------------------------------------- Cl --------------------------------------- -~ Cl I..I.J v OUTLINE OF ACCESS OPENING CABLE HOLDER SHALL BE POSITIONED OPPOSITE THE INFLUENT LINE IN THE WET WELL PLUG VALVE EtLRGENCY PU." CONNE CT I ON FLEXIBLE COUPLINGS ( TYP. ) G F PL AN V I E W N.T.S. 4n 0.1. VENT WITH VENT CAP ALUMINUM ACCESS HATCH WI LOCKSET AND RECESSED HANDLE. ~ ALUMINUM ACCESS HATCH II LOCKSET AND RECESSED HANDLE (SEE NOTE 8) FLANGED RISER WI BLIND FLANGE. W~LE CAMLOCK 8 CAP 6" x 6" S TANOARD FL ANGED TEE POWER CABLE 2" DIA. SCH. 40 STAINLESS STEEL PIPE MIN. 3/8" HEAVY DUTY STAINLESS STEEl LIFTING CHAIN. 6" PVC FORCEt.tAIN EXIST. GRADE . . ..!..,. -!. --! -.- , , 6 w PLUG VALVE WI LEVER OPERATOR STAINLESS STEEL PRESSURE GAUGE PET COCK VALVE 00 .... \t \, \ I I I I f\t~\U . I 1 ~ 1 I , I I I I I I , 2' '4 - 6' O.C.E.W. · 12' MIN. . I , , t , I ~ , . A . Z N- -~ DUCTILE IRON PIPE (RESTRAINED JOINT) ~7' I I I I . L 2 - · 4 BARS 6 - CHECK VALVE GALVANIZED IRON 3- fLOOR DRAIN. SLOPE OUTLET PIPE 1/2" PER FOOT. SEE NOTE 12 ..., it , I . . , I , I I . , . . SHOWN ROTATED 90 DEG. FOR CLARITY.~ L . SOQ1ZO FENCE DEl AIL . . 4' , . o ~>- II ~o ~i ~.... ~..... ..... ELEV. W , HIGH LEVEL ALARM [LEV. X ELEV. Z LAG PUaI' ON 36' 8- pve (SDR 26) @ 0.3% 24 VOlT FLOAT LIQUID LEVEL CONTROLS ~ ~ " I/) I " .... ;:) > i ~ ~ ~ ~ ~ E ~ ~ / i ~ C( ~ :-c ~ i ~ ~ > ..:; ~ "2; ! o.A.lE ~ ~ ~ " , eq CAl. V. CLIPS 2'-r MAX. SPACING POST CAP R "'Xl LE AD PUt.P ON ELEV. V . tD I r-.. . . ~R- eq TIE "PIES lZO' o.c. LINE POST TENS~ "IAE 1'.6' BOTH PU~S OFF HEV. U . .($ELEV. T , f . , , L_..LL . , ~ 3' I q' I ~ MI N. 31" 0 IA. x It - ST AI NlESS STEEL ANCHOR BOlTS TO EXTEND 7 H I NTO BASE. GRAVEL -6 -12 O.C. LW. SECTION VIEW N.1.5. PUMP STATION DETAILS PLANS. SECTION. AND NOTES !FIG. 311) CENfER STCP 12'. I? (2" 6" DOUBLE SWING GATE, DETAIL tIlTES. I. TMISS UftS ME REOUIlEO '(It E.eM GAT( SECT'" _ TIlE FIRST SPM CIN EO S1IIE. m: A C1MR POST CII. Y. ~. ClMIl LIf<< FacING. POST l IWlS TO lIE IlACtc YIN'Vl co.1EO. CHAIN, L.INK F.ENCE DETAILS . I BY DESCRlPllON DATE .8VI'ION' OESC.TtON DATE. 12.. f98 9Y~SCAPT~ ~ REVISED PER CITY Of wt4TER ~S ~TTAL DATE cnVClt CCMn'v ".ItD. Bo & ASSOCIATES, GLEION INCORPORATED BY ...-w4 ...' ..... t /, , l to GENERAL NOTES. I. ALL EXPOSED METAL SHALL BE PRINTED WITH 2 COATS Of EXTERIOR ENAMEL PAINT. 2. WET WELL AND VALVE VAULT SHALL BE COATED WITH COAL TAR INSIDE AND OUT. (TWO COATS. 9 MILS EACH. ) 3. BASE AND FIRST RISER UNIT TO BE CAST MONOLITHIC. 4. VALVE VAULT SHALL BE SIZED TO PERMIT EASY REMOVAL OF CHECK VALVE SPINDLES WITH MINIWM CLEARANCES AS SHOWN FOR 6" DIAt.€TER PIPE AND SMALLER. CLEARANCES SHALL INCREASE AS REQUIRED FOR LARGER PIPE SIZES. S. VALVE VAULT SHALL HAVE SEALED FLOOR AND DRAIN. 6. ALL LOCATIONS WHERE PIPES ENTER OR LEAVE THE WET WELL OR VALVE VAULT SHALL BE MADE WATERTIGHT WITH WALL SLEEVE OR NON-SHRINK GROUT. 1. THERE SHALL BE NO VALVES OR ELECTRICAL JUNCTION BOXES IN WET WELL. 8. WET WELL AND VALVE VAULT COVERS SHALL BE ALUMINUM WITH 316 S.S. HARDWARE AND LOCK BRACKET. SIZE AS REOUIRED BY PUMP MANUFACTURER AND APPROVED BY THE COUNTY. 9. FLEXIBLE COUPLING SHALL BE SLEEVE TYPE. 10. PUMPS SHALL BE: Cl . . Cl . CX) r MANUFACTURER: FLYGT , MODEL: CP-3102 I IMP, 432 , DIA: MM. SPEED: 1700 RPM: DISCHARGE SIZE. 4 IN.: VOLTAGE. 230 HZ.' 60 : PHASE. 3 : H.P.. 5.0 I MIN. SOLID SIZE: 4 IN.: CURVE: N/A. OPERATING CONDITIONS SHALL BE 205 GPM AT 38 FEET TDH. II.ALL HARDWARE IN WET WELL AND VALVE BOX TO BE STAINLESS STEEL. 12. CONTRACTOR MAY INSTALL A lip" TRAP BE TWEEN THE VAL VE V AUL T AND WET WELL AS AN ALTERNATIVE TO THE FLOOR DRAIN SHOWN. v. T ELEV. U ELEV. v ELEV. . ElEV. x ElEV. Y ElEV. Z I PER M~ ACTURES REQUIREMENT PUll' DATA MANUfACTURER. Fl YCT . FL YCT C-3140 UftLLER NO.. 481 ....lNAL SIZE. 6.0 I SPEED: 1750 r DISCHARCE SIZE. 6.0 In. VOlTAGE: 230". 60H. PHASE' 3 HORs[ 14.8 , MIN. SOl.ID SIZE. 21 5 In. OPERATING CONDITIONS SHALL BE 310GPM 7 n. TOH. ' MIN. SHUT Off HEAD 97.0 FT. ' . W Of BEDOING ROCK II TH POlYETHYLENE FILM LINER UNDER ROCK r------ I BLACK VINYL CHAIN LINK FENCE I I I LIMITS OF SITE TO BE DEDICATED TO lINTER SPRINGS _ .r: ~"I T~ OF ~T ~ I TY EASEKNT I ~ CONTROl PANEL __ ~_~_-: --: (SEE DE1TAILS) ,I I t I I W WATER MAIN I VALVE VAULT 6 I IETIELL I I <J I ~. I MIN. Z i: f ~ in I i: _eo::-....=t..~ 1 I , , I t , . _____-.J___ I 10' WIDE ASPHAL T OR CONCRETE - " - - ; . - - "r-=~- ~ ,,\ / , I , / Y V R/W 5' IMIN.) 2 - 6' SWING GATE ---------C/L - ROAD ---------- ---- t-- WATER MAIN li. THI S DIKNSION SHALL BE EQUAL TO THE DEPTH Of THE WET WELL. ENGINEER SHALL PROVIDE A SCALED (I H · 20' MIN.) SITE SPECIFIC DETAIL PUMP STATION S~T.E PLAN Li WINTER SPRINGS . FLORIDA DATt. .' ,~ ".~, >,,: :...,'1'; "!:l t; .., 1 ;".' ~~, , ~':i~ >"'~$<,.i); , '" .':~"';~ " ,.~~: '.' >~ ~,.00;\ ")~; , r ".'{. ',' ';" ' r",; .'., :. "? ":'. ,'..~, , ;+' . ;: ,,' ... !" z o ., j: ~ ,.' '. t; c:; ,~' "...',1" llIC " 'fi '8- ~. ft''',~:' , , , ,:' ,A" t ,~\... ,., . - ,t. ~." :;.., LIFT STATION \ . TUSCAIIILLA PUD COURTNEY SPRINGS APARTMENTS DE$IND ... CHlmo ....' 'i" scA.t. AS .. NOCCT ... ..' .. ....1 .... tuMiU.. ............ . PI.A..... .' .....,..,.. .,...'.0".'.'.1. ~20 SOUTHMACNOLIA AVENUE I ORLANDO; F'LORIOA 32801 ....07-e4~-&120 . F' AJ< 407-e~U~.ae&4 SHEET \ ,'I tD1C ~2 j"l ...... . .. .., I' /. "!'., ,"(. ,',\ ,~" f ' "-:: I r ~ ' ~::r.. I,' .;. ,I; ,. ; ~I' F '*,;,' ~ I '. I "I I 'if . I , I', " t' : ..:...... .". II ~, ' " \- '(. t, ' 1- . ; ~ . ~ ~ .... 11) ~ i ~ ~ ~ ~ ~ ~ '" ~ € Q ~ ~ It) ~ ~ i $ " 01 ~ ~ l m ~ "- ~ DATE POWER DISCOfllECT - 3' GIll VANllED _____ ( PIPE CSCH. 881 ----.:; METER BASE WITH BY-PASS ~ ~ -I--- H/2"MIN. [ ll= MOUNTIN:i BRACkET 1'-' E NCASEO IN ::= ~ I- ClI<CRffE X \ ~ " HOSE BIB -,..:~~ \ ~ - - GAL VANlZEO .c. 1-(' PIPE CAI' ~ (TYP.I ~[ C~TRa.. PANEL ~::I JlKTlON BOXES TO SEAL (f'F COOftOt. IIII ~ PANEL FRlJo1 WETWElL GASES IT\?J .....1--' ~ MOTOR COHDUCT~ .......1--' '7 CONDuIT 2" SCH. ee .......v PYC <SEE NOTE 21 ClJITRa.. COHoon l' 5CH. 81 PVC :". '" - ---J ~,I ~ - SWEEP ElB<lVS L '-25 ()foI MAX. GROlHl RODS (2 EACHl (1'" APART! ~ ~ i ~ 010 . v INCOMING POWER t<<lTESI I. DRAWING 15 SI()WN FOR 231 VOLT POWER SUPPLY. HE LOCATION (f' KTER AN) MAIN POWER DISCONNECT SHAlL BE REVERSED FOR 480 y(l. T SlPPL Y. 2. WHEN TWO (21 SEPARATE C()t()OCTOR-TYPE ~TOR5 ARE USED. CONDUIT SHAlL BE INCREASED TO 3'. 3. POWER StJ>PlY SHAlL BE lHlERGROlHl lJI HE LIFT STATION SITE AN) SHAlL BE 3 PHASE FROM A 3 PHASE SOURCE CRY. PUMP STATION CONTROL PANEL INSULATION DETAIL ~1G.J121 .....TING IIlACkET \ ,~ -- ALARM LIGHT IT r~ POCKE T lIIIaaa 0000 . .. o 0 a a o 0 8 8 I' fi} ~ Q 1::IL GENERATOR ~ ~ ~ ~- RECEPTACLE Iii ]-= 1 - . I elmG' A t3-~ ~ BRACKET ~OOOR LATCH DOOR STOP WITH .!.9l,K f2DN~ /h~ ~ , MOUNTING BRACKETS t<<lTESI I. MER BOX SIZE SHN..L BE A MlNUU4 OF 24''1 X 36"H X 11'0 OR AS APPROVED BY HE COtMTY. 2. FOR STATIONS WITH PlH>>S RATED 2" HP OR GREAttR, MEA BOX SIZE SHALL BE 3I'W x 42"H X II'D AND SHALL HAVE 2 LATCHES ON THE ~ FRONT. 3. ~AWlt(;S SHAll BE REVISED FOR STATllJIS WITH PUMPS RATED GREATER THAN 4' HP AN) SUBMITTED TO THE C~TY FOR APPAOVAI. DUPLEX CONTROL PANEL ENCLOSURE DEAD FRONT LAYOUT ~lG.3lDI BY OE SCRIP TION DATE . . V .110 " . DESCRIPTION OAT! ' 12~1-98 BY @] Fl CT 1,F2, I R4 D R3 o R2 D RI D PM D c=J TS ---~!_-- · 488/121 · . . I F3 F4 I I c::J c::J I L.______J PM ~ RTS o 0 G N ~ ~ LA o F J t(JTESa I. MAIN CIRCUIT TRAHSFIRER REWIRED FOR _ YIl. T SlJIPl Y (k y. (R ~ ceB ~ HSI D (1,1 G o rt:B - I~ bn .el o TTS Eca 238 V 3 PHASE 4 W ~ ___ - lNTEALOCl o~ b .e2 D HS 2 ' D Cl.2 G o I DUPLEX CONTROL PANEL ENCLOSURE SUBPANEL: ,LA YOUr .'" *' ~. ~ rM R rt PM M !IF L HTS rc; TTS t(JTE. BY M M ~f' :nR Sl1IIP . STlUP I w:IIT i lrarM ~ PUMP STATION CGNTAOl PANEL LEGEND ftj, - ,.. OESCRIPTlON & " REVISED PER CHY (f YmTER SPRt4CS , St.8IYTAl. cny OR CCUftv . ...... f'M. ~A. "tit AI.' ' DATE BoWY~:~-8lNGIEION &. ASSOCIATES, INCORPORATED ........... . PI.MI..,.. . ....w.".~ . ..Wl.O....enAI. 520 SOUTH MACNOLIA AVENUE I O~LANOO, F'LOR'OA ~2e01 407-843-!U20 . Y AX 407-64g-8884 + ... .. N ""I~ Q __ -c ,/ ....r / :::.r T Eca: TV" ......-L ..- t,. .( ,I T . I I I L.______ t4l J -r MS_' Il... J " .... .....L. :- ...... _ < .1.... ....,. _ -._ :- r'~ 2- T MS_2 ~~~2 't; - .... t-Q-' ..... -c .....:.L.... : ~......: lit ..... "" -. t--Q-' .... ~ - -cOb- -- - _~rt:IT~ - - - - - - - -.- - - - ill'" 488V t28V I - - <(Jb- - - - -580 VA - - -, : --_______________J I I 111'1 RE A . Vv 00$ " < / "- ( PlW 1 It~1 PIjf) 2 ^ GR _ FI r'\. ~~ ~~ '- .... .... PM ] ~PM :; 8 I c k ElM 008 '" .... MSI 01..1 _ R2 _ G 8 I - Si 8 '" ~ TEST '-' V' REA. *- VV ~ ElM n...' , $ ~h2 ....... PM _ R3 _ 6 8 7 2 J 5~i~ I 6 ~~WBiAG v MS2 R4 Fl 2 At. 1 "" ~ v '-' .- '-' ~~~ ... .... I 2 ~ _ AS_ ... ,.... 4 I _~S _ . 5 '" - ...... 2 '7 _ R5 .... ..... G 8 I F2 - - 120 v - t .& .& .& liT 75 VA eCT lYYYYYl .... 24 V -L. Pl4 .... R!S FR 4 R!S '7 ----~o----- '8 - R3 _ .... ..... 3 I Pl3 R!S FR 3 R!S 5' ----~o----- '6 - .... 2 RI ..... .... .... 4 1 - ~? - Pl2 3 I R!S FR 2 R!S '3 ----~o----- .. RI 2 JT5... YJ JT5... ~ l 4 - '7 3 - '7 '" '" I 3 PlI - - '2 '7 Rt ..... .... 6 8 R!S FR I R!S '1 ----~o----- '2 - "'" '" 2 7 NOTESt I. MAIN CIRCUIT TRANSfOlK:R REllJJRED F~ 48111 y(l. T stJ'Pl Y IN.. Y. DUPLEX CONTROl SCHEMATIC fa. GENERAL ELECTRICAL NOTES Rt I.PRIOR TO PREPARING TECHNICAL SUBMITTAL. REOUEST USE OF PREFFERED 480 VOLT 3 PHASE SERVICE FROM LOCAL UTILITY. IF NOT AVAILABLE. DEVELOP TECHNICAL SUBMITTAL ACCORDING TO AVAILABLE SERVICE VOLTAGE FOR THE PROJECT LOCATIO~S. FOR CONTROLS. STARTERS AND MOTORS. 2.SUBMIT UTILITY APPROVED SITE PLAN DELINEATING THREE PHASE SERVICE SELECTED AND APPROVED BY UTILITY. SPECIFY SIZE AND UNDERGROUND ROUTING OF COPPER SERVICE ENTRY CABLES AND SCHEDULE 40 PVC CONDUIT PER NEe. - . N 3.PANEL SUPPLIER TO PROVIDE MOTOR STARTERS ACCORDING TO PUMP HORSEPOWER REOUIREMENTS LISTED IN LIFT STATION PUMP PL AN . 4.FULL VOLTAGE NON REVERSING START(RS ACCORDING TO HORSE- POWER RATINGS LISTED. OR HIGHER. WILL BE PERMITED. SUBJECT TO WRITTEN UTILITY AUTHORIZATION FOR PROJECT LOCATION. S.CONNECT AND OPERATE LARGER PUMPS WITH TWO WINDINGS PER PHASE. USING REDUCED VOLTAGE. PART WINDING STARTERS. ACCORDING TO STARTER AND PUMP MANUFACTURER'S INSTRUCTIONS. USE OF REDUCED VOLTAGE STARTERS WITH AUTOTRANSFORMER OR MOTORS WITH ONLY A SINGLE WINDING PER PHASE. SUBJECT TO OWNER; ENGINEER REVIEW AND APPROVAL. UPON RECEIPT OF DOCUMENTATION VERIFYING EOUAL PERFORMANCE AND MAINTENANCE COST DATA SUPPORTING THIS SELECTION. 6.CONNECTION DIAGRAMS LISTED ABOVE ARE SCHEMATIC IN NATURE. INTENDED FOR EIT~ER TWO OR THREE PUMP OPERATION. USING A DUPLEX OR TRIPLEX CONTROL. CONTROLLER SUBMITTAL SHALL REFLECT PROPER CONFIGURATION ACCORDING TO DELINEATED LIFT STATION PUMP PLAN AND APPROVED UTILITY VOLTAGE. 1.THE ANTICIPATED VOLTAGE AT THE LI~T STATION SITE IS 480 VOLTS. HOWEVER. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THE VOL T AGE PAl OR TO ORDER I NO THE THE LIFT STAT I ON PUMPS. AND ELECTRICAL PANEL. WINTER SPRINGS UFT STATION DETAILS rUSCM/LLA PUD \ COURrItEY SPRINGS APARTMENTS ~ , .. .. . ' T DEe 2 \99& >, ' DAlt, ' '~ CHEQID , " . . ... lIColII.t 1IO.I:c1 NO: ',1.1 ....' , ~': sHm. 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