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FLD2003-09050 (2) FLD2003-09050 1925 EDGEW A TER TOP FLIGHT ENTERPRISES, INe I r ('l q r-,- ( . ....~. ~, ... c , - .. . : 1 :\ " h '" CLEARWATE'R .' Ff,JJ afT Q ff.i>-?, ^~,DU~~J\Lor r;{t;i;,.", A~V~'\. '~/iir";.tr",#,,.,..qJ,.7p~-.o.Qo. 'I,...~.", "" ~~~_~~ ""~,' \ 1,r::bJ.JtJfJ":;. ~ '" ~ '~~,(--\..rt'~" T ~ 1 ':. ~ C:l, '--"~~" '" ~ :::=...~~ .:',;~..,.....l:l '" n .-.- -..'," ..~1:1 -:. --=-. "'---..\'~'I:, ""*~_.. ,'1.'-'-;' ~~PA~~rli"~~t\~ -<>-<>..."J! g E~'J1~~~ Q.qA.OOD " CITY OF I " LONG RANGE PLANNING DEVELOPMENT REVIEW PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 July 26,2004 Mr. Harry S. Cline, Esq. 625 Court Street, Suite 200 Clearwater, FL 33766 RE: Development Order - Case FLD2003-09050 - 1925 Edgewater Drive Dear Mr. Cline: This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community Development Code. On July 20, 2004, the Community Development Board reviewed your Flexible Development application to permit a reduction in the side (east) setback from 10 feet to 5.85 feet (to pavement) and, an increase of building height from 35 feet to 59 feet from base flood elevation of 13 feet MSL (with height calculated to the midpoint of the roof slope) to construct 62 multi-family residential (attached) units, under the provisions of Section 2-803.B. for the site at 1925 Edgewater Drive. Based on the application and the Staff recommendation, the Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria per Section 2-803.B. 2. The proposal is in compliance with other standards in the Code including the General Applicability Criteria per Section 3-913. 3. The development is compatible with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That the separate site plans be consolidated to one site plan set with one site data table, stating the proposed number of residential units; 2. That the site data table indicate both the maximum and proposed impervious surface ratio; 3. That the site data table state the number of motel rooms existing on site; 4. That a lO-foot Sidewalk, drainage and utility easement along frontage of Edgewater Drive be granted; 5. That a revised landscape plan be submitted satisfactory to Planning staff, prior to building permit issuance; 6. That Open Space, Recreation Land and Recreation Facility impact fees be satisfied prior to the issuance of building perrruts or final plat, whichever occurs first; BRIAN J AUNGST, MAyOR,COMMISSIONJ:R HoY! HN.-IIL10N, VICE MAYOR-COMMI'iSIONJ:R WHITNFY GRAy, Cm\^ll'i~Ior--LR FRANK HIBBARD, COMMISSIONER * Bill JONSON, CO\I~\ISSIOj<;rR "EQUAL EMPLOYMENT AND AFFIRMA"I lYE ACTION EMPlOYER" ~ ,; , July 26, 2004 Harry Cline, Esq., Page Two 7. That a tree preservation plan be provided prior to building permit issuance; 8. That Plan Sheets 2, 3,4, LA-2, and A-I be revised (to the satisfaction of Planning staft) to be consistent with Sheet LA-l and the tree preservation plan in showing trees on site, prior to building permit issuance; 9. That all Fire Department requirements be addressed prior to building permit issuance; 10. That a vacation of alley and/or easements be completed prior to issuance of a building permit; 11. That the installation of sanitary sewer main be completed prior to issuance of a building permit; 12. That a copy of the SWFWMD permit be provided prior to building permit; 13. That all right-of-way permits be obtained prior to issuance of a building permit; 14. That a sediment and erosion control prevention plan be submitted prior to any demolition and building permits; 15. That Traffic hnpact Fees be determined and paid prior to Certificate of Occupancy issuance; 16. That a Condominium plat be recorded prior to issuance of the first Certificate of Occupancy; 17. That all proposed utilities (from the right-of-way to the proposed buildings) be placed underground and installation of conduit(s) along the entire length of the site's street frontage be completed prior to the issuance of the first certificate of occupancy; and 18. That all signage meet Code, consist of channel letters for any attached signs, and be architecturally integrated to the design of the building and site. Freestanding signage will need to meet code and be monument-style in design. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by July 20, 2005). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the Community Development Board meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the final determination of the case. The appeal period for your case expires on August 3, 2004. ~ " /' ~ ,; July 26, 2004 Harry Cline, Esq., Page Three If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner Ill, at 727-562-4836. You can access zoning information for parcels within the City through our website: www.clearwater-fl.com. Cynthia H. Tarapani, AICP Planning Director S. \Plannmg Department\C D B\FLEXIlnactlve or Fmlshed AppllcatlOns\Edgewater 1925 Top Fltght Development (T) - Approved\Edgewater 1925 Development OrderJuly 26, 2004 doc ~ ~ ~ ~ ~ ~ GRAPHIC SCALE ~ 30 I ( IN FEET ) 1 inch = 30 ft. 60 Ii 96 ,Z, Flood Certification: This Parcel lies within Flood Zone "VE c? AE" according to Flood Insurance Rote Mop No. 125096 106 G, Doted, Revised 9/03/03 City of Clearwater, Florida ,:;.:;:; BASE FLOOD ELEVA TION = VE 13.0 / AE 13. 0 & 12. 0 (NA VD 88) i " ~ ~. ZO N05.7'06"E_ 8, .03 ..." .~.,. It) ~;:1' ... . .1 ~. 1~ FLOOD ZONE VE Elevation 13. 0 (NA VD 88) FLOOD ZONE AE Elevation 13. 0 (NA VD 88) FLOOD ZONE AE Elevation 12.0 (NA VD 88) ?" 6. 8.0' 6.81 ?6'J 6.66 1,,9 1.:;9 09 :;1 6.,9 Fnd 5/8" I.R, No I,D. N89-56'04"E 1,9 6"Z I ~---+-- I I e,Jo 17.08' 1.Z:; 1.6:; 9:; S ~ j 6.:;:; i" .~. :...........:..: .,...:.:..'..<!~'...~:..,,::~: ,'...',.: :,,'" ....'IObI't.,.~~ClI<.:::, .. .', ':'. {';r..:':" \..' l~ :: ~., ~" ." ~"',f \":f:Y. I" ....,:. . 't' " .. '.' LOT CONC POOl. I") co tC I") 1,11 2 SlY MAS MOTEL BLDG OVERHANG ('M') !wETAl STAIRS I I 1 CONC ,~~ I 1 __________-.J 9~C 9.,,1 LOT 1.1~ ,'J.1 I 66 1. I 1 1 I 9,96 :-- BLD(, I OVERHANG ('M') 1 I I I I I .I .~ o 1 2 \ o I P --1 6,,1 I I............... BLDG OVERHANG I ('M') ....1 t 1 , 1 SlY MAS MOTEl ~~.~ i . .......; ...... ONC ...d' .. ~"" I .~;.. .~ 60'(P) tcI"IO" I : - ,,~ 15'(C) : S89-47'.j2"W 6.35 ~.". BLDG OVERHANG (lYP) 7,~O.:j' 1 SlY MAS AND WOOD FRAME GARAGE/WORKSHOP !lie 45'(C) .. I I ,0) SUBJE~T PROPERTY 60429 SQ FT MOL 1.387 ACRES MOL I .. Ir I Ir ,o"~ ~ ,o~ CJ-I ,0," ". ......... ,c." 0> It) 6 LOT 7 ,().' 0:: C/) I i .... z w ~ < ~ ,0'>' ~ ~ <( z a:: tv ~......... I.L. -J(I) <(IJ.J a )-cr <(~ ~ :z:~ Q,,- 0:: :z: ~ w en ::i ~ <( 3: LU o a LU .' ... N (JI :--J r ",,~ ..!> C'C ~. ... ~ .eo. 10 ~ . 'tV) ,", .. . ..... : >::~:i-~\ , . "';' .. ,,~ , .<.~::...'" t' .: ',Q. . .~.'. o',~:: ~~, '. l. . '. .'.. . . .. . ~. LOT 4 NOT INCLUDEDcONC ~" ~,' ,,!1> t .....'" ~'I' 1'. 16,,0 I ~ ." 1~ ~., ~, fII' .. 1''''1. 1~ E 3,00' Fnd 5/8.L?~, 4 CNR 1.0. .. S88'21 '29"E(O)ll Ir '~:I"'~...~' 1!>" ~..'l. _....u. <!> 3.t7'Il. o.m'W) , .' .f 4> '. ... ~ '-" ....:>'1- S '}."\ ..:..... .~ol~~ . .~I~I 15'(C) . CJ-I ...,t>' _ 99:(P~ .,!>' . ~' . 307,81'(0) i /~~""'N s) / .,' /' ." ~ U 1.3 S , . POI N T ",,0 R 0 A 0 ( C~ R .,. 15 4 ).~ !. ...~"'> AS'HAl T ROAll .!f' .' ., .!1> ," .. (I/C 7.4' N) IV' rIG" _ _ S88021'29"E(F) 134.06'(F) - - 6 .~ 4,5'(C) (I/C 7,'" N) IT II 0.2' 'tV) ,.. 15'(C) .~ ~ - !:. u... <:> '""' 1.'C! 'C~ ~ ::-' lD OIl') ,.,- ,10 LOT LOT ., Ir .,. Ir tr r;:- ~ 1Il 7 LOT l' .. 5 LOT SUBJECT PROPERTY 5901 SO FT MOL 0.135 ACRES MOL W 15,00' LOT 8 ~, \..:!> L2 ,- LOT 4 L1 eRE E (S[A~ ~~.o.rf 'tV) .~ OONC F'OO1IR 't5 5 T E E NL7S o N 2 ,0' 8 1 +-olW ,,'l. .. .~ ." K T ~ '" <Xl ~I N I 8 6.,,0 p,,Z6 9" O,Z6 0,,9 84.97 Fnd 4.4 CM Top Broken LOT Fnd 4.4 CM No I,D, LOT LOT (J) o o ~ ~0.6Z . IT1 3 - ~ ~ o )" -..,J ,0. 9 o p, R. M. C, FND UP CONC CLF P.O.B, C.B. R/W SRD C,A. WIA LEGEND CM PP OEP IR R /R SPK N '" 0 1.0, CNR W,F, LP RAD CHD D.O.T, GW UV DESCRIPTlON PLAT DATA RECORDED DATA MEASURED CALCULATED FOUND UllUlY POLE CONCRETE CHAIN LINK FENCE POINT OF BEGINNING CHORD BEARING RIGHT-OF-WAY STATE ROAD DEPARTMENT CENlRAL ANGLE WATER METER 9 SECTION 3 TOWNSHIP 29 SOUTH RANGE 15 EAST THE SURVEY AS DEPICTED HEREON IS NOT COVERED BY PROFESSIONAL LIABILITY INSURANCE BOUNDARY SURVEY ~oo DESCRIPTION: LOTS 1, 2 AND THE WEST 34 FEET OF LOT 3 OF SUNNYDALE SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 31, PAGE 12 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE WESTERLY 17.08 FEET OF LOT 1, MORE PARTICULARLY DESCRIBED AS FOLLOWS: 6.91 BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1, THENCE RUN EAST ALONG THE NORTHERN BOUNDARY THEREOF A DISTANCE OF 17,08 FEET: THENCE SOUTHWESTERLY AND PARALLEL TO THE WESTERLY BOUNDARY OF SAID LOT TO THE INTERSECTION WITH ITS SOUTH BOUNDARY AT A POINT WHICH IS 17.08 FEET DISTANCE FROM THE SOUTHWEST CORNER OF SAID LOT; THENCE WEST ALONG THE SOUTH BOUNDARY OF SAID LOT A DISTANCE OF 17.08 FEET TO THE SOUTHWEST CORNER OF SAID LOT: THENCE NORTHEASTERLY ALONG THE WESTERLY BOUNDARY OF SAID LOT TO THE POINT OF BEGINNING. AND O?? , ' ,0,1" L01S 2, 3, THE EAST THREE FEET OF LOT 4, BLOCK At LYING NORTH OF SUNSET POINT ROAD, LOT 5, BLOCK A, LYING NORTH OF SUNSET POINT ROAD: LOTS 6, 7, TOGETHER WITH THE WEST 15 FEET OF LOT 8, SUNSET POINT SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 58 AND PLAT BOOK 4t PAGE 56, PUBLIC RECORDS OF PINELLAS COUNTYt FLORIDA. ?'O ,0, GENERAL NOTES: This survey has been prepared without the benefit of Title Commitment Sub ject to additional easements, restrictions or other matters affecting the subject property, recorded in the Public Records of this County, not shown hereon, Bearings shown hereon are reference to the Description. No under ground improvements have been located or shown hereon. The description shown hereon has been provided by the client. This survey is for the sole use of those listed in the certification as shown hereon, any use by any others than listed is at their sole risk of any liablity matters incured by the re-use of this survey. This survey is non--transferable and is void if used by others, The improvements as shown hereon were located by others. This survey has ~)een prepared from a field boundary survey and the improvements have been digitally tranfered and laid over the boundary survey shown. Elevl)tions shown hereon are NGVD 29 datum. The Flood Zone lines as shown hereon are approximate as shown the revised FEMA maps dated September 3, 2003, and are based on NA VD 88 datum. BOU\lDARY NOTICE: The boundary as depicted hereon has been established by a field survey of existing monumentation and the description as provided, The boundary position shown is, in the best of my knowledge and belief, in my opinion, the location based on the abovementioned data. CONCRETE MONUMENT PINCH PIPE OPEN END PIPE IRON ROD RAILROAD SPIKE NAIL ole DISK CORNER IDENllFICA TION COULD NOT READ 1.0, WOOD FENCE LIGHT POLE RADIUS CHORD DISTANCE DEPARTMENT OF lRANSPORTA TlON UTlLllY POLE GUY WIRE UTlLllY VALVE PREPARED FOR: Dan Dennehy Top Flight Developmentt L.L.C. DATE OF SURVEY: 9/08/03 BOUNDARY SURVEY DATE OF REVISION: 12/21/03 ADD IMPROVEMENTS OVERLAY Sur,eyor's Certification: ~~ /I ( - .' . " . ,- I he-eby certify that this Survey has been prepared under my direct supt:rvision and meets the minimum requirements as set forth by the Board Of Professional land Surveyor's in Chapter 61G17-6 of t'1e Florida Administrative Codes, pursuant to Section 472.027 Florida Statutes. r; r -I i . /" I I ' (/' i ~ .: 0, I U [i! j l_ j~; 5 i CQ:~ 2 I r" P.l,S, # 4821 Inc. LB # 6492 Not Valid unless embossed wit signing Surveyor'S Seal mlE- T. CAUDELL !lWJASSOCIATES, INC. ...."'.... " , ~..'. .":. !..:...- 2321 PIN OAK LANE EAST CLEARWA lER, FLORIDA 33759 (727) 799-9778 J03031 I- I I I I I : I I I I I I / / 1./ " " I " " / / I / / . " " I " " I / / ~ / / . r-~ " " " " / / / / . " " " " - - --Ln -= - - - 411 -+-- [f-Tl-11---t--t-r- -+- - I L_-r - I r-+- - t-ttt-j- = -- _ _LJ_ttl E 10 .s:::. ~ Cl '2.' ~ o - o M ~ ~ o N ~ - - Ln cii :;: -0 -i 9 ....... - I Ln t; 2 ~ w (/) ~ I l.-' Cl ....J a:l -:::; ~ ~ a:l ~ (/) 6' HIGH DECORATIVE WALL ADJACENT TO PARKING AREA 1-+11= ~ ---t- ----- i -+---b.L /+" /+" /+" /+" t+~_ / " / " / " / " --1-- - / " -~ / " ~ " -- / " / " / " / " ---- ------ ----- +--- - I -l- --' - ,: -------, - - ~- I -1-- ~l- - I I ----- --.... j-- --:- --r If "" "'- I " "'- " / \ I I \ -1<1-l1 / ~-- - / I \ i-f- -- / I \ -l'+ I I ,: \ I I I \ 1 I -t-- \ I \ I I r-- \ / \ / \ I / ~ I / ~ ii / ./ ........ I I ( I '1 / / \ / "- ./ --.... .-/ -- ....... .-/ "" ------ ------ "- I- / " I ..-.. ........ / \ ........ /~ . I \ +- \ I I I \ i I ----. v---l \ I ./ I 0 \ I I \ -- +- I I I - I I I / \ \ ~ " / \ / I "--~ / I --- --\ \ III \ / " / ./ I \ / "- / "'- / "" .-/ .-/ ------ ---- "" ----- --- ------ - - ----- AUDE SHAND& WILLIAMS AlA . ARCHITECTURE, PLANNING, INTERIOR ARCHITECTURE FL CORP. AAOO02587 19353 U.S. HWY. 19 N. SUITE 101 CLEARWATER, FLORIDA 33764 TEL: 727-535-4585 FAX: 727-539-0099 WEB: WWW.AUDESHAND.COM . I . ...-' . .- ~ " . : /'t~: ;~ . ' ~ . ' " I . . . ('~< 01 to _ "'- _.': , ' . ~ ' . ~ ' .". ''') .. (:i "," ....f6".~..$ac. ~\:' ;: , ! ~ ~ \ 'q .: . '. - -'. Robert t. 'Ah'de, AlA U --J Q) --J of..-J U c e Q) Q) E u Q.. I 0 cJ) - Q) Q) lJ > ~ Q) Q) 0 > ro - E of..-J ~ U u.J ::::J ..r=.o ~ 0.0 0 ....J e- .- ~ C - Q)- U- of..-JU- I e_ Q.. ro '- E o $ OJ CJ) 0 I- Q) ~ <( u >--~$ c CO UJ ~ ro 0 U lJj Q) u.J Q)N- U Q..~U I 0 ~ +-' - e_ Q) l- e > :J Q) 0 sg of..-J U Q) .-- <( 0 ~ 0.... <( ~~ D ------ "" "'- \ \ \ \ \ I / / / ./ / .-/ POOL / / / / / I \ \ \ ---- \- \ "-. ~~~ ~oo o 0 ---- CLUB ROOM ~ 1 I : I I I .-/ IIIII~", "- \ \ \ \ \ \ \ I I I I / I / / ~// ........ / / / / / / / 1925 Edgewater Drive Clearwater, Florida I ~i I + i I i- I I I I I ~-- The Ashleigh EXISTING OAK TREES o \ \ \ ----- ....... ---- PRINT DATE: 5-17-04 GO 0 8' 16' 32' ISSUED FOR: .... l D.R.C. 12-24-03 C.D.B. 2-5-04 C.D.B. 5-17-04 ---- SCALE: DRAWN BY: M.T.L. CHECKED BY: R.A. PROJECT NUMBER: 03-042 @ Copyright Aude, Shand & Williams Inc. AlA All Rights Reserved - 6' SOLID MASONRY WALL. GRADE BEAMS WILL BRIDGE ROOTS OF EXISTING TREES. .-/ ",-I /' / / / I I \ \ \ " ""--------r.-/ 9 ....... - , Ln ~ W ~ ---- (/) 8 z o U ::I: C) ..... W ....J I (/) ~ ~ . FLOOR PLAN, GROUND LEVEL / / ---j I / . GARAGE PARKING . PUBLIC LOBBIES . POOL DECK . AUTOMOBILE ENTRANCE COURT \ I I I I / / / / I o --- 1 ~ ----------- "" "'- \ \ \ \ \ \ \ I I I I I I A-2 \ \ I I . ELEVATION OF PUBLIC LOBBY SPACES AT 121-0" MSL ALL OTHER EQUIPMENT & STORAGE AREAS, THIS LEVEL SHALL MAINTAIN FIN. FLOOR ELEV. AT ELEV. 131. / ./ ........ I I '" "" "- .....-- ---- -- --- --- --- --- --- --- --- 1+-. l.~ ~~P= t~- IT ~~- ,-- I --=.:1 I / ~J.. ~ r 'r L PROFILE OF ADJACENT COMMERCIAL BUILDING o SOUTH ELEVATION tftj ~ :~~ ~.--. ....v ~ . l~ l . ~^.A, ....- - I ""'""-'f ......". ~.-." ^ ~ .A.~ "^" 8' 16' 32' , . , - ~ .... . ~ ~- ~- 1_-..1 F\}Q( r\_ . . . . . ,..~ / .. ./"\ I-.rJ 'n V 'A I"f ~ . ROOF MIOl'OINT ---R IT II o , W:.: o 0 - ,....r/~~^ 4 .~ .~ fI'.' (~_ ~ '. ) 3 ~~=~ l 2 _;;_7) ( 1 I~ ~ ^ ~ ^,...~~-J ~ ~ '- "':;w v'" - L... _ --< " . BAS L. ELEV. 13'-0" MSL . , r V \^ r--.,Il ,,-,,J"../ ~ ..... ,~ ~ AUDE SHAND & WilliAMS AlA . ARCHITECTIJRE, PLANNING, ThITE~ORARCHITECTIJRE FL CORP. AAOOO2587 19353 U.S. HWY. 19 N. SUITE 101 CLEARWATER, FLORIDA 33764 TEL: 727-535-4585 FAX: 727-539-0099 WEB: WWW.AUDESHAND.COM . ~.'" ','. ". oJ --; ; ~~ " ". . ,. . ~ , ') ,.". . ~:~ ..:: ('c ,',. ;. ,. .. ./ '\l' ~."..'~Olf'f'c.. I , ." Robei-t'J; Aude:'AIA I lJ U --l (J) --l U C (J) -0 - CJ) (J) ~ E ::J -- C ~ UJ ....J I Cf) <( E o -0 c o U -- 59'-0" UJ I~ I-~ sg <( ra. V ..... c Q.) E Cl.. o Q.) > Q.) o Q.) > ~ ..... s....-o -soOs.... s.... 0 u.. Q.) u.. ..... -. ro .... 0- ~ Q) ~ Q.) ~ ~~~ CO u.J s.... ~ -0 L.f) Q.) Q.)N- Cl..Q"')U o ~ Q.) > Q.) o ..... u Q.) . ---- o s.... 0.. <( The Ashleigh 1925 Edgewater Drive Clearwater, Florida PRINT DATE: ISSUED FOR: SCALE: DRAWN BY: M.T.L. CHECKED BY: R.A. PROJECT NUMBER: 03-042 @ Copyright Aude, Shand & Williams Inc. AlA All Rights Reserved SOUTH ELEV ATION A-3 ..<T -,- !'-.... I I U~ I -\ _i~ I) I~ D il ',~ -i ~ L i~ Jl _ ~~\ ,,\ 'Y~.. ).. ~ ~ ..~ ~\ \ \'/. Tn.., '"~, VJ1 ~/:; ~ '\ V Vi ~,,\\\ lI'rM-j~~~' \,~ 'J'?} f, ~f\ ~r~\ 1/J,17~~~~.\ JJ';'/.~' ....:::: ..... -.......; ~ \" IV' v ~....... .\ ~ ~ ~ 11/ r ~ - ~ ~ .............:a.,. /// ......~ y r :y / ~ ~ '\ ,\16 Y f P ~:::: 1,-_ ~... -............ ~ P' ~ ./ /-="" ~ \ r/ r-.l.~ ~ ~ ~ & '\ Y / ~ " , ~ ~ ~ ~1 ~....... ......- !1_. ~. ~~~/jlj~.D'~~~~~" ~I~~~'~v )f{~,\ .40 '~<=~ : ~ ~ ~-............ - v- V ~ """'......... 0: ~ ,0:;..-' ~ . --......~ .J' ............ t-- ~ ~,........... · . ....-tI--..J9~ -'----~~ ~~ ~~~--_,~I- '~,- i I ~ ~ ,...- ~ ~ ,- '-"'V '""\.; I""~ /L./ v _fI.,.....I J/ V' I'" '"" U ...... y'" -",,'" ) ~ ,.., ~- .:/ ....."" ...... IJ-- ~'L.I J?fL - -~ f( La A.A. _I ~ ^ A .... A "- .A.r~ _ - Jl'-.. ~.A_/t _-~ t-'"tA ~_ A.J'-'>{J'../V v. lr.v~i~/1_n.. '~I .-1.1.:.. "S-'V~. r\I' [] I . '" '~~~, · ~ 'L~)~~'- I~ ~ ''/' "LN_ ~ t-..~\~,) l//~~/ .,~ ~~"~.1 r /;i? ~ ~ - ~ .y '/ . ~ ~. ,I' __ --....;...:; Q ~ . -.-......... ~ ~ itc--m G~ o 8' 16' 32' WEST ELEVATION tftj ROOF MIDPOINT BASE FL. ELEV. 13'-0" MSL AUDE SHAND& WilliAMS AlA . ARCHITECTURE, PLANNING, INTERIOR ARCHITECTURE FL CORP. AAOOO2587 19353 u.s. HWY. 19 N. SUITE 101 CLEARWATER, FLORIDA 33764 TEL: 727-535-4585 FAX: 727-539-0099 WEB: WWW.AUDESHAND.COM "..........,\" -' . . 8 r'- o . -; " " ' . .. \. C~.' (,' ~. ~ . I' .0 .O....once , . . - \ " \ , ~ . Robert J. Aliae; AIA ~ 59'-0" U --J Q) --J ~ U c C 0) Q) E u Q.. I 0 cJ) - Q) 0) LJ > ~ 0) 0) E 0 > ('ij - ~ ~ "'0 L.U ::J ..r:.o ~ b.O 0 --J -- ~ C 0) - L.I- L.I- I ~ -- Q..('ij E .... o $ ~ 0) t/) 0 I-- 0) ~ >-~~ <( u C ro UJ ~ ('ij 0 "'0 L.f') 0) L.U O)N- U Q..O"lU I 0 -r-- ~ - -- 0) r- c > :) 0) 0 ~I <( 0 ~ 0- <( R 4 3 2 lilt. V The Ashleigh 1925 Edgewater Drive Clearwater, Florida PRINT DATE: ISSUED FOR: SCALE: DRAWN BY: M.T.L. CHECKED BY: R.A. PROJECT NUMBER: 03-042 @ Copyright Aude, Shand & Williams Inc. AlA All Rights Reserved WEST ELEV ATION A-4 1 ~' ~ ~I 1 D~= ~~1~1 oJ "-~ ~ ' ;is ~ \\ \] ~ ~VI I ~~ "'~ -~ ...;~ ~ 'i~ ~ 1L 1U 'T""P l\.."..., .... NORTH ELEVATION .,... T _Ioc ~ I' I I I 1 . L ~ ~ ~ '1/' ~- ~I ~ ~~ ~""""'/.1 ~ .."'~ -... . /~ ~~ J1'-'- I~ ~. - --<.... ......... b\ . ~ p' o.:;ow" . . f" ~ ..-LA N a.. I , ~..... L ~L~~~ fIt Vl~ t. N \' '/l/r,v_/7~ "I - to 7'~ \ · ~ "7 ~ "- ~_~~ u~ ~ Q ~ Jlr' ..., ~ ~- ;:'"'Y G ~ ( ~1 ~~- ~ ~I "' -- ) ~ -~ o 8' 16' 32' tFt=j v · ~ ~ J ~! '.. // _,I~ ~~_ I~ - """"i-- ~~?~ ~.~:t~1 · ~-e~H1 - ~ ,~~ I "" -n-.... T "'l'-.. " .......... in- :r : I \ I I :;::::= =;== -~ = AUDE SHAND & WilliAMS AlA . ARCIDTECTURE PLANNIN INTERIOR ARCHITEC~' FL CORP. AAOOO2587 ~~~3 U.S. HWY. 19 N. SUITE 101 ARWATER, FLORIDA 33764 TE~~:-535-4585 FAX: 727-539-0099 . WWW.AUDESHAND.COM / , , , . ,- " ,I.J/ . . . . . . . . ' . . . 1 I ~" ), . . . - Robert i Aude, 'AIA U --I Q) --I U +oJ C C Q) Q) E I u Q.. -- 0 CJ) Q) Q) lJ > ~ Q) Q) - E 0 > UJ +oJ .- ~ lo--a ::J .r:. 0 .- --I b.() lo- -- lo- 0 I c u.. 2u.. -- E Q.. ~ .... ROOF MIDPOINT CJ) o $ l0- a ~ Q) 2 ~ 59'-0" <( U >- b.() ~ - C co -a $ R UJ lo- UJ a -a If) ~ U Q)N~ I Q..Q")U 4 -+-oJ 0 ~ - -- Q) ~ c > :J Q) -- 0 3 ~ +oJ U Q) . ---- <( 0 2 lo- 0.. <( BASE Fl. ElEV. 13'-0" MSL ~ The Ashleigh 1925 Edgewater Drive Clearwater, Florida PRINT DATE: ISSUED FOR: SCALE: DRAWN BY: CHECKED BY: PROJECT NUMBER: @ Copyright Aude, Shand & Williams Inc. AlA All Rights Reserved M.T,L. R.A. 03-042 NORTH ELEVATION A-5 /' 1 ~ 11Lft.~ ~ . h ~ -/ .~~~ 'I , ~ ~~ i\\ \ 1~':' :y;,,~~ ~ \ · ~;,.. F~ · ~ ~:\ \ ~ r /.L; ."",--~~ '. · / II ~~~~ I.. 1--_ - 'L~) "'J)/~ ~~ ~~~~, .::- ~~ \~lf~~~~\'lf~/..:Xt;7/~~ 1r1'(;J! 'n (;JI:~ o~nWL~~'~~~~'j~~,.Vff;~ .~.. -- ~'flt.-... ~ ~.....-.. ~ ~ 1?0o.... ~ LI-' ./ ~ ,. I .. .-j[,; ~I/' -.'" .... rSJ:. f?j- ~ .t.""::-.... ~~l'-~ ~VI~ ~;o:.~- '?' ~ /' ,-' 7~ \\\h'III/;11 I ,"\'iAr/,~/:'-~I{\IUJI/)/~"'" 1\ -/ '-.L J 1/: ~, _---=~ "" /~.. :s1.>:: /' '"..02;.. ~~\"/~Y'~l~\IIh~/,~~ll;Yfl:;,~~'./'::Z:::--';-~~~ '- '~ ~,- ~~~_.. .... -~~~~~'''~'~'~m~'-- ~ ~ ...::... I~_",,~ -:::~ .J'~~ iACm~~ I I~~\ ~ ~1 \.\' ,In. ....UJ..J UlH'l w; ~ ".. '~~ . r l~~. ...k.,"LJ.~ I \' -" ~ A ""- ,. "1IIl'J.' r- ~ \.-Ulr'''''~IL UJll liliA ~J'iA1J.J. - L- \. ,....,J1.._ ~ .(\ .'"'1-'>.... ~ AI \:~ "2.' A _...rF-:J ~ (~~~ lA .J# r', r, . \ ru '-I L-- .. \.!A...L -Ll11nI n ~ ~.. o 0'1 o 8' 16' 32' EAST ELEVATION tftj ,.. , . . r/ .J '/, /r 7'JI/. 7J'rg~ y/Y! V /-'-- iiiI1i r .~ J~"~ ,1 ~/r~ 'j/l! ~ V '/'" ~ ~ ..............::::: ~._~ 1-; ___ ~ , --. 111= III ~L-'~IIIII ~ .1:\ (\, ..Jboo":~ ROOF MIDPOINT BASE Fl. ELEV. 13'-0" MSL AUDE SHAND & WilliAMS AlA . ARCHITECTURE, PLANNING, INTERIOR ARCHITECTURE FL CORP. AAOOO2587 19353 U.S. HWY. 19 N. SUITE 101 CLEARWATER, FLORIDA 33764 TEL: 727-535-4585 FAX: 727-539-0099 WEB: WWW.AUDESHAND.COM ~ " ','" ~ " \. \ , \ , , ", o --< ' . !1/ .... I) r.... ;:., .0 .',j ~ .. ~/', . . /'~- f, . . . . . . ... I ... '; . Robert 'J: 'Aud~:'AIA I lJ U -.J Q) -.J U C Q) U - tJ) CJ.) ~ E ::J -- C 0- 59'-0" UJ --J I CJ) <( UJ I I- c :) o ~ <( -- R E o u c o U 4 ~ 3 2 r'"l. V ..., C (J) E Q.. o (J) > (J) (J) o .> ~ ..., 1- "'0 -&,01- 1- 0 u.. (J) u.. ..., g- ~ 03' I- (J) ..., ~~~ CO LU 1- ~ "'0 If) (J) (J)N- Q..O")U o ~ (J) > (J) o ..., U (J) --- o 1- 0- <( The Ashleigh 1925 Edgewater Drive Clearwater, Florida PRINT DATE: ISSUED FOR: SCALE: DRAWN BY: M.T.L. CHECKED BY: R.A. PROJECT NUMBER: 03-042 @ Copyright Aude, Shand & Williams Inc. AIA All Rights Reserved EAST ELEVATION A-6 - ,.-' ( / - ( J (' I ~---.,/'~~ I I ----/-- f------ I I I I AUDE SHAND&: WlLUAMS AlA . - ---r-- lit en - ( .CJIIi ~ ..I 0 iii / ..I-a: '-Ci I- --:t;::c/~::::-- ..I CJ )-..IZ a:-- z.~ 0(1)- (I)~>< Cclli 2 LUlL Qmo -11I0 ..101- ~CO . a:O <DCJa: IV ) -""~---~ ) ---\ "" // ~~._/ , \ \ I 1 I / / / / ,/ 48 16~, I \ / L_. -" / \ ", l, - \ I -"'~\ , /~( 47 i/ 22" f- I \',~// I ) I -" ,r-'" / \ '-----~/ / '- / , / ..........--.-----' MATCH LINE A-A SUNNYDALE DRIVE ----- - ~-- -.--------------~--- . ( 1 t-f- t--t- 76 nl-f---~ ~ Xiii f- }'o...A J<o- 11" l' --- ---.~- --~----- -~---_.~ --- 73 ~12" .~~" '~::::-~, '~,,:, 83 82 ~~ ~ }'o...A 1?" 14" 78 77 ~~ ~ ~ 1 ~" 1 ')" I f SlHSET PONr ROAD \ ~~ \\ f-l- l- .II ' ~ II i +- /---------- ------ ------ ----- - '; \ 1-- -- ~4 // ...----/ _ _______ _ i: > - -ij ~ - -- /// ///-----~'--~- ~;" - =~~-------...----/-- --. --- .- - - ///------""" i! (. 2 (~( / _., /. .. _) i I : ii\ -- ----------.-+ , - ~-~-~-~-~~- _J____~ ) 1/ 1-1- - ---l- / " /" /" / " j II "I ,- ------II~ - II / y-- -T ~-r - -~, II .~ --11-/ .. --- .----'; '1/ - ---- ',- -. II 1/ - - - - - .i~ II r I' \ /I! I ", II I ( 1'1 I \- )/ '- k~ / 11 I I I / I I I : I 54 I i I 51 ~ \ J' 50 ~ -- 1 il 5/ /~ -, I i 1T111 I) \ ( I l' ~~~~). I .I,//-t~v'r. ~1-~!~~'iJ 7 /-11- I A ! I ! ...., // /--r- - I /! J' L' i I ( --J~ U~- - '~~ L_II - 56 .: .~k::=V 1\ \ I - -+--- -+\ \ / \ v -'," ~!- -+~+- --- +- .J__.! I /\ , /\ __ a.:>.' I ;1 I ~~\ _ \ --+~-- -4 I I ~t--1- ',I:;" I ! u -- _ '---+= --1--.-1 _ / I I I I, L')\~-J ~ ~ _ _ , / \ / ~y / · ......." L//~ , ~ v - ''Y-~,----^,____ /\ . \... , / -4~ 'V-' 4t 43 .-~ ~5-"/'"\~, I \ I / / / .".-'" ...........----..- f- I I '85 84 i@ / ~ 81 80 ~///' --==- -----~.. ~'__ I / ---~~~~ _ _ ~ / - x:::l(--" ~ -----. ---_____ 12" 1" / --~---_ -________. 1,..," ,,/ '-, --_ I y. '. . T:i:~ / _________. '\ ' / // '. ------.- -, - --- --~--19 l \ I / 6" --~ i II ' ,/- ------ ---=___--=~- .. --~) / /....---- / ,/ A , I ( ( ----l ~ "- 1 6465 6~ 68 ~ 1" -12 ~~l I I I i I I I - ..,.... - , '~1 L. L' T ( 1/_ '.. I 37" \ @15~ '- / _/ ARCHITECTURE, PLANNING, INTERIOR ARCHITECTURE FL CORP. AAOOO2587 /3'8" ( @ , 16" / ,_/ l/i9" \ @18) ~_Q- T /40 " ( @ 16" ,I ~ / \ I\.../ - , I I I I I i I ) 19353 U.S. HWY. 19 N. SUITE 101 CLEARWATER, FLORIDA 33764 TEL: 727-535-4585 FAX: 727-539-0099 WEB: WWW.AUDESHAND.COM GRADE BREAK _ _ ----..r- --.r- --..., I ~---- - ~ y ~-V--~- l ~rml m_- . -- -- r-- -- ~----I~- -----r--- I 71 I L! \~/ir12~ . 11" .J ---- I i-I .J I ! --: ---I--------i-' r-r-T--i i i I I ill I,~ : l~ i I ~ j I I I ! I ! I I I I I I ! I I I I 631 ~~" I I I I I I II "" '" "" "" 1- . - ~ . ~ /""...---- . - ~ / /"" ..---' ,.,., /"". . - ". ~ ~ S ----- . . -- -- ,.- -------~. . ----- . -- .-' -- .--' ----. --- . -- . = '. ___ . ~H~E', __ ___' ELEV 1.27 .-. ANDER50N-LE5NIAK A550CIATE5 LTD., INC. LAND5CAPE ARCHITECT5 . LAND PLANNERS 492 I 50UTH WE5T5HORE BOULEVARD TAMPA, FLORIDA 33G I I (8 I 3) 83 I -9595 FAX 83 I -5485 .-' -' -' - . -' -' -' - . -' ---- . -' - . ~--~~- CONC, Be WOOD -'D~ . ---.- - --'-- 12" 58 ~11" j ~ I ~ r ..J . N 1= L. Alyson Utter/.>:::('r'" "'.oJ.) :'>: y? \' k"\" h~ . l' 1:", r~ . ..' " j tt ~~~;;J ;,~,i i. . / " o N ._~ s1A~~//) ~----L.L.LJ '1 I I _I~ lX.V I_L _I X lfy1 ~i 60 9:_ ! .. 1= ----~ I I I ..1_ IJ \ v I i 59 1~9" 1// . 62 ~ " ~1 , +- 1 EXISTING TREE LEGEND I--r-- U -J G.> -J V c: G.> -0 -- C/J G.> ~ . II '---------- a) I )- i~ .L I ,-- ---- 1... - -,. I 1-- LC PC PH QV PA SP SR JM LIVISTONIA CHINENSIS PRUNUSCAROLlNIANA PHOENIX CANARIENSIS QUERCUS VIRGINIANA PERSEA AMERICANA SABAL PALMETTO SY AGRUS ROMANZOFFIANA JACARANDA MIMOSIFOLIA CHINESE FAN PALM CHERRY LAUREL CANARY ISLAND DATE PALM LIVE OAK AVOCADO CABBAGE PALM QUEEN PALM JACARANDA TREE _./\,J .. I I I I I I--f- - +"' C 4> E 0. o - 4) > 4> Q 4> +"'.~ CO ,.. L- ~ ~ 0 .C .- 0 - L- Ll.4>LI: o.+"' o CO L- .- ~ ~ >-~CO ~ ~ ~ CO -0 It) 4> 4) N 0 0.0\ 0.... Q) > 4> o , __J i I ! I . . ---+--- I I I ~ - I , . . . - -- --~- 29 30f 11"~12 ~ - -+ ' I J" } i-X '= 10" : 46@ \ -\- --- /I --- = J: C) - W ..J ::I: en <C w ::I: :5 I-s~ <( \~,,-~~ , T - ./'.. ~- ""\ \ '- , ~1(. c@ -Ii) ~-_.__.- (ji . 1= r-~ ~-- , '-- / / ./ / 1// ~ /2 ~f~~ 9" I \ I \ '\ i J i I , I~ / /~ 8" 1/1 I ( / I , \ \ I I ~~\<" ) ) -------- .~-------- / / "'- -------- ------~ / / i ----------7--------/ I ~ 12" i )0<, i I' - 1 0"1( ~ 1/ / E :J -- .c: -- E o -0 c: o U -jl :# - I '=' I- ~ POOL 0 __._m_! . >-~ = __u y./,L i ~ ~/ / --/. I:) - I" ~----h-L- ...... " ./ t- I ~-- />< ~ I- · .J ~ .. ~l)- 5 ---~ -) > ~ ( ~ 16" .( , ----~ I ", " 1= '" -- I----._~~~ i .....-- - /~, "' /' I '" --- --I- ---- , / - I 31 \ -~'----I ~ 11" \ \ I 0= I . / \ , --~ / \ \ / 'I ,/ "' ", -~t-- _ - 4 )( 15;' TREE NUMBER TREE SPECIES TREE SIZE I TREE TO BE REMOVED ---"" 6 l8: d" f--- - / I~ " ~ " '~'15"~;%>: . - I- ./~ ~ ~, // ~ 1" \ i / II : \ I 25 I ~J! @ 52" )1 ~\ I I \ \ /' /" ,v V ,r- ..' /;/;/~/~ / - ~', /' I - > < - i o.(}/ , / -'" </ ~,illl ~~~ '\.~. "" "~ "'\ I i I I I / ---_____ ,/ I V ,.. -------------------- ~ -~/ r --- ---------------,.: "./ ", - - /-....... /' 4 ' TREE NUMBER I , I tQV. \ TREE SPECIES \ ~ / " 15",// TREE SIZE - L CANOPY DRlPLINE I ~ -- TREE TO REMAIN ~--~ . I \\~ \ 1= I"'" 1/ \ / I -----~- 1;"-'>- ~n 8 ~8" \ +"' v 4> .~ o '- c.. <( l '. ) ,1' - I I /lr "- ..:; I~ - J D' 4-. \ x ( I I I ',,---- 2. (j -1-1-- ! /32 ~ 3 C 6" --- II 1- I L_i_ I I I I -- - I /' I I I I I I ! ! " , ' , , ~ - --l I 110 1)(24" 9 ~ · 15" I I li--~ I I j /--" : /' "'\:. / I' / 12" d I \ I ~. -r---- \ I I I " t ~/ , /1 "' ", - I I I /+, I \ I 22@ 8" , \ I / '-- _/ i ! nt-- /' / ! I 13 --~~ ~16" 11 ~9" ~ ~k l I ! , ---~ ---1 -~-i - 14 ~16" 10 ~17" 16 - ~5"." ", The Ashleigh 1925 Edgewater Drive Clearwater, Florida /~-----~~-----, ~'- /~_/ /' "\/---.....,.~~/---- I j ( - Ie) ~~ -------." \ 6r SOLID MASONRY WALL. \ GRADE BEAMS WILL BRIDGE ) ROOTS OF EXISTING TREES. ') ~\ f/J / --- / ^- /", / ~', ~/ "'~.... /// ~_/ '-'-....- .' / -~---- ~_/ -.~--- , I I I L- , I ----- ~ 1M" III I" X 4" HORIZONTAL WOOD MEMBERS OR APPROVED 5U85TITUTE \Ii , ~ 7 - PRINT DATE: 02/05/04 61 - [}' . . 21 @36" ISSUED FOR: \ 1 - ADD WALL, CHANGE 3/18/4 TREE SPECIES ON EAST 2 - BUILDING CHANGE 4/05/4 NORTHEAST CORNER 3 - BUILDING CHANGE 5/17/4 41 2" X 2" VERTICAL WOOD STAKES (TYPICAL) ! I 31- -- /' I ' ~ '- / \ __L_ \ I .' \ /-;<j ~ 33 \ ~l ~ 26"14" : 35 _ I 15" I J J BARRIERS PLACED AT MINIMUM 2/B DRIPLlNE \" '----- . . ~ / II I I I I I I I I I I I I I ~9" ') / / -~ ~ ~' TREE BARRIC,ADE DETAIL ~ '!l , ~ \ - -- - ALL EXI5TINe TREES TO REMAIN SHALL BE BARRIGADED AS PER DETAIL ABOVE. BARRIGADES SHALL BE ERECTED BEFORE SITE WORK BEGINS AND SHALL REMAIN FOR THE EHTIRE DURATION OF THE WORK. 1"=20'-0" '. " SCALE: DRAWN BY: CHECKED BY: PROJECT NUMBER: L.A. U. J.J.L. 03181 .~--:::=::::::::=:::c-'----===:-.:==:_=-~____ -- -.-=====--==---- ------- ~':::-, ~, ) 34 ~ 11" I I I II ~7 24 23 NOTE: TREE BARRICADE LOCATIONS ~ILL BE COORDINATED ~ITH THE CITY OF CL.EAR~ATER ARBOR-1ST / / /' ,/ ". r / /11 " ':\ \\ \" 361 \, '\ , ,\ , -',,,, -- -- -.:~ - - ---- TREE SURVEY PLAN ----- SlMET PONr ROAD -------i. ~--. - . - MATICH LINE A-A LA-1 SCALE 1" · 20' - 0" AUDE SHANDct WIlliAMS AlA . PLANT MATERIAL LIST 1 , I I I ---i-- I i CODE ALTERNATE SYMBOl.. QUANTITY GUANTITY S_UNNYDALE DRlYE_u COMMON NAME SPECIFICATIONS MD 0 3 tw--, 0 E!1 SP , ,16' /--~" 0--------- MEDJOOL DA TE PALM QUEEN PALM CA/J8I-6E PALM HITH BOOTS NELLIE STEVENS HOLL Y SOUTHERN MAeNOLIA BALD CYPRESS i"IlNeEr::> ELM LIVE OAK. e>' CLEAR TRUNK HEleSHT 15' - 21' OVERALL HEleHTS, STAeeERED 12' - 18' C.LEAR TRUNK HEleHTS, ST AeeERED '" HT X 5' SPD, 3M CALIPER, 65 eSALLON II' HT X 5' SPD, 3" CALIPER, 45 eSALLON II' HT X 5' SPD, 3" CALIPER, 45 eSALLON II' HT X 5' SPD, 3" CALIPER, 45 eSALLON II' HT X 5' SPD, 3" CALIPER, 45 eSALLON II' HT X 5' SPD, 3" CALIPER, 45 eSALLON 8' HT X 4' SPD, 2" CALIPER, 30 eSALLON ROMANZOFFIANA ,,~~t~T'rCl-, ,/~ ! i ~ NS I"f&- / TO UA GoV .J5 v.lV NO SR IX , o \ \ ARCHITECTURE, PLANNING, INTERIOR ARCHITECTURE FL CORP. AA0002587 \~--:.......... 8' SOLID MASONRY W ALL.\,___/' -,_/ GRADE BEAMS WILL BRIDGE \ ROOTS OF EXISTING TREES. . l!}--. /' '-.__~ - 6'------/ /', Ie> 0 5 0 o 0 15 0 5 0 o 16 o 6 o 50 160 0 19353 U.S. HWY. 19 N. SUITE 101 CLEARWATER, FLORIDA 33764 TEL: 727-535-4585 FAX: 727-539-0099 WEB: WWW.AUDESHAND.COM \ \ /\ '1\ -- \ / \ L____ ~ US VIReINIANA IPERUS SILICOCOLA RNUM O'80V AruM REO CEDAR HAL TER'S VIBlJRNIJM PINK. OLEANDER BIRr::> OF PARADISE PINK. IXORA i"IHITE FOUNTAIN eRASS XANAr::>VE PHILODENDRON YELLOi"l THRY ALL IS SANOANK.YVA VIBlJRNVM DJ^iARF INOIAN HAY-ITHORN miTE AFRICAN IRIS l^IEEPINe LANTANA -..... "- "- "- \ \ \ , I I 1 -- -1-.. / ,/ 6"8" r I / ,/ ANDERSON LESNIAK LIMITED, INC. LANDSCAPE ARCHITECTS. LAND PLANNERS 4921 SOUTH WESTSHORE BOULEVARD TAMPA, FLORIDA 33G I I (8 I 3) 83 I -9595 FAX 83 I -5485 anderson .lesnlak@verI2on.net 60" HT X 4E!1" SPD, 15 eSALLON LlTZIA REeSlNEA 30" HT X 36" SPD, 10 GALLON 24" HT X 24" SPD, 3 6ALLON PS XP ee VS RI DV v.IL TV le" HT X Ie" SPD, 3 eSALLON 40 40 1/5 0 225 20 o 0 ILODENDRON "XANDUE" 18" HT X 18" SPD, 3 eSALLON ~ , I 24" HT X 24" SPD, 3 6ALLON 24" HT X 24" SPD, 3 6ALLON 12" HT X 15" SPD, 3 6ALLON L. Alyson Utter' ':.~. i...., . , ..- ,..., (. . ., for 'I t" '~ J'<'(" :-' ~~l i :,' . \')' ) .... "/ .' . I," /' .... . '.J '. ".j.'!_/ '-, !'I . 'J' .~. l' l- f ( ,."".:..1' , ',' o 40 4Cf5 ,0 10" HT X 10" SPD, I 6ALLON 10" HT X 10" SPD, I 6ALLON ANT ANA MONTENVENDENSIS eo 235 VARIEeATED MINIMA ..JASMINE le" SPD, MIN 18 PPP, I eSALLON \ (""1', '/,' U ..J ..J LANDSCAPE INSTALLATION NOTES ..... , "- \ \ )NOTE // THIS PLAN SHO~S ONLY THE EXISTIN6 TREES TO REMAIN. -"" FOR GOMPLETE TREE SURVEY SEE SHEET LA.-1. Q) V c: Q) -0 .- (/j (I) ~ PERIMETER REQUIREMENT NORTH - 3251 LF135 = Cf TREES EAST - 3Cf5' LF135' = II TREES SOUTH - 2151 LF1351 = 6 TREES ~EST - 3151 LF/B51 = II TREES TOTAL PERIMETER = 31 TREES INTERIOR REQUIREMENT ONE TREE PER 10 SPACES 38 SPACES/IO = 4 TREES TOTAL CODE TREES REQUIRED 31 (PERIMETER) + 4 (INTERIOR) = 41 TREES TOTAL TREES PROVIDED = 5Cf ..... C Q) E 0. o - Q) > Q) (:) Q) +'.~ <0 foe :g e_ 0 - "- LLQ)iI 0."" o <0 t- ~ Q) >-bO CJ~ '''It") Q)N 0.(1\ O~ 1) > Q) o I) ALL PLANT MATERIALS SHALL BE FLORIDA ttl OR BETTER AS eSlVEN IN, eRADES AND STANDARDS FOR NURSERY PLANTS. FEBRUARY ICfCf8 EDITION, PUBLISHED BY THE FLORIDA DEPARTMENT OF AeSRICUL TURE AND CONSUMER SERVICES. 2) LOCATION OF PLANTS ON THE PLAN ARE DIAeSRAMMA TIC- SEE THE LANDSCAPE ARCHITECT FOR QUESTIONS ON EXACT LOCATIONS. THE PLANT MATERIALS LIST IS PROVIDED FOR THE CONVENIENCE OF THE l...ANDSCAPE CONTRACTOR; SHOULD THERE BE ANY DISCREPANCY BET~EEN THE PLANT LIST AND THE PLAN, THE PLAN SHALL PREVAIL. 3) IT IS THE LANDSCAPE CONTRACTORS RESPONSIBILITY TO INSURE THAT ALL PLANT BED AREAS HAVE PROPER DRAINAeSE FOR OPTIMUM eRO~TH OF LANDSCAPE MATERIAL. 4) THE CONTRACTOR SHALL ENSURE THAT ALL PLANTIN6 ISLANDS AND OTHER AREAS SHALL BE CLEAN OF TRASH, CONSTRUCTION DEBRIS, OR OTHER ~STE MATERIALS TO A DEPTH OF 2411 PRIOR TO LANDSCAPE INSTALLATION. 5) ALL PLANT BEDS AND TREE RINes SHALL BE TREATED ~ITH A PRE-EMEReENT HERBICIDE AND THEN TOP-DRESSED WITH 311 DEEP RED CYPRESS MULCH. TREE RINes SHALL BE MINIMUM 2411 RADIUS, ALL TREES SHALL BE STAKED. 6) NE~ SOD SHALL BE ST. AUeuSTINE II FLORA TAMil APPRO X. 35,000 SF IN ALL DISTURBED LOCATIONS. CONTRACTOR SHALL DETERMiNE EXACT QUANTITIES IN THE FIELD. SOD AREAS SHPLL BE MAINTAINED BY THE CONTRACTOR FROM THE TIME OF INSTALLATION TO THE TIME OF FINAL ACCEPTANCE. 1) TREES SHALL NOT BE TOPPED OR IMPRCPERL Y PRUNED. THE SHAPINeS OF TREES TO FORM CIRCLES, OVALS, SGlUARES AND OTHER HARD EDeED eSEOMETRIC PATTERNS IS PROHIBITED. NOT MORE THAN ONE-THIR.P OF THE TREE CANOPY SHALL BE TRIMMED OR PRUNED IN ANY YEAR UNLESS IT IS DEAD. 8) TREES, SHRUBS, AND eROUND COVER SHALL BE INSTALLED IN PLANT PITS THAT ARE T~ICE THE DIAMETER OF THE PLANT ROOT BALL. SOIL BACK FILL SHALL BE AERATED. CONTRACTOR SHALL ADD AeRIFORM FERTILIZER TABLETS TO EACH PLANT PIT. ::J: C) - W ...I ::J: UJ <( W wf.J .- ::J: :5 .... sy <! E :J .- c: .- E o -c c: o U TREE REPLACEMENT - "- 4> ..... <0 ~ "- (\1 Q) - U REPLACEMENT REQUIREMENTS FROM TREE ASSESSMENT TABLE = 16Cfll " -------........... 'J/ ~ /~~', /,,/ v' V PROPOSED TREES I I 8' SOLID MASONRY WALL. GRADe BEAMS WILL BRIDGE ROOTS OF EXISTING TREES. \ I ) SOUTHERN MA6NOLIA BALD CYPRESS GABBAGE PALM ~INeED ELM HAL TER as VIBURNUM RED CEDAR NELLIE STEVENS HaLLY TOTAL INCHES 8 @ 311 CAL 18 @ 3" GAL 16 @ III GAL 5 @ 311 CAL 5 @ 211 GAL 15 @ 211 CAL 1 @ 3" GAL = 2411 = 5411 = 1611 = 1511 = 1011 = 30" = 2111 = 11011 ",,- / 1 I \ \ , , ......- 11'^\\ / '\ / \ / \ ~-----,--.', ..... v Q) e- O '- c.. <! t CROv.IN SPREAD FOR CA66AeE PALM INSTALLATION. TRIM ALL OF FRONDS AT TIME OF DI<SeIN6 AND PLANTINe RETAIN ALL BOOTS ON TRUNK REMOVE DEAD AND IN..JJRED TWI6S{. TRIM NO LEADERS, RETAIN NATURAL SHAPE. ~ ~ ~ ~ d 20 LAYERS 6lJRLAP PAD AT 5IJPPORT CONTACT - NO NAILS IN TREE WOOD I I I I I I I I ~ ~ ! WIRE TIE 3 - 2" X 2" STAKES DRIVEN INTO eROUND AT AN AN5LE, THEN TleSHTENED TO VERTICAL POSITION, e' MINIMUM LEN6TH, STAKES AT 120. ANeSLE The Ashleigh 1925 Edgewater Drive Clearwater, Florida 2" X 4" BRACE (P.T J SPAc.E THREE AT 120 TYPICAL 45 PS VISIBIJTY TRIANa..ES I L I ~---- - -- ---- --------i------ ARBOR TIE CONNEC. TIONS 2" X 4' STAKE (P.T J THREE FEET LONe 4" MIN. SAIJC,ER RIM stJNtET -pOltff-ROAD-(CR--154) GROv.IN OF ROOTBALL SHALL BE INSTALLED I" ABOVE FINISH eRADE 3" MINIMJM MULCH LAYER FINISH 5RADE --I , " "'~;:'I:I :--," i ,--"" I 1'---'-1 ' .. /-11---11,--1, ''''1 i I -~ "! I ! '--"-'j , i ----,j - 1'--- '- 11---- --", ! ...--." i i..----- i I ,-----. 1 --.-.; , '''----11 '--:"-1 i ,- ':==, I==! 1- ! i II:.~,-i 11==:11 WASHED-IN AND TAMPED l-~ 1- 1'1 -i ' '--I I ,. - 1 1 ,- EXISTIN""" SOIL -:: 11==: il,.' --=--::1 II: 0- -~lU-~~~~I'U .I, ' . . .. =;~X=.~": "TTW'-i-"I-J--' ' -;U1i-i'-I-i.'n-i-i--l-,iLL---1 i-liJ-- EXISTING 5UBeRADE 'Li,-:JL:,:;=i !:':=~lL:-:-';LLC: l_J,-:L-,~"~- PRINT DATE: 02/05/04 1 4S'(C) (~~\ '(~, X 1 'C' , .........- \ 1." ~ l_ 0 T .........- GRADE MEAl< -.r- ~ _____ ~ -.r- _ .--.L I ...- .-1- . ~~'. ...- . :::::: . --- .' = .' = --- . . '. ___ . ".;J!HV1"LiNr- . --- . - . - . ELEV127' --.-._ .--- . 3" MINIMUM MULCH ~r) T 4" ~'; ! I ~:::: :::~.:::ilt.u- i~-'! II==! I 1:=:11 :: 'I.:::::i II,::::::' , 1:::::- ! ; \' -" .ill .~,..""t I ~~" E::=::! I I=::::! I 1=:11 :!iC::::llrJIi::.:: I i I 11C-JU:, IL ._.". .... .__ ,.... .,' .- l:ul'l:j)llij:ILLll:"I= l:l~I~'~";.L,--G';;:::L;"; AJ"::: ;;_i~J" ,== ii==il - i,--- IX r!!==1 ':' 1----'11--''''11'---1 \----.m ...._,' ,.... l!:'-_cl """""1 .~-- ,1"""--11\ -"~l1;n LEGEND- I 2X I ~ 5TAKIN5 AND PLANTIN5 C?ETAIb..- CONTRACTOR SHALL REMOVE STAKINe AND 5UYINeS MATERIALS AFTER ONE fSROHINe SEASON LOT- () I' 37" f 815\ \ 1 -"" 1'38' ( 8 \ \ 16" J .........- 1'39" I 818\ '1>- 0-1 T ROOTBALL, I~" MINIMJM RADIUS FROM TRUNK ISSUED FOR: MOUND TO FORM SAUCER 1_ (1 T 5 l_ (1 T 4 9 1 - ADD WALL, CHANGE 3/18/4 TREE SPECIES ON EAST 2 - BUILDING CHANGE 4/05/4 NORTHEAST CORNER 3 - BUILDING CHANGE 5/17/4 BACKFILL MIXTVRE AERATED EXISTIN6 SOIL ~ ---v-- -- EXISTIN5 SUBGRADE SYMBOL -'- . -..--'- ~ . .--'- -.- ~ ~ .".r- . _ -' CllNC.a: ,.,........ "..-- . - . . .-- /" ,.,-- /" N 5 ~M STAKINe AND Pl.ANTINe DETAIl.: CONTRACTOR SHALL REMOVE STAKINeS AND GUYiNeS MATERIALS AFTER ONE GRO~INeS SEASON PINE BARK MULCH ST. AlJ5USTINE FLORA TAM E K E R c N o 1" = 30' - 0" SCALE: DRAWN BY: CHECKED BY: PROJECT NUMBER: E v F T TREE PROTECTION NOTES I) DURINeS LAND ALTERATION AND CONSTRUCTION ACTIVITIES, IT SHALL BE UNLA~AJL TO REMOVE VEGETATION BY eRUBBING OR TO PLACE SOIL DEPOSITS, DEBRIS, SOLVENTS, MACHINERY OR CONSTRUCTION MATERIAL OF ANY KIND ~ITHIN THE DRIPLlNE OF A TREE TO REMAIN. ~ L.A.V. J.J.L. 03181 EXOTIC PE5T PLANT REMOVAL ALL INVASIVE EXOTIC SPECIES SUCH AS BRAZILIAN PEPPER, CHINESE TALLO~, AND PUNK TREES, MUST BE REMOVED FROM THE SITE. EXOTIC TREES AND SHRUBS SHALL BE CUT FLUSH Io^tITH FINISH eRADE. RESUJL TINeS STUMPS SHALL BE REMOVED FROM THE SITE OR TREATED ~ITH AN APPROVED HERBICIDE. CONTRACTOR SHALL TREAT CUT STUMPS ~ITH 6ARLON 3A, TROOPER, OR RODEO HERBICIDE TO THE CAMBIUM LAYER AS PER MANUFACTURER'S INS'TRUCTIONS, AT THE RECOMMENDED STRENeSTH TO PREVENT RE-6RO~TH. APPLY HERBICIDE IMMEDIATELY AFTER TRUNKS ARE CUT TO PREVENT SAP FROM SEALlNcS ~OUNDS. REMOVE ALL ~TER MATERIALS PRODUCED BY THIS WORK FROM THE SITE AND DISPOSE OF THEM IN A LE6AL MANNER. I" X 4" HORIZONTAL. ~ t-EMBERS OR APPROVED Sl..65TInm: 6' _ /!)' EXISTINeS TREE TO REMAIN r-, I , \(, 0 )/ \''--~~ ~ "-TREE BARRICADE ROOT PRUNINe EXISTINeS TREE TO BE REMOVED . . 2) BEFORE CONSTRUCTION STARTS, ALL PROTECTED TREES SHALL BE PRUNED AS FOLLOV6: PRUNE TREES TO 12' CLEAR TRUNK HEleSHT, REMOVE ANY DEAD OR DISEASED TRUNKS OR BRANCHES, AND REMOVE HEAK OR CROSSED BRANCHES. ALL CUTS SHALL BE MADE SUFFICIENTLY CLOSE TO THE TRUNK OR PARENT LIMB, ~ITHOUT CUTTINeS INTO THE BRANCH COLLAR OR LEAVINeS A PROTRUDINe STUB, SO THAT CLOSURE CAN READILY START. ALL TRIMMINe SHALL BE DONE IN Ac.c.ORDANCE ~ITH THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI) A-BOO PRUNINeS STANDARDS. ~ 2" X 2" VERTICAL. ~ ST~ (TYPIC,A,L.) 4' LANDSCAPE PLAN BARRIERS PLACeD AT MINIMJM 2/3 DRIPLINE . . TREE BARRICADE DETAIL 8- ALL EXISTlNe TREES TO REMAIN SHALL BE BARRICADED AS PER DETAIL ABOVE. BARRIC.ADES SHALL BE EREC-TED BEFORE SITE Ii'IORK BE6IN5 AND SHALL REMAIN FOR THE ENTIRE DURATION OF THE ~. B) ROOT PRlJING SHALL OCCUR IN THE LOCATIONS SHO~N ON THE PLAN. CONTRACTOR SHALL SEVER THE ROOTS CLEAN, ~ITH A SHARP INSTRUMENT, TO A DEPTH OF 1811. A 211 LAYER OF MULCH SHALL BE IMMEDIATELY APPLIED OVER THE SURFACE OF EXPOSED ROOTS OF PROTECTED TREES. A SOIL AUeER ~ILL BE USED TO BORE UNDER ROOT SYSTEMS ~HEN UTILITIES ARE TO BE INSTALLED ~ITHIN 101 OF A PROTECTED TREE. LA-2 NOTE: TREE BARRICADE 1..0CATIONS ~11..1.. BE COORDINATED ~ITH THE CITY OF C1..EAf<.Y'lATER Af<BORIST CODE LANDSCAPE ALTERANTE LANDSCAPE SCALE 1. · 30' · O. 10 G) 10 It (0 '-' !: - 0: a It I! ; 1&1 o IiJ AUDE SHANDct WILLIAMS AlA . SUNNYDALE DRIVE ~ I "L~( I' ."'" " \-- , 1"'\ ---- '- ~ / . -w- -- -', .. / -.- - -", ~ ~ +- .. ~ -, - " ~ / i ;>~ \1 /. \' ./ ______ 1 I >::~ ~ { / " " / ~I ',,- \ \ / AI A / -~ I / I '\ 7 " -/ \ / \ I \ 7 \ '\ j .. 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III II11 III II I II __un : ~ ~~ Ii !I .! ~ ~ D I' II l J III .----- ~~~H-~ ~~ II JD- ! ~~~ u!ili-- - - / :.[Et, .J Ii ~.. .. ,," (----- M ~ _ _llilJ , / /\ :. x -- I'- ---------- - t--- -; - 1_ ':: 1.--.' I - \ III ---.----- _.--- . - 1 ; X / ' _._____ ~ ". I I - x r-.-- --~-~- / ~ ,,- j 0(} //,' '/,/',. ~ ! .' --,---- '. / , ~ I ._- , / '. , - /Y" - - .- '. -- .:. ~ ~/\ / .,~ )1 ------. \ / - _\ / __ ::xX ~ _~ / \ I' \ \. / \ a'- I _ _ ." , ; v - ~ I I I ~ L1( It- 'T,-m' II I ~ -,--H- T 1';- + It -- +++-+ q: .~\~'()' cf ..j ,J..!~ """:Hill ~\. i ?~iiliJ~ ,llt>\>~~ n"__ I /;~/; 1 \'1. 0.0 ~m 11" j A . . ....111 11 t-t \, \ _/""" ~ I " 11,1/:1 n,- \ . /I:"\. · jrf ~iJl~~~m!WYi~1. = . · \ I'; i IIIW{ll ~.'fA,; ~ __ ........ '\. .....l\ ~,I \ , )',. '- -' / -"""!". ~ -=~ ~,.}If: :- ,. - - - - - - Ij!!liiiiim =- =- - =- === =- - -=:. - ~ - -==- ~ ===- ~ - -:. -====:- - - - -=:. ~ 111' I!! I, II! I, '\ I!III! I, ------ --=-:-=~=- = ~~=~=-~\ - - - - -':=::::jl -- - - ---==-- ----. . . . . .. ----=~ -==:::::::=# ~ - -- - - _II -~~-- :+.; I .\ ,. I ... \ ( . . . . --I ~.::- ,-^- '---- - - ---.- x r----~ I i-~ n~_____ / '. .x . ._--~~ < l ; 1-< - _.~._--~ .-- '- I X I-~~- . ~: \ ) -~- '/ / \ _u__.~ , ; x u i SUNSET POINT ROAD (CR 154) LOT LOT 5 LOT 7 I LOT GRADE IIREAK -.r- -vJll- --v- ~ -.r- _ ~-v--- .--. I --' .-.L ---~. . ------ . . - . - . .-- ---- ---.-.- --- . . . . ~ ---.-.- . ____ ~H\"I L1Nl -. , . ELEV1)]' ~._._ . ---- ' 6 LOT 45'(C) 4 C fElNISH GAAof v E -'- ~ . -.-'- ~ -,,' ~.- -.-.- ~ ~ ~ . _ CONe." ~. .......-- . - . . .-- ./' ."'-- ./' N 5 0 c R E E K N TO HEADS 4. VALVE BOX NOZZLE SHRUB ADAPTER WIRE CONNEC,TORS PLASTIC, TIES, 2 PER RISER 1/:2" 5GH 40 PVC RISER---7 :. PVC SCH e>O ELL Pvc, SCH 00 NIPPLE SHRUB RISER DETAIL USE NOT ENCOURAeED - USE ONLY IF NECESSARY E J- -. ( \ .- . / ./ \ I ~ ~ -, ------ / / ~18.--j .(j) tclI' 0::1\' ~ "" 0::1\ ^- tclI f~ " I r1S"-{ >,---,,~ / .. I~= I II \ \ " / ........--/ ~ XERI-TUBE-PC IRRIGATION MATERIAL LIST /\ I' \\ SYMBOL GUANTITY MODEL NUMBER A . 84 SRS-OO - 15A, SPRAY ON RISER B . 85 SRS - 12 - 15A, 12" POP-UP SPRAY C . 1q5 SRS - 06 - 15A, 611 POP-UP SPRAY D . 52 SRS - 06 - 12A, 611 POP-UP SPRAY E . 210 SRS - 06 - lOA, 6" pop-UP SPRAY F . B5 SRS - 00 - lOA, SPRAY ON RISER cS . 515 PcSM - 06 - A - B.O, 6" POP-UP ROTOR H . 1 PeSM - 00 - A - B.O, ROTOR ON RISER J . 12 SR5 - 06 - 4 X 30 - SST, 6" pop-up SIDE-STRIP K . qO 5R5 - 06 - 4 X 15 - EST, 6" POP-UP END-STRIP L . 40 SRS - 06 - I1A, 6" POP-UP SPRAY M . 6 PeP - ADJ - Oq, 4" pop-up ROTOR N . 20 PeP - ADJ - 01,4" POP-UP ROTOR 0 . 20 PeP - ADJ - 04, 4" pop-up ROTOR P . 32 PcSM - 06 - A - 1.5, 611 POP-UP ROTOR ~ 60 200 - PEB, 2" ELECTRIC VALVE ------ :t 1,150 LF 4" PVC SCHEDULE 40, MAIN LINE l><l 1 4" BRONZE eSA TE VALVE ~ I ICC - 3600M,3b STATION CONTROLLER I MINICLlCK II, RAIN CHECK - :t 5 ;SOO LF LD - Oq - 500, LANDSCAPE DRIPLlNE E9 5 AFI50 - PRSD - FILTER KIT ~ RE6ULATION . 32 PC - 24, PRESSURE COMPENSATINcS MODULE CL> V c: CL> -0 -- C/J CL> ~ ARCHITECTURE, PLANNING, INTERIOR ARCHITECTURE FL CORP. AA0002587 19353 U.S. HWY. 19 N. SUITE 101 CLEARWATER, FLORIDA 33764 TEL: 727-535-4585 FAX: 727-539-0099 WEB: WWW.AUDESHAND.COM ANDERSON LESNIAK LIMITED, INC. LANDSCAPE ARCHITECTS. LAND PLANNERS 4921 SOUTH WESTSHORE BOULEVARD TAMPA, FLORIDA 33G 1 I (8 J 3) 83 I -9595 FAX 83 I -5485 anderson.lesnlak@verlzon.net , ,. ~ '..; L. Alyson Utter '. ":, ( '. tt'l':j ~~0 ,. L \ ~~- ~ .c', J) r (." (..),:',' , "< ~<5!~':1 t;.; : !. I., ,;r ~ ,.J :,:, .1 :' "'~-(.' ,". CD ~T~I~MPEN5ATlNe WeiNel RAIN BIRD LANDSCAPE DRIPLlNE LD-OCf-12 @ ~I~~')RE-INSTALLED @ PLANT MATERIAL @ V~I~!~II~~~~~N @ TDS-050 v.l/8END IRRIGATION INSTALLATION NOTES ...L . .-=<.--::, 1 , \ / , f. ._'_ 4 ' \ .--:>--: . ... <~I\.'l/-I::>;~-' , I , I" \ " I J ~.~ / _ ~~ilhrv /'''< L"J I \ -- \ _ _ l.J, . 7 .f'<Jr IJ.~ \ I ,----. ',. ". \ ~ ':- . ( \ ;1 I \ J · \ '-:.~ I / < / /'\ / \ d \ / \ / / ._~ "_; ~ x, __ _---____ .:::0...<_.></\_ ./ y., __'-'-. \ -------~-__1 > , \ ./ 1 --~~ -,,/ X / \ '. , ; x ._,-~- / \ .~ .. I -- Ix .~ SINeLE-nl)TLET EMITTER: RAIN BinD FC-24o 1/4-INGH VINYL DISTRIBUTION WBINe: RAIN BIRD DT -025 1/4-INCH WBINeS STAKE: RAIN BIRD TS-025 ~ TOP OF MULC.H 1/ ~ -INSERT FITTING: RAIN BIRD 1/4-INCH SELF-PIERGINS BARB CONNECTOR SP6-025 RAIN BIRD LANDSC,APE r-- DRIPLlNE LD-OCH2 J r FINISH eRADE I) ALL QUANTITIES SHOWN ON THE DRAWINeSS ARE NOT cSUARANTEED AS TO AC.CURACY AND ARE SHOWN FOR THE PURPOSES OF INDICATIN6 VOLUME OF WORK. IT SHALL BE THE RESPONSIBILITY OF THE BIDDER TO SATISFY HIMSELF AS TO THE ACCURACY OF THE QUANTITIES. 2) PIPIN6 OR VALVES MAY SOMETIMES BE INDICATED AS BEIN6 LOCATED IN UNLIKELY AREAS; I.E., IN BUILDINeSS, UNDER PAVEMENT, OR OUTSIDE OF THE PROPERTY LINES. THIS IS DONE FOR cSRAPHIC CLARITY ONLY. WHENEVER POSSIBLE, PIPINcS IS TO BE INSTA_LED IN SOIL AREAS. 3) INSTALL IRRI6A TION SYSTEM IN ACCORDANCE WITH ALL APPLICABLE CODES. 4) IRRI6ATION PIPES NOT OTHERWISE MARKED SHALL BE 1/2". PIPES SHALL BE INSTALLED ALON6 HALKS, CURBS OR WALLS, THEY SHALL NOT BE INSTALLED IN THE MIDDLE OF FLANTERS. CONTRACTOR SHALL REVIEH LANDSCAPE PLANS TO DETERMINE TREE AND PALM LOCATION~;. PVC SLEEVES SHALL BE SCH 40, DIAMETER SIZE AS SHOHN ON THE PLAN. MAIN LINE AND LATERALS SHALL BE SCH 40 PVC. 5) ALL POP-UP SPRAY AND ROTOR HEADS SHALL BE INSTALLED ON I~" LON6 FLEX PIPE CONNECTIONS. i<.ISERS SHALL BE 28" IN HElcSHT OR 4" ABOVE ADJACENT SHRUBS. ROTORS SHALL BE BY HUNTER ALL OTHER IRRI6ATION EQUIPMENT SHALL BE BY RAINBIRD, UNLESS OT-tERWISE STATED ON THE PLANS. 6) WATER SOURCE IS A 2" CITY RECLAIMED HATER METER. IRRI6ATION SYSTEM REQUIRES 10 ePM AT 50 PSI. HIRINcS USED FOR CONNEC.TINcS THE VALVES TO THE CONTROLLER SHALL BE TYPE UF, 16 A~6 WIRE, HITH PVC INSULATION. ZONE HIRES SHALL BE COLOR CeDED, AND COMMON WIRE SHALL BE HHITE. VALVE BOXES SHALL BE 10" X 15" X 12" RECTANcSLE WITH LID, PURPLE IN COLOR. ::J: C) - W ..J ::J: en c( w +' -- ::I: :S I-s~ <! E :J -- C -- E o -0 C o U / 1) CONTROLLER SHALL BE HALL MOUNTED IN THE LOCATION SHOWN ON THE PLAN AND AS APPROVED BY THE PROJECT MANA6ER. AFTER 30 DAY PLANT MATERIAL ESTABLISHMENT PERIOD, CONTROLLER SHALL BE SET AS PER LOCAL v-lATER RESTRICTIONS. AFTER IRRI6ATION SYSTEM INSTALLATION IS COMPLETE, CONTRACTOR SHALL PROVIDE THE OWNER WITH AN AS-BUILT DRAv-.lIN6 SHOHIN6 LOCATION OF IRRI6ATION HEADS, VALVES AND PIPE. '''<g~~<; 0;; /;<<~;-;//'$~(~:{:' ~;~;~:./,- ~;'^/,.. ,/'/ /;;, . /(<-::-,/x"-, EMITTER DETAI6 8) PIPIN6 ON THE PLAN IS DIAcSRAMMA TICALL Y ROUTED FOR CLARITY. DESI6N MODIFICATIONS SHALL BE MADE TO MEET FIELD CONDITIONS. THE PIPIN6 SCHEMATIC 15 DESlcSNED TO MINIMIZE TRENCHINcS. HHENEVER POSSIBLE RUN MULTIPLE LINES AND HIRE IN THE SAME TRENCH. BrOT 9 Cf) PIPIN6 ON THE PLAN IS ROUTED TO AVOID THE ROOT MASS OF EXISTIN6 TREES TO REMAIN. CONTRACTOR SHALL INSTALL IRRI6ATION PIPE LINES A MINIMUM OF 101 FROM THE TRUNKS OF PROTECTED TREES. U ...J ...J +' c: ~ E 0- o - ~ > ~ Q ~ > +,._ tV ,.. L- -e ~Q .C .- 0 - L- u.~o: O-+' o tV ~ ~ >-~ CC~ -elf) CDN Q.~ O~ - CD > ~ Q L- CD +' <0 ~ L.. <0 ~ - U +' V ~ .- o L- a.. <! The Ashleigh 1925 Edgewater Drive Clearwater, Florida CONTROLLER FINISH eRADE )M( SPRAY HEAD - 8 120 VOLT ~IRE IN CONDUIT PRINT DATE: 02/05/04 FLEX ELL - FLEX PIPE ~ ISSUED FOR: 1 - ADD WALL, CHANGE 3/1814 TREE SPECIES ON EAST 2 - BUILDING CHANGE 4/05/4 NORTHEAST CORNER 3 - BUILDING CHANGE 5/17/4 FLEX ELL Pvc, TEE FINISH eRADE CONDUIT PIle LATERAL LINE ~~ lJF DIREC, T BURIAL ~1RE5 \ (TO REMOTE CONTROL VALVES, ~ MOUNTED CONTRO~ FINISH eRADE SCALE: DRAWN BY: CHECKED BY: PROJECT NUMBER: FINISH eRADE FLEX PIPE FLEX ELL pvc, TEE SPRAY HEAD GEARED ROTOR. FLEX ELL PVC,LATERAL 1" = 30' - 0" LAD. J.J.L. 03181 FLEX ELL FLEX ELL IRRIGA TION PLAN PVC LATERAL LINE 12" POP-UP SPRAY DETAIl: LA-3 SCALE 1. · 30' · O. D JNNYDALE DRIVE SUNNYDALE DRIVE 323.90 AMENDED 1/16"=11-0" ^ ""- - " - II II ~ ^ ^ / ""- / ""- "'/ 6' SOLID MASONRY WALL. GRADE BEAMS WILL BRIDGE ROOTS OF EXISTING TREES. r-.. ..... 6' SOLID MASONRY WALl. GRADE BEAMS WILL BRIDGE ROOTS OF EXISTING TREES. SEE LANDSCAPE PLAN II I ;) ~ C==:J c::==::::I c=:=:I c::::=:::I ~ c=:=:I -- -- - j I '= I I \ I - I I\..LJ I/J "- "" "\ \ \ I I / / / 6"8" ( I ./ AMENDED 1/16"=11-0" LMDR ZONING o o LMDR ZONING ~I I o -I--- - o === PARTIAL EAST ELEVATION ~ 50 _ vs ""- '\ \ \ I I / ./ --- 'II ,. - ./ / I I 10" 47 T 34' - - ..... -= /' : _ f- -L----- '__ __--..;-___~- N 1\ / 12'-7" IL10' SETBACK LINE J \ '\ ""- 30' 33'-OA 16'-7A EXTERIOR WALL AT 5TH & 6TH flOOR @ "- ""- \ \ I I / ./ 1= F I"- 5.85' BALCONY & PORCH LEVEL 6 (j) o o d .t:>- N 0) fTl MDR ZONING -$ 52.5' 6' SOLID MASONRY WALl. GRADE BEAMS WILL BRIDGE ROOTS OF EXISTING TREES. SEE LANDSCAPE PLAN j j -6' SOLID MASONRY WALL. GRADE BEAMS WILL BRIDGE ROOTS OF EXISTING TREES. APPROX. BASE FLOOD ElEV. VARIES 11.5' - 12.25 @ MAX. 30' HIGH DEVELOPMENT UNDER LMDR N (.Jl -.....J .t:>- O) D APPROX. BASE FLOOD ElEV. EAST PROPERTY LINE PARTIAL NORTH ELEVATION - \ 1 ~ NOTE TO PLANNING OFFICIALS: THIS DOCUMENT IS ISSUED IN RESPONSE TO CITY OF CLEARWATER CONDITION #1 AS RECOMMENDED TO THE COMMUNITY DEVIT. BOARD IN A REPORT DATED MARCH 16th 2004 - .88 SUNSET POINT ROAD SlUNS T POINT ROAD I 0- 30' TERRACE 45'(C) AT LEVELS 4S'(C) HT. 52.5' ~'~~J /t /41~ ~ ( P 16" (@ 7 LOT 8 LOT 9 ~tJ \..1~ LOT 8 LOT 9 ~!? -- ~ -~ r1 ~ ----- ' ~~ ~ l.2 4 LEVELS ---- RESIDENCE ---- L1 UNITS 'MHW UNE ELEV. 1.27' --- ELEV. 1.27' --- [ [ K R [ [ K C R C GARAGE LEVEL D //f':l -~ nn -.. j ~ "- "- __ __J ROOF MIDPOINT 6 MIDPOINT OF FOURTH flOOR ROOF SLOPE @ TERRACE BASE Fl. ElEV. 13'-0" MSL * ALL HEIGHTS ARE SHOWN FROM BASE FLOOD ElEVATION 0- 75'-0" * AUDE SHAND & WilliAMS AlA . R ARCHITECTURE, PLANNING, ThITE~ORARCH~ FL CORP. AAOOO2587 0- 52.5' * 5 19353 U.S. HWY. 19 N. SUITE 101 CLEARWATER, FLORIDA 33764 TEL: 727-535-4585 FAX: 727-539-0099 WEB: WWW.AUDESHAND.COM 4 ( 'j ,..J 3 2 Robert J. Aude, AlA o U -J Q) -J +oJ U c e: Q) Q) E -0 e.. I .- 0 (J) Q) LJ Q) > ~ Q) Q) E 0 > ~ - +oJ ..... -C u.J ..co .- :J ..... 00 0 ---J .- ..... e: Q) - L.L.. +oJ L.L.. I .- e.. ~ E ... 0- 75'-OA ~ ..... 0 Q) CJ) 0 I- Q) +oJ R ~~~ <( -0 e: CC u.J ..... ~ 0 -C Lt') Q) 6 u.J Q)N- U e..O'IU I +-' 0 ,.... - .- Q) 5 l- e: > :) (l) 0 ~ +oJ 4 U ~ Q) .-- <( 0 ..... 3 0- <( 2 ooF MIDPOINT I R - I I l~ I I 0 = D = = D I~ = = r- ~ r - - "---- = = = ~ I - - - 1- - - J D D I D - I 0 0 - - - - - B 12.25' ---1-EAST PROPERTY LINE 1 : I ASE Fl. ElEV. 13'-0" MSL 0 PARTIAL SOUTH ELEVATION 1/16"=11-0" AMENDED PORTION OF PLAN SHOWN THIS SHEET u.. .. I AMENDED PORCH AND BALCONY, LEVEL 5 & 6 - . - . . ff, ]~ :~ c . .. o Q .. SU.IIT POINT .OAD -- - PARTIAL SITE PLAN 1f ~ PARTIAL LAN DSCAPE PLAN 1f ~ .- -----^-j- PARTIAL VIEW AT NORTH EAST CORNER 1"=301-0" SEE APPLICATION DOCUMENTS SUBMITTED ON FEB. 5,2004 FOR PROPERTY DIMENSIONS & UTILITY LOCATIONS AMENDED SEE APPLICATION DOCUMENTS SUBMITTED ON FEB. 5, 2004 FOR TREE INVENTORY & PLANTING SCHEDULE AMENDED 1"=301-0" (NOTE: EXISTING TREE BUFFER SHOWN IN PROFILE) CREeK STEveNSON KEY PLAN 1f ~ SCALE 1" = 1001-0" The Ashleigh 1925 Edgewater Drive Clearwater, Florida PRINT DATE: I I I I I I I I I I I I I I ISSUED FOR: CITY STAFF REVIEW 3-23-04 SCALE: DRAWN BY: M.T.L. CHECKED BY: R.A. PROJECT NUMBER: 03-042 @ Copyright Aude, Shand & Williams Inc. AlA All Rights Reserved ADDENDUM(D AMENDED PLANS AND ELEVATIONS FLD2003 - 09050 DESCRIPTION: LOTS 1, 2 AND THE WEST 34 FEET OF LOT 3 OF SUNNYDALE SUBDI\1SION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 31, PAGE 12 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, LESS AND EXCEPT THE WESTERLY 17.08 FEET OF LOT 1, MORE P ARTICULARL Y DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF SAID LOT 1, THENCE RUN EAST ALONG THE NORTHERN BOUNDARY THEREOF A DISTANCE OF 17.08 FEET; Tf-i~NCE SOUTHWESTERLY AND PARALLEL TO THE WESTERLY BOUNDARY OF S.A.lD LOT TO THE INTERSECTION WITH ITS SOUTH BOUNDARY AT A POINT WHICH IS 17.08 FEET DISTANCE FROM THE SOUTHWEST CORNER OF SAID LOT; THENCE WEST ALONG THE SOUTH BOUNDARY OF SAID LOT A DISTANCE OF 17.08 FEET TO THE ::iOUTHWEST CORNER OF SAID LOT; THENCE NORTHEASTERLY ALONG THE WESTERLY BOUNDARY OF SAID LOT TO THE PCINT OF BEGINNING. AND LOTS 2, 3, THE EAST THREE FEET OF LOT 4, BLOCK A, LYING NORTH OF SUNSET POINT ROAD, LOT 5, BLOCK A, LYING NORTH OF SUNSET POINT ROAD; LOTS 6, 7, TOGETHER WITH THE WEST 15 FEET OF LOT 8, SUNSET POINT SUBDIVISION, ACCORDING TO THE MAP OR PLAT THEREOF AS RECORDED IN PLAT BOOK 1, PAGE 58 AND PLAT BOOK 4, PAGE 56, PUBLIC RECORDS OF PINELLAS COUN-I'Y, FLORIDA. NOTES: (1) ALL WORK TO BE DONE ACCORDING TO CITY OF CLE,'1RWA TER FDOT STANDARDS AND SPECIFICATIONS. (2) ALL DISTURBED AREAS WITHIN PUBLIC RIGHT -OF - WA Y ARE TO BE RESTORED TO ORIGINAL CONDITION OR BETTER. (3) CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DIS'~, :~:)ANCIES BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR 10 COMMENCING WORK. (5) ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. C.lNTRACTOR TO VERIFY ALL LOCATIONS BEFORE BEGINNING WORK. (7) ALL PIPE SHALL BE PLACED ON DRY, UNDISTURBED SOIL. WET UNSUITABLE MATERIAL SHALL BE REPLACED WITH CO~PACTED SELECTED BACKFILL MATERIAL. (8) BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN 6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE COMP ACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY AASHTO T-99. (12) PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VINCINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. (13) ALL STOP BARS, STOP PAVEMENT MARKINGS, ARROWS AND HANDICAP SYMBOLS ARE TO BE PAINTED USING TRAFFIC PAINT. (14) ALL PAVEMENT STRIPING IS TO COMPLY WITH BOTH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND SECTlm~ 710, PAINTING TRAFFIC STRIPES, OF F.D.O. T. STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION, LATEST EDITIONS. (15) TREE BARRICADES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. ENCROACHMENT INTO OR FAILURE T0 MAINTAIN TREE BARRICADES WILL RESULT IN ENFOREMENT ACTll)N WHICH MAY INCLUDE CITATIONS AND / OR PERMIT REVOCATl.ON. (16) CONTRACTOR TO OBTAIN ALL PERMITS I EXEMPTION I~OTICES I UTILITY LICENSES PRIOR TO CONSTRUCTION. (20) THE CONTRACTOR I SUBCONTRACTOR SHALL PLACE A 1" DEEP CONTRACTION JOINT EVERY 4' FEET IN THE SIDEWALK. (21) THE CONTRACTOR I SUBCONTRACTOR SHALL LOCATE, FORM, AND SLOPE THE SIDEWALKS IN ACCORDANCE WITH THE SITE GRADING PLAN. MINIMUM SLOPE SHALL BE 1.0% AND MAXIMUM SIDEWALK SLOPE SHALL NOT BE MORE THAN 3.0%. (22) THE CONTRACTOR I SUBCONTRACTOR SHALL CONSTR~CT PAVEMENT IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTION DETAILS. THE FINISH PAVEMENT GRADES SHALL CONFORM TO THOSE SPECIFIED ON THE SITE GRADING PLAN. (26) REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA COMPENSA TION IS TO BE ALLOWED. 3, T ownsh ip 29, Pinellas County, Section Range 15 East Florida FILE COpy SITE PLAN APPROVED CASE # {LA loo:J - tJq oro CASE TYPE DRC DATE COB DATE SIGNATURE DATE 7-u-o'f DEVELOPER: TOP FLIGHT DEVELOPMENT, L.C.C. 1919 EDGEWATER DRIVE CLEARWATER, FLORIDA 33755 PROJECT MANAGMENT: D-MAR GENERAL CONTRACTING AND DEVELOPMENT, INC. 1457 MARTIN LUTHER KING JR. AVENUE SOUTH CLEARWATER, FLORIDA 33756 PHONE (727) 461 - 4760 PROJECT ENGINEER: RICHARD WA.SILEWSKI P.E. 1520 CHATEUAWOODS DRIVE CLEARWATER, FLORIDA 33764 LICENCE No. 15580 (27) ALL DISTURBED AREAS ARE TO BE SODDED AND MAINTAINED UNTIL ACCEPTABLE TO THE REGULA TORY AGENCY, OWNER AND ENC~INEER OF RECORD. ANY WASHOUTS, REGRAD!N':; AND GRASSING WORK AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR I SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE. (28) THE CONTRACTOR I SUBCONTRACTOR SHALL TAKE PRECAUTIONS AS NECESSARY TO PROTECT ALL EXISTING UTILITIES DURING CONSTRUCTION. IF UTILITIES ARE DAMAGED AS A RESULT OF THE PROPOSED WORK, THE CONTRACTOR / SUBCONTRACTOR SHALL REPAIR THE UTILITIES AT NO ADDITIONAL EXPENSE TO THE OWNER. (29) THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR I SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY, IT SHALL BE THE CONTRACTOR'S I SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR I SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE WITH PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY COMPANIES AND THE CONTRACTOR I SUBCONTRACTOR SHALL COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE CONTRACTOR I SUBCONTRACTOR BY THE RELOCATION OF THE VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED. (33) THE CONTRACTOR / SUBCONTRACTOR IS EXPECTED TO MEET ALL THE REQUIREMENTS OF CITY OF CLEARWATER AND ANY OTHER GOVERNMENTAL AGENCY INVOLVED AND SHALL OBTAIN ALL NECESSARY TESTS AND INSPECTIONS PRIOR TO FINAL INSPECTION BY THE OWNER & ENGINEER, (43) PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS. (52) ALL WORK REFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK. (47) OlNTRACTOR IS TO PROVIDE EROSION CONTROL I SEDIMENTATION B~RRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT S..TATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND \\~TERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH C~ OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE G)NSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE. IF, IN rE OPINION OF THE ENGINEER AND I OR LOCAL AUTHORITIES, E::CESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE C)NTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF TllE ENGINEER AND I OR AUTHORITIES AT THE CONTRACTOR'S E(PENSE. (57) A.L CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DSPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE R:GULA TIONS. (61) AL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL [A TU M. (63) T~E CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND [ISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL rOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PER- fORMING ANY WORK IN THE AFFECTED AREA, INCLUDING tlSCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS. (64) T-lE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS C? BURIED UTILITIES AND SHALL PROVIDE AT LEAST FORTY-EIGHT (-8) HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER n PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND LJflLlTIES IN ADVANCE OF CONSTRUCTION, BY CALLING SUNSHINE tT 1-800-432-4770. (65) T-IE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE lJ EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY CCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR CALLED FOR IN THIS CONTRACT. (66) YORK PREFORMED UNDER THIS CONTRACT SHALL INTERFACE ~OOTHL Y WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR lYE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES. 'vtHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY COMPANIES. (NOTE) NUMBERS ARE NOT CONSECITIVE BOUNDARY, TOPOGRAPHIC SURVEY AND LEGAL DESCRIPTION SUPPLIED BY OWNER. 'vi ARNING CONTRACTOR TO CALL 'SUNSHINE STATE ONE CALL' 1-800-432-4778 48 HOURS PRIOR TO ANY CLEARING DR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS, _"" t":,f}ga ,oad, Dr: ~ 1 .~ r "" .--.. ,.;..t-~.., ,...... ........,.. ......'..%'-.... ,....--+...."........... il :alellC~ Dr,..Q;I ! R.ichmond si ,.. ""1'-. 1.1 }.............;,+............f.....'........ I' , I ~ . I " ..,' No rfolk St j U niio'r,; St "...'.1'-.'.....-+ ,,, "--1 ,---.... ""'r'" ...." ".,.-.~.. ........x......... ....j....T'.'jg-..( M . j S ,1m j Palm St I: : ....anne t .'... ,-....-.'__.......j "II Ig "r-In.. ";""j I" ..g, "i~ 'e' ex! !St""U It:t... i ,~l~ ... .". omm ore -;0'- ..-..-.........~ ."'; ....,.'...-.-; . ~"ic:: \d lewil'd D~ ~ . Gran~a St \" .b3!e.' ,<""'>'!,>"'~T~'~' "'--"'*''''T'-'~''"'--'l .~ _i~.L ,\.. i )>> . C l1arles! 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'" - -" ,,'~. -, - LOCATION MAP NOTE TO SCALE INDEX I I I L COVER 1 2 .3 EXISTING CONDTlONS SITE PLAN PAVING, GRADING DRAINAGE UTILITY DETAILS 4 5 SiTE DATA: ZONING PROPOSED ZONING USE PROJECT AREA ALLOWABLE UNITS PER ACRE SET BACK REQUIREMENTS FRONT SIDE REAR MAXIMUM BUILDING HEIGHT PROPOSED BUILDING HEIGHT TOTAL ALLOWABLE UNITS PER ACRE TOTAL UNIT COUNT PARKING PARKING REQUIREMENTS TOTAL REQUIRED PARKING PROPOSED PARKING PROPOSED H/C PARKING OPEN SPACE BUILDING AREA POOL AND SIDEWALK AREA PARKING AND DRIVES TOTAL IMPER~OUS AREA TOTAL OPEN SPACE OPEN SPACE RATIO TOURIST LEVEL TWO TOURST 2.57 AC. 30 0-15 0-10 10-20 35-100 55 77 eQ (R 2. 1.5 SPACE PER UNIT 90 SP ACES 1 20 SP ACES 5 SP ACES 43,065 SQ. FT. 7,734 SQ.FT. 16,465 SQ.FT. 67,264 SQ.FT. 44,685 SQ.FT. 39% 1/3/04 REVISED PER D.R.C. REVIEW COMMENTS 4/5/04 REVISED EAST STAIRWAY LOCATION 5/17/04 REVISED PER C.D.B. MEETING BUILDING HIGHT ....., - r- ,..., c:-':) ~ -0 -< FILE COpy LOT 1 ..p . 1"''' .,. . .. ; .. rj/f[ :.. ~ .,~ f € ~'. ~11>'\. 4J .,...... 1t. ~ IS> ..... ~ ~ ........ 1~ NO C\/ ~.,,, w. ~= 0.11,") I ;.... ct .h~"\..~~p~ ~ j!;; ~ '. if 0.,; .1't ~ =r/ '.I'Il" I,../" 4~. ~ ~~ S89'52'10"W(F)'" .~. :: ": 6.3 (F) .... .. S89'59'09"E(D) 1'1'" . 6.32'(D) '. :" ",} -" .' ",' ~~... 1. J .' ~I l{) 'Of' 0)/ l{) 0::' (/)/ '-OH........~ /"'6, .-- w /:!! > <( 2 Il:: tv t=! ,-..,. L.L.. -lUJ <(lJ.J a >-cr <(~ 3: I~~ 0::' r,es w/~ I- <( 3: w o a w S~l1i cI- ( "SUNNYDALE PB 31, SUBDIVISION" PG 12 , I ~..":. '\~;i .>Di' .. >"'.i ."'1:.>;::<1' \:~?~/.~.t '.~:// \},""t",i::t' ",/ N89.56'04"E ;:;;, ;;:,'c ,::: 323.90 . ~\:>\~'/:-i,j::': ..:>:i;;:,:,t;< ,'::.... ::..; ":~' ":.'''-:.:: '.':..,.:!':;...... /' ;"', >,;' : ".~: i;.\~ :~>::(:::?:r...:..... '. '.' . ....f .' . :-'.\';.: ,,', "', '.\..:..:, ;'. . '" .... . ..' .. ," .".. . ::::: :,. r:T';:~7',s~.:" '.': ~>.:;..,. /..:;.~; >~ '.,'; , ,.,...,. . ,"1:,... .. ",' .,:." ,'. '. .... : .' : ..... '..,..;, I~'::: % .';i;:' If' '.. :,.::,: .:. :'..; ,'. l' b...~..f. 2 ~~~AS , ... --', ~u""'''''/ ::. .:'~~i.~w:( Ij..~)~ 'JI~ ~.~ ; 'i. ., tf.~N'{~,~,I;: a:.;~:.: ~/, /^- V~ ~. >"',X,"',\>, ,... · :. :,'......~.., ':, :~ !:L.;.;:,j;~;,.:~,: ~. ~.~~~". :.;.. . .,'fo.. ....:. :1 FA .'''',?, ~:. ./:~. ..~.".;~:~..: .';;1 LLJ /. . ;I;/::?, \": .: ~~ I ~': i,\ .~,' t",' 1: > :.... 1 ~~TE~AS I ::~( \:'; ;,:: I/~': ~ SLOG ;;i ,)~i:vi', !'.<! r::/,<: ., t:.::~:. I 01~~NG o I ~""'~~~~.~~.~~,~~..~T~.~~;.:.... I LOT 2 I .J....:.......~- ... ..~.:. .'oJ '. ...,.A....~co.1'f..........~.~.~: :', ...:....: .. .............: e_ :2 I . . """~~'!"':"~~~.~~-'!!""'~. ... ......, " '~": ',.. ". ....'., . ,'.' J. - '. ...... . '.; .' . .;.. I ~oW : ;~..:..J.)::;:::.: <:>...::....:. <.~:~:: .~::....:...~!:...\j>~:' :~:..~~J...".:."/.:.' ~ ..~.;~.! II '// ~ 1 STY MAS ONC I . "SA Y QUEEN MOTEL" .' IN".... InT ~ (PI' ~~1:/2.~5 ~FCM 3"x3" ~ ~.~i /,' I j '/. N. '.' '~i 'l'CM 4"x4" .1> __ -- -,-------- Q......~-(G/AO.,.5) W/PIN ... _ ,II" If ~ CII (f/T o'''_~) '..oJ~ J 'l' G/A 1.8 5) 5 . .~.., (r/T0.4'1~ (V1!'1.:r5) ,_ 'coIl (F/TO.~~w ,0"'- lI-cdioill ~ ~:.9.'~;5f'fB'9.~6'2S.W (F/T 0.7' (,)....-:.:-=-.. (O/A 2.2' S) oil ,0 F/T 3,2' W) %,,///.26.3 3- ~,crtO' ~ ; , , , , (VI!' e.8" 5) 6O'(P) /:40.:)' I'/, J..Q.Jr 4O'(C) /' , ':Y 1 STY MAS I ~ HS'(C) /.,% SLDG / AND ';' 'm ---. OVERHANG ;j WOOD FRAME :? ~ STY MAS:.-; (TYP) L GARAGE/WOR<:~~~OP / j'" FFE = 10.58 . "" rOIllC: /. U , ,,,,~'> " .. .. '. ,,' I ,..,.., <0 ex) ,..,.., ).::~f:::~.~.~~~.::~~f~;. ~~ci~;~~~~::r:J.2.~~.:~ t.. ...:.~:.~:~' '~:':~~ .'~ /,'" CONC POOL ;~ ~~\.: "... . 1 -': ~ :':. :';~~ " \;. ;::'~"::'.~A~.~:~ ,....:.~:.. ~<....:~~::..J . " IETAl SlAIRS tl :,:. ~ \'-i 4'W!t l'~'~:Or-..: ~M"i:>"""". . 1" , l'~'"'. ,~~"I.("',,~ lit 41 . . . 4 ~:"; .,.,'. ~DECK=:',. CONC:400L ~.~"', .' '.' ~ ..., . ..,:~: PUMP .'. '~. "". ':, . .,.1': . . HOUSE u~'I>~"".'..... } ., ..... .,:~~ .,- :...~. .~ .' .~~"::;.;.; '. .,' ;, I ~ ~ ..~ . .: ~.~ ...(j9 ':Y r....' L...:.-'-'COHC ~.-' ~ ~ ;;:;IQ.. 'NIV /, . .J, UJ "-;', ,0"> ~, MI" / .':: ~; ~.~ If), ^. 'v' . <Ii . . "::::!. .'~ ':e' .~,f.~. ",(" .. "t' ~a;. " u;: . ..... . '~w. 'Di~ ~~ HOT 1If<1IIl IEA_ (2) I; " SUBJE( T PROPERTY 60429 SO FT MOL 1.387 . ACRES MOL ! W 15.00' ',k LOT Il .'. . .' . " ~., ,~; '" .' , .. 0/15.3 li:6,~1,~ , wi I'" ,;,. N : , 7';';; ;f -/,. g"" . N; ~':~ /.' ';...,. ~ 2 STY MAS - ' ~ _. ..' .. '. .... '-'-.:Ji>: ) CONC '/ . : ...,..~~~.: . 'w .~. .'.:'~. ~Ol'lC"....,I\IX:.~~.....'E COLUMN ////,1 . . '////// ", u>" ///.. FFE - 9 78 "EDGEWA TER DRIVE MOTEL" - . AND RESTAURANT ~ 8: .'./'/': // ./////~.9,:~ j ;" ",i'/'/': ,- ~ N : ." ~"i"HrA1Ul ~ - ..' . . C\I. . '.. ':. . ~ t;, . : :.. .. ~'~lll.<\.'" '..B.'&D ,\ ',,"'8 11'> ""'~ .~.,..., . .:,. .~:: :,.:~ -JI ""'" ~!!l 3.00'(C) ;.Q :~~~~. :~/.j~~ ~~.?~~~l< ~ ~9'(F) -il j,; l;J '..f'~ .:....:...: :,'t>...~~ ~..:..:,.....////28.1'///0 \ ~ :.~ ". \~' ;'..:'.:':':: ~":'~":.~."': V/. ... '/ N ...'. . '.' ,4 . ~. '. . .. / / ~ '., . " '. . . .. v /: :g TBM NAIL IN t% /: 2 POLE EL ~ 8.97 1/ FFE = 9.03 ~ 8: ~ 1 SlY MAS / )e V/ "CHEVRON" .~ .,: V/ GAS SfAllON .?1 :, 1/ ," ?'J~ / el ~ g ~ ~ * 8! 1:// / / / / / / /.t Ul '" ....C:l.'" ':Y :l- '" 8'" '2' ':"'~if" 4r ,>,;,: :;/): "Y: ,(,).. ,,:" . .~ ~ .~~ .'~','<i: " ,:.~,i :"c..,,": ';,. (F/T 0.1' W) - ~ 0' ~ .<0 'N .<t ~ ~ ///~'/. ;<ii:~ "'...'1 (FIT 0.3' E) ~~f~~r~~'; 7 "o~ LOT ,o~ 8 LOT . . METAL STAIRS fVACADO r-. 111!! ....... ~ i0 ~ > 1 w r;; C (u/1/P 0.7' .. N :'c' \ ,Q~' .,' ':Y . / ,> >":::" ,0". . . ..'\. '* r-. ..,' ......J!...CONCO. ~ .~. "v'Q', ,,# ~ ',;': . .: ." UJ :/ .. ~///7',.'! ///-'l, ."It ~ · ":'" . ~. ~ .. /-l ~ ...... ,,/ ::,j; :? :. / in ,Q~ ',J' . ~ /, '. p :.:>. :'. ~/",I //~:" .:' g :.:, , '.'./0/ :%1-: It, CIl " ;.'i..<:".';:-"';, '., ., /, ~..... 0.5 CONC ':.'; /, ~ ','''' ~ :., .~CURB 'l'1' [J .i", :~, ~ :;;; :.. :~~~.::' ::' ,'l .'. . 11M '\;:~. "', ..... . .', tt:'/-:::~o; //:; 8"'" ITA1UE '~l!:, '?}~li4:~ ~ :~.~<:'~~.~~': ~~: ~,. ~ .~ \ ~~;,tl- ~ /; ///,lN~'/"M /;3~ /, ~ ,,:,' f:'<.l:"'~~: 1 STY MAS ~~. n, RESIDENCE #1 020 ; FFE ~ 1 D.87 ;t:' /. '; A'/'~/12.0'///' % "" 0;////" "/"//- , "// / ./ I:l" ~ " ~... .". . >to l!J 7!1'(P) 9 8LDG OVERHANG (TYP) J :~ * {\l'\}:;H.:: &i\(;,~'.' '..;. ;;i); 1\.. \ ~ ZONED "r TOURIST .,~ ..... e:. ~ LOT ;' [f~'; ~I .. S ~. ~r '6~\ .,.",1 ~?1 tI~" .w: ONC n- n A/C n CONC PI /'llO.. ?' 0.5' CONC CURB ,_Q _l)'''-o1M>i:, ""~', ~:'::,_'::( .. ~ ';":':. ':",';-,''', .'. .i.. ~..~:;./ i. ~.;.~; ~ LOT . .4-....." ..:.. ". .~.. ~ '.. . ...... o. f~' . '. , ..... 1 ~ NOT INCLUQg~';;~~:~~ ...... ..... ... l' e: .:>:>&' ':-~ ~:~S{~rS1EP5 51[PS-. \,...~"...llo......~",. t' ~ '///~;'i/// "j .: ,::.,:~;: '.:<..('. tl~. . ...~.~:. '.; .'.; ';'1~ . 1::::5 1::::i .!..: ::-. ':'~ 1m -l<t>J1 8Ill1Q( b'\. 8" ix>1$ :'~.~:':./J..'~.: (O~/}N) ~I (Pxc1NWIIU. " :.~<!f:l~~:2~'~~}.l!! ""j,.t 137.88'(D) (5/W o.od-s~) .,<1'( /W 0.3' 5) 1" r!> 3.17'N, 0.G1"W) tl<J', :':~':' . k:... S " ., . . "'.' ,':.:'. .~,:t~;:;.r~".~.~~~A~~~;'%:~Y{!(F,.7\'3~{Fjs~..;\.~ S~~u ~2'5~5.~ to:' . ,'..~ ~:'.;. .,"'. .... . ...... . .' ~ '" ........ ""(S/W7.3'S) N82'S2'J?' _I.. ..,...... "'~ .,~ (O/A "'5) /I I ,,-"'. :711'cp)'.,;f ~~. . . .,~ 5.~ .. .. W(t;?;: ..: .1~~llIll'(n r::\:::: TBM~N /; N88'20'39"W(0) 307.81'(D) .~. .' "?E EL 6. % A$P/iALT ROAl> .,. ,,~ .~1 ct- /.,..~ U N S, E T .,to' POI N T .,.01> R 0 A D 1 5 4 ) .~ ./ .,,; -.~ (R/W VARIES) .,..r:JI' . .,,:, ,>, I'... t" - tl'ft' ?~;Cit;,~:' t>~ I /:" ,:', ,'~:I;;":;.::..: (Q9t> ,::,.:.0'.,;-:\' ..~ ~ . '~.:.~.~~.'".'.<f?r': -.:: . . '":(',';>r. ',; I" '" I ~ 1. 1 STY' WOOD FRAME N1Cl10 & #1D12 F'FE = 9.12 .r- '''; .", % 1:10 'O" ~ t>'" vkj:i} v ~i ~ '.'S '\.'~ .' .'. ". ~. .' :'1.,:'''- S'IV'S 'O~'.,f ,r ". 8 8, l' ;/1 1~'\. I'. '. fiJW ",'" ","" ,- ( ,,;."......-;. :,i'\..~).,. 'l.:~:1#i1) , 1. Il'~.'"'''' ~:d"6'. '"'0.'0 1; o A5~lHOC!lhi)MAP ~/I ." ~I l~'(C) 8 FCM 3X3 1 ,,,, W!NAIL,,~ ~ e.3' S) 911:(P~ ,,~ -;t.."j.. - 4O'(C) \ -'- 4-OH'lI' , fU;; '.3' 51 .11 J " . . , . -::--:-, ../.,'':3 .1.?'>'}. ~'lJ Is .f .:,'" ~~ ASl'HAL T ROAD I ~ '\.'" ~ ~ .. .<J' ( C'\. R .,~ ~'L SUNSET POINT ROAD BY R/W MAP (SEE DATA SOURCE 5 ) ~ "''\. .. "," .. .' .. '11" S " .. (I/C 7." N) 8'.,~ nO" 8 SI (r/T 2..' N . 0.2' W) S88'21'29"E(F) 134.06'(F) -,- (I/C 7.7' N) SIR .:' - 6 .- ......... ~'(C) l.&.. ....... 'G:' .UJ b;'~ ",. LOT ,10 0) ~.~ (/) LOT "~8"f' € 8 ~ till" s,r LOT h~~ ~:\' LOT o N 7 4 5 LOll" SUBJECT PROPERTY 5901 SO FT MOL 0.135 ACRES MOL ..' W l!1,OO' LOT 8 ~, \.~ L2 '-, ESS PT CONC FOOn:R L1 f f . L5 5 T f E . .-.- L6 N L7 5 K MHW UNE R ELEV 1.27' C (SEE DATA SOURCE 6 AND UMITATIONS 5) 8 ill ~ 8 84.97 LOT LOT Section 3, Township 29, Range 15 East City of Clearwater Pinellas County, Florida GRAPHIC SCALE 30 D ~ 15 I 3D I 60 I ( IN FEET ) 1 inch = 30 ft. (j) o o ~ 0'> -" <0 ~ rrl 9,r ,r. l4'8 8 '1' -" 8(,N ex> ~T33 ~ J :t: h ~ C ~ 9 9 120 I (f) z o I- 0.. (t: U (f) o W I- <( o (f) z o (f) > w (t: I--~ Z WI :::::?if- CL :::> 00 .....J (/) ~~(Q W:Z:LL') Cl~~~ Cl<(t0v Z . <( <:(0::::0 '"? - C)<..::>O::::"- Z:z:g~ F~w.....--... ... , _ r- .......O::::O::::N <:(wwr- 0::: I f- ---- I--f-<(w Z:::>3::z: O.....JO::::O U:Z:<(I f=~o... .....Jo::::U <:(<( a::: ~ Wr- ZLL') Wv C)..- a::: <:( :::::!: I Cl . Ww ~> ~ CD l"'- n::: r<) ~Or<) (/)(/)<( 3:00 Wan::: --.JOo -3:-1 (/)<(u.... <(:::> :::::>- W ~ :::>-t-n::: W O<(t- ,......:I:<( L.L.(,,)3 <(on::: IN<( ULOW - -I 0:::: (,,) U . U --.J I-~ ::g ZWI"'- W>r<) r<) 0:::: o LL. o w 0:::: <( 0.... W 0:::: 0.... ~ a.... o --.J ~ W o l- I '-'0"> --.J ..-- lL...0"> a.... o I- n::: W t- <( 3: n::: <( w -I (,,) n::: 0<( n:::0 wn::: t- 0 <(-I 3:u.... w (.9 o W I <-') W .--J :r:: (f) <( w :r:: ~ (f) :z: o ~ o :z: o u <-') :z: ~ (J) X W W .....J <:( U U) o I") II :: ..-- n o l1) LL o n N N -- , , N05'17'06"E ..... 10.03 ; S89"4 7' ~2"W'; 6.3 :;;, (]) I.() Q:: (/) ........... ;~ w /:! > <( z 0:: I"V /:! ,......, ....... _HI) <(lLJ o >-ii <(~ ~ ~~ Q:: :r .es w;'1 I- :::l <{ 3: w o o w O..J LINE L1 L2 L3 L4 LS L6 L7 TOURIST ZONING FILE COpy SUNNYDALE DRIVE SIGHT TRANGEL-OBJECTS I I I IN THIS AREA MUST NOT '\ EXCEED 30. IN H~GHT ~ , " , 'za;c/" ',' ~""?~,2, a,\r/ ",b,A.'O',.'."','", V'.RAtf., ",'" . ,," , r GRAPHIC SCALE ~ 15 I 30 I 60 I ( IN FEET ) 1 inch = 30 fl. 14.00' :, ___ PROPOSED 5' --- SIDEWALK I ,. Y;iJ!!1"1~<,1t\'''''.1' "'~.l'.'~jil."qi'''''I~ " {. ~~~.f,,~~~':t\'i~' }~~~~~T~"I;;,.,'f.l~~'~.1~ - , :::J 5.0- .... ':i.*?~~~~~'$~~;V~~~'f?l~W;~~fl~~t~~!i~~,.~4t~, ; .. t~~.-. l", .' "<\,0; ',~ :&';i ,"- ',h' _.,-:':'~~J~'~ ,~ 'r1~ ,:~;~fb~.:t~~~~(~1j~~~~~rh ., - ~ .... :.J tv '! ",.":' , ' , ::;. }, ',. ,24;00' I L~'~r '\W~t ;gstS,~~ )~~l i ',1 ~ 7')' fi (+...+ I~ .. .- " ,_ I ~ . w . CI , E ~Pr" _ t t -1-0 -1-- --- --- ~-- . ... 0 1--- ~',' g ~ 24.00' _~ OJ .,. I \~ 25' OJ CI .:I ~ D ~ D D D~f AD.( YP.) D - lV 'lit: D o 0 if' , ," 0 3.00 3.00 3.00 I;':: ~ 010 00'. U1 I',.., HAN DICAP ~ HANDICAP: l ~ '" , Ii. I "'" "'" 3 00' C"'I ~ , 10. RAMP" 3 00' RAM~ C"'I 3 00' . I r0 3.50- ~ I)' +' 12,00'1 J-' 27,00' - C1J~ G:a l't E :=:~L D i-r> 0 fi tii D ~" g""r0 D D ~l r0 01 . r0 19.00' '024.00' ,-19.00'+:-I~ :~r~' '7 ~ I.- _ _ _ _ _ \ i-X ~ r<) _ _ o. ;"-,'411;) - -(--,..: ~ ~ ~bti~'f-~$aY n 'lr 'f ", "i.H: , __ n f\- r0 ')=" oh'II:I!' · - i'.'!--! IXI [f2(~:~~t _IlIJJIlIT . 'tFr:.';~I~ V u 1 =#=.IH+ :,~ ';y ',rlri'"t-,l ' ~1jI!.:'~._!,J, : ";+'" I,... ST1IWIE I , '1E!~"nrmPi r ; '" STIIWIE I CI ClJ ,.--[-; ,. !;'~ ~tt;n~~!~',; ~_:_ ;IJ: _ n _ ",j . ~~~-la~~\Ji-l: .;-:11" L I. I ~-l~.tr "J R "R, ',' R R LAJ IIJ[ r_ . <> g ,'1"["1: . 1 " ".': .',' " ... SIL T ~ . . 0 3.33- ~ t:"-i, ., 1:.:;'~)2:l<:".'\t;,> '," _ _ LENCE 9"55'06"E ...,....,.,.- '-",.---'-:0-:' '":"" ..... - - ~19:-'7'/ ........ - - ~i 14n-::E'- "r-O:J ~ Pi. ..J"'7}"7;.'-" - - - ~ w IX4Q / ~ , CI 1 C"'I rri 1 ~ ~~ """';':<;'J..,:';;'r" , TWO 1500W METAL - Z ~ D D D >:;,', ,; ,,':<, ...,.....:.'!.' · HALIDE LIGHTS MOUNTED ~ CI CI CI STaR.c D a POOL" ,:/ p<' ',,:. : '';r::: 20' ABOVE GRADE '0 . t ~.25' J 1I!i:': ';'",'.<';',1,., TREMINA TE WALL 4' ..... 1 I- /, . 0... If."> ' ", "J'<' <,\, . ..;: : ~ <> 1 ~ ~Al."(' Of";,) ~"...;,~"C\;,>':,' EI~~I~~INSbD~R~~ I- D a ~ a W ~ ID 0 ..... 0 3.33'- r> '-SILT r- 19,00' ~24,OLl:"'_" 19.00'- I" if- N' t ' ~~ o FENCE ",...., ~_ ~y Z ," ',""., ; , ,'..: ': ' '( I' ~' ,'" -',. _,,:'J::'O ,L: :;::; :.0: --k;;?C-~'-- AinV8-',,-',:.. ''': ';, 11;'c..:;;,J~ ..__ +- H- ~ ; T .' .('\ "~'. ,I,!, I , '," _.,,'.. .,.".~~r ~"\""'r"~-t"'~~"!"~I~. ',' ;.,;,,>;,: ~1:" W""y"-} :""; -~..~. .":': I!',; I) \ ~,~ , , " ,; i '~f'''''''-'/~I,!i " '. ',.' ;" r';"T]l .~.; f"J ;-::1-:':1 '1'"', '1''''1 -, '.:'+-: "',T, i," , " I I' , ,. .j' iF"" .- rTi "- _~. '.,'.."L~:; -"''''\''. ..",.",." "---;"f ".. / ~ ' :.::' .:<>: ,:"~.CJ- ~. ";,'.'_t ;,." :,: t -1, J .~. )"'_;"~'; :..;_ .~ -t'~~,,,i"'~'lll~ ~ t,' ~~ ';,"'1,"" / ,..:. ,'..' ,L..,,, I.. ',~ ',., . I I '''''''''11.1" '" \ ".,'~,", 0", ' .',' t _'. J ,'iti').. i:"".:' b..... ~ ,:j:: +f " "" ;\ . f;:~:'Y">d';I"I' , S89"52'30"W 71.38 II 'I'" .,' (:: 1 JT{'I., -A \ "'\:" '~,./,~. <",::~;~", ". ':,',',;,;j(, .,,\ .. Ii;>.: _,1.1.1[_,<", " / ~_ . '\> I::,: a 2.25' it1,r ~ "-',-," ',~ ' '<';',., ~ 6 II 1 I lt1t 5--J~~(" ~ ~/. v~ ~r 1t~.;' ~::.:'.i:?'-' t.:'.' '.' ~ o 1 I ~. ~/">-:? '\ ~.. '" ~.. .; .....'> }';,', ';;": / [if: " CI CI (CI E ~ ~ -t '-.".' \ ~~ <( ." ".' : ::"c. ",' '. J# N ; I I 2.25' / "> ~:I:~.. ,/.' ,;. :,i ~<:~>,'l~',., I ~ N . .\ : .:;" .;' ',. ~.:. ",,"'. (Xl ~ &, """",., ':':;," "".".;:,,'o. ..~ ~ ::: 1--- 19.00' -t-24.00~ 19.00' M 1-'-"\ . W ) , '.' '.". ", r.':" 0'> TWO 1500W METAL ::E >><'':;;;::';::'\ ___-(I .~:. /,~ .1" .';J]siX~'~;O.."rl'..<:" .- I) HALIDE LIGHTS MOUNTED I 3,33'- '" ,,~., ~::-=-./ 7 . ~';;" Y;rr:L~> <'C '. 20' ABOVE GRADE H '...../ \ '"./ . ,,:':;-,,:,":';". -," ~t' 5.85' ~~:c~ ~ 2415'- a"i~,J "I . < j ,.j.'-;;,i\'~;:.,;~:.'\ I)(~~-\ ""-J'\'~;'<~":';;':'/;I ;"';;~/" . ..4.,.',,/;/:')/:, "'i.: ....... \( <D..;}'>~;;:"', i.;; ~:;u'ty::;,/.< ,f.""..r";>');1 ,;+;\ - \ ~ .;?l,~<:;~~t;. .... t~~~~,.,....,':; ,:. "';"i:::Ji"..'<.:)'Vgg~~.:~:.'. :,.:;.:;.';;.'~\~~.;E~;:"'" I ' . \/\ " ;< 'i'}!"l.' .d.: :C'iU/'''. 1;:'0 :':~)':\";)"'r ;";:~. .,;:;:~~'<<::.;'.ttiASf:~;2~~ \ I.' ) ;,',toyi r'::;}';~V,:;';",,:,<;,;:>, \:,/," <>:,';1d:');;;'~;\:,<:';;~':X;... :~'- I '''~ 1'oo'<;~0 /' . J.;t26'- ~v~' 50' ~.. '__' :'LTy'!j';~ti;~~~;~? ~ ~Z27 ,'. >, , ~.~',,-- 0 [FENCE',. ,,;,.:r'.;,}::'i' I I ~ fr:;~=~T ~ 6~:~~HAgJfgE~~~~ - _28,0 'p:,t~~~~iW.:1~2~~~~I~D 5' SUN SET POI N T DRIVEWAY NEW 5.00' SIDEWALK '\ ,. .. ; , C. R 0 A D ( C R 1 5 ) PROJECT ENTRANCE SIGN TO AND Ul1UTY EASEMENT ~ ---cr. _ 4 SHALL BE IN ACCORDANCE SIGHT TRANGEL-OBJECTS (R/W VARIES) WITH CITY OF CLEARWATER - IN THIS AREA MUST NOT CODE AND MOUNTED TO EXCEED 30" IN HEIGHT DECORATIVE WALL w 5.0' SILT FENCE TRe-;. TMENT POND<> r q 5.0' VJ !J1 (.Jl ~ , " -t I"') ID cO I"') I -- .31.87' - H' CI II R - If D D . w a ... ..... CI W I: V ~N (j) o ~o ~IUJ~ CoO'> ~~ 1"'1 . :I -1- '- 26,1.3' ~ -SILT FENCE 1-- 5.0' CUll .... (j) o o d ~ N 0) :I 1"'1 ..... // HANDICAP '\, RAMP .... is MDR ZONING SILT FENCE 6' HIGH DECORATIVE WALL ADJACENT TO PARKING AREA 6' HIGH DECORATIVE WALL l' FROM PROPERTY LINE TOURIST ZONING "- , ~ \. )-; tr . " \l' )' ~ 6' HIGH DECORATIVE WALL ADJACENT AROUND DUMPSTER ENCLOSURE LOT 6 -4&'(C) LOT 4 LOT ~ ~ :5l .-.- 7 LOT l' .' 5 LOT ----- 8 LOT 9 SUBJECT PROPERTY 5901 sa FT MOL O,135i ACRES MOL o,-:.Q ~1 ~~AU. LINE TABLE BEARING LENGTH NSS'OS'36"W 1.06' N75'2S'41"W 23,09' S72'02' 46"W 28.63' SSTSS'OS"W 30.66' S83"4 7' 42"W 33.87' S82'S6'S6"W 1S.S8' 568'02'51"W 0.39' ",I, 'liV r t;, ~,'::. (- r (FIT 0.3' E) COlIC FOOTER ,J> (SEAWALl. 0.7' W). __ . L6 .L7 .L1 ~\'~\ ;'N ; .~ ~.;. "/ ) " c R E E K 5 T E v E N 5 o N 11. 50' 6' HIGH DECORATIVE WALL l' FROM Pi-.\OPERTY LINE TREtl/lNA TE WALL 4' EITHER SIDE OF EXISTING TREES LMDR ZONING :t: ~ ~ <:> ~ 12.63' TREMINA TE WALL 4' EITHER SIDE OF EXISTING TREES 6' HIGH DECORATIVE WALL l' FROM PROPERTY LINE 2"X2" STAKES AS REQUIRED r-- SECURE THE BOTTOM OF SILT BARRIER TO THE GROUND AS NECESSARY TO PREVENT EROSION '")CR~cY i,jG SHOWN AS: lltt.";,lJW\,'fi1 ,~~ ~~~ a~6'6 NOTE TO CONTRACTOR: EROSION CONTROL MEASURES REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION, FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION ~ICH MAY INCLUDE CITAllONS, AS PROVIDED BY SEMINOLE COUNTY LAND DEVELOPMENT CODE, SILT SCREEN r HANDICAPPED SIGN / SEE INDEX NO. 119 - CONC. WALK RAMP DOWN SEE INDEX NO. 109 CONC. WALK 6" WIDE TRAFFIC BLUE VSTRIPE (TYPICAL) 6" WIDE TRAFFIC "M1ITE STRIPE (TYPICAL) . o I cJ ~ tRAFFIC WHITE ... Ie . o I <0 I 1 5'-0" 2" (TYPICAL) ~ I 12'-0" 17'-0' 5'-0" I NOTE: All pavement markings to be thermoplastic, HANDICAPPED STALL DETAIL N.T,S, 120 I ZONING PROPOSED ZONING USE USE PROJECT AREA ALLOWABLE UNITS PER ACRE TOTAL ALLOWED BY ZONING TOTAL UNITS SET BACK REQUIREMENTS FIRON T SIDE REAR MAXIMUM BUILDING HEIGHT BUilDING HEIGHT PARKING PARKING REQUIREMENTS TOTAL REQUIRED PARKING PARKING PROPOSED H/C PARKING OPEN SPACE BUILDING AREA POOL AND SIDEWALK AREA PARKING AND DRIVES TOTAL IMPERVIOUS AREA TOTAL OPEN SPACE OPEN SPACE RATIO Section 3, Township 29, Range 15 East City of Clearwater Pinellas County, Florida SITE DATA: EXISTNG TOURIST LEVEL ONE TOURST MOTEL 2.57 AC. 30 77 48 PROPOSED TOURIST LEVEL TWO TOURST CONDOMINIUM 2.57 AC. 30 ~~ ~l~ 5.8' 5.0' ALONG EDGEWA TER 9.9' 35-50 20' + /- 17.16' ALONG SUNNYDALE DRIVE 10' 10' 35-1 00 75 1 SPACE PER UNIT 48 SPACES 48 SPACES 2 SPACES 1.5 SPACE PER UNIT 90 SPACES 120 SPACES 5 SPACES 18880 SQ. FT. 8970 SO. FT. 23486 SQ.FT. 51336 SQ.FT. 45883 SQ. FT. 54% 43,065 SO. FT. 7,734 SQ.FT, 16,465 SO.FT. 67,264 SO.FT. 44.685 SQ. FT. 39% NOTE: Concrete to be 3,000 psi --j r- 2-112' Mln I . (\J "- .... I .... . ~ . II l() -.-L L ~ 7-3/4' --1 ~ #3 Bo.r Typlco.l TYPE A --j r- 2' Mln . (\J "- .... I (\J l #3 Bo.r Typico.l . (\J "- .... I U1 L . I- 7-1/2' TYPE C WHEEL STOP DETAIL N,T.S, ~ W > >- W <{ 0:: 3 0:: (f) . zU <( Ocr ~ ~' (f) 0.. 0 ' ~ ~ 0) I 0:: 0:: (f) , G .A' 0- UW "" 'I (f)o..~W U - I Z OOZOOOG WWW-WZ (f)2(f)~(f)O >2>O>..J LL WOWOW:JO O::UO::.JO::O) ~ o ~ WO "'- ~ 0"'- '\" (f) Z o (f) > W 0:: (j Z ~ W W 2 ~ o r-... ~ '\" "'- I{) .-: z <C> WIL.()O =:E~"'CD CL:::>I"')", 001"') v -lV)<C1 LUwCl >:::>Ci2~ wzo<c> ClW-IV > LL... ..--... Cl <C _ '" Z . 0::: N <(Q5~C <C ~~3:W zzo:::z r--<c0 r-~w:I: Uo:::-Io... <(Wu g:j:!: z:::> 0-1 Uz -li= <(~ ~ ::::E W", ZL.() Wv ~.- ~ <( :::E I Cl uJL..LJ~ ":> ~ 0..._,........ ~gs~1 (/)U')<( 3=00 WOo:::: -.-JOO . -3=---lO (/)<(l..L-Z <(:::) 3= ~ 0::::- W o<(~~ ........:r::<(W u...U3=U <(oO::::---l IN<( UL.()W - ---l e::::...-u " u <:3 -.J 0::: o l.L.. o w 0::: <( 0- W 0::: CL t-=' ~ ZL..LJ"""'" W:>t0 ~0::::t0 0...0<( 00::::0 -.-Jwo:::: ~1-0 W~~ Ow _ o 0:::: .-o~ IW<( <:.!)m3= -.-J ...- 0:::: l.L..m<( "'-w ---l U 0... o .- ::c 020 W<(~ .-.J --.J = ::cD- (/)W <(~ WUl ::c I- ~ W ---l <( U (f) f") o L() f") N N N -- ~ W W I (f) GRAPHIC SCALE ~ 30 I 15 I 60 I ( IN FEET ) 1 inch = 30 ft. FDOT DROP INLET TYPE "c" INDEX No. 232 WITH TRAFFIC GRATE TOP EL, = 11,00 INVERT EL. = 7.10 MITERED END SECTION FDOT INDEX No. 273 INVERT EL. = 7.00 FDOT DROP INLET TYPE "C" INDEX No, WITH ALUMINUM SKIMMER TOP EL. = 9.00 18" RCP INVERT EL. = 3.36 6" PVC INVERT EL. = 4.50 TOP OF SKIMMER EL, = 9.50 BOTTOM OF SKIMMER EL. = 8.50 ::r:: (.., ~ o ~ 120 FDOT DROP INLET TYPE "c" INDEX No. 232 WITH TRAFFIC GRATE II MITERED END SECTION INVERT EL, = 8.00 TOP EL. = 11.00 INVERT EL. = 7.10 MITERED END SECTION FDOT INDEX No, 273 INVERT EL, = 8.00 TRENCH DRAIN INVERT EL. = 8.00 END SECTION EL. = 8.00 MITERED \INVERT '\ \ \ '\ \ \ '\ '\ \ '\ \ \J I ,6.fi1 Ii I siJ 6.fif: ~~. F.D.O. T. HANDICAP RAMP INDE~ NO. 304 a1 SA 6. N89.56'04"E F.D.O. T. HANDICAP RAMP INDEX NO. 304 1 ~" 1~1 )f. I /'" 6.9:; i ~ M ~HA-2~ 1fJ ,1. ()'~ 1~~ ~. N89.46'23"W 84.97 tI' - 6' HIGH WOOD FENCE ~~ UTLlTY EASEMENT ~. tI' TREMINA TE WALL 4' EITHER SluE rlF EXISTING TRl:E 6' HIGH DECORATIVE WALL l' FPC"M PROPERTY LINE tI' tI' (/) o o d ~ N 0) :I fT1 W z :J 5,0' MIN. ,,~ ~, 7. ~ 0:: C/) .......... Cl-; I~ w ~ >J~ _ cr: rv ~"'""' &...L. .....JC/) <t:lLJ a )-iE ~~ ~ :r:~ Q, :r:cr: '-" ':>').. ~. 0:: W,V? I- ::> <( 3: w o a w I o-J c - SUNSET ,:>"?' ,,').. ~. LOT 6 45'(C) LOT 4 LOT 5 € 8 ~ SUBJECT PROPERTY 5901 SO FT MOL 0,135 ACRES MOL ~..... BOAT RANP ~ ""'-. 1:1:1~ <:~.. calC . ......,~ ~ ~.:.:' \.~ ~,,"., . - L4 ~~. " : ,. ...)....~ \". .:...~ ~...~~ . L1 7 8 LOT LOT ---- ,~ ,:>. ~1~:';U- ~~':;T. ," , (fIT 0.3' [) '-. L< ......\~. ---. . - CCNC $[AWAU. ,:>' ~, ~'"\ ~.bP 1><. ($[AWAU. O.T W) __' \:5"" L- L6 ./ calC ~ WOOD -"'" ~ '-- c R E E L7 K s T E VI E N s o N FLARED END SEC~ON FDOT INDEX No. 270 INVERT EL. = 1.30 6.61 9.\1 / 8" CLEAN OUT .9.1:; - SS , \0. 10 VOLUME POND 1 5624 CU. FT. 2281 CU. FT. 6' HIGH DECORATIVE WALL l' FROM PROPERTY LINE (/) ~o tN~ CX>~ .0) o v '-I~ <0 :I fT1 TREMINA TE WALL 4' EITHER SIDE OF EXISTING TREES ';' I OND BOTTOM IMPERMEABLE LINER MCF 12/12 30 mil OR EQUVALENT Section 3, Township 29, Range 15 East City of Clearwater Pinellas County, Florida ~ }f',~! .?f.'., r':":r"tF~;:\ ';1",: ~ 1.~F '~~;l'::,~;',:"\h 'rv>~~,! ~~;'(jj:t~~) ~ j~~i;f-f-~; ~ l i;,>~:~~ .'\~'Zr,~ ;:':" ~~)~ .c:~ ~f",)~ -i"';' :':; ;., ~,:,,' i'~i(~'~ ':,,~ ~,:.':~ ,j N r..:,E i'~', i,},,'~_l\~ ~~j ~.'< ': '~~}~; 1.~: 1.'~ :.'.~~) f: ~.'~. (if: h.'~ r-. ~3~ ,~U,k:. ie: IJ;"<J'.,H~.~ : "t :<;: H~ ;.<)~~~ r~ \ h~~ . ~~ >!:H\~/. '; :~( VOLUME POND 2 2020 CU. FT, ';":'<F_/~ : h'~~;~H.'( ,~: \: 1" 1\ ~' \ ~"UNNYDAL~o~RIVE '\ ,~ ""'EMOV~ ~TING CURB A~\l REPLACE W1~.O.Oc" TYPE "F" CURB INDEX NO., 200 \ \/,' '" \. \. -8 \. ~ 1'\ \. __8~ '\ \. 323.90 '\ ';~,i&'I_.;' ."" ~';ik:iMVF'''iIii~',' 'ii~ ; ". '~~~;~";,:"\.1l;;.; ;;t'I~;':':1\$&A",1~!9S~;r1~l!~~lii'.\il~""tl~'\;:; >" . -r~ ';.tY ~... . " . ,x~'''',~,K: " >:l '"?,""':';'..:r'''';i);~.:t;:",, ~, ''''~~>'~'''''->l2~~4''''\';'~~ l-:~~....",~,~, .~,., ~ . ',. " '"P' ~ ~ ==~- 9~~ _ ~ ~91trf-p~~;,~~~'\. ~ry ,,---- :.1 SL~" -=9. - w _ V f}'!>"O oI(lff I - ............. ~~ --1)..11 ,... 8 )~ 'i~ ,oJ ~ 32 L/F OF 1?-- '++ '. .. SECTION BB -- " II)~ ,\\j'Y SECTION BB - ____ 8" .? 8 7A P.V,C. @ 0.0% __ Ll._ ~ '\. ..:..". ~ WI') r ,,~Y v 9 ....'.. '\~\J :ftri~'-9. II II '\ H · y-H ". J,)w~'!~'~~'I'7,,' I ~t--..~~[-+ II a,J. '" // ~WJ r++" ..,_.. ,[)' " , .1 \(:-'" ., ,0 :)'/ JIll \(:- ^ '" 'y. ,.,\ \(:-. ,\JJ' 'yt- // // <J' I ~~~,~ 1r ~ - ??~ ~ ;: L8 ~ ~ - ~ ~ '\ ~ L: OF~5' v ~,' ~r~ ~_ !z ~ "'~;".s tUff CENTER LINE GRADE" 0.20% - , ~,C'6i:N~E~2jNE GRADE" 0.25%': '\ .. W .\1 / ~.60 ~ ~-T":f-F J ~ L.II ~ 77 '1<'0 g W, ~ ~~ .. ~.(.~. D "'; ",,'''.s I ~ ~ 3~ · @ ,,~o/ v,tl ~ ;r!;r~ "~~?,,,,m-~" ~\!~?~S'o z ,.,! r ) 0:: d W9 II # "Y -t".tff..l-l-- '\'\ ~ .,'l~tT_j '\'\. .\0. a:::~ ~V;~ I~~, o~o I ~ ~z"".u- A1 ~I"HH l!!~~ .~":+~.oo~", - ~~lW IfII7t' , ;.tw.;~~ .~ _ ~".?', t+++++t "..'WLU.. . ....! :. ~ · '1T :,.', ,.,::rf,:lI:l ~I : . 1 b~r__l-- I..L ---.-- ~t.. _ _ .....---.+....- -. .. ,"l-~. .I'",:-!r.l.-l-D- ~ ,tLi{ IAJ _ _ ....- ~ f'- en . :; 1ll 's- ~l-,+.t. ,bo }~$:o ' ,,;jY" /.. \\ N05017'06"EL?: ". .73':'~ II 2 ~~1 of 0.... I,: ,'.'~ )Y ~~.? " .,'h" n ",0' ~\o'" P I 10.03 ,1 · V'~ ~ >': ~ >., ~ ~ . : / aU. "_ ~ ~ S89.47'32"W lL. o~ ,,~ ~ ~'P~ ~:-c~').. tY' - J '\s 0 tI' 6 35 -~J: ~ '/0..., "0':; Q)r--:~ * ~~':> f~?7~ ~/ ~ . I ~~' ~ ~~ ~ ~ / . s. ~ ~~ ~ ~ 1 50 L F OF 18 '0 ,Cl> tItI @ ---r--W 1\ J.\-1---- 3:1 . R.C.P.@0.2% DaD w '-' , '----":::' no" ----.... ~ ( - POOL 30 L/F OF 6"- <I. V 4..v . D a ~ UNDERDRAIN WITH ri ~:o-- A~ ~E:.I"II\ I't AA -. ~~ ~~~ ~ '-~ STIlt 0:: STONE COVER ~ i' ~ J ~ ~ __ ~. -0' --,...- ~ II ~~ I (SEE DETAIL) --__~ .,:;: ~~~')..I/ ~I '~'.\ r:r :, ~I>< 1~Q /? I 2- .u- ...J ~ < .. ~ ~."O, .~' \1~'1""1 . ~9-' 0 ~ ~ ~~~ '\s '\s 0:: -- ~;;r-r-LI r I -::,:7....-; ~ ',- ~ D a ~ :::> ~1:.f--. I~l H , ( . "") ~ ~~~ ( I :x H ~ 4.>" '"\ ~~ :;; b':> ~ Ii U; ~ \~ ~~~ ,~.if "Cl t. i+-" - ~ ~ II v {ij ~.'::~ . '\ ~~ r- ~.5.1',,{:~;'/ ~.li ~~ ~~')..':>~~. :_ .1~ ~ t 0> X ..'1.~... . "!l'Il~., ~,%~I>< c ?~9?-7" . ~~- ~. '~7 I~->--- // w iift I"') . () ~. 'S- ' - '\ '-'- '0u'<- ~ If) ~ t:: ~ ~~C.V ~ 06. ~~.~ ~'\ ;,/ .~;) ~ _I" "'.. 0 __ 1 ~~ b / /' " . ~~~:"~ ~ ~ $~hmttffif~lHb:'~~kw:rwrfffr; ffiE~l;~l~:S} oeP fr."- \ ~I ,,;",~~-:;' jlj.j~t. m~,rl_ "II!-++T:,~ ~k 1+~~07 ,~ <'" >' ,~' ~V'\;y ;fY ~": ~":)S89.52'30'~~71.38 ~~ @ ~ ~ l:~rL \1"". <~~. ,~;~. ",0 ) o"? ~ :\~ 1 ~ "''II'' , III :' --', . i +-d- ~ '. '. ',\c',~"" '" o. /~: ,,0' '"\. l' 7. a.: 0 r-t'i"j"- "'.,:'"./ ),Cl' .-, >""~.. ' "I " r <.5 @ '-,-c.t ,-" . ',,'..'" " ~'_. .. / ., # ~~ 4.~' Z 'SO' i!1+ \V' ,"'..~/' '.. r / ~ v 0 ~ ~ l:5 Tl-rr. V"~ "<. / ~6g~MIN~~~H~~E 201 ~?: ~ ~ ~ H:tr ,-J "ill. I~ ~ ~ ~~ER~\L~ ~'.~:~~ DECORATIVE ~ ' Q ~ ~.. .so 'Zl0 >~~~'>;: ': "~'~c"" .~' ~.:;, ~ WALL p~~~~gNIR~~ 1J1 ~~~.1><1 ~77~ ~ ~77 b~~-'<' ". '''>,\1''''-'<><'' ,~J:IO / '\ III ~ ~ "~A ^~^..? if! ~ 'S'J ":"" /;'/ '. ",'.,,"-,;.:-, ~~. ~ -lJ. tI' 0) 0 105 L/F OF 18"../ Y -7" ^'q,:tiY 11/ ~ ",,;~" -'" /", ~~ ~ '\s ~ ~: ~~ R.C.P. @ 0.4% tOt: n eI e11)'- rf ,. II I \ --, , , ~~) I~~ ')-~ ~ " <-;--.. ~O/ ~ 1Y 1_ ~ rty...-- ~ i C'" FDOT DROP INLET STORM MANHO~t20 E~~~6~~~ ~ . 'Y ,- \, ,*,'" '" _ ".;.~/ Y ..;7 ~ /'\.~ ~ ("~, TYPE"C" INDEX No FDOT INDEX No. 201 ~ \ \\ = ~./' ,c. 132 L/F OF 16" 0" "'hO/" I~> "! -Z 'I / '.:. \\HH TRAFFIC GRATE ~~~ER~L'E~ ~.02~38 1:1" ~.9\ ~",,~J ~O ~ =:..~ "o~tNIt.K LlN/'P, @~P:% 4.~~p ==> n:'.... l,~ 7)/ i ~.V.'\ ~O:ERi\L~ =9'i~6 ",~')..~ W L ~ l\:70~:--Cl ~L.J;;f\ 1'\.-..., )> ~",:,:,:.;:':'~0,." <.',.' STORM MANHOLE 1. ~ ~~,~ rt'rll~T' '""V;~'~ ',..:;:.' STORM MANHOLE FDOT INDEX N Q. HI't /-;:::~;:::- P'Ii jJ en r1:' ~'1. / o. /. .-" ~ ~. ~~~"'""" II '\ JlXl 1. / FDOT INDEX No. 201 IF. ' . .^':-S;; ~ , , -lJ. 0)' '1 RIM EL. 11.02 , . . , .. ". "' ~ ' 10~ " ----:/ RIM EL, = 7.87 INVERT EL, 7.40, . . . ::--::=::7~ ~." S.... ,..._.:C,,:.' INVERT EL. = 1,65 ':>~~ 5.84"?' 6 . II .- .r'-' ._,,, ~' <:,~. - ..3.3 ' ./"" JJ. ~ ~ __ REMOVE AND REPLACE E~;.HING ~ 6, ,:>. ,:>. SEE VERTlCA~:"CURVE i~.~l:~~ 'j(1~~.88 ,:>0 ~~--:- CURB WITH F.D.O.T. TYPE F DETAIL FOR ENTRANCE ~ . '?~;... bo. ~ ~:I ,:>':> INDEX NO. 300 ~ GRADING AND DIMENSIONS TOP OF ./ ~"b.)" ')..'\ I><~~ ~~ (R/W VARIES) ,:>.&p F.D.O,T. HANDICAP PIPE EL 298;'( 1><. RAMP INDEX NO. 304 ..~o . . It ~I><( ~:1~ ,"\Cl P 0 ~-; N T R 0 A 0 ( C R f~ 4) 88 L/F OF 14"x23"~ TOP ~OF ~. ~~~ ,,~E.R.C.P. @ 0.4% r PIPE '1.~L. 2.88 ~. ...~"~. 1><. I><:--~ PROJECT AREA 2.43 ACRES TREA lMENT FACTOR 1.0. OVER PROJECT AREA TOTAL REQUIRED VOlUME 2.43 ACRES X 1.0. - 8821 CU. FT. TOTAL STORAGE PRO\1DED 9925 CU. FT. STAGE STORAGE: ELEVATION 9.00 - 8.00 8.00 - 7.00 i>;J?~,-~r) ~](:,'~ 'C:;:~~ ;;,':;.,L\/t~ ;':C.~i',! ~. ;N.:)f::~::(:~~}f0J\,,,"-' C>~~~',; r~:- ;1:!. ::'-'H:. ct,~"',',." ;. .e'\ r5~~~~'i\; 'j )~. ,,.;:::IF', >5(;~'(~ '?,j,f .,,{; . ~'::, i~':,.1P.~1 /C~.,\J ~:t :'\~~~ . '~'.~" ,~. ~ /:. ~~.;> \ -7.00 6.75 ",: .', ' .;., I ~, . ~ 1 " ~..:. <', ~, ' ;l'<,>;,!:J.~;'f': I , i~f'A;'~; " {~~. ~ ;\i I ,o.se IMPERMEABLE LINER MCF 12/12 30 mil OR EQUVALENT WRAP FILTER MEDIA AND STONE WITH MIRAFI 140N DRAINAGE FABRIC (OVERLAP FABRIC) TREMINA TE WALL 4' EITHER SIDE OF EXISTING TREES .. '..~.' ... 't.,., i ;"K!)E;'H ~ ~~~~:.:O .;. ,. ',' . .:..,.... 3~'.... .~ ....: ." '..' 6' HIGH DECORATIVE 6" PERFORATED PVC WALL l' FROM ~UT~RgR~K PROPERTY LINE 9.0']. INVERT=4.25 ,:>'1. ~. FIL TER MATERIAL TAMCO 20/30 SILICA OR EQUVALENT WITH UNIFORMITY COEFFICIENT OF 1.5 OR GREATER & EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 mm DIAMETER WRAPPED WITH FILTER FABRIC. : (:.l. ': ;'!';,:; ~ ",' ':' . :~:l ^ ": :\ti :.~ ;'){l ::~ :l':~ .r './ ',~ :.,,;'1 :; (){, .: ';",.,' :0 ~; . ':5,;:. :' I ,.~' ~, ,~,;:'-! >~( HL.t.',,;. ~. I r) n';. .) ( lcl'i': f";-,,'~.,. <. ';(,'.,i( r:~,~~" T ',_l(,!~., fl;.j.,~ ~',,"', ,,~'<, :,"') '~(;:2,\'.> :":\) ';'; >;'~:r ~,';: ',; ,.';' ~~ :' I, /::' 1. PVC PIPE SHALL CONFORM TO EITHER ASTM F758 OR ASTM D3033, EXCEPT THAT THE SIZE AND ARRANGEMENT OF PERFORATIONS SHALL CONFORM TO THE DETAIL SHOWN HEREIN. 2. DIAMETER OF PERFORATIONS SHALL BE 3/16 TO 3/8 INCHES. 3. LIME STONE IS NOT TO BE USED IN ANY PART OF THIS INFRASTRUCTURE. 1><" ~. UNDER DRAIN DETAIL N.T.S. VARIES SLOPE o SIDE SLOPE 4: 1 POND SECTION BB N.T.S. ,,':> 232 ~. "'~ '" '<t lXl -i -> W ...J W NOTE: DIMENSIONS REFER TO ENTRANCE DRIVEWAY SEE PLAN FOR PARKING AREA DIMENSIONS w z :J 0:: ~ Z W <.> 6" 6" 24' 12' I 12' PER GRADING PLAN -... ..- PER GRADING PLAN 9 6" 3000# CONC. WITH FIBER MESH ADDED 6" THICK WITHIN RIGHT OF WAY 8" BASE (LBR-40) (98% T 180 ALTERNATE: 1-1/2" ASPHALTIC CONCRETE SURFACE COURSE (TYPE 5-1) 6" L1MEROCK, 6" SOIL CEMENT BASE OR 6" CRUSHED CONCRETE BASE (9870 T 180) 8" COMPACTED SUB GRADE (9870 T 180) PAVEMENT SECTION N,T.S. >~ i' :;"'. :..';: l q,>'<:' "1) .,~ :~; .'.i;~' .~~<, / t -. 'Y:. :T~;l :: l~'" " ~. . ..;'.' "\': :,: ;/: .'", ; \ ; I ~..,~: c} '. ,,','t 1,:- (~;::~.~.<; >~~'.l'/l.. :- 'J.1 t', <c. .' _ .. '" .... ~f ,', ~ \ '~" , ' . ~,,;.....\:(:) \, ~:.~: :: ,)..- r ,<.,' . ~ "/ ,:. ...--.',I,v"lVl,' '. .~<' \ ": '~).H'_ '.\~ \ .!;:~ ~ ':~\A '.' "l:y.:r~:~: / ~'i;: w z :J >- < ~ lL. o l- I <:> iE 5.0' MIt,1. -> W ...J W UNDER DRAIN CALCULATIONS N.T.S. VARIES TOP OF BANK ELEV. 9,5 Water Qualit ELEV. 9.0 -> W ...J W >- >- 4: I- :3: :J lL. __4: o 5 I- 0:: :r: w r' < TOP OF BANK ELEV. 9.5 ~ \i;~i,v, ,,v, t SLOPE 4' 1--4-;'1. Water Qualitv ELEV. 9.0 S~~~ '''~'S~:E SLOPE 4j~\~D / POND ~TO~O~LEV 800 ~:1~~~,v~~111 III SIDE SLOPE POND BOTTOM ELEV. 7,00 ~ SOD POND SECTION AA N,T,S, o ll) -i -> W ...J W ll) lXl -i -> W ...J W ~ ...J < ~ W o Vi lL. o ~ U < Q) >- ~ lL.W o~ ...J I- J: <.:> ~ ...J <.> I- z 6 [1. U") " -i '> W ....J W C"-l o lIi -> W ...J W " CD cx:i '> W ...J W Q) 0:: :::> <.> wQ) ~ 0:: lL. ...J:::> 0 ~<.> ~ o <.> ...J < lL. Q) lL. o 16.40' ... 10,35' - 1.20' 17,24' lL.~ 00:: :::> I-U ~...J 0< [1.<.> J:i= <.:>0:: -w J:> o ll) " oi -> W ...J W I') " OJ o U") oi -> -> w W ...J ...J W W ...J < [1. <.> 0 i= 0:: 0::1-0 ~~lL.1- lL.<,:>ow o~O::~ I-I-~- Z Z 6 ~ [1. 2,59 3.52 VERTICAL CURVE RAD. 150,00' DETLA 14'55' TANGENT 19.64' CORD 38.95' ARC 39,06' 5' SIDEWALK 1/4" PER FOOT SIDE SLOPE TO ROAD VERTICAL CURVE AT ENTRANCE ON SUNSET POINT ROAD SCALE: 1"=10' >- <( 3 (f) . cr z 0 <( o ti l- I- . (f) 0...0 I- ~ ~ (j) OW(f)<( (f) 0... I- W - Z oOZOOO~ W Ww - w (f) ~ (j) ~ (f) 0 >~>u>.J LL wOWow:)O crO~.J~m "it o "- I' "'. >.:le > .;, (;'; ,~i \ ':~" w ~ ,. (f) Z o (f) > W ~ ~ o "- L{) "- "it '.\-' -:. (j Z I- W w 2 . m . ~I- OI (j ~- wW 0... I ,. "- L{) u Z t-=' ::z ~j!: Q.. :::> 00 --IV) ~~~ WZLt)Q O~~cD o<C~~ ::z . <C <(0::: I -:>0 ~<..::>o:::tO ::zzg-.:r F=~u.....-.. ,., ~ ~ ........0:::0:::"'-1 <(ww~ ~j!:~'- ::z:::>3:w o-lo:::a UZ<C::J: I=~a.. --Io:::U <(<C 0::: ~ W~ ZLt) W-.:r ~ ..- 0::: <( :::E I o . Ww~ . > CD 0.._1"""--- 0:::: I"") -Ol"")~ ~ (/)(/)<( ~8~'- -.J:::...o . - :::> --l 0 (/)<(l.i...Z <(:::> ==-w -w ::=-1-8]u O<(I-Z """I<(W L.L-u3:u <(oo:::::::i IN<( UL{')~ a:::'-U . U . U ~ n:::: o lL. o w n:::: <( CL w n:::: CL .. L{') I-- L{') ::Z:wl"""--- W>I"") :::::E0::::1"") 0..0<( 00::::0 --.Jwo:::: wl-O ><(--1 W3:l.i... Ow - o 0:::: I--OW ::cw~ <':>0')3: _I 0; a:::: U-.-<( w --I U a... o I-- I c...9 W --.J :c (f) <( w :c r- Z <C ~ D- '-' Z o <C 0:::: ~ o Z <C :: o 1'0 II ..-- Ww ~--I Z <( <C~ 0:::: o ~ z > <C D- t") o L() N N f") N ~ . . ~ W W I (f) EXISTING FIRE HYDRANT EXISTING SANITARY MANHOLE RIM EL. = 8.26 EAST INVERT EL. = 4.31 N.WEST INVERT EL. = 4.10 NOS017'06"E 10.03 I S89'47'32"W 6031 I I :::; 0) I.() ex: (/) "--' I~ w ~ > <( z a:: rv ~-.. L.L.. ....JC/) <(lU a )-(2 <(~ 3: .1:3: Q" Q:: :z::~ w;0 I- ;:) <( ~ w o a w ()-I l SUNNYDALE IT;T"'l"-r., ! t'~r'I.'i -+'1 n'Hl~-':i r \j'.t- r-r'~ I,.t+., t.] f'-H+<- \;""1'1'1... 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"" Ii 1--' .. . ,'.,) ..~ \:,.:,:~';,,,~:,',";:'i:.:;,,,'.,.ril"::__:I~i:"'_~'.;':'"";.'.:I,~t.Lr~' ii1ti.__{~:,.,.i_.,:__.. ~.~,i~~' ~: "'. ~~ " "~'. n,~":~:r::,".",,,L -- :::~::- >~'-{'.~ r :~.;~:l:::C:~' :.:~': : ' ~ ~",~.; --~; --c~jJ ! __ :- " ~_ __ ,__\:.::;,:..1,~:.;~,'.;;. :d':";';1~<~'~~-+"~;:;!;' ; to.:y!--t~1.~ t._.:~- ,"1.:. -~"'-r-' J..L~ :-:. 1 .~_:... ,J ".,_~,,>,.a I~ r-.~l-\,.,I I I i~-1-~"~~~~~' I, ~ I' I I, ,-I- ~G5'u:TILtTYEAS-1:J,rt t ~ ~S ~~~~~G8" SANITARY SEWrR~ - 7' ~ - - - - - - - - --- - - - - - - - ."'1,:::.. ". 14.(P~lSJIN;;),.;;~ .' ~.''1..~' ~;:~';':I (~BE REMOVED, I N89046'23"W 84.97 f'-~ I'. pt,e.... BEV '. ..J~I .~ J' ;n.; ,; f, i ! ! !i-l ,/ -':-"".-;c ;" ~ I th.:o. J l-~ _/1 . C i .. ; ~ I i .f:5::~?;::::.:'~ i I ! i :f~(i' il iH:1 ; I' ~ I ! i;ir' i.l,...fc~',,; LJ It L. !i ~<<q ,'; 'I: . ':" i' ,.:1 .: J,: ;l! 'ji I I' il\.l!:i"! U '1 ['i' Jk./!' ii ~ i j li ~ ( ;; I Ii 1 I '<:,;-.:, " I +- --rr ' 1 .! '\;,;:::'::..".q:, ! t ' ~ I . ~~,.n...~ ~~ _,<,tl.:.--ti r. I f,I.I,;~::""'1:',..:, \. '1 ~=a:H 3 I , . .. h I'H,1t~ I I I " I I', "".~" I' r-.' I @~.~rl r1 'I ' . ,.. ...... -', - - I '. -;~II \I ~. (' ! '~I' 1----''. eo:) ('.', " 111f<,;<:i!r-,~!" I . I "',.~-."" ~ r-- "J ! 0"> !"'t I I n rn~' ~ I ".." ., , 'Ii r "1 ,-!f~; i I....,. . . ': 1, I ' Hi'll,;~ ; ,.' i" , I ~, I'H~H~ ; k__ .- H ". ,', i I I, I , ft+'IW~ ' , I:: I ~''''~'J~:=~~t1-r'' :~_. -_~_:-'~~' ~-,., . ." .-N':. .. '- 1\ I -- - - - (,. "-1 ~- ~ I "W . tT"''''''''"'j'''''';''''T'''ril'''~'''~''''Y''1''I' ~"''';-'- --. "'1i'k'~~"=tT"i'--'"'~\"IJ."'<'="~''-'~"'''\~ :'1~I;k : , .. -'-+ :-,~ r ; J, q-~ 'l~+ ++-1-- ~p-FC,T T ,- T:;':j!--;-'. -+-- L J... '-+;i ~,L I ' i. :.:~ ': r 'c II : t~";-.......I~i'-'r Ll --f'",:.'1:" ti"+ . r~+t-~.l !..,.,.-'1.1-- + I '~'!"~+'~-'"-f'~' "~1,.l'l t1 1 '7 ' ; "., , ' .--L'~"":'{' "J'-J],I H--J "r Ll- ~}..~\.. .1~L'!'--"\.i~, ., Jr"r-1'; : J_ d""..,\.J : i, ,. I. \. "..., t' " 'I l 'I. J.. ,~. ~'~'-"_4.H_--'~~.tlL1..' lin' \;j. 1 II ",::,~:--::., '-- '::_:-" ,,""\' '- '~'li 11- _"'0. ~..r' - -'--1' ...t..~:'" .~.: w:~-;ljl~:{. iIT~~~r-f -~.. :' I, ' i~~d ,r T '\ '\'i! 'I \.. i' i' ' : ll-.-..:.,(Oi'':;'-'-;O'll' . , S890S '30"W 71 38 Tilll I 11\'c~"-"~'~"'II~:T=:Al"-' . 1': iI ' ! Ii ',Tt!f<i.C,f. IE':":~~~a ' I I i jl____..... 'I ,J .f I ::f::-:-", I z liP " I in'" ~':..c,,,.~.=~:~::Jl ~ '-, /. , o il . ..' . \ .. 1 \ \" V '\, OIl..,! H I' ~ ", . -l I: 11 ~ -...,J .! I! ~ liit... , I' , " :E ;1\. U : I !Ili- . I " II I t; .! I L_ L"M . --".-'-'-'-.-. -_.~... ~ I -i- I I o R I V E :;:...> ...;" ,..;:::..' " o. 8 I :} '''-r.'''lr..,.~.".,. "~".:,"".~",,,,,,~ _.""",' "''''''}-...''''.....,jy'l:!.'li:.'_.,'' ...."c.:":~,,,....., \j . --I !'--"--- ! I I i ! I "'1'-- I --0- ...., !' ! ! in! I 1~,' ',' i : ; j : I j . , I i , !Jl,! I.() a w (/) o Q o a:: Q ~oo <,' ii Ii 11 " " 'i nli .I w ~ <D .- t'0 N o Z in ! j, ii " !I ;; ;i :! I> I: f! Ii II IS:;:.;:_';;_,-;:;';."::~':-:':';.)\ ::.:~'-= "~~,,::~._ ..:..-.:/1 PROPOSED 6" FIRE SIAMESE PROPOSED 6" DOUBLE CHECK VALVE ASSEMBLY WITH LEAK DETECTOR 10 L/F OF 6" C900 DR-14 CLASS 200 D.I.P. FIRE LINE 6" C900 DR-14 CLASS 200 D.I.P. FIRE LINE 6" C900 DR-14 CLASS 200 P.V.C. FIRE LINE EXTEND OVERLAY OF EXISTING ROAD 10,0' WEST OF PROPERTY LINE I i .~.'" '-. ~ -;.j~ - --""6u- C900....QR-14 CLASS 200 P.V.C, FiRE CINE - "_ . I , .. _,~, ..... 4" C900 DR-18 CLASS . _.--l't1 , q ';"""r-r"IT'''i -'''IT''''i'-'''~'f5U''?:::v c..,..W JER MAIN ~ ~.co~W~~.Lo_',~",__ - 0 0.. o~'"<"'''~'''~'"'''"''>~ i --- ____ fi ! .r-- -+- + ! ./ -+- .':' #~~r~~l:'N~~E~I$ll~~OAltR-'~1J"/ 1350~.B · .A$R?~M~I~X:V\1r~MAST.ER . \Zi1';.6VERLAY..OFPC""3.ASPI4~LT.' ..' .. .'. ~\~!iiI'N~t(R;l~~~~iP .... ..(. CR:BE$~I~f: ZA}CHEXlsn~o/) .... 10.00' 4- EXISTING FIRE HYDRANT NEW 6X6 TAPPING SLEEVE AND VALVE NEW 6X4 TAPPING SLFFVF AND VALVE SUNSET " " ....., I' , , , , I , I I 1 1 (f) o o ~ (J) , I ! j i ; -" , . ~ ." I :;1,; 11 <D [Tl ;' ~J, '1 ., -" 0J ex> o -....J Section 3, Township 29, Range 15 East City of Clearwater Pinellas County, Florida GRAPHIC SCALE J~ 15 I 30 60 , I ( IN FEET ) 1 inch = 30 ft. i:t: e... i:l: c ~ 'Q'---~IN~' ~T~S~ ~ _ TO REMAIN I, ii I ii I II I' I Ii I II 1"-0 i: 0' ii I~ Ii H I@ " !; 10 Ii, I>: i! ll. I: :7 II a:: " ,.;.....'.,"'1, JJ II I" 1I 0Cl }I IlL.. [I l~ \ f- "",."."..-["::3 T Z 1<.0 III ~ 0"> I W IN !I~ IW I ij >- I h~ .,....J I lis I Ilg I llui '\"- I 11~ I ll~ I ii I I I SANITARY DOGHOUSE MANHOLE RIM EL, = 10.95 E i~'v'ERT EL. 5,27 S INVERT EL. = 5.17 :~ (1../ "'\ (f) o d ~ "> 0) rr1 .. b d ( ,.; . }J JACK AND BORE 35 L/F OF 12" CASING UNDER TREE ROOT SYSTEM FOR 8" DR-35 SANITARY SEWER EXTEND OVERLAY OF EXISTING ROAD 10.0' WEST OF PROPERTY LINE OPEN CUT ROADWAY AND REPAIR ROAD PER PINELLAS PINELLAS COUNTY HIGHWAY DEPARTMENT SPECIFCA TIONS SANITARY DOGHOUSE MANHOLE RIM EL. = 4.8 N INVERT EL. = -0.68 E & W INVERT EL. = -0.78 I" .. ! - - - - - - - ~~G.Jl,;;.SAtilJLA.~EU _ LOT 6 OPEN CUT ROADWAY AND REPAIR ROAD PER PINELLAS PINELLAS COUNTY HIGHWAY DEPARTMENT SPECIFCATIONS LOT 4 S 8 ~ SUBJECT PROPERTY 5901 SQ FT MOL 0.135 ACRES MOL LOT L 0 11' 5 (SEAW~ 0.5' W) EXISTING SANITARY MANHOLE RIM EL. = 5.30 INVERT EL. = -0.08 N.WEST INVERT EL. = 4.10 >d ;'..,' .- (FIT 0.3' E) C(lNC FOO1l:R (SEAWALl O.TW). __ . L5 L6 , L7 5 T E v E N 5 o N - ~~N.u.: ~T~ SEWER ~'(C) 7 LOT ~ 8 LOT 9 ---..-- L1 ,..,' ,'I . c R E E K \' , OR EQUAL '" APPROVED BARREL JOINT SEALS ARE HoH-RINGS AND HRAM-NECKSH TW'o CONTINUOUS RINGS AT ALL JOIN ALL JOINTS SHALL BE SEALED, CONCENTRIC CONE (FLAT COVER ON SHALLOW' MANHOLES 0' TO 4' DEPTH) 2H / FT, MIN, STEEL REINFORCEMENT 5H MIN, W'ALL THICKNESS TYPE II ACID RESISTENT CEMENT 4000 PSI GROUT FILL OPENING W'ITH NON-SHRINK MORTAR GROUT FLOW' CHANNEL ~ ~ 2' JOINT IN PIPE ENTRY ~ (TYPICAL> PVC PIPE REQUIRES MANHOLE ADAPTER COUPLING BY FLo CONTROL INC., OR APPROVED W'ATER STOP COUPLING, NOTES 1. MINIMUM CONCRETE CoMPRHENSIVE STRENGTH: 4000 PSI@28 DAYS 2, DESIGN LOADING: H-20 3, BASE SECTION IS MONOLITHIC 4, MANHOLES SHALL HAVE AN INTERIOR AND EXTERIOR COATING PER SPECIFICATION SECTION GS -10, DOGHOUSE N.T.S. MANHOLE DET AIL (/) . zu o . _0:: I- . 0..0 I- 0::0:: (/) UW 4: (/)o..(/)W - I- Z Oozoo WWWI- (/)2(/)4: > 2 > U LL wOWoO o::UO::-.J 120 I 't Wo I- 4:tf) 0",- s W > W 0:: >- 4: S 0:: 4: l- (/) 't o ,- .q- (/) Z o (/) > W 0:: <3 :z: t-=' :z: WI: ::::!EI- CL :::> 00 -.J if) ~~(D W:Z:L()O Owr--..(D >,..,..,..... O<(,..,..,~ :z: . <( <(Cl:: I -::>0 ~00:::(D :Z::z:S.,q- I--~LL........... , .. ~ r--.. '-"Cl::0:::C'J <(w~r--.. g:j:'!:<(:; Z::::>3::z: 0-10:::0 U:Z:<(I: _wCL -.JI--I <(~u 0:::: :::iE W :z:r--.. wL() ~;:!: 0:::: <( ::::!E I o . Wwoo:;t . > (0 a..-r- 0:::: t'0 - 0 t'0 ~ if>(f)<(1 3=00 wo- ~oO:::: if> 3:<( g . <( l...L- 0 ::::-=> Z :::> W ~ ~8S o<(t-W ,....,:I:<(U1 L..r-U3:Z <(::r:: C> 0:::: t5 "'-, <( - U""w -.J _l.C)-.J 0:::: ..- U . u . u -.J 0::: o 1.L o W 0::: <( 0... W 0::: 0... l.C) l.C) Zw'-"""" W>~ ::2:0::: a..o<( 00::::0 ---IwO::: w>~o <(-.J W3:l...L- o W ~ c..? 0:::: I-- 0 w ::r::w~ C)0')3: ~ ...- 0::: l..1-0')<( "'-w -.J U 1--" a.. o I- I o W ---1 I (f) <( W I I- :z: <( ~ 0.... >- I-- ---I I-- ::) o n II .. ..-- W -.J <( U (f) n o L() n C\J ~ C\J ~ . . I- W W I (f) ~ (\j ~ D ~ ..;:t , (Y) I ..--< + 1 ~ Required ~ ~ Pick Hole 7 S 1-1/411 117 T ~ R W ^I~ <v ODD/' '-I ('" USANITARY:;:D o 0 0 000 SEWERo o ODD 0 OF L p>--o Non Skid PQttern Required 5/811 Min, 4 Required I RING - HALF PLAN 3611 ~2311~ 21 II MQchined Surfo.c: / I "1 I L /~ ~~ I""'" "" + ~ (J"\ ~ D ~ f'.. -, RING - SECTION MiniMuM \v'eight 7" 232 lbs. 9" 278 lbs, NOTES 1. \v'here roo.dwo.y bo.se is 811 or thicker use 9" ring) o.ll other co.ses 7" ring is perMissible, 2, Mo.nufo.cturers Model of storM ring o.nd cover to be o.pproved by City Engineer, r -P o >,--.J o (J) I 3: s: (J o .::L o ~ Q;:: 0 '-./ 0- ~ '-./ co ~ ..--< \0 ..--< r- 4" Drop 0. t All Drives 5" 1/1 "n~1-1I2'R r \v'eo.ring 'it. '1: · ::0 ),'>, '''''',..;--L ~t\. <1 "v1'VV ,AXX x xx xxX' ;,\ t> l:> ~ ~ ~ "// /" ~ ~~A /'u/;(/ / ..... . .<J COl'"\po.cted 0-. l . I Subgro.cle /.' 6" 7/1 ~ . 1 1 ~"Z~v~~" ~. ~~WY~Y);'/h o r.......... v)', V A V 0/>>/' /, //.y//.y//~ /h /'> SurfQce Bo.se NOTE: STRAIGHT CURB TYPICAL CURB CROSS SECTIONS tillIJdl SOLID COVER ~ ..;:t" ,(\j C( ~ I_ 22-3/4" LI"--< 0 ~~~ Mo.chined Surfo.ce SOLID COVER SECTION Minil'"\ul'"\ \v'eight 128 lbs, ~ 411 Drop 0. t All Drives ~ (\j ..--< 112/1R " 6" 2" (\j '" -I -- r 311R ;. 7 <<t.' 4"'\ /. L~ ~ n~-~\V \0 .' ~ 1~ ~.' '.~ 'Pl>3/4/1RJ :.{". ~y//~4 p ~ " .1-. >;; 6"' J 24"1 / . - L\ COMpo.ctecl > ~0~' /j ,z//....' //....'Z/ /....'Z/ /...."<'x subgro.d,E? ,<<"~,,~/,, .~)... 00;0>0~^>::^y~\... /, ij<<k~0 \v'HEN USEr ON HIGH SIDE OF ROAD\v' A YS) THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6/1) UNLESS OTHER\v'ISE SHO\v'N ON PLANS, r \v'eo.ring Surfo.ce xXxx P .4 .~ Bo.se TYPE I CURB NO-:ES: l, THERE SHALL BE A 1/2/1 SEAL JOINT BET'v/EEN BACK OF CURB AND DRIVE'v/AY, 2, CONCRETE IN CURBS SHALL BE 3000 PSI. 5. SURF ACE TO BE CONSIST ANT 'w'ITH EXISTING SURF ACE AND THICKNESS; 'w'ITH MINIMUM OF l,{z TYPE OF ASPHAL T TO BE IN ACCORDANCE 'w'ITH PINELLAS COUNTY ASPHALT SPECIFIC A TIONS, 6, OVERLAY OF CONSTRUCTION SCAR S TO PAVEMENT AND TRENCH 'w'ILL BE REQUIRED AS PER ENGINEER DR INSPECTOR, 1. BACKFILL FOR TRENCH SHALL BE PLACED IN 12' COMPACTED LAYERS TO 100% OF MAXIMUM DENSITY AS DETERMINED BY AAS,H. T.o. T -99, LAB REPORTS ARE REQUIRED. 2, BASE MA TERrAL SHALL BE PLACED IN 6' COMPACTED LAYERS TO 9S% OF MAXIMUM DENSITY AS DETERMINED BY A,A.S,H,T'o, T -lS0, LAB REPORTS ARE REQUIRED, 3, AS AN AL TERNA TIVE TO COMPACTED BASE AND IN 'w'ET AREAS) FULL LIFT P,C,- II ASPHALTIC CONCRETE 'w'ILL BE PLACED IN 2' COMPACTED LAYERS TO A THICKNESS OF NOT LESS THAN 6', 4. ASPHALTIC CONCRETE PAVEMENT JOINTS SHALL BE MECHANICALL Y SA 'w'ED AND LL SURF ACES TACK COATED, SURFACE (SEE NOTES 4 ~ 5) BASE 1Y2 TIMES EXISTING BASE (9' MIN,) (SEE NOTES 2 ~ 3) -l,L~ TRENCH BACKFILL J (SEE NOTE D k' l' i- ALTERNATE II ~ L vnrie~ REPAIR OF PAVEMENT CUTS Design Wo.s to.ken frOM 0. Plnello.s County Sto.ndo.rd 7, LABRAToRY TESTS SHOULD BE FOR'w'ARDED TO. Plf'!ELLAS COUNTY HIGH\oIAY DEPARTMENT 22211 U,S, H'w'Y, 19 N, CLEAR\oIA TER, FL, 34625 (PHloNE 464-8900) 5/8" Min, 4 Required .. Pick Hole 7 S 1-1/4" 117 ~ tA R \./ t<J~ <v ODD/' '-I ~ u STORM iD 000 0 0 0 SE\v'ERo Non Skid Po.ttern Required RING - HALF PLAN /. Required .&- 000 OF"Li>-O .. (\j ~ o 36" " ..;:t , (Y) ~23n~ 21 n Mo.chined Surfo.c: / I 'i-/ L /~ ~~ I' " " , " " ~ f'.. - ..--< t t " (J"\ ~ o RING - SECTION Minil'"\ul'"\ 'v/eight 7" 232 lbs, 9" 278 lbs, NOTES 1. \v'here rOQdwo.y bo.se is go or thicker use 9" ring, o.ll other co.ses 7" ring is perl'"\issible, 2, Mo.nufo.cturers I'"\odel of storl'"\ ring o.nd cover to be o.pproved by City Engineer, 3, Perforo. ted covers) when required sho.ll be sil'"\ilo.r to solid covers, ~ 1" Drop o.t All Drives " ..;:t , ..--< L t~ t <1 NOTES: o o SOLID COVER ~ ..;:t" ,(\j C(~ I A 22-3/4/1 LI"--< 0 ~~~ Mo.chined Surfo.ce SOLID COVER SECTION Minil'"\ul'"\ 'v/eight 128 lbs. r 'v/eo.ring SurfQce x'X'X)( .. f'.. BQse VALLEY GUTTER CURB 1. THERE SHALL BE A 1/2" SEAL JOINT BET\v'EEN BACK OF CURB AND DRIVE \v' A y, 2, CONCRETE IN CURBS SHALL BE 3000 PSI. Flow .. - - (( IlL JXIII:: ~O: :0: ~~=3 T o.pped Flo.ng/ i Bro.ss Nipples Bo.ckflow Bo.ll Vo.lv/t=P I (Typ,) .=.~ Pre venter '........ 1811 11111[ (( J( 1I( \lIIRU w ~'l::=:1' ~w ~ ~ ~II j) E_ I]> T o.pped Flo.nge t ~p""-- Bo.ll Vo.lve 1111 ./ ~ I1I1I1 ~ ~ ~ llllll ~ 90. Bro.ss E BYPASS DETAIL Flo.nged Resilient Seo. t OS ~ Y Vo.lV~ Flo.nged T e~ 45. Be~ ~ r Pl.'e str,iner l_m ..B.~ ,rI~ o oll( )Jh 0 o Meter ~// \/, ~ ~ Supports \// :'0'. ~ "'- M,j, 450 Bend 90. Bro.ss Ell Approved* Bo.ckflow ( Preventer Resilient Seo. t /OS 8< Y Vulve / Flo.nged Tee ./ ~ Flo.nged 45. o 00 0 LoU Bend 12' I 4~ ,It / ,\/ ~ TYPICAL COMPOUND ~ATER METER SET M,j, 450 Bend/' LoU NOTE, 1. 0 S ~ Y Vo.l ve Ho.ndles will be Cho.lned o.nd Locked. 2, Meter Sets will be Po.lnted After Instullo. tlon, 3, Bypuss Pipe 8< Fittings Shull be Threuded Bro.ss. * APPROVED R,P. DEVICES Hersey-Beeco Model 6CM AMes 5000 SS 'w' 0. tt s Model 909 or 009 Conbruco 40200 * APPROVED DOUBLE -CHECK VALVES Hersey-Beeco Model No, 2 AMes 2000 SS 'w'atts Model 709 or 007 Conbro.co 40100 J '!> '<.\.G~ \. . 0<:- ,,',) e~ ~'<.\" . '<.. 3' T 't' NOTE: Wings only if ..J.e<f:' . -<.5o~ o~ <(,i-\'!> k rans. Ion Side Slo;';'es Reauire. (")6 ~ '\~.~ '< "..- '!>~' '.7 (1-' "e,'O '!>~ ./ \,,~\.., ./' ~~I A ~~ V-- 1/' A / Bock of Curb t ,1& II . j Non-Slip surface requlre- ~>OQl; ~ ments, see Note 8. '^ 1 /f ~ - Remove Curb if ExistinQ Exist Cone Drive ~ Max Slope ~1" k' 1/2" Exp. 12" 1"~ Max Slope ~ -L; [. .. JOint/' ..> / "')'1" ,.' .. '.-. I.', " " ,d .. ~ ..... . t ~1/2" Exp. Joint 6" CROSS SECTION B t Q c o U Q) .0 ~ :::< \ \ Prooertv j R.O.W. Line ~,Conc. Sidewalk B TYPICAL DRIVEWAY , PLAN VIEW E.o ~ ~ -u .!: ~ '0 ::::<::::< a. o . 0 ~1~ .:.2.~1 ~ t4" It 4' Min Residentiol Street l' City R/W 5' Min Arterial Street 2' County R/W Grass Plantinq or Other NOO_WOlki097 6" 6" Vertical Curb ~ in Transition ,\<- V: '<:... '" Remove Back of Curb on State or Vertical Curbs with 0 vertical Sow cut or Remove entire Curb a nd Replace as Part of Sidewalk Romp. ill \\ Modified and Valley Gutter Curbs join exist back of curb ! 12" M ~ Textured Surface 1" L----- ax Slope e:::::.- I.~ I .' . r:'r" 1 /2: E';~O"O: JOiO: . '\ ':~:O;~iO\O O~O'O'C"t 1/4" per Foot ... I .. .. l;>" . .;q:. 3/4"R G~ Cr- ~p . .~..t> " t '/A \0 ^ Y / /,'/ /... P > N N 'N Y ,,\~subgro.de /, //~ //"//"ij,,,ij,,~~ ,2(~s:<<~~ />;:Y)...::YA Back of Curb 3000 psi Cone 4" Thick. Constr. 6" Thick at Driveways with 6x6 #10 Welded Wire Mesh. See Note 7. SECTION A-A SECTION B-B NOTES: 1. Provide Tooled Joints At Dis.tances Matching The Width. Aiso Place Expansion Joints At Driveways. 2. If Some Physical Obstructio~ Exists Which Prevents The Placing Of Sidewalks As Shown, Contact The Engineering Division For Alternate Location. 3. Wooden And Other Spacers Will Not Be Permitted In Sidewalks Or Driveways. 4. No Coatings Of Any Kind Will Be Permitted On Concrete Sidewalks Or Driveways Without Specific AlPproval Of The City Engineer. 5. All Concrete Sholl Be 3000 psi Min. @ 28 Days. 6. Concrete Surface to be Ligh t Broom Finish. 7, Concrete Driveway Construction shall be 6" thick w 6x6jl0xl0 W.W.F.. 8. Ramps Shall Have a Tactile Surface, Textured to a Depth Not Exceeding 1/8" by use of Tamp or roller In Conformance with Requirements of FDOT Roadway and Traffic Design Standards, Oetail 304 Or Most Recent Modifications. <,f 4,' rt)ifl 5' . ~e~r rt) it) l(jet) t- . A.rt ~QI St erlQ1 . St. <0,> -\- ~ <,'" ~J .7 CONC, SIDEWALK Match Existing if Existing Sidewalk ~ Grass Planting or Other Non-Walking Surface~ 6" C'a q..,c: 4'/5' RAMP CURB . ~ ~ <0~ <:!'> <"; <::'0 +'--J. /'h '?oS'6 (:'" ~ '-",.-<' ./ OoS' C'('" ~C'~h;. C'~ "%, <::--'-0 <S>oS' <9 <::'<s> ,..,. ~ 'S'~ -r...o <S>~ 0-::1:- 0"" ot.-~ ""~ C#- <S>~('" ..5.>a / ~~ A;1<,+ Exist. Type I curb/ I..Remove Back of Curb. I "'" Flow Line if Existing &-7 RETURNED CURB RAMPS If "x" is les~; than 48" then the slope 0', the flared side shall not ex ;eed 12: 1. ISOMETRIC VIEW CURB TRANSITION VALLEY GUTTER CURB \ 1 DROP CURB CURB TRANSITION CONC. RAMP 14 fIliI BACK I~~ FLOW LINE OF SIDEWALK / Textured Surface / \ I ~ . 4 t;l----I .. ,4 ~' \ 4" .l-' .., . .. 12: 1 MAX. ELEVATION A-A SECTION B-B NOTES: 1. Ramps are designed to the Uniform Federal Accessibility Standards to comply with the Americans with Disabilities Act. 2. Ramps Shall HalVe a Tactile Surface, Textured to c Depth Not Exceeding 1/8" by use of Tamp or roller In Conformance with Requirements of FDOT Roadway and Tr<lffic Design Standards, Detail 304 Or Most Recent Modifications. J S' 1-1I2'R\ I Mln, pnVeMen\ "'~ . v'V ~. ,~~~~~ .. ,f0(.::f<' Subgro.de . -J 4'1- . / ~'<~~ I S' 1-1I2'R \ I Mln, Pove~ "'~ . \ // y /), '/ /'\.) ')...)1/: \\\\\ \\ .\\\'\\\1\"\\\ //,'\/ /.,<, I f/ 0<'\.M ~\\\\~~\s\~\\\\\t\>t-,>~S t>'" >> ~'\. ";" , '~/ / /1/ '<t Suo.gro.d~ - 6' f--. ,~. . . 'y /~ #4 Bar 12' O,C, '<t ,( "< ^ ",/' Vo.rles I l' per footl cross slope Mo.x, .. V o.rles ~ ~ J<:l '~~ ~.~ /'\.~ /'\.~ /'\.' 4' L:. Meter Post Sleeve 'w'hen Required DETAIL CONSTRUCTION ALTERNATE DET AIL OF SIDE~ ALK PARKING ONE SIDE ONLY . '<t "- .... u ~ o u . '<t ~ ..... NOTES, 1. Meter post sleeve sho.ll be 4' i.eI. P,V,C, cut to 12' lengths, ~ t ~ .~ J . ~. . .'J ~!'"~'/ ~<YA' , ~ "".... ". .1.,; '\. '" ~ ~~K~~ 6. 2, Contro.ctor sho.ll select Method of construction, There sho.ll be no vo.rio. tlon of unit price bids, 3, Meter post loco. tlons sho.ll be Mo.rked by o.n 'x' In the concrete, 4, Concrete to be 3,000 P.S'!, So.nd - - i- 4' I.D, P,V.C, Pipe PARKING METER POST SLEEVE DET AIL -I J (f) Z o \- (L a::: u (f) o W \- <( o (f) Z o (f) > w a::: u Z I-~ Z CD W:r:::I1')Q ~I--r-CD a...~I"'")r- ool"'")~ ......J(/)< ~03:w z:z:o::::Z: --<0 I-~w:r::: Uo:::--.JQ... <(wU ~:r::: I- I-- z~ o--.J U:z: ......JI-- <(~ 0:: ~ Wr- ZL() W~ ~~ 0:: <( ~ I o . ww..q- .><.0 O-.-r- 0::: 1'"0 ~01'"0 (f)(/)<x:: 3:00 wo- .....JO~ -3=.......] (f)<x::l.J.. <C:::::> ::::::0- w ~ =-1-0::: W o <x:: I- o:::r:<x:: <cU3= IO~ ONW _L.().......J o::""-U 0:::: o u.... o W 0:::: <( Q.. W 0:::: Q.. . o c..5 ~ ~ z: w ~ a... o .....J w > W o l- I (,!) .....J LL-. a... o I- L.() L.() wI'- >1'"0 0:::1'"0 o <x:: 0:::0 wO::: I- 0 <X:: .......J 3=l.J.. W <:..? 0::: OW wI- <X:: cn3: ....- 0::: cn<x:: ""-w .......J U ::r: o W --.J ::r: c.n <( w ::r: ~ o n II (f) ~ <( I- W o ::: ..-- W -.J <( U (/) n o L() LL o n N L() N ~ W I- <( o I r (f) --""'~ J ' \ ~~ V~ ~ \~~ j ") \ I- W W CL W I- <( S: t51 o w NOS017'06"E 10.03 S89047' 2"W 6.3 :;;1 0) U1/ ~I I~ w W I- > <:( z Q:: W rv- 1-..--... '-L. -l(/) <:(w a )-Ci <:( ~> :r~ ~""" 0:::: :r~ ~/~ <( s W G o W ~ ~ t- o N V) ...... 1 G-1 3 o N --- \0 ...... --- \0 o. .~ '" bil ~ '0 ~ I t- ...... , V) I .... '" o ] ~ ell <: CQ o Cl ....:l CQ ;j <: 1-< 1-< ~ ~ ell '<:t o , t- ...... , V) r::: ell ~ 1-< <:; ....:l -- ell o ~ o u ::r:: o - ~ ....:l ::r:: ell <: -:. ~ ~I l[) OJ l[) CL U) I , , , , , -, , , ~ ~I CL o --l -=1----- (0 o o ---.1 ~ ~ w CD I 6' H'GH DECOR A TIVE WA~L ADJACENT TO I P ARKIf\iG AREA I I TOURIST @ J <t SUN SET POI N T (R/W VARIES) LOT LOT 4 5 T r v SUN N Y DSAUN~y8tLEV EDRIVE . '\ r' .., ~~-(~} . h... "- A VISIBILITY TRIANGLE 30 0 ~ ~ 323.90 " .( -,.".. \. ~TI~__ ~~ ~ ~. ~-... l,. "- '. J · "'- ,,/ '" ..... - :-6' SOLID MASONRY WALL. I) GRADE BEAMS WILL BRIDGE ... ROOTS OF EXISTING TREES. ~~I) I U) >c:~g I (I 0 'x ~" f/ zi ~ A..- -rri "- / 53 018" \ / II 5 @19'" \ I 51 ~12" I \ 150 @ 14'" / \ - \ I -' / \ 49 ~ ~ / 1 (Xl / \ 148 ~ G" ( ,+ -L '- L/ ~ J ~_~t ~=!~~~~l!f~ -:- ""- .,==-""jG.f..oAC'''1?''_lAL ~.n-JtJ g 47 fl I T 1 1 '1 1 r 1 'Y '!J LT 62 - -~ Il A A U X~~l 1 1 'J. J. J. J. T PROJECT SUMMARY THE ASHLEIGH I , . -1. --J - -i "=EI I - f- @I - X -r ..i:i f\lv -- "- !"-::~.,.-,~ - t- I .. -{....L..I- J .... .I~ ----x /'l~ ~.I Vb-> ~ I~-/ In II r\ : Jf =!J ~ lr lJ _ A ~~ "\ I h r-- \ I ~ ~~ 2\ ~ / I ~ ~D 7 1'- "\ I ~ POOL!03 I: ) : ~ ~~\ - r;~ RRR tl ~~ / I tltltl a 0 ,.:: I'-~ ~ :- :.~ '\ r ~ ~ - I CLUBROOM ~) ~ I ~ V////~ t ' I II-IHI ~---'If't ',,- - .1':--6 I / iiJU \, / '. .F ~~ I / "- r .. / \ . I EXISTING OAK TREES \ I \ ..J @)5 I / / /////~ / n()/'/ - - -- @ l,..--'- ~ ~. ---- ~m @ I 1';7 I I I ;J 21 @)3 8 \ 7' (( ~_'._y) /' ~ ---. ---- - ~ ~ -- -- '"k ~- ~ I X - ~LN-.I.."I'I V ""Y-1l-. 1~8 --- -- R 0 A D VISIBILITY TRIANGLES (CR 154) 5 LOT /3r 6 /38"' (@15\ (@ SUBJEc-=r ~ROPER$(I (SEAWAU. ~.5' W) 0.135 ACRES MOL __1NESS PT J" ". . GRADE IlAEAK 'V g: 'b o .,; .., /39 ( @18\ 1. ...0 / T .I' ..'to ..of> [ ~ ~ -- ---- ....--- ....--- N 5 I (FIT 0.3' E) ~ ~WAU. . 0.7 W) --- -' \,1_ ~7- -- ------ F~ ~ ~r;.~\':}';. BOA~AllP ,--... .. p" 1:5 . -- i4 ~:;.,: ,sP - -- -=-- ..:!~ - ~ ~= '>2------- _'1lCl<l< '----J o N -td LMDR ZONING ZONING - - ~_. ~ ~ -- ZONING, EXISTING PROPOSED TOU RIST TOURIST "f '11 I ,II .. DENSITY ........ - I SITE AREA ALLOWABLE UNITS PER ACRE PROPOSED NUMBER OF RESIDENTIAL UNITS 2.57 AC 30 "- "- \ \ / / "- / "- /' ---. - ---- HEIGHT ?\,-\l"SEE~;CK ~I~ // " /' " - - ----- \ MAX. BUILDING HEIGHT PROPOSED BUILDING HEIGHT ABOVE BASE FLOOD ELEV. OF 131 (HEIGHT CALCULATED TO MID-POINT OF MAIN ROOF PER PAR. 8-102 CLW. CODE) ALLOWED HEIGHT OF APPURTENANCE STRUCTURES ABOVE MAIN ROOF 351 - 100. '-... "- \ \ / J / /' 59' 16. ~ o d .p.. }v- (J) BUILDING SETBACKS PROPOSED 251 (Edgewater, Sunset Point) 10' 10' PROP(JSt~D 171 (5'-'1 'iydale) REQUIRED 251 10. 101 MDR ZONING FRONT SIDE REAR BUILDING AREA ~- 6' SOLID MASONRY WALL. GRADE BEAMS WILL BRIDGE I I) ROOTS OF EXISTING TREES. BUILDING AREA UNITS COVERED GARAGE COMMON AREAS, GROUND LEVEL LEVEL 1 1 6 LEVEL 2 1 6 LEVEL 3 15 LEVEL 4 15 TOTAL BUILDING AREA 62 COVERED WALKWAYS & BACONIES SQUARE FT. 35,925 6,150 37,922 37,922 37,469 37,469 193,795 24,304 .J ~N U (Jl '--J .p.. (J) PARKING , PARKING REQUIREMENTS PARKING PROVIDED PARKING FOR DISABLED 1.50 SPACES PER UNIT = 114 CARS 1.93 SPACES PER UNIT = 120 CARS 5 CARS ( / 11 " ~ SUNS:T POINT ROAD "'-/ LANDSCAPE SEE LANDSCAPE PLAN PREPARED BY ANDERSON LESNIAK, ASLA 45'(C) CIVIL, UTILITIES, DRAINAGE SEE ENGINEERING DRAWINGS PREPARED BY CIVIL ENGINEER /40' ( @16\ 1-... / /41~ (@ "- 1~ I 8 LOT 9 LOT ~ INDEX TO ARCHITECTURAL DRAWINGS --------------- . \,) _______________ L2 -----....,L- - _ -------------- ~ u- MHW1JNE- - ELEV. n11l1' ------ -- A-l A-2 A-3 A-4 A-5 A-6 SITE PLAN GROUND LEVEL FLOOR PLAN SOUTH ELEVATION WEST ELEVATION NORTH ELEVATION EAST ELEVATION c F( [ [ K SITE PLAN ARCHITECTURAL REFERENCE GRAPHIC SCALE 15 I 30 60 I I ( IN FEET ) 1 inch = 30 ft, ( ::x: e... . Cl; c :<; AUDE SHAND & WILLIAMS AlA . FILE COpy ARCHITECTURE, PLANNING, INTEIDORARCHITECTURE FL CORP. AAoo02587 120 I 19353 U.S. HWY. 19N. SUITE 101 CLEARWATER, FLORIDA 33764 TEL: 727-535-4585 FAX: 727-539-0099 WEB: WWW.AUDESHAND.COM /' J I'" - . . .. '.: Robert J. Aude, AlA I LJ U ---I CJ) ---I U C CJ) -0 ---------. I I I I I I . V ; / : Ov 11'" \ I ;;- \ I t-... I I 1,( I : I 1\ 1 ~ )( rTJ ((.; < ~-X I I .I- \ I 1 I I I : I I I I I I } /' f- _----. "\ /1 \ / I \ I I \ ~. _... ~~)"14") I / / - cJ) CJ) a::= E ::J .- c E o -0 c o U u.J --J I CJ) <( u.J I ~ ~ .- c ~ N '" <C ~ C Q) E Q.. o Q) > Q) Q) o > ~ ~ '- "'0 -&,0,- '- 0 u- Q) u- ~ ,..... ~ .... 0- S Ci3 I- Q) ~ ~~3 CO LW '- ~ "'0 L1j Q) Q)N- Q..O"lU o t- Q) > Q) o ~ U Q) .-- o '- 0- <( The Ashleigh 1925 Edgewater Drive Clearwater, Florida PRINT DATE: 5-17-04 ISSUED FOR: D.R.C. 12-24-03 C.D.B. 2-5-04 C.D.B. 5-17-04 C.D.B. 6-16-04 SCALE: DRAWN BY: M.T.L. CHECKED BY: R.A. PROJECT NUMBER: 03-042 @ Copyright Aude, Shand & Williams Inc, AlA All Rights Reserved A-I