Loading...
FLD2004-08059 (2) FLD2004-08059 15 Avalon St AMBIANCE ON WHITE SANDS f' . .. .. .1 * \ ,I afJfJf]ffD.QQQ ~~P~~~lOFrNt~<> A~~~~\ ~",...;"...~ib.1~_ i..V~" .......'7'cr. ","~ " I -~~""-'Q 1'j!fg;,:Jj~\~,\ '/Jffirn~ ~ ~ I:l~.))~ '~"I "'r::~ - ~I,.$l ' _t:. "'~':.. - {;Iii ~I::i "'~...:.? -:.~ --"-- --:\ ~ ':I '<1;y~~_ I'("..'~' ":....:r.$J-;;;;;i.'~~.\.. ........~# I"f TE\\, .... #Q:-'IJlI1V' CITY OF CLEARWATER LoNG RANGE PLANNING DEVELOPMENT REVIEW PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 November 18, 2004 Ms Debra Butler Northslde Englneenng SerVIces, Inc 601 Cleveland Street, SUite 930 Clearwater, FL 33755 RE Development Order - Case FLD2004-08059/TDR2004-08008 - 15 - 17 Avalon Street and 16 Kendall Street Dear Ms Butler ThiS letter constitutes a Development Order pursuant to SectIOn 4-206 D 6 of the Commumty Development Code On November 16, 2004, the Commumty Development Board revIewed your requests for (1) TerminatIOn of Status of NonconformIty for denSIty (15 overnIght accommodation umts- to be converted to 11 dwellmg umts), under the prOVIsions of SectIOn 6-109, (2) FleXIble Development approval to permit a total of 13 attached dwellings In the MedIUm HIgh DenSIty ReSIdential (MHDR) Dlstnct and Tounst (T) DIStrIct WIth reductIOns to lot area In the MHDR Dlstnct from 15,000 square feet to 8,700 square feet and In the T Dlstnct from 10,000 square feet to 4,350 square feet, reductIOns to lot Width In the MHDR Dlstnct from 150 feet to 100 feet and In the T Dlstnct from 100 feet to 50 feet, reductIOns to the front (north along Avalon Street - MHDR Dlstnct) setback from 25 feet to 10 feet (to bUilding) and from 25 feet to zero feet (to dumpster staging pad), a reductIOn to the SIde (west - MHDR Dlstnct) from 10 feet to zero feet (to bUlldmg), a reductIOn to the rear (south - MHDR Dlstnct) from 15 feet to 10 feet (to budding), a reductIon to the front (south along Kendall Street - T Dlstnct) from 15 feet to 10 feet (to bUilding), a reduction to the SIde (west - T Dlstnct) from 10 feet to zero feet (to bUIlding), an Increase to bUlldmg heIght In the MHDR Dlstnct from 30 feet and m the T Dlstnct from 35 feet to 69 5 feet (to roof deck) With penmeter parapets of 3 67 feet (from roof deck) and decorative roof structUl es of 10 1 feet (from roof deck) and to permIt a bUilding wlthm the VISIbIlIty tnangles, as a ReSidential Infill Project In the MHDR Dlstnct and as a ComprehenSIve InfIll Redevelopment Project In the T DIStrIct, under the prOVISIOns of Sections 2-404 F and 2-803 C, (3) Reduction to the front pen meter buffer along Avalon Street In the MHDR Dlstnct from 10 feet to zero feet (to dumpster stagmg pad) and a reduction to the SIde (west) landscape buffer m the MHDR Dlstnct from 10 feet to zero feet (to bUilding), as a ComprehensIve Landscape Plan, under the prOVISIOns of SectIOn 3-1202 G, and (4) Transfer of Development RIghts (TDR2004-08008) of one dwelhng umt to thIS SIte from 321 Coronado Dnve, under the proVISIOns of Section 4-1402, at 15 - 17 Avalon Street and 16 Kendall Street The Commumty Development Board (CDB) DENIED the applIcation WIth the follOWing bases Bases fOl Demal I The proposal does not comply WIth the FleXible Development cntena as a ReSIdential Infill Project per SectIOn 2-404 F 2 The proposal does not comply WIth the FleXIble Development cntena as a ComprehensIve InfIll Redevelopment Project pel Section 2-803 C ~ BRIAN J AUNG'iT, MA YOR-COMMI~SION[R HoYf HAMlllON, VICE MAYOR COMMI'iSlONFR WHI1NFY GRAY, COMMI~~IONI R FRANK HIBBARD, COMMISSIONER * BIll jONoON, COM\II~'IOf\I R "EQUAl EMPI OYMrNT AND AFIlRMA11VI Ac lION EMPl OYfR" '-, If ~ I' ...1'. November 18,2004 Butler - Page 2 3 The proposal IS not m compliance with other standards m the Code mcludmg the General ApplicabIlity Cntena per SectIOn 3-913 4 The development IS not compatible With the surroundmg area and wIll not enhance other redevelopment efforts 5 The plOposalIs not m compliance WIth the Old Flonda DIstnct of Beach by DesIgn 6 The proposal IS not m compliance WIth the cntena for the Transfer of Development RIghts per SectIOn 4-1403 A 7 The CommunIty Development Code does not permIt stacked parkmg An appeal of a Level Two approval (FleXIble Development) may be mltIated pursuant to Section 4-502 B by the applIcant or by any person granted party status wIthm 14 days of the date of thIS Development Order The filmg of an applIcatIOn/notIce of appeal shall stay the effect of the deCISIOn pendmg the final detem1matIon of the case The appeal penod for your case expIres on November 30, 2004 (14 days from the date of the CDB meetmg) If you have any questIOns, please do not heSitate to call Wayne M Wells, AICP, Planner III, at 727-562- 4504 You can access zonmg mformatIOn for parcels wIthm the City through our websIte \Vww mvclearwater com CynthIa H TarapanI, AICP Plannmg DIrector S IPlalll1lllg Depailmelll\C D BlrLEx\Pelldlllg caseslUp JOt Ihe ne:>.1 CDBIAvalon 15 Ambiance on While Sands - Del1ledlAvalon 15 Development Order doc , , i . ,I I . ~ I , ,..j " I , , , I I" '1 : . I . :j i'l : I . .i I I I . .=j I , I ; : , I i i , , IRRIGATION NOTES (CONTINUED) THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IHRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETfER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WAU<S, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. . , : I "j'l , , !. 'j' " , . . ! ! THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. i , . . '1 : I 1'1 THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT / ENGINEER. RIGIH-OF-WAY -9--- ". i . , ,. ANY AND ALL USE OF I-lOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. . I _ . I I . . . I }j f- ~ .) " . . . . . . . I . ...... . . . . ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNlY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. XERISCAPING 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER HEDS. 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. , . ! 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. o 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL. CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. 8. LOW-MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. FICUS REPENS VINE TO BE PLANTED IN PLANTERS ON SECOND. FLOOR. ------------------------- SEE ARCHITECTUAL PLAN FOR DEl AILS 1 PA EX. 4" REC W. _____________.____________._________._______________~~~~W~-------.-------------------------------.------.---~..- f(ENDALL STREET ASPHAL T 2. SUPPORTING APPARATUS SHALL BE REMOVED AFtER 1 COMPLETE GROWING SEASON. ALSO THE FLEXIBLE ATIACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. Quantity SYMbol Scien tific NaMe COIYJrYJon NaMe Coole NaMe Plo.nting Size 2 * Acoelorrhaphe \frightii Po.urotis PalM PA B & B)12'HT 69 . Elo.eOlgnus Mo.crophyllo. Bigleo. f sil verberry EA 3-Go.l)24" )36"DC 48 QO Ro.phiiolepis inolico. Inolian 1",0. wthorn IH 3- Go.l )15" X15" 12 'f Roys-toneo. elo.-to. Royal PalM RP B & B)25'HT F 12 ~ So.bo.t po.lMetto Po.lMetto SP B & B)10'+CT 6 ~ T o.belouia o.rgentino. Golol Tree TB 2 1/2"-Cal)10'HT 84 0 ViburnUM ooloro. tissiMUM 0. wo.buki Awabuki ViburnUM AV 3-Go.l)24/1 )36"DC 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT UMEROCI<, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION 0 PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIElY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION. 66 Ficus Repens Creel:Jing Fig FR 1-Go.l.)12"runners InnlGATION I'IOTEB 1. SHALLOW WELLS. OPEN SUI~rN:1 Ii//\III': IIUIJlI :'. ul~ I~I U/\ltfJtl i WATER MUST BE USED AS A SOUI\C1 ()I 1I~1~IGAllul\1 WAII]~. "II !,' RIBUTlON SYSTEM For~ 1I'\H1GAIIOI\! MU~; I 1,10 I BE CONNEC ITIl I ( I COUN'lY OR MUNICIPAL WATEH SOlJl~CE~;. UNLESS II CAN Dr I lll"l' If I STRAfED lHAr HIESE SOURCES Am I'll) I AVAILNlIJ. . 2. IRRIGATION SYS I EMS MUST UIILI/I luW VOLUME DESIGNS SlIell I' LOW TRAJECTORY I.IEADS or~ SOAI<EI\ IIOSES -10 PlmVIDE DIHEC'I 1\1' PLICATION AND LOW EVAPORAIION. ~)YSI EMS HIAT OVERSPRAY AHE.N. THAT DO NOT REQUIRE IRI'\IGA110N, suell AS PAVED AREAS WILL I-Jm BE ACCEPTABLE. HIGH IRRIGATION HEEl) AI~EAS MUST NOT OVERSPPA, LOW NEED AREAS. 3. HIGH WATER DEMAND LAI\!DSCAPL l\mAS SUCII AS TURF MU~:; I III SERVED BY A SEPARATE IRI'\IGATION ZONE THAN LOW WATER NEE I ) PLANTER BEDS, 01\ MULCHED AREAS. Willi TI'\EES. IN NO CASE. : ;11/\1 ' ANY PLANTED VEGETATION AREA DE IvlOIWlIlAN !-,u' FI~OIvl A WAITI SUPPLY HOSE B1813. 4. AUTOMATIC IImIGAIIOI~ SYSIUvl~; IvlU~;1 UL OI'U\AIUJ UY AN II~I!I GATION SYSTEMS OPEI'\AI ED BY AI~ II~I~IGAI ION CONTROLLEI\ CAPABLE OF DIFFEI\ENTIATING IJEIWEEI-l TilE SCHEDULES OF IIIGII /,,111 LOW WATER DEMAND AREAS. COI{IHOLLEI'\S MUST I-lAVE MULTIPII: CYCLE START CAPACrIY AND ^ FLEXIlJI.E CALENDAI\ PROGRAM ABU BE SET TO COMPLY WITH LOCAL (m WAf EI'\ MANAGEMENT DISTHICI IMPOSED RESTRICTIONS. 5. AUTOMATIC II'\I'\IGAIION SYS I Uvl:) kIll:; I HE I..JJUII'IJLI.l Willi I~/\II'I SENSOR DEVICE' OR swnCH WIIICII Will UV[H1~ID[llI[ IImlGAllOl1 CYCLE OF lllE SPI~INI<LEI\ SYSI [Iv! \\111111 ADEOI JAil HAINFAII 11/\' OCCURRED. ~ i ~ I II!; ..... .!. ~ I~ . ~ III n=~.... ..E A r:=: [l D. (1 r;::J ~.. --, .' ...... "'-'" . . I -.,..... ~=---_...._-_:._- .: t \ II rlil OCT I 4 2~-11 U) u ~.~I I PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER .' .\f) () fJ" \ ) III II 'I : \ ^ .,. 1'11'.1/ 11'1 I 'J ~I/. '\ I ) /\ I 1,1 II i I 'I(~' " 1--"\ '/ ( '1111 I II I I (;'1 111/' ,II ....,.f i i:i, I ! ' I ORIGI~\JAL SCALE: 1"=20' 20 '10 20 o . .;:' ~t~~r;;~~ .; ~ ~l\~.i!ti >'M" 'f.~ Z'; 0 ~ii 0", (X) 0 ~. L: .:;~ ~.,,!~: . ..- :1. "'It " '- 4~f~-'~~ .... ~~; r:: ~: . l:(i~),M ~ : " O~bQI _ (.;' c.~ ..z . .:;' . V\Z~~x~ '; '. '~,-<~'I "4~,,'n"". ....>. ~'Iw...:::c . "'. c= ~'" II"~~ . "I-"~':): 't i\ .. "'~\\~';' xr "r'.'evl.. .:.\S~ . '. ~\;lr =I ... ~ '.. . I- ~~ r:: ~ r.J . "-~M~' ' ,I Z'~e., ~.Al"1j ... 1&1 t I~i. III . ~~;il!, Z o ;~ -. > .'% w$~ ..,~. '.(fO . '!,.M ..~o.. ",~..... '. Z:~. t: ~.~ -~:> ~~ Z,:~M:."~.' Z.l....~~ ~ 'f. ~ ~;~%.;... .... ;1' ~ == .: c.. ( L. De I: .... r- or ;;(,V\. ~. Qi:o ItN Z';'.}ZI~'J 4 ;:'~ tt:.t. .... m): :~ . >~~~ . ..... ~.\ ... ... 1: ::I : v ~ j\ :::~.j.., >,"'~i;. .. o .....'.:t - ~... : .. V ,:"_~t.: '~'fr~~~ )" ~ !!.r-,- " '. ... .' ~ ....."..-........" .. 1IiiI' ..:;.,,:~',~o~~., . /' . ,'r " "... ~ .. I EB #5936 . ." >l ~. J{1i; -'It :t:,..... .~/;.\.,. t~i'" ~..J:..i ~,~, . ill~~\~: '~i{!, ...(r.. ~:h4\. . "'V' '~lf'N;' ~;~s:; ~l.k~ ~hl:' fJ~i~ ~i"'; . .", ( ..tt~(~ '/4,'" 8'\ ~"'~~.'; ~ .,.. flfjl!r . ~r..,' 1~~1 ;. \.Ih.,. [h,'.'.'. -nt-, ,f;\;, IAt~~ ~"',.r: '~::1~";". ~~t. ~....,. ~;:~ ~\'."".' j ~-. :1'1;,' I'~' . I.'~.,". ';j,:,:' .;~:r' ~~;.; ~~'~I' .1'1',.''''''I..>I;Jl'~''I.;.--...!,ii.lj'.\;. ..,." I",.......,."....~~!r..ii,:' ,I,. : !i1' . . I ~.\l,. 0441 :M)I~ .,W':t., ~.. I,I!"" .J~'i!.'; 'J' B J V ;;'~t~. I ,~.'.~i;; . .. . .f.J ,:,/,'::'j; Wl.\\ H G \I'if~~~~ ~'if". · ,,:~""::"~i :t.~f 07/19/041,: 1~1.'\ ~f'l fii.; '!'jt;~~.~~ :r.:.. Descri :, ti~'~l~: :~~L .iM. , :.," "'.J!:";:' i~fJ!! , ,..,.~ ~1[\' k"'~;i \ ,'.t :tf~ .~.~ . ';'..:'i,ibf.l". ~itt~ .,... ~tY: ". . ",,-1"" 'Ii :$';; ~:l..f, 'r~;'fo~ .i~\!: ,~ll!f' . "",\\~~ 'f~'(\ '.~!f:" ";~'.~--'~.~;:(,'~. tm ~~;. .. .....; I ;"~I~/~t{ .~....:.:'.,....'\~~~J.~ 'r\t~~ l!Ii~. . '}-I', 'I?~~~\.' &1,"'; .,:Of;. ......;..1'....... .!r1.~' . "..'1 '.'''''' '~~ .~':~~~~~ ;~I'~~' . ' 'd ,. t .....,...fA."'. t''''W~~I.. .... _'$j'f.~ ,l!!.~ fP~~ ~M~ \~'k: ~i~ .I;~.f ;~~ .-Jlt:. fM ~r; W.; ';1 .' ~~~ N~'\ .(.p. ~.~ n~ ~'1~ he, ,~; i:t ,'r ~.~;~: ;~j!~ ~~!:; -:(~ ~l\: i'.it n. 'i,l;; i1t ;;,~. ~a IrS rlf 'l.~ ".1. :~~ ~~ S?\ ;lri~ \;ll\J \r.~ ~i~ '~ ~>1 .~ W 2i~ ~~ ~I~~ I"l ~l ~ ~:j f1~ ';;" ~"I "I 'l~ ;,1 I'j !,j .~ J~ l~ ,~j 'I' ~ I;' ~I , .~ .~.1'; A........ll ".\;~ , ~:e ; , (:::; ~;1~~~; .,j.,..". r j" -,' ,rl~IJi/ -" .;'r't t ...~.fa.,i~~.~.,t ,;r'l~n\: " '~...-~~{!J;~.~r~'.(!; '. , ,::,1,\ j',I\ ,.;, " :. <', I / ~ ,I, ' . ,: \ j '. ~ . tI) c z <( U) w I- - :E: 3: z '0 w (.) . O~. Z ....J~O:: ~; <Ci..UJ ...... >'1- _.i., ic::(:\ <( a:a ,.,' r'~3:" IIIl::: ... 'll""!.,\ 0:: ; -== ::--cr<C: <C '..C;UJ. :, cu.:"'" ~,." 10'-' ~ES Comm.: [iifaWII Dy: Checked Dy: 1_.ls~.ue Date: Revisions: 1,10. Dale ,',\ I' /~~ /\ '-~ /\ /.~ ;\....1 /\ t. ..~ 1\ i__\ 1\ .... 1._.). /~ -- /\ l\ /\ L:::. 'j\.' / / -..~ z <C -I a.. LLI I- - tn w a.. <C (.) U) C z <:C --I I] l JTI 1.-.' 1\' S .-.. .. II U R". '--'---)' \ "...... \, ) . i'lr. lUll I~illl. ~)I. 1.1. PINELLAS "Am. ,~ ,',',1 1'11.// (l:Jl)5/1il..-t)t1.l15 FAx/l(r>. i'. ; . .{ )., ! 1..-!vlAII: UIJI Ln~SNUI~Sn~Y(r>>U',i I ' , 'I' I..mAWI'~ 1)(: I~. IJEU<U CIIECI<U) II , II JlI..ER Best Copy Available ...:J\~;i\'.1 CI) },~. . )",. ..... ;' ...J' oe(: c.: Z UJ ~ CD '. or-, ~ COLOR SCHEME: 1 ROOF TILE: <D REDIORANGE MCA CLAY nLE #B204 OR SIMILAR '2' MAIN BUILDING WALLS I COLUMNS: \::J GLIDDEN HAZELWOOD 3OVY65/258 OR SIMILAR 1'3' GARAGE WALLSIELEVATOR TOWEMRIM: \:::J GLIDDEN SOFT GOLD 3OYV641331 OR SIMILAR 4 RAILINGSJBALLUSTERSIFASCIAlWINDOW & DOOR FRAMES: GLIDDEN KITTY WHITE 30YY78lO35 OR SIMILAR (SEE RENDERING FOR APPROXIMATE COLORS) 14 SOMERSET ST. "CHALETS ON WHITE SANDS" o 0 / ~ ~ TOP OF ROOF SLAB , , ":_______.\~.~ _ ~D I 0;> ~ } = /V:IGHT DIFFERE~ 1\ FROM B.F.E.= 51-811 I \ \ HEIGHT DIFFERENCE FROM COMMON BASE LINE ~ /) = 0- lIml. un: ,DIm -- .. - - ~ LLi = u.: 9ai Co~ It)g < in 1 fa IE = JIiIl rr IT ~ ,. == 5!!I!lEI!!! -~ ~ = HII~L= ~ ~, : lIIIIlIJIIIiIII rI1t ~ a ~-7h- - ----______~~__m .. l__m___m .:::' ____mm_____ II I -.:)If---------------------- ,/ 10'..0" IL FLOOD ELEVATION VE-14 TOP OF ROOF SLAB FLOOD ELEVATION VE-13 MEAN SEA LEVEL ~ - (x) _I .... co 0;> Co <0 = ,. .... .... 9 (:) .... 9 (:) .... 9 (:) .... 9 (:) .... = cp Co ~ ~l" "'-::::::::?/\>:::::-'" - ELEVATOR MACHINE ROOM .................. ~. ................ . ...........0.......... 9 (w:) .... TOP OF ROOF SLAB I _ - .... 1 f... <0 DECORATIVE ROOFTOP III.. TRELLIS (8'-011 HEIG~II'-- .. . - 1 l!/ ,- ff - JU=:?" 0 III . . . ..... I'll 41-011 DECORA liVE - '\.. - - J" r MANSARD ROOF -~ 9 n 12 -~ Co I ..."..,,".. ::f.::" ".... :0%' .. "JJ&" . . .. . ....... . , .. . . .. . . . . . . . . . . .. . '..8K'~~ 6 t "RlfHIWlIll"1I , :!~H;!ii;;~;~i;H;~!\{;~;;;ni;;~;;U\}?!;/<~~I!iJ\\/;\~~!~m;\~;;;~;;;!!;)i;;U[[[;[[;;;;<i>\~~~>::::::;... JI II .....................................'......................... .................................................................................... ..................... l I 12 n 6~ 9 ~Q@::::::::::::-:.:::::m,..'....:..:.::.:.::..::.:.::. co I I fil!!BE !!5!5!5i ~ ---' iiiliiii o <9 - .:mrnn . ]I OClHlUII U IT II " "II Iilllil u u I5!!Eli!5!I ~ fii&i _ mrn IIW ~ <9 11111111]. mIl 1111 D IDmw~1 u u '. u u u u plIlI!IBI - ii'iii ~ mnn 1 I ~ ~WI mIUJI 00 lID mil u u " "Qrnmlll llll @ (2) u u ~ p!!!!!!l!E!5I iiiliiil - Inn~ II nnnnll ~ m _ ID II u u. III 1111 '. u u u u E5i!!!! ~ r-- - iiiliiil . ntH n UmlIllI. .~ I u u u u. 1\11 m. mm DOn t )):::::::< I> ::::: 1:::: I:>: >:. u u .- I? ::, r:<:: .:-:.:- :::::::::::::- ~ I~ e ~ r~~ ~, I- 2" ,-?, ::0:- :>:: :-:-'.:- r::: ::>,:- :>::-:>.... .::: :-:-: :-:' L: :.:-:-:::::, :.: ::::: :/::- ;.:-:-: '.:.:-:'; ::::: ::.:-. .;: :-:::: :..;: 1::::::-:-:-:> ::: ::.:-: ::::: :.:.::-::: :-:- :::: :::::: ::::. :::::- :::::: [:.: :::::::::. ~ ~ lII, II rn IIIII - ~ - JI[I m II mm ~~ ~ ~ "" " -- I[ IIm I! OIl I ~ I ~ II ... - . II I II~ rn III III mD j!BEI ~ . 11I111 'II mm II ~ II~ I nlDIIl 678\ /~, .-.-.@ :~~ .:::::::: ::::: r::: :.) \' II >>{' ( ., . . : : : . . :::-:.;:: ::::::::.::: ......::: .'. ". . . . . ::.:- ::-::: :.:- ..... I::. ::-:::.:-:. @ I . I t::::::::"'I~ to I::::: :;:::::: 1<< >:: I::::): p.~ 1:::::- :-::: '-LJ-I ~ ~ l/\5""' ~ ~--- --------------------------- - ~ FLOOD ELEVATION VE-13 COMMON BASE LINE BASE FLOOD ELEVATION AVERAGE GARAGE MEAN SEA LEVEL MEAN SEA LEVEL 401-0" SOMERSET ST. 1- W 'Sou.; 1m ;"W CO ~> _ Co 1 < ~ 9 (:) .... - (:) I (w) .... _mom" .~~ - q (:) .... = , co 9 Co J .... .... 9 (:) .... 9 (:) .... Co 1 Co - Co I Co b 1 Co 41-011 DECORATIVE 12 MANSARD ROOF \ 6 P" () . . n . . () \ n 12 .~.~t>..""'J 6 - . .. . 0~f:8?>\)f~)~ .. . . .. . .. . .. . . . . .. . " '" . .. . . .. .. . . .. ., /)X?}>}?)5~J. . .. .. . . .. . .. . .. . . . . . . . . .. ....,. ......... . " . <<N. . .. , .. ,...................,................... .'. . . .'...... .. . ........ .... . .... .. . . . . .. . . " . . . . .. '" . ... .. . .., ......... . .. . " . ., . . .. .. . . .. " ~ .. . .. . .. . " . . . . . . . . . . . .. . . . . . . . .. . . TOP OF ROOF SLAB .. . . . . . . . .. .. ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... . . ...... ....... .............................................................../................................................................................................................................................. -....- I I I ::::::::: : .:::: :: :::::: . ::.::::: ::.:::.:.: ::::: <::: ./: :::::: ::::< .( (/ ...... .::-:::. I::::::}::::'" 1:-: :::::::::- :: ::<: 1:.:- ':::: ..... <:::: :::: :::::: <:::: :::: ::. :::::: <: ::? }:.:: :::::":::: ::::: :.::: :::::::)': ........ ::::: ::::: ... :::: :<:< :::: -::. :::: . .:.: . ::>: :.: :: :-:-:- :::: I::::::::::' :: I::::: ::::: ::: I::::: ::: \ 1.\ ::-: <:: :-: ::: .:-:- .' - -.....f:. i\ f- NORTH ELEVATION SIGNAGE: 4'-8" X 21-0" .-.l -BRASS PLATE 3'-011 HIGH DECORATIVE GARDEN WALL / o ~ 41-0" DECORATIVE / ~ MANSARD ROOF '''u / ~ ~ ~ - jiiiiiiili .DO D D D D@ - ~lIDmIImJl .11 ] ill [][][D []ill ill] I m n[JU -~DmII 1-= ~ !!!!!5!!!!! iliii=i @ [ wn mill I m lUIIlllllJU rn I l ~ Iliii5iii ODD lIIImDmII JIIJ[ lm11J [II ffiI] [ill[ U I~ i III JI]I[ IWUUl lee ~ E!!!!!!!!5! iliiiiii .. [ffiI J]]] ~ I rnIHlldlJ Jffi rnn ~ ~ !!!!!!!!!!!!! iliii=i D ~m II [ill~UUUU III rllmu 1]1 P?~ ~@~ :- :.:::::. ,>::) ,. ::- :: 1::- ..::.:::: .::.:- .:: .:-:-: ..:: " .'. I~:::.. @ I~ /'--:, :::: >> :::: ::.:: ..' :.:::::: -. .-.. - r' ..~ E::::~ (;:::::, :: r:- '.' ':.:.:'. ........::: I:: ......:..:::: --- ( ~ '.': I:: .:. ::::-: :...... ::.':-. '.' .-.. C[ ~ :::-. .'. :L... - ~ /'::::: :~ v::. :-:: :::::'.' .: - /70) :>: ~ :::. - ...' . ..", . .- r'::"~ r. ::} .. .: ... ... . .... . ..,... . ....... . .. . ....... . .. ........ '::: .... ........ . ....... , . . . . . . . . , .......... . . ., . .. ........ , ...RA....M...P...... :::....... ,', :-'::-: ..:: :. ....: :-: ::: ::: 1:- :-:- .!:- : ,:.. .: l- .': ..: ..... :::. ::::: ::'.:-' -:. .':' :.:- :::: ::-:.' : . ..-: ':.. 1::.:- '.: :::. ...... .'. ::. '.:::::::::: :-:::.... :: :: .' :: :. :-.:-. : :-: .' ...... .;::......: - I:: :: I'. . . .: I:' .'. .'. . ;..;,,;. :-'. :-::: ... .: ..:...... . .. ... :-:. WEST ELEVATION 10'.011 ~ .-... f?( \ :::. :.' 8 -:. .... :::-: :::-: .:: >::--: :::::::- :-:- '.' :. I::::>>::. I ...... .... 1-::.::: :-::. >. t-:::::: -::-: :-:::- . ..... ::. .. !::: -:-:'-:-: .... :::: :::::. ::::::::: I:::. ::-:- .. I::::: ::;:::.. ::.: :: :-::: :-:. ::: ::: ::::; :.: :::- <:- : :::: ::::::::-: :::: ::-:::-:: :: ::: -:. SCALE: 118"=11-0" lEE --n..llllllm !EE ~ IlmmlllDERlmnm~ I nnmm 1 - r: :, : , :< .: .:.: :-:::- ...:: ::: .-: >> - @ r~", ::-::.' :). ::.:. :::: :::::: :-::. ::: :: .:.: :::': :::: :::-" i;i:.:.::.:.-: - ~.. - r.:-: "- ':::' :: ::: :::::, :: :-:-: :: ::::: ::: :-: ::::: ::: :::' .::/ ~ .... .... = c;> (:) .... = 00 _I .... CO ~ Co co 9 ~ :::. 1- ::.: f... .:. .~ - - - - - - - - - - - - - - - - - -..... - - - - - - - - .:.;::. :<::: - - b 1 Co SCALE: 118"=11-0" MEAN SEA LEVEL REVISIONS # DATE Slidll lillll~ ili!111 l!la~l; 1~1!lltl 5~1;!!1 Ilj~l! i&!lld Ih!li! !1!llml ~ll!i II lfii II ~js>1i~ UUiii IIIb,l E--c ~ . N E---o 0 N ... ~U"'Nt'l C,..;) III ~ :: ~~.... ~ -.a: ~ ;:)CIi III ~fI)....CIl .... I = :I . . ;:) ~ o.....z ~::ca:." ~ NZ u%.o .. ~eoj: ::;z:; ~ -' '" C ::::c:: a: .J a: c:::> < % l.I. ... :1-- :t; o :I III lQCa: . eo I- W to- - :I: ~ Z o 00 :;) L:ioo ~o J:Z U~ ~ - a: .g ti)u.. ~ .. wa: OOW a:.... w~ :!a: gi5 Lt)...J ~U 00 Z o i= ~ W rd RECE I VED (!l ~ MAY 1 3 2004 c :::! PLANNING [ :E 'ARTMENl ffi CITY OF C! ~ '1RWATER (~A~ tV - q (w) .... 11 MAY. 2004 A 1 ,... .~ HABITAT MANAGEMENT AND LANDSCAPING PERMITS. 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. a. AN APPLICATION AND AN EXTRA COPY OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITIED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. b, ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMllY TO PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED. SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE MATERIAL. c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES HAVE BEEN APPROVED THE PERMIT CAN BE lYPED AND RELEASED. TREE PROTECTION AND PRESERVATION. TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS: 1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES ARE SHOWN ON THE CONSTRUCTION DRAWINGS. 2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE. IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS, WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE CHANGES SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND 2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED. LANDSCAPING 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINllY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILllY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILllY LINES OR STRUCTURES, EASE- MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. 6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL STRUCTURE, AND SEASONAL HIGH WATER TABLE. 7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1 OR BETTER. 8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2" CALIPER AT TIME OF PLANTING. 9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING, PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF 3' IN HEIGHT. 1 O. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. IRRIGA TION NOTES 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNlY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACllY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. ..... ..... ~ IRRIGA TION NOTES ICONTINUEDI 1I~~~ ~ ~~~lUJ~ [pJ[L~~1I~~@ [Q)~1I ~~[L~ :,I! ":il Remove Container II" From Rootball Planting Soil Mixture THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. 3" Soil Saucer MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. 3" Minimum Mulch THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION, " I' -. . .:.1 i Li i: . .. 0 o. ~ I ! II ' .S"o Ol.' 0 J ", o. :__olY!'P' 0 0 .,' " . . .. I,,,. I ! \ i.: !! !.:." !I i.., .j q- ..I, ; ; ; ,I 11 :' j:, f'! 1:1 ";;1 :!! 'jji "il'- 'l Existing Soil THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/ ENGINEER, ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. SHRUB PLANTING DETAIL N.T.S. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNlY DEPARTMENT OF ENVIRONMENTAL MANAGEMlENT PRIOR TO ANY DEMOLITION OF BUILDINGS. ASPHALT PAVEMENT ' ROAD BASE ~ CONCRETE CURBING NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. XERISCAPING For Cabbage Palm Installation: Trim All Fronds at Time of Digging and Planting For Washington Polm IntltaBation: leave inside raw of fronds TIe up with biodegroclable twine 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. 2. DROUGHT AND COLD TOLEIRANT PLANT MATERIAL. .... ..c C7' "ij :J: -" C f; 3, GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. .. o tl (; 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. For Cabbage Palms: All Trunks to bs Smooth and All Bum Marks Brushed Away For Washington Palms: Leave all bOots on trunk 2 layers Burlap Pad at Support Contact - Na Nails in tree Wood Wirs Tie 2- x 4- Brace (Yellow Pine) Space Three at 120' Typical Remove after one growing season. 2- x 4' Stake (Yellow Pine) Three Feet Long Remove after one growing season. Saucer Rim Finish Grade 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF r'ROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). .: Ii I! ~ ; ; ! I ! I ! j." :"1 i 1"'1. I. . 1.1.. , ! jl i 1 " Washed-In and Tamped I ! ! ...11 i . . . J II Plonting Soil Mixture ! I:" -'I" .. - -.. ! 'I " .: I!. .11 j .. o. : ...... o:~, Existing Soli lll'. , 0 . ,0 . 0 ".. .111 '. .. I. ..1 '. . .. . I. . .il I .. 1\: ! i 'Ii "I! i,l: ,:;!!(Il I 1.11 L .i.!!,. 6. THE PRESERVATION AND INlCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 3- Minimum Mulch RootballL. 16- Minimum Radius tram Trunk 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. PALM STAKING & PLANTING DETAIL N,T.S. ~. LOW-MAINTENANCE DESIGN. jrREE & SHRUB PLAiNTING DETAILS h. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION ~HALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- ~EPTABLE, ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED ~ND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IIN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. I NES Comm. : 0441 ,'~"::; I '''''!'1' I Drawn By: B.J.V:~"';~\ I Checked By: H.G. ,?~;i~ CROWN SPREAD NOTE: ALL TREE STAKES AND SUPPORI WIRES WILL BE REMOVED AFTER 1 COMPLElE GROWING SEASON. IIiI t/l .' !i: Cl Iii :J: Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shape. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White Swrveyor's Tagging Tape, 6 Length I 3 - 12 Guage Galvanized Wires Spaced 120 "round Tree an~ Set At A 4S'Angle With 3- ft 68 Duckbill Anchors Or Equal Mound To Form Saucer 3" Minimum Mulch Layer Remove Burlap From Around Top Of 8011 Planting Soil Mixture 1IiI~ .. TREE 8T AKING & PLANTING DETAIL ADJACENT TO OR WITHIN V.U.A. N.T.S. CROWN SPREAD NOTE: ALL TREE STAKES AND SUPPOR r WIRES WILL BE REMOVED AFTER 1 COMPLEI E GROWING SEASON. !i: C) Iii :J: Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shape. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White SWrveyor's Tagging Tape, 6 Length I 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 4S'Angle With 3- # 68 Duckbill Anchors Or Equal Remove after one growing season. Mound To Form Saucer 3" Minimum Mulch Layer Remove Burlap From Around Top Of Ball Planting Soil Mixture Issue Date: Revisions: No. Date Provide a minilTllJm S'x10' unobstructed pic 'lting area TREE 8T AKING & PLANTING DETAIL N.T.S. / / 1I~~~ ~~~~~~~[Q)~ [Q)~1I ~~[L~ ~. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE ~ROWING SEASON. ALSO THE FLEXIBLE ATIACHMENTS SHALL BE USED ~HERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS 1r0 PREVENT CAMBIAL DAMAGE. fJ. PLANTING HOLES ASSOCIATIED WITH PROPOSED TREES MUST SLOPE ~NOT COMPACTED) AND A MINlIMUM OF 18-24 INCHES WIDER THAN IrHE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH IrHAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF IrHE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ~BOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH ~HOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH IrREE. ~. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE IrHROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A ~EPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 6' - 8' 1" X 4" Horizontal Wood Members or Approved Substitute . 4' 2" x 2- Vertical Wood Stokes p. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST ~E CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO HE PLANTING AREAS. Barriers Placed at Protective Radius . . 2/3rd's drlpllne far hardwoods 16'mlnl full drlpllne for pines 16'mlnl S. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED SY THE INTERNATIONAL SOCIElY OF ARBORICULTURAL. rJ. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT NSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES HAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) PF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT ~ROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED ~UITABLE FOR PLANT MATERIAL INSTALLATION, TREE BARRICADE DETAIL N.T.S. ..... en z 0 - l- e::( (.) - en LL. - C (.) Z LLI . D- c:c t- (I) CI) en -I -I ~ W <C l- e en z - W .....I ::a: ~. - s: U) ~ ~ "CS C LLI Z co C 0 . t- (I) LLI W z ....i. D- C-) O,J.L. e::( .... .. Z .<C 0:: (.) ~~ en c:c ~.~; c - a::l Z :E "CS o::t I C'<Cf. ~ I e::( co W" c:c i-l ...J LOU IIIJf- .t,.. _1,1,'; I . ._._._.,--,~.._,.----. ......-.--..-.-'... - :~.,--~\ :l n n ~--:::J .-..'"..... PINES ii" ,'-. \ .~~.--' I' , i I ill \.J J PU\NNiNG & DEVELOPMENT SERVICES CITY OF CLEARWATER ORIGI~JAL Full Dripline .... WOOD. FENCE z =~ 000. - co \I' ~ ~~,~;. ",~=. ~ '..~i' ~ ~.! ...11 - A.r.- O:t\~,^..ff. :'~,.. a ..~ ~.~...;:..,.~,~t~.".' ~.~~:c ~.~~J ~. "/i~ ...1 ~H\. '^~ ~. co lIIij ..i ,.. Z :~ .... .. I't .." M ..'~i ~ ,'~..~ "z )~.~,~ 1"4 . i~ III ~ III; t.-..,....;r ,~,. ,~.'(t' r\;:;~.lii Z.',:';,'1;'. . '-'i"",'~t.t O,'~'i~ti ~ ..... ...,.l~'f III I: -:'\l';"'iJ > ...........p'.rlh,; 3",;~1 J.,,;(~~r · ~ :t:::jf ... ~y"", 'V .'.;"~~k III; ..i Z l: 11\ ;i: Z- ::) ~ l!: . '^ M ~ Z.. M: ... . ~ .....? .. t:i C A. ~2{ ... 0::' Q ; '^ ...... Z Clio;. .A Z "'. J...m:: .... .... III ..; . >~.f.: III ...,;, =I ,,~.~ "4 ~.o:H \I'..."". J' '< :' ':' {~~~1' ~~I~ J>.i/.( l..~ I..'~'~......'.'.. ~\ '~'~~~;'::.' ;4~t"...,;~~ . ... ""~""~4'~~:i\' ~~:~~ N.iI ,'I:'" 'f.' f.' ;:;~~t; ~...;::. ~t:~,.: ' '.)!>t"MI".;~\..:..... ~)f;/}:~ 07/19/04t~1~i.1 .I~. '~i:i; t~~~~:~{. . ',1r' :jl;.\,t~( ~JJ~ ','~ ,;~:~~'~;'.1~k L 1.2~ . " ~~.<;},~~ ,.,f.;:;,,~,~ .- IRRIGA TION NOTES IRRIGA TION NOTES (CONTINUED) 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST- RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE. THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BETTER. /.. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. 2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP- PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT OVERSPRAY LOW NEED AREAS. WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER SUPPLY HOSE BIBB. MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT IMPOSED RESTRICTIONS. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT / ENGINEER. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. 5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS OCCURRED. ASPHAL T A VALON STREET EX. 8" SAN. - - - - - - -'- - - , - ~~~,- ~ . -:- - - - - RIM 5.39 - - - - INV. ,. 79{E) INV. 2.84(NW) INV. 2.99(SW} ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. EX. 6" W. ~~~~~~~----------------------------_. , 't" . II. . ,0 . . . . I . . . I . . . jJ f ~ 1> . . . . I I . . I . . . . :t:. \(). . GSI . . . ~ : ~ . . . ~ : ~ i I . . I . :J f I Cj . . I . . . I . . ~- - RIGHT-OF-WAY o XERISCAPING 6. 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEDS. ~ ~ co 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. lIJ .. ~ ~ CI) 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. ,I ~7 o ,1 ~z 6 " ~\Z" [J ,\Z 8 o o 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). o 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. 8. LOW-MAINTENANCE DESIGN. TREE & SHRUB PLANTING DETAILS 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE - GROWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. . -_._---------._._-_.~----... EX. 6" W. ~ Z ;~ 0 CPo " - ~\I J I- 'lilt" . 'lIlt~ I- -- ~ .....~ ""A. "- 0 .....'^ -A A. "X V\ X- Z .~ . 110 ~Z I,. ~ ~:.f I- co... ""'^ ,,~ . .... ;X ... 'lilt.. . If l- t:. Z ""~ ...... UI -... t z 0 , > "'\1\i z UI 0 III . "" ~ " ... I t:1I\ :)~ Z '^ "" Z ..."" . 1:;. ... ...& A. ~~ 1;0 A Ait Z z .. . .~ ... ...... ...... >. . ~~ III \I~ ... ~ 0'" \I ~~ INES Comm.: 0441 I I Drawn By: B.J.V. I I Checked By: H.G. I Issue Date: 07/19/04 Revisions: No. Date Descri tion r 1 l'rnJh~rcn~,~prn\ ' O. ir-' (( -I: Ii 'Y/ I~ n L~ \::!J L:::.J U IJ b I, ~- .1' ~ ,l I, .~.~ \ I . I' 1[.1 'u; I OCT I 4 2004 11 <>M../ /: i I jL-/ I I PLANNiNG & CiEVELOPMENT I SERVICES I CITY OF CLEARWATER ' en c Z <t . en t- en LLI -J -J J- <C - c :J: z LIJ ~ ::.:: CD ~ Z "a C 0 CU . LLI t- en · (.) z~ Z 0 .. -JO:: <t ~LIJ - ~i m :e ~o:: "a<C <t CLIJ CU-J ..,,(.) ~""'...~,~--""". ..' _--"."~'d" '""'~~.''''-'''_',~"",_"""",'''_"H O/\K -rF~F[ PINE TREE P AUvl TREE o HI [r~ TH E F (!\ I i, 13 E , . f. , ) '; BUSH ~_"_"'_' ';"'<"-~q. .-...,.......""...."._....._,,-,.,.,."", 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE " OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH ~ SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. , -'-~,- --.- ~-;;-.; - EX. 8N SAN. KENDALL STREET ASPHAL T .'- RIM 4.88 INV. 1.68(E) INV. 2.28(SWcfNW) _ _i_:_ _ ------------------------- - - -,- EX. 4" REG. W. ----~~------~~-----------------------------------~~~------------------------------------------------------ 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS - WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A - DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED - PLANT MATERIAL. NETAFIM DRIP TYPE IRRIGATION Irriga tion Heads Table Quantity SYMbol Sprinkler Heads 33 e RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 180 1 C9 RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 090 2 G RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 120 3 EB RAINBIRD 1800 SERIES 10 Series trajectory 15 deg 360 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST - BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. - 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT ~ INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION. u ORIGI~J/~L z :5 ~ LI.I .... - CI) Z o - .... e:( C) - D:: D:: SCALE: 1"=20' 40 o 10 20 40 - BUTLER'S NURSERY, INC. 7011 75TH. ST. N. PINELLAS PARK, Fl. 33781 PH.#(727)544-0445 FAX#(727)541 -5027 E-MAIL: BUTLERSNURSERY@MSN.COM IR1.1 DRAWN BY: R. BELKO CHECKED BY: C. BUTLER "-, ", "'''' ", ", ~ ~ I 0> ('t) . I- en -I -I ~ Z W ~ ~ 1. / / / / / / \, v '/ :'<: "Z :::: :::::: :::::, <::: ? <<<:: :::< ::) .:) '-.'<. ::::: ::::::. ::::>::::: ><}:' ......,.. > ::::\ ::::::. :::::: 1",,- :::: :: ::::: "" '.': ''', }' ~ .'<. - o , N -r- I: o , N -r- 1/ / .. ..?:>!::::::: -"1~~((/ ? ;>/.'s::!i!:.... \'" . '\ '\' '7 'Ii :::::: ::: ::: :::::: :::: :> <<::~ <. :> >: '):":' ::: :: ::: ::: ... ::: <:::: <::: :::< '7 .'\ , '.' <'::::.<-:< :::.:. -:.::< .... ..... .... :::: .....::::::: ::::::::::<<::: .... .... :-:::::::..:.............. }::: ::::::: '.' .... ...... ..... ...... .... .... ......> ... .....:. ::.. '.' ..... ..... ... ........ ........ ....... :.:::: .::' .:.:.:.' .:...... .......:::: .:<::: :::<::::::::'<:::::::':::::" ........ E;XISTING PUBLIC PARKING / EXISTING WALKWAY 153'-7" / '/ '/' ? '/ '<. ,,\ '\, ./ .'<. '<.'<. .'\,'\, ,'\, '\, .'\, '<.' '<..'\, ., .'\, .'\ '<. '<. '/ '/' ./ . \- \- '<.'<.. '/ '//7 '/'7 '7/ '/ .// '/ '<.'<.' '7/ '/ T .... RAMP TO LEVEL 2 ~ 25'-1112" > VAT = o I Co , , , . I I CURB ~ "". - - I I I I I :.:>>> :::.:::/>/>:::,::-;-:'::::::)'H:>-:' /{::::.\:):::\ :>;:;:;:<:::'.)><.:>>::/:i::<::::/)::)>\:" >>:/> :......: ..... ::::::: ::::: :<< ::::::: ::::> :::: ::::< ::::: ::::: ::>;::: <.) <> :<. :<':.::: ::::: ;::: ::: :::::::< :>:: :::::: ::: ::::::: <::::: :::::<:::::<:::::::::::><.:::<::::::::::::<:.::.:.::::::::~:;<::::::::::::::::<::::<<<::::::<:::::::::::<::::::::::::::::<::::.::::::::::::::.:::::: ........................................................................................................................................................................................................ :::. ::.:: ::'.::. ::::: ::::::: ::::::: :::::: ::::::::: :::::: :::: :::: :::::: :::<: :::::.. :::::: :::::: ::::: :::< :::::: :::: :::::: .:.: :::::: ::: :::: :::: :}: :::: <:::: :::: PARKING GARAGE FIRST LEVEL NUMBER OF PARKING SPACES: 12 FIRST LEVEL GARAGE PLAN 1/8"=1 '-0" NORTH ~ .. '.' :.::::::: '.' ..::. '::. ::::::::>:::........::::.... ::'..:. .'.:.:.: .:............... '.' ..... :.:::: :.:.:.. ............ ::>::: :::.... ..... ::<: ::::. .:: '::<.:" :':::::'. ::::: :::::: :.:<::::::.::::::'::::::. .;:::::::::::::::::: ::: ::::: :<:::: <:::::::::::::::::::::: ......::<. .::<.:::::::::.:.:::::.. ::::: .::':<:::::':: ?/ '7Y'YY '\ " ,'\, .'<. .",\,\ ./ .'<.. '/ ?/ '77 '7/ '\, '// '/7 " 31, S\ I 'V'fl )t~~'\~ ~ ~r III EVAT r------, : :--- I I L..______.J SPARE DUMPSTER UNDER STAIR LANDING LOBBY [ill TRASH ROOM ~ OVERHEAD ROLLING FIRE DOOR 19'-0" TYP. - . I "I II . o a.. ~~ " .'\, '/ '/ '\ .\.\- .'\,'\, '777. ~l Jl ? '7/ .'\,. '\, .'\, ? ? '7/ 1 - <r v' r\.. . . . . . . . . . . . . . . .. ,. , Y) Y/ . /'/ , >. ')'7 ',.' .. .. . . ,"\,. ."'\.. ,'\. ,,\ .'-.'-.'\, ,'-. ,. .. ,. .. .. .. . . . . .. .. " .. ? .'<- .. .'\, .'\.'\, ,'\. ? ., ........ , .. .... .. " Y/)'/ ?/'/' " " Y)')'/?/ , , , l'S~-O" ~ ,,'\, ? ? '/f. '/ Y-</ /<.'/ y>>\yy '/ '/'7 ,,><., .'\, ')1 ?/,// .'\' .'-. .. ,'-. ., .'\,'-. .'\, \-.'\, \- .\-'" ,'\, '/ , , , , . . . , . . . . , .... , . . . . , .... , . . .. " "" .. .. " .. /'.. ':~~;.J:::::U.J.H '0~ .~,~ f - - -- I II \ I I \ I I I \ I I I \ I I // I \ I I // I V l/ II I /\ I "" ~ I I \ / ", I I \ I " I I \ I / I \ I II \/ L___ . . . . .. .. :::::::::::::1':0"'i ......, ... . , . . .. . . :-:. .. ,'-. .. " .. ., ,. ,. .. .... . . . . <>< '. .. "." .. .... :<<<<< '~. ...............1. ^l . . . . . ., ~ .. ? . . . . . . .. ~...,. " ::::/:::)(:::>>.,'\.\- ,,, ,\- / ,.. / / ,/ ,/ / ./:'" ,/ , , , , , , /////..,.::::?~<} .:.:-:::.:.:-:-:.:::-:-:.:.:. ':':-:-:-:':-:-:':\. '/ . . . . . . j:o.t.;6~:::::::::::: . . . . . . . . . . ,. .. .. .. .. .. ,. .. .. ':': .. m~~>> ,'\. 01' '/ ,/ ,/ ,/ '/ / 7 . '\ ,'\. .'\, .'-. .'\, .'\, REVISIONS # DATE ~ ~! ~I;~I~I !~~il~i i1ii'ihil! ! I~I! :t:1 ~!!:9 :t . ~ ~ z5 t/) -~~I~I !Im~~~~ '!~5~~~ ili~i~~ 1m - ~~lil j!:!~ ~~t:lt~~~ I~I~;I' !~~!~i! U~rl~ uMn ~~~~~a~ ~ -U"'~~lIS !mhl E---< E-< <D N E-"- 0 N .... c;:::::. U (') N (') c:....:;;. co I/) ~w~~co --:.:l - CD a:: ~ ::>l7>w .~E-<CI);:;-lD l;-........,.--.i _ I _ :Ii c:;;:::; C co ::> c..e::::::r:: a::-Z ~ ~z ~."'U:J:CDO 1""""::-"".--1 (.) ~."'; -(') I- ._._.~ Qr::; ..J (') < ... a::,.j a:: C>....:J:ILI- --'W.{CI) NILe; o:::li w co < a:: (')1- = ~ ~ .' 0) co ~ en z o -I ~ <( .. zcno:: oow ZI- w<(<( ~~~ ~I-<( ~J:W <;:d :-: :)> ::1::........:::::::-::-:-:-: :<::';' >:} :::::..... ...;>-:. :::\ , :::: ...... ::: .... .':-:-:- -:-:.:-: :::::-: .:-:-::<-:-:::::::::-:-:-:. .':-:-: ....:: ............ :::: :::: :: -:-:.: 0: -:::: :- ...... ... ::-:-:,:':< .:.:.:; :-:. ::-> :.) :::::: <:: : " ~ : 31 '-0" '''"-,, Ii' ~ : -"-" \ I 1 : ~ '" 1\ II : "-" I \ I :',,> I \ I I ~1. GUEST CALL BOX ll: '-'''''- I \ I I , 5> ~ V I CJ "l:t /1 1\ I : ~ / / I I \ I .... // / I \ I // I I \ / // I I \ / // I I \ I // - - -~ / :::1:b';;;1.~:::::::::::: ...... ...... ...... ......... ':) ::\: :::::: -:-::: >:- :.( :::::: ::::: ::::: :::::: >.~: /:: ::::::- :::::: ::} ::::::- :-: :-:::: :::: ::::: ::-:-:- <:: .:-::: <:. ::> :-::: /:: ....../ ...... ...... .... ......<< :<:-: )'. :) ): ;:::- ::::;: ):: :::::: :;::: :;::: :>:: ):: :>: /:: ':': .... .... : : /:: .:-:.: <::: }.: t:/......::!:../(...!C;....:::::..../\ ::/.. <:::. .:? .'>~. :5~i~~:+~~: :: . ',' . :: . <.::: : :::::- ::::- ::::.: .::::::: ::::::::::: :::::::: ::: :::::::: :::::::::::::: :::::::::-:::::: ::::::-::: :::>:::: :::: ::J-: ::::::-::: ::: ::6.fr:.;.:1tI~: :.:::::::::..::::.:.:.:::::::..:::::.:[:;::.:.:.:....:.":.:::::::::::.:::..:'::~.. ............ :;:::. :::;::" ::: :::: ::::::: >:: ::::: .::::::: :::: ::-:::: :::::-:-:-:::::::.: :\) . . . : Z Lrl:5 >0.. Ww -Ie!) ~~ 0::<( i:i:e!) <( o - 0:: o -I u.. , .' ,'\. , '/ , , , , , , " , , , , , , 14 OCT. 2004 A 1 UNITA LIVING AREA: 2702 S.F. TERRACE AREA: 686 S.F. TOTAL AREA: 3388 S.F. UNITB LIVING AREA: 2505 S.F. TERRACE AREA: 429 S.F. TOTAL AREA: 2934 S.F. UNITC LIVING AREA: 2141 S.F. TERRACE AREA: 178 S.F. TOTAL AREA: 2319 S.F. 1 BUILDING EQUIPMENT ROOM " .... .... .' ()') (t) - 25'-11/~. 24'-101/2" " c;> Co CURB RAILING PARKING GARAGE SECOND LEVEL NUMBER OF PARKING SPACES: 14 LEVEL 2 PARKING NORTH -- 84'-3" IRRIG PLAN ~~~-- / I I T I I I I I I I . I I I I):D 0 :: ::~ - ~_. ,~~ o~ / ~ IQ ..J 1/l ([) a( UNIT A " \ -r -- m-,L. ^1~. e, "-. : i ~ ~ l________J ~ "I . G kH ~ Q )t[ I ,,'- J L) / [Q D :> r - " .... .... ~ j:t) f- l- I- - - c- 2'-0'~ - ..... ) 4U 11I11 l1-rl,1I , III I I I I I I I 11I1 I c;> N .. ~ 84'-3" c;> N NORTH LEVEL 3 FLOOR PLAN .--... 1/8"= 1 '-0" 153'-7" r ~ RAMP TO LEVEL 1 .. TRASH CHUTE 1/8"= 1 '-0" 66'-11" 153'-7" ~ >- I " .... ..... I ~ EL IRRIGATED PLANTE;RS .jl~ ...~ OR EL OR '!III~ "lIl~ TRASH CHUTE XA ~r-~ ~Q 11II I II r INII I I I I I IHI REVISIONS # DATE ~I~G~~ PLANTERS I .~ . I I '" - ~ ~ UNIT B I~e ~ ~~ Q rG 0 (dle-.J ~ ~I C .~> '" G :> "\ )l\~ :-; I ~ _=1 C CL,.>. AIQ n lJ f r I _ _ 0 ___~__ GI ci( . D T.^ ,',' ~" , , " ~ , I " I , I " I , I < I , I ", : ~ " I , I "\, ,') ~ k- "'y/ if ~ " ,,~)~\ 7'- ((----0 ~\!~~ it I I III I I I I I I fir UNIT C ) /):LJ .. ~ l- I-- I-- I-- 2'..0" 1= ,. ..... I- ..... . I en ..... '\ ) ~ ';0' I-- ~ = ~ i! ~QI!~~~ Ilndl ~~;5~li U~I~~I ~~i!~9 ~~!5~~rJ I~~~~~; 31~~!~i '!~5lB~~ Ili~~m~ ~II!I~~ l;hlU ilUIU i~5i~i~ i~;~~E! ~~mi~ il~~~~i ~ E---; E-< lD N 1:--'-; 0 N "" c:::::> U .., N .., C-;) w~1tl C/"':} r:..:l I- CICl CICl ............J - 10 0:: ~ :::IQ)w ~E-<(/);;-tll ::::r::::: _ I _ :Ii C-.l"':'::J C CICl :::I ~::I:O::-Z -< ~ Z ,~.." U :a: 10 0 """".- (.) ~',..' - .., i= ;::t, ~ -' .., < .. 0:: .J 0:: c:::::> -"" :a: IL I- ---w.{(/) NQ.(; o::E w C/O < 0:: ..,1- .. 0 I N 66'-11" <C 0 - 0::: 0 ....I U. .. Z (f) 0::: 0 0 w w z ~ t) <( z (f) ~ ~ w 0::: ~ <C m :I: w ::E ....I <C ~ t) c;> N z <( ...J C)Q.. ~o:: ~o 0:::0 <C...J a.u. N~ ....1....1 WW >> WW ....1....1 14 OCT. 2004 A 2 REVISIONS 153 - '-.......... ~ . I I I I II 1 II . - / IRRIGAT LLL II~ PLANTE i- - , - ., ""'r- I .. ~ -- /5 T ~ ...... "- >- -< "-~ "-~ V .~I Q "- "- 1r I() 0:( UNIT A UNIT B ~e~ "- " I- ~ru. ~ ..... AI ~ AI ~ (5" \-. r -- ----i L. - \ . ~~ I I I I '....., I I I "'-- I I ) ~ I I <J I I I I LJ' ~t Are 0 tJ1O-l L_ _ _ _ _ _ _ _.J Q llT ) gUB ~ ( I '-'-\... . ;'~ \ ~ "Ill .- "Ill ,.. r . ~ = ;> I . . , I )\\\ J 11I1 I II I 1 III III I I I 1 I 111I1 !!!II 0 ;::=: A ~ NORTH ILAJ c..i' _2 I Q ..., ( --"'" ill LEVEL 5 FLOOR PLAN LJ 1/8"= 1 '-0" I 1,' I ~ I I I ~ 4..\ I . CLUB ROOM 1-' " )'15 I '-7" ~ - - - n n V IRRIGATED ..... I- .- I /J . I I T I I I II II. PLANTERS I:ITT II~ - - - . - - - - - - -, J I , , , ''I I , \~ I , , , \.~ I , , , I , , " , , , , I , , 'l , _. , ..... 1---1 . J'v 1- .,! _ _ _ _ _ _ _'_ _ _ _ _ T .... . ~~~ : :l: ~~~ \ ""\ ~~' t' .... 153' 7" # DATE IRRIGATED PLANTERS ~D RS UNITA LIVING AREA: 2702S.F. TERRACE AREA: 686 S.F. TOTAL AREA: 3388 S,F. UNITS LIVING AREA: 2505 $.F. TERRACE AREA: 429 S.F. TOTAL AREA: 2934 S,F. ; i~. ~~~~~~~ i;~~~~1 ~~~~~~~ ~I~~~~i i g~Qm2 ~~I!~~l ~~ s~i~ I~~~~~i iJ~~~~; ~ '~~~ii!~ Ilj~I~! ~llJ . ~~Qm~~i ~~ED:~~w I~!~U: ~m.~1 l!>1~~~12~ ~~~~~;~ i~5~~~~ ~~~3~~~ ~~S5 .~~ ~vitji;i~ m~~~~~~ j!:g~~~~1 IRRIGATED PLANTERS E,'--'-'" E-< CD N ['--..... Q N .... <:::::> U .., N .., C-:J "'I/) ~tJ.:l~~CIO .........;:.:! - '" II:: ......::;j ;:)C>>w ~E-<fI)~a:l :-~_ I~::E c....P:) C <0 ;:) ~.::I::II::~Z ~ '<I'z "";;;;>.'u:Z::;;:o ::;.::: ~ t"I i= r::;:;::::< 0.:: ..J ~ < ;.....L.... II:: ..J II:: c:::::::> ...... :z: IL I- ............,. -... W< fI) N a.. ~ Q::t W CIO < II:: ..,1- .s l> 1/8"=1 '-0" IRRIGATED IRRIGATED PLANTERS PLANTERS <( UNIT A UNIT B 0 - 0::: 0 ....J u.. .. z en 0::: 0 Cl w w Z ~ () <C z en ~ C\ ~ w r I- <C ') CD - w :E J: ....J <C ~ () G LEVEL 4 - FLOOR PLAN UNITS LIVING AREA: 2505 S.F. TERRACE AREA: 429 S.F. TOTAL AREA: 2934 S.F. zz :5:5 a.. a.. 0:::0::: 00 00 ....J ....J u..u.. "'=tLt) ....J....J WW >> WW ....J....J NORTH -- UNITA LIVING AREA: 2702 S.F. TERRACE AREA: 686 S.F. TOTAL AREA: 3388 S.F. UNIT C UNITC LIVING AREA: 2141 S.F. TERRACE AREA: 178 S.F. TOTAL AREA: 2319 S.F. ( )> 14 OCT. 2004 A 3 IRRIGATED__m PLANTERS / '/ ...... 1....1- / - - - - - - 1-' I""'" "T ~ Q a( J1 " _(~ _ill ~ \ ; -- ----, L- Ie) '" "'-. i 1 '\ I I "- ~ l___m__j ~ Ql~ ) 2 Uf5 = > jJ IRRIGATED PLANTERS I - UNIT A ^1ru- ~~ <u I , IDI I I I T 1111 , , I I I I I 11I1 NORTH --- LEVEL 6 FLOOR PLAN UNITA LIVING AREA: 2702 S.F. TERRACE AREA: 686 S.F. TOTAL AREA: 3388 S.F. UNITB LIVING AREA: 2505 S.F. TERRACE AREA: 429 S.F. TOTAL AREA: 2934 S.F. 1 153'-7" l' -- . .'I'D"II. ~ --- LLl I U-I I..J...I - ~- - ~. -, '" I [JD 0 -~ - ~- -- - /fj !!llI -0 ~ ..... ;-' -\ u ::- Q ~ " 1fl ~a( UNIT A UNIT B ~~ "'- ...: -- -m1 L. ^1fU I .. ... .. ... ~ - re'.. : : 'I ~~ ~ ' , <( ~ L_______j U ~. Qrn 0 ije---' G tZT ) 2 LJI;: 'V'~ ( 'I~\... [Q "'III .. "'Ill " r '...Q G )' "\ "'. L D > I I ~ ') . .-' , I A\ 7 11I1 1 I I I 1 III TT TI I 11I1 ---3 L ~ 0 . r.:;=:: ~ - - UNITA C"'> ~ ro ..., - NORTH LIVING AREA: 2702 S.F. 2 - r - TERRACE AREA: 686 S.F. - --- TOTAL AREA: 3388 S.F. II lJ " r\ UNITB . LIVING AREA: 2825 $.F. I I I I TERRACE AREA: 429 S.F. I TOTAL AREA: 3254 S.F. I "- I LEVEL 7 11I11 I II I I 11II III I I I I I I IIlI , m "- , " 1/8 -1 -0 153'-7" !b'.:~ .. IRRIGATED PLANTERS ~~ ~ I ..... .. :7' .... ;:' ~ UNIT B ~A ~~~ ~f5 '116'~ .~ ~;': "\ . ~\ ~ ( C..i' ,,QIO -, ~ [> ill ..... ...~ - 1 "'Ill" "'Ill" r 1 J o 11II I- 1/8"=1 '-0" '" ... 1 , ~)()( xx " \ ~ x.;<;< 'WOME~L ~ x'Xx~'Xx ~ __",,-1 rn ~ VI ~ 'X X X ...x)( ><>( ~-- rn · y y ~ 15(' x "', \:Jl 1 '"'I 'X X \ - : : ~x ~,~E~~~~xxxxx; .~, ~X'X Y)(X~~X~ XXX X)(~ ~ ~AX rX>l'A X~~X><XXx~ ~ ><;(<}( X~~ ~ ~'XXXX )(-2<><. ... i,){.~X~ ~ ~ \IJ ~~ ~ ~ ~ ~ >s(x~ ><~ POOL SPA ~ ' . ~ X)( )( X ~ 'X ~ )( x X )( X')( x ~ X X X )^ r, 'VXx~ ~ -;~ ~\ : ~~v.;< ~XXX'.X)( : : ~)(')()(IX~)(X)(}(V ~ '(XXXX~") ~ : : ~V~Xx""xxxxxx~~: !~ ~: I ~~ - - - - - - - - - - - ~.,! / 'I ----------_-.: /' \:, \, > # REVISIONS DATE IRRIGATED PLANTERS g I ~ I gll~i<! i ~b~1 ~~i~i~i 11~~ui I~n~~~ ~~!~~~~ ~I~~~!t! 1!~~ra~15 Qmi~~I~ ~~~imd Ihd~! ~;~~~ti ~lm~I~~ ii~; ~15 ~~~I Ii ~I~~~~i ~~S(5 -61: ~1!3~;i~ m ~~~-l F ~~~~~ ~..... f-< CD N [.-'" ON.... <:=:>U"'N", C-) CD It) ~t.LJ~~ClO .........::l - CD a:: ........::.:l ::> C>> W ~f-<Cf)~a:l :-i:-3 - I ~ :IE ~ COO::> ~:I::a::~Z ~ ~Z ~fU:X:CDO ~,,~'~~~.~,..~ ~ M ~ ~~..I"'< a::.Ja:: <::::::J ___ :x: ~ f- ---,.....W<Cf) N Q. ~ 0:& w 00 < a:: ",... <C o - c::: o ...J LL ~ zen a:: oow wZI- ~~~ ~I-<C ~:c~ <C~() I'- cd <0 en ...J w > W ...J 14 OCT. 2004 A 4 REVISIONS # DATE ROOF PLAN / " ~ " -------< / , / , / " / " , ", ~ " / ;>-------<. '\ ,// " , , , '-', " , " " , ", " , ", " ", , , , , , , ..- ..- ..- ..- ..- , , , / , / , , , ..- ..- ..- / / / , ..- , / , / ELEV A TO~ MACHINE ROOM I BUILOI~G EQUIPMENT I I I I I I I I I I /'" , / , / " / , / >-------< ,// " // " / , TRASH CHUTE ~ I ~ ~ . ~g!~~ i ~I~~~~~ ~~~~~~~ ~i~~t~~ iIQ~Q~! ~~i!~~~ ~ !s@i~ ll~~~~i - m~~~!!i ~ mgl;5!~ z! iil~~~ Imj~~~~ ~~I~II!~ .. il!a:~~j!: I~~~~; !m~i~ ~lm~~I~ i j!:m~~~ i ~g~~i ~d~d~ ~~~o .;~ ~I'm .i ! . ~~~!I / , , , , NORTH -- 1/8"= 1 '-0" IRRIGATE PLANTER 153'-7" ~ PLANT I '-T I I I TT II I . i -III I D fl.l I" '" .1;;; " - - 0-----. m ,,' ~r S K"'~ "- 10' ...., ~ "/ I 1 .- r .CJ ~ r- OFF,CE -- < ~ ~ ~ nil PENTHOUSE y? ..Im ? . G "v ~ ~ . . go... ~~ fY\ ...... :l ~t ~ -- ... .7 . ~ J'T lf1"il I ml l - _I I\n--::lr;J 4 ;.:./ro I I I - <C( I L~ ~S D~- ~6 o~ 7v ~ ~ ~ / UI ... ~ ...~ y /1 G m I( STUDY ~ ~ ....w ~ ~ I -W I II Till ~II liT III I T @n IUT1 0 \ UNIT A .- e NORTH LIVING AREA: 4847 S.F. 7 ~ TERRACE AREA: 2208S.F. --- TOTAL AREA: 7055 S.F. G MEDIA ROOM r:4i \ -4!JV 1-4" 0 -4~ I Iftl I " 1 I If 11I1111111 IIrT I m lilT" 1m r IRRIGATED ERS E--',; E-< CQ N E--'" ON.... c::::::> U '" N '" c....;;;. W ~ ~ ~t:.Ll ""co ...........:l - CQ II:: . ::) 0> W ~E-<(/)~lll ~ . "':E :=r::::: - .;;::) ~ C~Z ~::t::II::..,. ~ NZ ~U:CCQO ~ U"'- ~~ -",I- ~:;::::.:< ~....l < ::::r::: II:: ...i II:: <::::::> :c u. "" ............ <: W<~ N Q.. c> O:li w co < II:: "'I- ~ o - 0::: o ...J u.. IRRIGATED PLANTERS .. zen 0::: oow wz~ t)~~ Zwo::: ~I-~ al-w ~J:...J ~~t) IRRIGATED PLANTERS z ::s 0- 0::: o Oz ~::s 00 a.. ...Ju.. Wo >0 WN ...Ju... LEVEL 8 FLOOR PLAN 1/8"=1 '-0" 14 OCT. 2004 A 5 /7 / ~ I I I I I / "" D 0 I /' ~ /' ~ TOP OF ROOF SLAB / ~"- b ......--..... ;;;;;;;; ;;;;;;;; - - 'It'"' f\ I l- b 'It'"' ~ - - - i-- mm rnmI 111111 I \1:l,J:D:I.1~ l:!.. ):l, ,tIJ m IIIIII11 I [ill [ll]] m eee~ ~~e ~ ~llmmnll II~ Illlllllllll ~):l,l:l.~leee m mr IDJ [U l:l.l:l.l:l.l:l.I~ rnnm II II III II II 11UlJ" 1-11-11-11 II II II II II II HH H 1-1 1-11-11-1 U i=='i p;a;; ~ Ilf III III LO- Q> m []]I ]ll] 1111 IIII11 ~~~ ~~ mmumn m TI 1 m eel e ee 1111 II III mmml 1III 1111 111111 nrr~ Em II e~IIt:l,IIJ:l.IIt:l,IIJ:l.IIt:l, 1111 l:l.,tl.,tl.l:!.J:l.,tl.,tl. '1:I''1:I''1:I'u~ H H II II 1-1 1-1 1-1 1-1 1-1 1-1 1-11-1 1-1 1-1 1-11-11-1 fi5i!iii ;;;;;;;; ~ III III L0- IIi Q> m 111111 1111 1111 IIIII1 ..!!]! 11 ~ 1111 i ]][ll ill] II ~TI e ~ .~ e e II DJIill 1111 1111 IIIII1 I='.J:l.J:l.J:l.J:l.J:l.P ill 111111111111 ~~~~ ~~~ I[illJ II II II II II I II ... II II II II U U U U U U 1-11-11-1 1-1 U 1-1 1-1 1-11-11-11-1 1-11-11-1 :== === . ~ n Q> III III III I IIII11 11II 1111111111 l:!.!:1!:1!:1!:1j::!,j::!, num Ill] II . IIII eee ~e Jei IIII 1IIIDm mE III[H mn ~~ t:l,J:l.j::!,J:I.~ 1111 Illlllllll eeeeeee ~[[]ill m II II II II II II .'" lJ"lJ"lJ">r>r>r II II II II , HHlr~~ 5!ii ;;;;;;;; ~ III II n n Q> I ill]]] II11 ll, 111111 l:J.11B.-13. !:1 j::!,~ DE 11" TI eeeel e-ee )e III1 IIUlmn mmrrnn I1II 111111 ~J:J t:l,J:l.j::!,J:l.j::!, rul~ n lID 1I11I11I ~~~~~~~ 111111 ] m II 1-1 1'11'1 U H H I II II II II Ig II II >r11 >r>r>r>r 1-11-1 1-11-1 I-II-I>r lmu I [[jJ[ll] f9 Ilf III III III Q> )I ~ rn ~ ~ PARKING LEVEL 2 ~---- ----------------- ------ ~ 00 PARKING LEVEL 1 I ~ TOP OF ROOF SLAB " 4-----' ~----------------------- 0 " Lt) en co " o M 'It'"' WEST ELEVATION 1/8"=1'-0" PERCENTAGE OF BUILDING AT DIFFERENT HEIGHTS: AT 69.5 FT HEIGHT: + 54.50/0 AT 58.6 FT HEIGHT: !: 24.00/0 AT 39.2 FT HEIGHT: !: 11.50;0 AT 29.6 DT HEIGHT: + 1 0 0/0 PERCENTAGE OF OPENEINGS: NORTH ELEVATION: AT 10'-1" SETBACK: REQUIRED: 20% = 499.2SF ACTUAL: 495 SF < 20% AT 10'-1" SETBACK: REQUIRED: 20% = 32.5 SF ACTUAL: 30 SF < 20% AT 15' SETBACK: REQUIRED: 20% = 81.186 SF ACTUAL: 80 SF < 20% NORTH ELEVATION - \.., ;:I 3 . ~ . rsr. ~ ~~" " . co I ~. en N 1/8"= 1'-0" " "( " en ~ co 0) 'It'"' I (:) 'It'"' " ~ 0) " en " co I en " <9 en " ,. 00 PARKING LEVEL 2 " ,. co PARKING o LEVEL 1 , M 'It'"' " ~ co PERCENTAGE OF OPENEINGS: WEST ELEVATION: AT 3'-1" SET~K: REQUIRED: 10~ = 79 82 SF ACTUAL: 76.. SF 20% AT 5'-1" S~E: REQUIRE 1.0% 1~6 SF ACTUAL: 95. F ~ AT 10' SETBACK: REqUIRED: 40% = 854.916 SF ACTUAL: 853 SF < 20% o o - - -~ \ - - - - - - - - - - - - - - - - - - - - - - - REVISIONS # DATE ~ I ~ ~ ~~~~~ I~ ...~~~~ i~~~~~~ !~;~~ii II~li~i ~!Idd ~I~II!~ m8im~~j!:_ ~~~gl;~~ ~!3iilm~~ ~m~~fj!:~ ~~ lId ~~~a:~~w ~~!~~I~ I;~!~~i ~Img~~~ 1;11111 ~i~~~~~ ~i~~~ ~ nnm F--.; E-< CQ N e--'" 0 N .... <:::') U '" N ('t) c....;;;. W ~ It) ~t:.Ll,,"coco ...........:l - CQ II:: ~ :Jo>w '_E-<fIl~lll -<:;:t....... (W) ~ _ I_:i s:;::; ci co :J ~::r::II::~z -< ""z ~U:cNO ~ uCQ ~~> ('t);: ~:.::;:::::.~ r::o:: ~ ('t) < ::::r::: II:: ...i II:: ~....:cu."" ~....~w "CI) <- N Q.. c> o:ii w CIO < II:: "'I- <( o - 0:: o ..J u.. ~ Z(J)O:: oOW 21- w<(<( O(J)~ Zw~ <(. <( ail- ~:cw ...:::;. ..J <(~O D D D D D D D (J) 2 o ~ W ..J W C!) Z - C ..J - ::> m 14 OCT. 2004 A 6 ,- V> W C U . o'Z. ~,z. *'z. O'~ o FND SCIR FIR FCIR FRR PK FCM FOP FPP FN&D SN&D PlS LB P o F O.R. PG PB cp cl POB POC P.U. D.E. MH EL tNV. T.O.P. UG U.D. M.E.S. F.E.S. RCP ERCP CMP DIP PVC OTE TELE. OHW F.O.C. o If) ~~ ;:. ..,. <:> I Ir> (\J I (Xl Ol l< i:5 (\i o (\1 II) <:> ",. ::'. II i.~, il. It",W~ H;/; LEGEND I;i OAK TREE NOS C A LE 000 PINE TREE : PALM TREE @ OTHER TREE (AS LABELED) @ BUSH ~ ~~Nl~2" CAPPED IRON ROD "LB 4513" @ FOUND IRON ROO &SlZE NOTED) @ ~~~g ~~~~...JRJIK~OD (SIZE NOTED) ~ PARKER KA'l1.ON NAIL UII FOUND CONCRETE MONUMENT (SIZE NOTED) 11II FOUND OPEN-ENDED IRON PIPE (SIZE NOTED) IC'( FOUND PINCHED-TOP IRON PIPE (SIZE NOTED) IX! FOUND NAIL & BRASS DISK .() or <$' SET NAIL IN BRASS DISC "LB 4513" ... PROFESSIONAL LAND SURVEYOR ... LAND SURVE\1NO BUSINESS III PLA T {() ~,~~R~lA~RED ill OFFICIAl RECORDS (BOOK) liSl PAGE -..... PLA T BOOK CALCULATED FROM PLAT CALLS CALCULATED FROM FIELD SURVEY POINT Of' BEGINNING POINT Of' COMMENCEMENT PUBUC UnUnES EASEMENT DRAINAGE EASEMENT MANHOLE ELEVAnON INVERT TOP Of' PIPE UNDERGROUND UNDERDRAIN MITERED END SECnON FLARED END SECnON REINFORCED CONCRETE PIPE ELLIPnCAL REINFORCED CONCRETE PIPE CORRUGATED METAL PIPE DUCnLE IRON PIPE POL YVlN'l1.CHLORIDE PIPE GENERAL TELEPHONE AND ELECTRONICS TELEPHONE OVERHEAD ELECTRIC, CABLE TELEVI( SlON AND/OR TELEPHONE SERVICE UNE S) FlBER-OpnC CABLE GUY R/W ~ EIP BOC HWY BLVD CONC ASPH EM CLF BWF' 'M'F AIC R.R. TOB TOS NO. F'F' DIA. TRAFFIC SIGNAL ACCESS BOX CLEANOUT GAS METER GAS VALVE SANITARY MANHOLE GREASE-TRAP MANHOLE ELECTRIC MANHOLE STORM MANHOLE WATER VALVE RECLAIMED WATER VALVE WATER METER BOX RECLAIMED WATER METER BOX IRRIGAnON CONTROL VALVE FlRE HYDRANT UGHT POLE WOOD UnUTY POLE CONC UTIUTY POLE TELEPHONE BOX CABLE TV BOX SIGN SPRINKLER HEAD ROOf' DRAIN GUIDE WIRE RIGHT-Of'-WAY CENTERLINE EDGE Of' PAVEMENT BACK OF CURB HIGHWAY BOULEVARD CONCRETE ASPHALT ELECTRIC METER CHAIN UNK FENCE BARBED WIRE FENCE WOOD PLANK FENCE AIR CONDInONER RAILROAD TOP Of' BANK TOE Of' SLOPE NUMBER FINISH FLOOR DIAMETER 0'" "'() ". + ~ ,," ")'0 ". + 4)'V ". ~ ". + ,," 4)' + "" 4)' + ..J' 4)' + '00.. ". + ,,1' + '00.. "). + 'O'V ". + ">' ". 4)" ". SECTION A VALON STREET ASPH AL T '\" 4)' + ~ {o ~ ^"> '\~'V~? . 4);" "'... -,_0. 0 o ... ,,"'..'<:1" N N ~- '\'0"(4) ~ ~ ,,0;; '\. ". ~ ~ ~ ~ J:; I~~ 4)' 4)~ (4) 4)' + n. 4)" + <P 4)...... 1+ 0'0 4).,,'O:J' I 4)~ 4) 4)'1). 4)' 0.. 4)"... '0" 4)0;; " 'l7 ".... 'Y 4)'~ OV ~ 4)'~ 4)'J' 4)' E 4)1 . .... ,~ ". ,,7 " ,\0 ,\0 t,'V "~,,. ". EDGE OF PAVEMENT ". i +'Mt'- 4)'f ,0- :'> 4)'); ,,4) ". 4)~ + t< ,( 0' '" ")() 4)' + ASPHAL T CONC DRIVE 15.17' ,,>4) ~ 4)' 4)' ,,>"> 4)' ~ ~ (j z o (j '00 ")'V 4)' 4)' 4)'V 4)' 3.13' 4>' CONC ". ~ 0..4) III '\. '\. ~ ~~ '\~ e CI) 3.23' ~ .. .. 'OHC 10.50' 6' WOOD FENCE CONC 'O"J '0' 'Ofj> ')."> 4)' 8 uS 1-STORY MASONRY #17 ~ 15.32' ,( 0' '" .( ".:,' ,.' ~) ALUMINUM ON~SHEg '04) . _ '0' o CD o' .00 ~ ~ CO^O 'I... .. '0'" -.jI) 4)' 1-STORY 10 "": 6' WOOD FRAME lQ 0 FENCE :-' 116 0.- . '4.70 'OO.W 50.00' x .... I") d '<t 4' CLF 4)'V + 4)' 4)~ ~ 4)' + ASPHALT ~ 4)!> + 6' WOOD FENCE CONC F.F.-5.60' 0.35' SCIR in I") d 0.01' 5' elf' 4' CLf' .... d rJ' ". 4' CLf' o l' 4)' 11.60' ~ l-STORY 8 0) MASONRY 0) ~ ", 4)'f COVERED STAIRS - ~~ ~ 4) 2-STORY MASONRY...,,> -t> 1116 4)' 4)' a ~ CIlj 1 ,\'V ",. ,,'V +4)' .(\ 4)' I- ~ <I. 4)' :J: ~ ,.~=- .~) ,( 0' '" '\() ". + + '\"> .,.. 'V() ". + lJJ . ~ I~ CI) 4)'>" ")4) 4)'1- -I -( :J: ., 0- 1/ ":' ~ 0' '.., ~ ". 0.." 4)' ~ ~ ,( 0' '" t\ 4)" + I,\~ + F.F.-5.91' "f ,,'V 4)' _ 0.33' GATE I ~ ".~ ,,?J ,,"> '0' + X- ~ ". 24.10' 4.77' I 0.."> 1- ?Jo.. ,,'f ..t! EDGE Of' f'AVEMENTio 4)'0 ",,;-t< ~ ". '<t ",", t<~ "f + + " 4)')) + 4)~ + 6'C?s" ~ "'" 01 ,,~ ,.... ". !\ ~ ,,'9 ~ E 6- ~4)9 ~'\ ". ~ ,,~ ~ 4)1 ~'O ". KENDALL STREET ASPHAL T RIGHT-Dr-WAY 8 · TOWNSHIP 29 SOUTH PINELLAS COUNTY, ,,4) '0' + 4)"J '0' + ~") 4)' ..... '0' fa'}'V ,,'V co. ~'\ '0' . '0'0 I '0'0 '\. + I ~"J '0' + '\ l~"> +. '0 1/ 0' '..' 1/ 0' '.., ,,'0 '0' + I ~ '\. + /\ ./ \ i ",1..._ -- I ( " \ ) r"'__ .......J ( . , ...._) "" /-j "./' " /"-- 'v) ,.~., " " ' 1/ 0' '.., ,( 0' '.., ~ · RANGE FLORIDA 15 T ~ RIGHT-OF-WAY q, " 0' '..' >- J I .~ ,~ c: ---1 .~ II 0' '..' RIGHT-OF-WAY LEGAL DESCRIPTION: EAST ~ G RAP I-fIe SCALE 20 0 10 ~ 20 40 ( .~ FEET ) 1 im = 20 It. u t{ O~ I 4 aJJ4 ~ II>> PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER q C3 ~ I- ..J -( :c ~f}) ~-( ~ ~ ~ NOTES: 1. TYPE OF SURVEY: BOUNDARY AND TOPOGRAPHIC SURVEY 2. LAST DATE OF SURVEY: JULY 14, 2004. 3. SURVEY CREW: ROB ROGERS and DAN LANG 4. ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 (N.G.V.D.). 5. REFERENCE BENCHMARK IS A CITY OF CLEARWATER BENCHMARK, DESIGNATED '1-02', STAMPED: FL DNR 15-93-DA-09 LOCATED AT THE WEST END OF BOHEMIA CIRCLE S. AND THE INTERSECTION OF ELDORADO AVENUE ON SEAWALL. ELEVATION = 4.905' (NAVD '88) REFERENCE BENCHMARK IS A CITY OF CLEARWATER BENCHMARK, DESIGNATED 'H-02', STAMPED: STANDARD CITY OF CLEARWATER DISK LOCATED AT THE WEST END OF ROCKAWAY STREET IN THE NORTH BEACH PARKING LOT LOT AT THE SOUTH END OF A CONCRETE PARKING ISLAND. ELEVATION = 5.156' (NA VD '88) 6. THE LOCATION OF EXISTING UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAS BEEN LIMITED TO THE ABOVE GROUND EVIDENCE OF SUCH IMPROVEMENTS, EXCEPT AS SHOWN OTHERWISE. 7. BASIS OF BEARINGS: THE SOUTH RIGHT-Of---WAY LINE OF AVALON STREET WAS ASSUMED TO BEAR EAST, 8. NO UNDERGROUND INST ALLA TIONS OR IMPROVEMEN TS HAVE BEEN LOCATED EXCEP T AS SHOWN. 9. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR ONNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN. 10. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. 11. ALL MEASUREMENTS, DISTANCES, ELEVATIONS AND FEATURES SHOWN WERE PERf ORMED IN STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61G17-6, FLORIDA ADMINISTRATIVE CODE. 12. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE r'~E RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR. 13. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOC nON. 14. ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH) WERE LOCATED AND SHOWN ON MAP OF SURVEY. Lots 5, 6, and 14, Block 7, Revised Map of CLEARWATER BEACH as recorded in Plat Book 11, page 5 public records of Pinellas County, Florida. ,',-, CD . - o Q . .., N .... 0 z Suo!s!^e~ N o N l/) o "<t "<t 'b 0 N .......... :11 ~ .......... co ,... . o z - ~ Q) .0' 0 .... () a. Vl Q) - o o 0'1 ~ "0 N ~ <( l() CD o U "<t CD o u :::tl:: 0 (!) " z ] ~ ~ <( Q) a::: .r:. o u c ~ o .... o ~ ..J ..J >- <( w 0 > z a: z ~ ...I ::>Qcou. W...J...... 05~a: l~ ~~ <(~lii~ a: ...J Z <( 8~~d (l. "'0 > o <( I- ~ "C c Cd ~ ~3Q1~~~ ~ ~41r><0 ~ '0 ~u - co:g ~> 2 a::~F=~ ~~~z<Q I' s;-zOa::~ <ViF C:I-VlVl . W i OVl~~~ U 41~~Q. < 8 G: ,,~z <I- - J: OVl I- >-()5~Q:< o:::~ ~ 00 c:: t3 et: ~ ~rtli~ 0 Vl::><Xl~< .3 i -::>o\O~ Vl~<Xl1 .VI 41~Z 1"""; 0::: ;~~ (;N ~ o UJ <iOC! ! >-_ 0 N w,get: ~Q: ~~~ > ... >- 0_ 0::: Er>rtg.g :) -l:' _ s; :;:; VI:;:;~GI Uv ",,,Gl41 Jl~ Glc:Es;.S A V:J,,-Vl,g 5' >-i 6 >-~- i .a E .0)'- c: GI . WO ~15is;>ii: .J s; 't: 0 1:: et: '" II. _ 8.i.2~ a. ~ C,) ~ ~ '" o z ~ ~ ~ ~ ~ ~ [fJ. o a.: <(I' >1' Wc.o .-J-.q- :)1") o m (/) . w<c ~.-J <(u.. .-J . r-a.: (/)<c w~ a.:(/) 00 u...-J o ~ Z < ~ ~ ifJ. := < r- o U Z ::J ifJ. l() " I I") " >- ~ 0::: :) "<t (f) 0 v> Cl o -' "<t a. w .... G: " u.. o "<t I") N w ~ ~ Cl <( Cl CD u.: ~ ~ ~~ (f)W ~~. og <~ o ~~~ ,0 ~ I- :) o w ~ <( l- V') Z o I- u ::> 0::: l- V') Z o u I u I Q.. <( 0::: <..? o Q.. o l- I >- 0:: <( Cl Z ::> o CD o 0) eX) <.0 I If) If) eX) ,-.... I") r- eX) -.- x <( u.. N -.q- I") r- I -.q- If) eX) ,-.... 1'0 r- eX) '-'" I.,., 9-~" . '\ ~ ~ CO ~ (0 I Co L() ~ ~ ~ re TOP OF ROOF SLAB .. o ...... I (:) ...... ~ I 0> .. ~ 0'> .. L() I 0> <0 .. co I 0> .. or 0> .. or en .. .. ,. Co PARKING LEVEL 1 .. ~ (0 PERCENTAGE OF OPENEINGS: EAST ELEVATION: AT 10'-1" SETBACK: REQUIRED: 20% = 835.2 SF ACTUAL: 565 SF < 20% AT 10'-1" SETBACK: REQUIRED: 20% = 388.6 SF ACTUAL: 384 SF < 20% TOP OF ROOF SLAa .. o ...... , (:) ...... .. ~ 0'> .. or 0> .. Il) ~ I en <0 0> .. ~ Co L() .. co , 0> .. .. C\I <0 I I ~ re .. or 0> """ s: I .. ,. co PARKING LEVEL 1 / r -------------~ r-- -------------- L-- m - m - m D D ~ I ~ ^ I /'" '" / r /'" "" ~ 1 Illl mDluuuJ;JIumu"uum,m m' mmm m,UumUUmuumuu, [[IJDII \,..umuuum ~ III ---- - - -- - -- - - --- - -- -- - - - - -- - - - - - - - - - - - - - - -- - -- - - - - - - - --- - - - ----- - ~ D I ~mJ IlDllmnJ '[Il[Will{ mwrnI }RDJ mIl 1[)]mIU EAST ELEVATION PERCENTAGE OF OPENEINGS: SOUTH ELEVATION: AT 10'-1" SETBACK: REQUIRED: 20% = 289.98 SF ACTUAL: 245 SF < 20% AT 10'-1" SETBACK: REQUIRED: 20% = 290 SF ACTUAL: 252 SF < 20% NOTE: THE EXTERIOR OF THE BUILDING IS A SLIGHTLY TEXTURED STUCCO FOR COLORS SEE COLORED ATTACHMENT LABELLED AS "EXTERIOR FINISHES" AND FOR COLOR LOCATIONS REFER TO ATTACHED 3D RENDERINGS. H ELEVATION 1/8"=1 '-0" REVISIONS # DATE II BIll. ~ , ~ ill 11II111 illllllll I 11iI111 " mmuuu I IIIImm 111111111 II 1111 I II iii m.m III mIDI r lmJ]~mI r --. o 1/8"= 1 '-0" BUILDING SETBACKS AS NOTED ON SHEET A1 ARE AS SUCH TO ACCOMODATETHEPERCENTAGE OF OPENINGS REQUIRED. BUILDING SETBACKS ARE AS FOLLOWS: NORTH SETBACK: 10'-4" SOUTH SETBACK: 10'-1" EAST SETBACK: 10'-1" WEST SETBACK: 0'-0" OPENING PERCENTAGES ARE CALCULATED NEXT TO EACH ELEVATION AND FALL WITHIN CODE REQUIREMENTS. II ~ I ~ ~ . ~~~~! I i;~~~~~ ~;G~~~j ~. ~ii~~ i ~;!!I ~~i~1!.9~ ~~.15~~1 I~Q~i~~ ~I;~:!~ li!3iil~mi5 ~m~~~j!:~ ~m . ~~QI~~i ~~a:~~~ I~!~~r !im~1 Im~n'~ ~~~~>II i;;~~~~ uU;i~ I~~~!~I E--.; E-< CQ N E---", 0 N .... <::::> U .., N '" c....;;;. COli) ~t:.Ll~~co ...........:l - CQ II:: ........::l ::) 0> W ~E-<(/)~lll ~_ '~:E -'--' . 00 :::l ~ c~z ~::t::1I:: ~ ~z ~!U:CCQO ~:~::-_..,j ~ ~ i= ~~....l"'< ::::r::: II:: ...i II:: <::::::> :c u. I- ............<:w.{~ N Q.. c> o:li w co < II:: "'''" <( o - 0:: o ...J U. .. zen 0:: Oow wz..... u~~ zwc::: ~.....<( CD-W ~J:...J <(~u en z o i= ~ W ...J W G z - o ...J - :::> co 14 OCT. 2004 A 7 LEGAL DESCRIPTION: SECTION 5 ,TOWNSHIP 29 S, RANGE 15 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA. Lots 5, 6, and 14, Block 7, Revised Map of CLEARWATER BEACH as recorded in Plat Book 11, page 5 public records of Pinellas County. Florida. . , z ~t J ~ ~~ " ..A~" " """'"Ilt ~ ... "Ilt ~ ~ -A. o ~iS A. t:: z Z xi .c( .. X I:lC Uo v ... ~... ~t- co:Q · ':4z' .. 1'1\.. ..A "Ilt... ""'" "Ilt;( ... ;: t Z 1'4 I III ,,'" ~- Z o , > Z III LEGEND EXIST. ELEVATION EXIST. CONTOUR NEW ELEVATION ,..10.00 NEW CONlOur~ -- ,-~ ........10...---. ............ EXIST. STORM SEWEI~ 1_ tii ", .......... .----, ~ ......w., ......,~,..,.....,.-.l ~---.JJnl\jTA 'MY--- -.----. -~------- Je\DU..;Sf------.--..----- . r '" .t I iI' l : , , ( :E <( 0) '<:t M '<:t m '<:t o o C\I - (0 C\I - ex) 01 :: 1:1 Ii w 6 u ;::::. Q) () c ro :0 E ~ SITE DATA EXISTING (E) PROPOSED (P) REQUIRED MHDR &: T MHDR &: T MHDR &: T ZONIING: LANID USE: RH &:RFH RH &: RFH RH &: RFH 15 OVERNIGHT ACCOMM. ATTACHED DWELLINGS ATTACHED USAGE: AND 1 DWELLING UNIT 13 UNITS DWELLINGS 13,050 S.F. 13,050 S.F. MHDR - 15,000 S.F. LOT AREA: 0.30 AC. 0.30 AC. T - 10,000 S.F. DENSITY: 15 OVERNIGHT ACCOMM. 13 UNITS * 30 UNITS PER ACRE AND 1 DWELLING UNIT ( 8 UNITS) BUILDING COVERAGE: 4,678 S.F. 9,510 S.F. N/A (S.F. &: % OF GROSS SITE) 21.5% GROSS FLOOR AREA (S.F.): 4,678 S.F. 35,310 S.F. N/A F.A.R.:' 0.215 12.3' ~HDR{AVA~oNj-o'To STAGiNGARrA MHDR - 25' FRONT: Ll 0' 1\ !o 1 B\.D.fd AI nr. T - 15' MHDR - 10' BLDG. 4.7' WEST - 0' TO BLDG. SETBACKS: SIDE: EAST - 10' TO ILDG. T - 10' 4.7' 10' TO BLDG. MHoR - 15' REAR: T - 20' 69.5'T0 TOP OF Roorsar MHDR - 30' F~O~ B F E. BLDG. HEIGHT: 1 &: 2 STORY 3.66' TO 0 OF l>l:coRATlVE T - 35' PARAPET EDGE PAVED VEHICULAR USE AREA: 4,097 S.F. 1,017 S.F. N/A (V.U,.A.) IMPERVIOUS SURFACE RATIO: 11,012 S.F. 11,005 S.F. MHDR - 0.85 (I.S.R. ) 0.84 0.84 T - 0.95 OPEN SPACE: 2,038 S.F. 2,045 S.F. N/A (S.F. c!c " OF GROSS SITE) 16% 16% PARKING LOT INTERIOR LANDSCAPING: 180 S.F. 329 S.F. 10% (S.F. c!c " OF V.U.A.) 4% 32% PARKING: OPEN 24 20 PARKING CALCULATIONS: 13 UNITS x 1.5 PKG SPACES PER UNIT = 20 FLOOD ZONE INFORMATION: THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE "VE" B.F.E.13; "AE" B.F.E. 12 PER FLOOD INSURANCE RATE MAP 12103C0102G MAP REVISED: SEPTEMBER 3, 2003 ..... '<:t '<:t o (j) - () Q) .~ D- o <( u o - ::l <( '<:t o o t)I X SURVEY INFORMATION PROLIDED BY A SIGNED &: SEALED SURVEY BY: SUNCOAST LAND SURVEYI:!G, Inc. C. BOYD ALLEN. P .LS. 113932 DATED: 7/14/04 * 12 UNITS BASED ON TERMINATION OF NON CONFORMITY PLUS 1 UNIT THROUGH TOR AVPlCNsr > <( I ~ .JJ ~ Z <( ~ CT s: )> Z o )> rT ~ I ~ s: )> Z tIJ )> rr ~ NEW STORM SEWEr~ NEW UNDERDRAIN ,-..."................r'!"'I,...,..,.,..."""'fll""lII EXIST. SAN. SEWEI~ NEW SAN. SEWER . -~ '.....-. ........ -- EXIST. WATER SERVICE NEW WATER SERVICE ........',,..,,..,................ "'"'" .w III NEW INLET . NEW SAN. MANHOLE . NEW CLEAN-OUT(C.O.) C.O. -(j]- - 'I I .._....__...J NEW BUILDING AREA . NEW ASPHALT ".. NEW CONCRETE TEMP. SILT lJAI"~IEI\ \ "_',,' " ._,h.....",../,_ '.."....._... POINT OF CONNECIIOI\I OF NEW UTILITY 10 I' XI' , '\ /.. , /.,? M B.F.P.D. F.H.A. F.D.C. T.B.O. T.&V. MElLI IJACI<I f)l// I )I~I:.VLN IIUN I )IVIC:I rll~[ , IliA") I ASSFtvH3LY FII~[ IJU)f\l~ 1 MEN I CONNI'C IIOI-J I EMF'OI~AI{( BLOW .on TAP ANI) VALVE EB #5936 '0 . 1'1\ " ~ ~ E~ z :;:)" Z '^~ .c( r;. .. ... Q A. ~- t;g Q ... Z QUo ..A Z .. ""'" .. m .. ... t- ..... . ~~ ... .. ~ _ v.. > ,..... - 0... U ~v , L ~s~ue Date: 07/19/04 Revisions: ., \'l N(1. Date DescriDtion --;:-- --.- j l~ -j 1\ ......L / L::. 1\ .l j .L,,,:'I /\ L j I~_~ L / 7 .~.\ L' / j ~ .6 -L / .6._ / j .1~ ~m/ / _6 ___L j .l~ ._1 j .l~ _.f j I.~ / / t>etJ)~ SITE PLAN .1frn~ CASE # ..fi:Yuot.. E) e>~r~ CASE TYPE C () -i f ORC DATE G+ COB DATE SIGNATURE DATE ) l [~~s Comm.: [ l)!~wn By: I Ch~~ked By: TDR DATA TABLE -. ~.................-......-...-. SENDER SITE MAXIMUM EXISTING/APPROVED PREVIOUSLY REMAINING UNITS TC ALLOWABLE UNITS ON SITE TRANSFERRED AVAILABLE TRANSFEI DENSITY UNITS UNITS TO RECEI SITE -,0'_ .. - ...._...~.~'."...--"-_.~. '-' "'. ~~. ..--......_.~,.. ,... 321 CORONADO 4 UNITS 0 0 4 UNITS 1 Uf\ DRIVE - . I II l~ illl , I I .'\ i .. , ,;.\. :; .." ~- B: j~E) /[',) , i, '0 nnJ] ,-,._-, ~ (:'-=-~>J C.--- en ., C Z . <C I- (I) en -I -I W <( l- e z., - w ,. :c :.:: . - , . ~ c.o , -.r- <t "C' Z C .... CU 0 . . <t I- (I) C w z. w (.) oii -I .. I- Z ~~ - CI) <C <~ - ~~, -I a3 - "Co::: > :E C<( cuw - <C It')-I (.) -.r-(.) ~ z UJ 0:: ~ UJ Q r- o <l:: uiU)~ C~.= ~ cCr S2 ~ [UI)] ~ ffi d ~__~ G ~ U) ~ o =-; ~ [L11!J z - ---:s u ~~ . :'!!!:. '...- INDEX OF ~HEETS C1.1 CIVIL SITE llA"1 A C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITIO~ j SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING, DRAINAGE AND UTILITIES SITL: PLAN C6.1 CIVIL SITE [lETAILS C6.2 CIVIL SITE,JiETAILS L 1.1 LANDSCAPf SITE PLAN L 1.2 LANDSCAPE DETAILS AND SPECIFICAT'ONS IR1.1 IRRIGATION SITE PLAN . .,\~'" 0441 B.J. v. H.G. . . , \. C1.1" '-..~~~ TIllS DRAWING, AN INSTRUMENT Of, saMCE .ANI). SHAu.... 'llawN . THE PROPERlY Of THE ENGINEER, ANI ;'IAtl NO BE R~ROQU~ro: ~EIl. .INN<< WAY wmtOUT TIlE CONSENT TlIr 'NEERo,) . .... . C~4 NOT PIIBUSHEO ~> "oJ" .."....y... (......-.".., ...) .,. .~.. ' . .'. . .' \ -.,... .:. .) ~.__. ---- "-" ----.-----.---.. S.W.F.W.M.D./ EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF lAND ClEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH All STORM WATER DIRECTED TO IT. AFTER COMPlETION OF All WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND ANE GRADE THE ANAl SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PlAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHAlL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER Will BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHAll BE REGULAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. 5. All DISTURBED CONDITIONS SHAll BE RESTORED TO NATURAL CONDITIONS OR BEITER. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIAlS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PLAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTHER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAl PIPELINES OR UNDERGROUND POWER CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, FENCE, HANDRAIL, VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTAllED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 & 400-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY 1. All SODDED AREAS SHAlL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHAlL THE RETENTION AREA BE FILLED WITH ANY OTHER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHAll BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHAll BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PlAN. OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICAlLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHAll BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER Will BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDERDRAIN SYSTEM SHAll BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI-ANNUAllY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN All MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT ALTER MATERIAl SHALL BE DISPOSED OF IN A PERMITTED FACILITY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, ALTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE AtN OTHER DISTURBANCE OF THE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, All STORM SEWER INLETS IN THE VICINITY 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, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFAll STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTAWNG ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTAllY CLEANED OUT AND OPERATE PROPERLY AT FINAl INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. AlL OTHER INTERIOR SWAlES, ETC., INCLUDING DETENTION AREAS Will BE SODDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY. 5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: ALL MATERIAL STOCKPILES SHAll BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH PREVENT EROSION OF THE STOCKPILED MATERIAL CONTROL OF DUST FROM SUCH STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKPILES Will BE PRESENT. IN NO CASE SHAll UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. 6. MAINTENANCE: All EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGULARLY, ESPECIALLY AFTER EACH RAINFAll AND Will BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. CLEARING AND GRUBBING NOTES 1. PRIOR TO AtN SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLANS SHAll BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PlANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHAll BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAIlABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PLANTED WITH OTHER APPROVED lANDSCAPE MATERIAl IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4- TO 6- OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR lANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. CLEARING AND GRUBBING NOTES (CON'T) 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY -GRADING BY HAND- IS PERMITTED WITHIN THE CANOPY UNE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN All NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES' IPRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND Will BE RESPONSIBLE FOR THE DEMOUTlON AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT Will NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD AtN DISCREPANCIES EXIST WITH THE PlANS. THE CONTRACTOR SHAlL BE RESPONSIBLE IFOR CALLING THE OWNER AND REQUESTING A ClARIFICATION OF THE PlANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHAll BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BAlES, SOD, STONE, ETC. WHICH SHALl BE MAlNTAlINED AND MODIAED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL MElHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPlETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS Will BE RESHAPED, CLEANED OF SILT, MUD AND DIEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PlANS. . : ..; 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETlANDS. WATER SYSTEM NOTES 1. All WATER MAINS SHAlL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHAlL CONFORM WITH LOCAL REGULATORY STANDARDS AND SPECIFICATIONS. 3. All DUCTILE IRON PIPE SHALL BE ClASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORIDANCE WITH ANSI A 21.6, 1 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AwrwA C 104-71). 4. All FITTINGS LARGER THAN 2- SHALL BE DUCTILE IRON ClASS 53 IN ACCORDANCE WITH AWWA C-ll0 WITH A PRESSURE RAlTlNG OF 350 PSI. JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITHI AWWA C-lll. FITTINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04. 5. All PVC WATER MAINS 4- THROUGH 12- SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHAll BE ClASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM D-2241. 6. WATER MAIN PIPING OF LESS THAN 4- SHALl BE PER ASTM D2241-89. 7. All FITTINGS 2- AND SMAlLER SHAlL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE lYPE JOINTS. 8. All GATE VAlVES 2- OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. All FIRE HYDRANTS SHAll MEET THE REQUIREMENTS OF AWWA C502 AND SHAlL BE APPROVED BY THE LOCAL UTILITY AND ARE MARSHALL. 10. THE CONTRACTOR IS TO INSTAll TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 11. THRUST BLOCKING SHAlL BE PROVIDED AT All ATTINGS AND HYDRANTS AS SHOWN ON DETAILS. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. 13. THE IRRIGATION SYSTEM SHAll HAVE COLOR PIPING AND LABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WATER SYSTEM TESTING AND INSPECTION REQUIREMENTS 1. ALL COMPONENTS OF THE WATER SYSTEM; INCLUDING FITTINGS, HYDRANTS, CONNECTION, AND VAlVES SHAll REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESfm AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCO"~.\NCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWN;],',; ENGINEER AND WATER' DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFuRMING TESTS. 2. NEW WAiER MAINS AFTER COMPlETION OF INSTAlLATION OF NEW WATER MAINS, PRESSURE TESTING SHAlL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEtd STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALl CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHAll A NEW WATER SYSTEM BE PLACEDI INTO SERVICE UNTIL CERTlACATlON BY THE ENGINEER HAS BEEN COMPlETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. SANITARY SEWER NOTES 1. All SANITARY SEWER MAINS & LATERALS SHAlL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE ILATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. 3. All SANITARY SEWER WORK SHAlL CONFORM WITH LOCAl REGULATORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHAll VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. 5. PVC PIPE AND ATTlNGS SHALL CONFORM TO ASTM SPECIACATlONS DESIGNATION D-3034-77C, SDR 35. INSTALlATION OF SDR 35 PIPE SHAll BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIACATlON SECTION D2321. AlL SANITARY SEWER PIPELINES SHAlL BE SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHAll BE ClASS 2000, SDR 21, COLOR GREEN, WITH A GREEN MAGNEllC TAPE A MINIMUM OF 2-WIDE, PLACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ -FORCEMAlN-. . 7. ALL DUCTILE IRON PIPE SHAll BE ClASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHAll RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. 8. All SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAlNS THAT REQUIRE D.I.P. ARE TO BE POLYLlNED OR. EPOXY LINED. 9. AlL SANITARY SEWER COVERS SHALl BE TRAFAC RATED FOR H-20 LOADING. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. All GRAVITY SEWER PIPING SHAll BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. . 2. THE CONTRACTOR SHALL PERFORM AN EXALTRATION TEST ON All GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION MAXIMUM AllOWABLE lEAKAGE RATE: 1 OOGPD PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF AlL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHAll BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL COORDINATION AND NOTIFICATION OF All PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. WATER/SEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHAll BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS Will BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF THE FOllOWING METHODS OF PROTECTION SHALl BE UTILIZED: WATER/SEWER CLEARANCE REQUIREMENfS (CON'T) A. THE SEWER SHAlL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS); B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS); C. THE SEWER SHAlL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WAfER TIGHTNESS PRIOR TO BACKFIWNG; OR D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICUlAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION. ONE OF THESE METHODS SHAlL ALSO BE UTILIZED WHEN THERE IS NO AlTERNATIVE TO SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL SUPPORT SHAlL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. HORIZONTAL SEPARATION BETWEEN PARAlLEL LINES GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTAllY FROM AtN EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHAll BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT. SEPARATION, THE WATER MAIN SHAlL BE INSTALlED IN A SEPARAIE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHAlL BE STAGGERED. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE COMPLYING WIlH PUBLIC WAfER SUPPLY DESIGN STANDARDS OF THE DEPARTMENT AND BE PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE BACKFIWNG. SANITARY SEWER/REClAIMED WATER & POlA8LE WATER/RECLAIMED WATER SEPARATIONS WHEN THE REClAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES SHAlL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHAlL BE MAINTAINED BETWEEN REClAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH VERTICAL SEPARATION SHAll BE MAlNfAINED AT CROSSINGS. WHEN REClAIMED WATER LINE IS TRANSPORTING WAfER FOR NON-PUBLIC ACCESS IRRIGATION: THE REClAIMED WATER MAIN SHALL BE lRE"ATED LIKE A SANITARY SEWER, AND A 10 FEET HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE REClAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS, NO MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAl AND VERTICAL SEPARATIONS AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAl FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. GRADING AND DRAINAGE NOTES 1. AlL DElETERIOUS SUBSTANCE MATERiAl, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PLANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PlANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COLlAPSE AND Will PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHAlL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED. DEWATERING SHAll BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHAll BE REINFORCED CONCRETE ClASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PlANS. 4. PVC STORM PIPE, 12- AND SMALLER SHALL CONFORM TO AWWA C-900, ClASS 150 STANDARDS. UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFAC AREAS SHALl BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PlANS WITHIN ONE WEEK FOllOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AIm STORM DRAINAGE CONSTRUCTION SHAlL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY. 8. ALL STORM STRUCTURES SHAll BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHAll BE SAW-CUT EVEN WITH THE STRUCTURE WALl(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHAll BE SUBJECT TO A VISUAl INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF BACK ALL 2. THE CONTRACTOR SHAlL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FiNAl ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTlACATIONS TO THE OWNER'S ENGINEER STATING THAT All REQUIREMENTS HAVE BEEN MET. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAl... . 2. THE CONTRACTOR IS TO PROVIDE A 1/2- BITUMINOUS EXPANSION JOINT MATERIAl WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE. 3. All PAVEMENT MARKINGS SHAll BE MADE WITH TRAFAC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIACATIONS 971-12. PARKING STAlL STRIPING TO BE 4- WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAl WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BEll IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT -ROADWAY AND TRAFFIC DESIGN STANDARDS.- 6. PAVEMENT IN THE PROPERTY SHAll CONSIST OF 1-1/2- ASPHALT, TYPE S-3, ON 6- L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T -180. 7. THE CONSTRUCTION OF PAVEMENT WITHIN PINELlAS COUNTY RIGHT-OF-WAY MUST MEET THE FOllOWING CRITERIA: ASPHAlTIC CONCRETf;: 3-INCH (PC-l), BASE: 10.5-INCH FOOT CERTlAED COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY MSHTO T-180. SUBBASE: 12-INCH STABILIZED TO 40 LBR AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY MSHTO T-180. PINELLAS COUNTY RIGHT OF WAY NOlES 1. All R.O.W. INSTALlATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAl 2. All DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELlAS COUNTY lAND DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS. 3. SIGNS AND BARRICADES SHAll BE IN ACCORDANCE WITH THE US DEPARTMENT OF TRANSPORTATlON'S .:MAN!JALQtLI.lliJEQBM....IC CONTROL DEVICES- AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S -DESIGN STANDARDS- INDEXES 600 THROUGH 670 (LATEST EDITIONS). 4. INSTALlATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS AlLOWED. 5. COMPACTION FOR PIPE BACKFIll SHAlL COMPLY WITH MSHTO T-99(100%). 6. DISTURBED AREA WITHIN THE R.O.W. Will BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 7. AtN PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF PINELlAS COUNTY HIGHWAY DEPARTMENT, SHAll BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELlAS COUNTY HIGHWAY DEPARTMENT. 8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT All TIMES. 9. ANY SIDEWAlK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL WHEN EXISTING SIDEWAlK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. 10. NO STOCKING OF MATERIAl IN ROADWAY OR ON SIDEWALK; AlL DIRT OR DEBRIS Will BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWAlKS ARE TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 11. SIGNS AND BARRICADES FOR MAINTENANCE OF TRAFFIC PLAN REFERENCE INDEXES 600 THRU 605 ROADWAY & TRAFFIC DESIGN STANDARDS. PINELLAS COUNTY RIGHT OF WAY NOTES (CON'T) 12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCllON. 12. DISTURBED AREA WITHIN THE RIGHT OF WAY Will BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 13. DO NOT DISTURB EXISTING UNDERDRAlN OR STORM SYSTEMS. IF ALTRATlON BED IS DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELlAS COUNTY HIGHWAY DEPARTMENT AT 464-8900 FOR ASSISTANCE. 14. PROVIDE A MINIMUM OF 3- COVER DVER UTILITIES AT All DITCH CROSSIINGS. 15. NO STREET SHALl BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELlAS COUNTY TRAFAC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED. 16. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TIRENCH SAFETY ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650, SUBPART B) WHICH SHAlL APPLY TO CONSTRUCTION, OPERATION AND MJAlNTENANCE PURSUANT TO THIS PERMIT. 17. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX 515. 18. EROSION CONTROL AND SHOULDER SODDING SHALl CONFORM TO FOOT INDEX * 1 04 & 105. 19. MAINTENANCE OF TRAFFIC TO BE IN ACCORDANCE WITH FOOT INDEX , 604 OR OTHER AS APPLICABLE. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUIUDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE DETAILING AtN AREAS THAT ARE NOT IN A IFlRST ClASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDIING, WITH NEW APPEARING ANISHES, AND OPERATING AS ORIGINAllY DESIGNED OIR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION A.T THE CONCLUSION OF THE PROJECT. THE CONTRACTOR Will BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST ClASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIACALlY IDENTlAED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICUlAR AREA HAS BEEN DESCRIBED fN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING{S) UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES A1ND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFiCALlY CALlED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAl COST TO THE OWNER. AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA. WHEN PROVIDED, AND AN'( ADDITIONAl INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAl PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPIONSIBIUTY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FUllY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOUWI USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: WATER SUPPLY STORM SEWER ELECTRiCAl POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE AlARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL AND LP GAS UNES REClAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULATION IT Will BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIAC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLIESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHAlL REPLACE OR REPAIR, PER SPECIACATlONS, AN'( AND All DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAl COST TO THE OWNER. 1. TRENCH EXCAVATION - INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHIICH IS NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96. - THE CONTRACTOR SHAlL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LAW. - A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. - A TRENCH SAFETY SYSTEM SHAlL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2. AlL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLACE AS PART OF THE ARST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITNIE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. AtN FLOODING THAT MAY OCCUR DUE TO HIS WORK Will BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3. THE USE OF ELECTRONiCALlY STORED DATA IS INTENDED FOR INFORMATIONAl PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTiOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECorW ()f~AW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOlTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. H-IE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CElnlFlED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENt ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. GENERAL CONSTRUCTION NOTES 1. All DESIGN AND CONSTRUCTION MUST CONFORM m HIE MIHIMUM STANDARDS SU DOWN IN PINELlAS COUNTY lAND DEVElOPMENT, ZONING AND / OR RELATED ORDINANCES. 2. All ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERIICAL DA'UM. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING U IIL1I1ES. STRUCTURES, AND OTH:::R FEATURES ARE SHOWN ACCORDING TO THE BESf INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSfRUCrrON. 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE- PROGRAM. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFElY. SPECiAl PRECAUTIONS MAY BE REQUIRED IN THE VICINIlY OF POWER LINES AND OTHER UTILITIES. 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND 1 ES I [I) AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WII H THE PERMII AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; Sllor DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR SHAlL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WIlH All REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE, PROJECTED SCHEDULE, AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING THE ENGINEER. OR WITHOUT AGENCY INSPECTOR PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. 11. 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 COMPACTED TO 1 oo~ MAXIMUM DENSIIY AS DETERMINED BY MSHTO T -99 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENG" I Of AT lEAS I -1,000 P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY HIE WORl< SHALL BE RESIORED TO A CONDITION EQUAL TO OR BEITER THAN EXISTING CONDIIIONS UNLESS SPECIACA\.l.Y EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL 10 OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. ALL DISnJRSED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD. HAVE BEEN 08 !,'\INED. AtN WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, Will BE PERFORMED BY THE CONTRACTOR, AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGULATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOIL<:: ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMpJ\.Gl'C'N TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER OF RECORD. IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENf OF TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHAlL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMIIS AT THE CONSTRUCTION SITE. 17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENfS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR CONSTRUCTION SITE SAFETY. 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WAfERING AND FERTILIZATION. THE CONTRACTOR SHAll BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPlETED AND ACCEPTED BY THE OWNER. 19. All PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER W CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER METERS, ac., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AND NO CLAIM SHAlL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS, IF REQUIRED. 22. ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES) THAT IS INSTAlLED UNDER ROADWAYS OR WITHIN THE EMBANI<MENT OF THE ROADWAY, SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS, SECTION 125-8.3, LATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P. INCLUDING All SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WIlH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK SHAlL COMPLY WITH All APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 25. All WORK SHAll BE PERFORMED AND FINISHED IN A WORI<MANLlKE MANNER lO COMPlETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH THE BEST RECOGNIZED TRADE PRACTICES. 26. DEVIATIONS TO THESE PlANS AND SPECIFICATIONS WITHOUT CONSENf OF TilE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAl FROM THE ENGINEER. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARA1E SU8MIHAL(S) AND PERMITTING. DEVIATIONS SHAlL RECEIVE WRITIEN APPROVAL FROM THE ENGINEER. a~ o r-CJi-..:::::::.q :.:--1 ~ m t:::.... .."". Q l- e .....:.~ ~ .~ (j) ~ :::::J '1) IX J!} ~ J;l~ <::) :.:: 0 r ~ ~ ... j U .:=::J 0.. OR!G!~\'/\L .. J I_tii ". .\t\l III EB #5936 ".,,\. , z =~. o 00: - CDU', ..... 0, ..~~;.' I- 'lIlt-~.. r- .,.,.. ,J~t'- ~ -A.;: o'~"'} ~C\.~. ...A. _~.. Z x~f' . ~ :1:" ~ u.U~.' ... ~;:< ~.,. , CD III~' · ~Z:t .. ~ .0'" . ~=I: ~~~ ... t:~~ Z ,... '. III ~ III ; ~ - .,' Z O' S; > Z III . 0 ~ ,,~ Z III... '~.' _ I: ii\ ;' Z a~, 3 ..: :,: ~ III ~:I! .. III Q~' A. ~ < ... ~. A "'9 Z ~u. ~ Z ~. ~ ~~..:: .. ~III, ... ...' III~~ . ~~..:'; ... ~~, .. U ~~ - .' > ~~, .. III; -'O-'<r' U ~Ut,\l 'j_~r<~.. :.);'~;';Ii;~~' t, I NES Comm.: 0441>' ,,:;'\ I Drawn By: B.J.V. . , I I Checked By: H.G. . , I .'.' Issue Date: Revisions: No. Date Descri / / U) C U) Z . <C I- Z (I) .... U) ..J . 0 ..J - W <1:' ~ I- '0 z - LLI (.) :r: ~ - ~ CD La.. ~;,. - '"CS (.) C Z CO LLI 0 . A- I- (I) (I) W z....i LLI (.) OLl.. ..J .. I- Z <I:~ - ~LLI (I) <C 1-' ~~ - ....I a:3 - '"CS 0::, > :e ;~ - <C 1n..J (.) 't-U . nns DRAWING IS AN INSTRUMENT OF SERVICE AND SHALL REMAIN THE PROPERlY OF THE ENGINEER, HID S~LL NOT BE REPRODUCED, PUBUSHED OR USED IN AKY WAY WITHOUT mE CONSENT OF mE 'NEER. <t> OO~ NOT PUBlISHED L. :::J . ItENNETH H. ROUSH, P.E. #33366 COPIES OF THESE PLANS ARE NOT VAUD UNlESS EMBOSSED WITH THE SIGNING ENGlNEER'S SEAl 'i:' C1.2 DEMOLITION NOTES LEGEND DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILllY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. REMOVE: r.'. -:":. ':" :~'., . , :~ ~ . ., ..... ~ "." . ,~ .. ... :: .'~ .~ .~ ':.! .; :-.... :~.' : CONCRETE I________J ASPH. & BASE LLLLl. LLLLLLLLLLI LLLLLL.LLLLLl.LLl..L I.LLI.LLI.LLLLLLLU I BUILDING [i] [I] [}] 8J 1Il ~ o ~ ~ REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. REMOVE ASPHALT AND BASE, WHICH MAY INCLUDE CONCRETE. REMOVE EXISTING STRUCTURE AND FOOTING. REMOVE EXISTING WALL. REMOVE TREE. REMOVE CURBING TO THE NEAREST EXPANSION JOINT. REMOVE FENCE AND GATE AND ASSOCIATED POSTS. REMOVE STAIRS, WALKWAY, AND WOOD DECK. PORCH , WOOD STEPS REMOVE LIGHT POLES, POWER POLES AND ASSOCIATED O.H.W. COORDINATE WITH PROGRESS ENERGY, VERIZON AND CABLE. 10 ALL CAVllY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSllY. 11 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNlY. "C) ... .- '" ... ..1' .,'\- ... ~ ~~c, ~4,~~ ..~ <v+'q,~ " .,. ..... .,. .,1' 'bOJ ... ~ ~~c, ~4,~~ ~ <v+'q,~ ..1' 'bq "'J' .- RIM 4.88 INII. 1.68(E} INV. 2.28(5W&NW) "" ... ~ ... ~ .'1. 0/ .,. ,," ... ?... .,'f .,'\- .,. .,. "C) ... .p> ... I I I I I I I I I I I I I I I I RIM 5.22 I INV. (-)0.5J(5) INV. C -J.O.JJ~~ INV. - O.lJ -' - '. INl d.42(~ J ~ I I I RIM 5.29 I INV. (- }O. 11 (r~ INV. 0.9(E&N I - . .::~ ~.~;!.~ .. I I I I I I I I I I I I I I ~ ~ ~ 3:: J: o 10 - - -'- - - - - _!- - - - - - q"'J .,. ..... lb' '\-'\- Ib'~ Ib~ ~ lb' Ib~ o RIGHT-Of-WAY q"'J lb' .,. 'b"'J lb' ->'\- ,Ib 'b' ,"'J ". >- ~ I I~ .!- I~ 0:: -1 .,'b .,. o \ L4'QF ;> .,. _5'QF ,,'\- ". ,'\- .,":- ,,~ ~ "'!\ ..~ AGATE ~=--- X-- ,"'J .,. q"'J .,. .."f tJ' ... - - .. - - - ~- - - - - - - - ~- ~ - - - - - ~ . - - - .,," . . -" - - - - - - - . RROCATE "'il j"'''' ~ ..?J EX. 6 W. .,.!!) EX. FHA ..' ~ ... "" .."}.'b ..~ i .,?'\- _ _ ~., .,rt -, - ..~ ..<f _:_~~--- -- ;.~~ - EX. 8" SAN. KENDALL STREET ..'b ---~--------------------- _._ _,_ _ _ _ _ _1_ _ _ _:_._._ _ _._ _._ _,_ _1_ - - _1_'- _ _1_'_:_ _1_ _,_,_ ASPHALT EX. 4" REG. W. -.---.---------------------.--------.-----.-------.-~T~~---------------..-------.-------------------------.--- _. ---.-. -- ((3) ,--- f1D::O I oq t:::::::..-:::- 1.1 8 c:::-; "-' c:, "'=:t [1' ): (< i t; o [! / i I ' L~t~~:-=:- I' \? () f)" /\ \ I l_':\ , , ,) ;~-2: '\ t (1\.... " []'\'l CO) ~ Z UJ cr ~ UJ Q. t- O < ujU):5: >UJcr (,1 ~ ~ O>-J "'8](,) (.')U)LJ. Z 0 Z > Z" I- - (j '3 ,1- (l/\I', 11,' I I I 'If'll 11'1 I 1)/\11"; I!'II ( ) III [1-: i I: I i IHI')! 1 \ 1:1 I i I! ) OR\G\~jAL SCALE: 1"=20' 40 o 10 20 ' 40 '. .. z J ~t 0 00:, - COV' l- I . ..~~ . ~"~:' " ~Xt I- ~_i; &:r=< ft -A.~'. 0 ..... \I\~: ~A; A. ex> '^ "il; Z )( V: ~ ~', :l:t U. ;' l_tIl ft Vd I- ~III;I ~..). co \1\ Yf . ~ III:. III .X .. M.. ~ ~=' . ~~, I- -t Z ..... ' ~. UI .....11I t - z 0 " ..,w > z UI 0 .. . M " ~ , z E~" - z :;)..... \l\M Z M .. . ..~ .. 1:1 A A. &:r=- ..&:r= t\ \1\0 ... Z AU. . X .. ~m .. ..... III~ . ~~ .. "'&:r= - V~ EB #5936 ~ "'11I 0... . \I ~V;{ I NES Comm.: 0441"Yf I Drawn By: B.J.V. Checked By: \.. H.G. ~'" .,w~::; Issue Date: 07/19/04: Revisions: No. Date '". / / z <C ..... A.. LLI I- - (I) Z o - I- - ..... o :e LLI C CI) C z <C CI) w I- - :c ~ z o w (.) z <C - a::a :E <C . t- (/) -I -I <C c Z w ~ CO ~ "CJ C CO . t- (/) g~~,t <C> ~:.,".\.~. w,.," <C t- . ,;,:; ...... ;$ '.,f. 'i~ ,. ~ ;> ;;:~!~~ "CJ a: /~t.'~ C <('>'Il - '11';.\ .." W \'J{,,; lot) -I \~::?~ ... (.), ";';:{fJr' ,;/gt~ Q~~ C2.1 11 A V ALO^NHASTlUffT ----H---- ~ : \ (TYP.) ~ ILl ~ ~ :r. o U) 100.00' S 90'00'00. E EDGE OF PAVEMENT ----r--- 20'x20' : VISIBILITY " NEW 4' TRIANGLE SIDEWALK ~ ~ fl ~O ~ ~..- .~_.~- NEW RETENTION POND TOP EL. 7.0 BOT. EL. 5.0 ADJACENT arr PARKING LOT ~ :<-~c, 4~, '?-~~ q'q~ ~ Q. ~ u') N N n .<:t- o o N '-.." N ~ '-.." o ~ - 0' 3= "0 ~ o I co o I o ~ Q) -+-' Vi ,./ "...... Q) U c .2 .D E <( '--' ~ ~ -:t o ,./ UJ -+-' U Q) '0 ... Q. o <( () o -+-' :J <( "1- o - ._---"-._--~ . . :5 <( 3: u z o u ~ ..J ~ () z o u 1-t \, S I ~ ~ :E I 6'~ ~ '" ''''.. ---', ------------- KENDALL ASPHAL T STREET RIGHT-OF-WAY - - -9-- RIGHT-OF-WAY o >- ; I I~ ..r. I~ 0:: -1 ------------ NOTE: 1. TRASH CONTAINERS WILL BE ROLLED OUT TO STAGING AREA BY 7:00 A.M. AND ROLLED BACK INTO TRASH ROOMS BY 7:00 P.M. ON GARBAGE PICKUP DAYS. 2. EXTERIOR LIGHTING WILL CONSIST OF "COACH- TYPE" FIXTURES ATTACHED TO THE BUILDING AND LIGHT WILL NOT INTRUDE ONTO ADJACENT SITE. 3. ALL MECHANICAL EQUIPMENT WILL BE LOCATED ON THE ROOF. 4. ALL WORK MUST BE DONE IN ACCORDANCE WITH CITY STANDARDS. ,\'7. C) n" 6 ,\/~ ,J .~b 'Ifl 1(~~ " CJ'I7- o .. J _\Ii ... f ,... .'''' . . ~ ., 11II NES Comm.: Drawn By: Checked By: " z ~t o 00 - CO" ... . . .A ~~ ~ ~z ... ~2 ~ -A. o ~Q A. t:~ Z xt . .:c ~ ..." ... ~ ... ~... co= · ~z ... 1'1\.. .A ~... ~ ~:( ... ~t z 1'4. III 1'-'" t- z o " > z ... Issue Date: 07/19/04 Revisions: ! UU I O~T I 4 2004 !. L J '---" I PLANNING & DEVELOPMENT / SERVICES CITY OF ClEARWATER No. Date .D' /.L ~. /..L /.....1.. l..L /...L / j L ..i ! L L i ni / / escriD110n ... -~ I 'O. I .. I ,I () 1\ I" Ill! 1)If'H: "II <LJ fl /\ Llvl II ~ 1.:1 U 11.1 []), r < LI (, ,,' , " : ' i ii' i UlI t~;' I U) C z <C en w I- - :t: ~ Z o w (..) z <C - a:a :E <C ORIGINAL z <C ....I a.. LLI I- - eI) " Z - ~ <C I- eI) SCALE: 1"=20' 20 o 10 20 40 . 0 1'1\ " ~ Z ... 1ft - t: 1ft Z :;:) I'- Z ~~ . .... .. I:: a A. c= c= " to ... ... Z Q'" .A Z . ~ .m .. ... a- .... . ~~ "'c= ". ,..... 0... ~" 0441 B.J.V. H.G. D . t' . l- f/) .... .... <t C Z w :=.:: CD ~ "CI C C'CS . l- f/) z. o~ .... .. :;~ <c~ ~~ "CI~ C<C C'CSw an.... ~(.) C3.1 ~ I I I RIM 5.29 I INV. (-)0. 11 (o/~ INV. 0.9(E&N I INV. O.J9(W _ _ _1_ _ _:_,_,_'_ _1_ _~_'_'_ -'- ~ rO ~. ..,ft) ~. EXIST. GROUND ;r; :t: o l/) "\~ ~. -..1,- _._,_.~,- -:- 0,'" ~. .... '0' {I- Ob' .,. '0' ~ lb' lb~ RIGHT-OF-WAY o ~ ~ ~~'" ~.~: ~,? NEW RETENTI~ PON.' ~ TOP EL. 7.0 ~"\" .,.9' BOT. Ef... 5.0 . '\ r\ YARD DRAIN Ob~~ 0> TOP EL. 5.0 o+' "\. INY. EL. J.O \. ,,"\ ft). 0.,'" '0' NOTE: ,. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241. 2. PROPOSED DOMESTIC WATER METER TO BE FIELD LOCATED BY CITY. .;. ~. <:>" ~. ,,~ "\" ft). 'Or ," ". "f ,,<0 ft). ..,'" ". A ~ ,,"> "\. )- ~ I I~ .! I~ 0:: -1 .,." ". ~I- ". ",", r-TEMPORARY / ft).... SILT SG{?EEN '\. (TYP.) ----9--- . 1 7.0 .,1- *' ~ ". ". .,~ of 12.1 .,"f> ~1' q,o, ~ ,,"- .,."> ~. :<-\, .,. " )' ~Ci,~~ ". ..,~ ,,~ .,. ~ ~h~~ " . . a' P/L I I , I 1 . . I STEM WALL .(, '\. ~~. . ,.' '. . .t' . ! rO ". ~) '\. .,.1' "\<:> .,.. NEW 2" PVC DOM. W. J6" MIN. GOVER ,,'f .' , I 0.,"> .,. SECTION A-A N.T.S. q,o., ..,. ~ .,.. .'-'- RIM 4.188 INV. 1.61B(E) INV. 2.28(SW&NW} _1_,- _. ASPH AL T EX. 4" REG. W. ________.__.______._________________________________~.r~.~-----------------.----.-.-.-.----.-------------------- x ~t 0 00 - CO" l- . . .c ~'" ~X I- ~2 ~ -D- O ....V\ ,.." A. eX V\ - X xt, .c .:1: '\t) ~ ..." I- ~III ~... V\ ~' CO III: . ~x . ... 1ft ..... r. ~='. .t · ~ ~.. l- X ~t ,... 1M ....11I t - x 0 ~ - *,,\fj > X 1M 0 .. . 1ft \7 ~ X III 1ft - CIft X ::).... V\1ft Z 1ft .. .c .... ... t:la A. ~~ Q "'0 v\... X ,,'" .c x .. ~m ... ...... III~ . ~~ ... ...~ - "~ EB #5936 ~ ~III 0... \J ~ ". I NES Comm.: 0441 I I Drawn By: B.J.V. I I Checked By: H.G. I NOTE: ALL ROOF DRAIN TO BE DIRECTED TOWARDS POND ., _. ^, i. () ,," /\ '\ / L._'::. " (I ,)))/ '\ j. 1i\:::- , " [-] ,7 (;") \.....,j I I I I I I I I I I I I I I I I .. .. .. .. .. .. .. .. ~ .. .. .. ..: .. ~ .. .. .. .. .. ~ .. .. E.X. 6-"-W.- · ..~ .. · · · · · .. · I 6"x6" TEE ". ~,"fSo4-""" "'/0 .,.1' 6" TAP ." ..~q, .,.~ RIM 5.22 ct VALVE N€"i 6~DWC' '''''' ~ ~ I ~~ f.=lg33[~ .,.~ ~'f J6 M/~.C:) ~R__., ". ___~_____________________ alNV. 1-')o.IJr~ _,_~~_:-_ _ ;;.--;;;:-..;;;; _._,_._,_._._ _ _,_ _._ _,_,_ _,_ _ _'_,_ _,_ _,_ _ _,_._ _._,_:_._'_'_'_'_'_'_'. INV. a.42(W} , .r EX. 8" SAN. KENDALL STREET ~.I nl,~(C~~~J~~ I..n ,,,l.., !! Ie_ ~-_._,-- I . ,~"; ---------l' . i IU U OCT I 4 2004 IlU) PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER / " z cd: ...I D.. w I- - CI) en w - I- - ...J - I- :::::>> ~ w c:>> cd: Z - ~ C "" (!) Z - C ~ C) () /..1 II:' I I ) II If II,; I I P /\ I Iii II.:: I i (! [liLt'-' 11..'[ I ,'.! )1' I : 1'1 I "I I I ; i i lJl.J',!! ORIGINAL SCALE: 1"=20' 20 1020 40 o / en c z <C en w I- - ::J: 3: z o w (.) z <C - CO ::E <C 07/19/04 . I- en -I -I <C C Z LU ~ CD ~ -a c cu . I- en z. o~ -I .. <CO::: > LU. .:,., ct I- 'r' """-- <C",..,'.'J", ........ " '~"l' ~>>':"'#' >~,:<:i;f~ -a 0::: ,:"!J~: C <C >t'l;: :". :;1 ~t" . CU LU ;'i,'f · - -I~vt; ..., (.) 'i."J:~' ~ .,'~;;;(~. ..' :Jj:' ~'i':;:ft~ .,.' . ~.l', 1r..J;'lff ~"'~ ,~'..~' "'. ~2~~ ,.' ~;~:' J;'~; C4. "' .. J z ~~ o 00 - co '" .. . . .A ~" ~.~z .. ~ 2'1' a= - A. '.~ o ~Q~ A. !:: Z ~.1 '^,\ -,~ Z'. X ~i~, .( -( :c ::1 a= 110 "'~: L- ~ 11I,11; .-- ..... t-,l -'^~ !III'J: · . -."' Z:~', ... "'. .~~i .A ~ =I:~ ~ ~ -(If .. _~.k Z'.~~~; UI ,... III ,;" ~'~):~i Z '::(1 o .". a= - > Z UI 2-1/2'x2-1/2'xl/2' mGlE , .~ r~X3/8'- ~ NOrM sn1J GRATE FRAME W/STUO. SlID. FRAME W/2 ANCHOR STUDS PER sloE - EQUAL CENTERS. G,&,LVANIZE AFTER fABRICATION ... ANCHOR 8TAtI>ARI) DETAL I_\/l CII. CAST IRON REnCUUNE GRATE, TRAFFIC TYPE (H-20 LOADING) W/2 SIDED GRATE SEAT _ 8" CONC. WAll. 4000 PSI 0 28 DAYS 14 ; 012" O.C.E.W. . ... ... 1/4" THICK ALUM. GREASE SKIMMER III W ~ TOP OF SKIMMER 7.0 NOTE: 1. CUT PIPE FLUSH w/INSDE fACE OF WAlL 2. MORTAR BonOM 10 MATCH INVERT OF OUTFALL PIPE. . to INLET DET AL N.T.S. "",bJ .. EXIST. SURFACE ~,~% . 0"..".,. 1ft ,;;j:t.~~_ " ~ :',,!i,~ ., , Z '. lilt: ~.;,;:li :1 Z-:. - ~l ~~:i\; '.."" "" 'f' 1"' Z :;'^ ""t .c.,.~.,..,:...i.:,',':':..:' ;':\' ...'i' '1, ~.-', .( : t- -( .'ii.;~ii .. t:I O'l1. '1:(' A. c=:: '}. .... t- WI :' " '^ 0..'. .. ... ... ;:, , Z 0 IIoj .A Z ,,:,..:.,'i.. ~ ... _ ';x:~ .. -(.11I i,' 'i , ... I-N III ~'t ;>~,:~ "," ., III ~'~:') ..'dc=,', -(I' ~ ""0 III { ,.' ... J \I ;,~.~Ai SAW-CUT EXIST. EDGE OF PAVEMENT & BASE P/l SEE PlAN PlACE SOD 1/2- Baow PAVEMENT FIN. GRADE PRIOR 10 SODDING POSITIVE DlWNAGE (4:1 MAX) MEET EX. POST OPTIONS: 2"x4" OR 2.5"DIAM. WOOD; 1.33LBS./FT. MIN. STEEL FILTER FABRIC IN CONFORMANCE WITH SEC. 985 F.D.O.T. SPECS. OR EQUAL EXIST. GROUND NEW SURFACE 6' MAX. EXIST. BASE NEW BASE NEW SUBBASE - ',;', ; '" r 15" to 18" , . < , .~ . <) ( TOP ELEV. 7.0 """"~""""'L"" flO"" <. COMPACTED GROUND ,. )< 'I~ 4: 1 SIDE SLOPE BOTIOM ELEV. 6.0 NOTE: SAND BASED SOD SIDES & BOTIOM PAVEMENT TRANSITION DETAIL N.T.S. SEE PlAN P /L PlACE SOD 1/2- Baow PAVEMENT AN. GRADE PRIOR 10 SOODING POSITlVE DRAINAGE (4:1 MAX) MEET EX. PRINCIPAL POST POSITION1_ CANTED 20" TOWM:D FLOW FILTER FABRIC EXIST. GROUND PLACE SOD 1/2" BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING ,.-- POSITIVE DRAINAGE 'I/^\\W/^\\VII^\\\ w^'~ COMPACTED GROUND OPTIONAL POST PosmON NOTE: SILT FENCE SHAlL NOT BE TRENCHED IN WHERE ADJACENT TO TREES DESINGED TO REMAIN. THE SILT FENCE MUST BE SECURED THROUGH THE PLACEMENT OF FilL OVER THE LOWER LIP OF THE BARRICADE. ,';', ~,;-. tI'.~ . if "A ~.;(. ~/i Rt.. :.,t~ ~~.l,. ~':" ,...... ""hM"''''''>l\~''''/I.'' I,:. ' 1-"~'i""P:""".!~'-~' "'," '~1,.{~ I.': CONTROL STRUCTURE DETAIL N.T.S. EB #5936 COMPACTED GROUND GROUND TRANSITION AT THE PROPERTY LINE RETENTION BASIN DETAIL N.T.S. SILT BARRER DEI AL N.T.S. N.TS. PLACEMENT OF SOD AT PAVEMENT N.T.S. I NES Comm. : 2004:pJi~ I I Drawn By: B.J. V .'&'~;f~: I I Checked By: HI'Hi' I .G. ,~l{!~(.~ ,','~~: PLACE CONC. SLAB/WALK 4" BELOW FLOOR ELEV. EXCEPT AT DOORS REMAIN FLUSH. EXPANSION JOINT SLOPE AT 1/4- PER FOOT 10: 1 MAX. SLOPE SOD ROOF DRAIN NEW BLDG. ASPHALT 0 1/4- PER FT. MIN. EXCEPT AS NOTED 1-1/2" TYPE S-3 ASPHALT 0 1/4" PER FT. MIN. EXCEPT AS NOTED NEW BLDG. FIN. GROUND FlU. GROUND AROUND BLDG. TO 3" BELOW FIN. FlOOR ELEVATION & SOD MAX. SLOPE 4:1 MIN. SLOPE 2" Issue Date: Revisions: No. Date Descri ~ h. b UMEROCK BASE F.D.O.T. CERTIFIED COMPACTED TO 98" MAX. DENSllY \\\\:::::\lW'-\lI\:':':\ \\~\\I\--\IIL..J\\ '.'-- 6" UMEROCK BASE == _ - ~ F.D.O.T. CERTIFIED COMPACTED TO 98" MAX. DENSllY SUBBASE STABIUZED 40 LB.R. COMPACTED TO 98" MAX. DENSllY NOTES: 1. PROVIDE 5'x5'x4- THICK CONe. SlAB o ALL EMERGENCY EXRS. 2. CONFORM 10 NJfNE DETAIL FOR PlACING WAU<S AT THE BLDGS. ;,'/' SUBBASE COMPACTED TO 98" MAX. DENSllY UT1U1Y wmIlN 5' OF BlDG. BY PLUMBING CONlRACTOR. FINAL CONNECTION BY PWMBlNG CONTRACTOR UNLESS 01HERWISE COORDINATED BY mE C.c. PLACEMENT OF CONCRETE SLAB A.T ALL BUILDINGS N.T.S. .'--..,l ",'i. ! '. . 'I' ;.. I' I' '.. 'Jil bl GROUND PREPARATION AT ALL BULDINGS N.T.S. ON SITE PARKING & DRIVEWAY SECTION N.T.S. UTLITY CONNECTION AT ALL BULDINGS N.T.S. , [fu- OCT I 4 2004 IN R.O.W. & DRIVEWAY SECTION N.T.S. RADE WATER MAIN 0 STORM DRAIN 3/4- SAMPUNG COCK ~ MEDIUM BROOM FINISH CONC. WALK r FINISH GRADE TO 1" BELOW EDGE OF WALK 2' lEVEL I SHOUlDER I VARIES (SEE PLAN) I ~ I SOD SLOPE 1/4- PER FOOT T SOD T 1II1~lIIr ;:.,',' ;~,,::"'.,- ... '-. "..., .,:'.f -11I=11I - 1I11~1lI= ~I - "-- COMPACTED FlU. OR UNDISTURBED SOIL 18" MIN. VERTlCAl. CLEAIWlCE I FINISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOINT 1-1/2" RADIUS VERTICAL CURB PAVING U.S FOUNDRY 7623 COVER TO BE MARKED "SEWER CLEANOuT" CD PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER / / t\.t 10 ~ .. -.. ..=~: "'~A-"~W\o,~""""~~-',"? I I') ~ WATER "'^'" OR STORM DRAIN DJ.P. IS USED IN PLACE OF r.v.':. FOR A MIN. OF 10' ElICH WAY + FROM Cl OF WATER MAIN WHEN THE VERTICAL CLEAIWlCE BETWEEtl I WATER I: SEWER WIINS IS 18" OR LISS. 18" OR MORE VERTICAl. CL I ~.1W'k500"h59'/~ P.V.C. OR V.C.P. SAN. SEWER GRAVITY MAIN HQIE; CONCRETE ENCASEMENT OF SANITARY SEWER GRAVITY MAIN IS NOT PERMITIED. SAMPUNG ARRANGEMENT INSTAU. 2" PLUG (AFfER REMOVAL OF SAMPLING ARRANGEMENT THRUST BLOCK Note: LOCATIONS OF BLOW-OFFS FOR WATER SAMPUNG TO BE PER PINIELlAS COUNlY HEA\LTH DEPT. ENGINEERING DIY. CLWTR. OFFICE 538-7277 IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PLUMB. CO. T466CSK OR EQUAL 6" PVC l' . fR'tNbtl': :.: , ,: 'BACKFlU." .).:. :\SEE NOTE 4 : /;~o...."...::~ " ",,":- :..a.::. ~. ..-. U';.:.. .'..:.... I VARIES I GRADE """"~,~,,-- Plflllll.J'-" .'.'1' 10% ~ W^lER MAIN I') ~ -'+1=-~~$" STORM SEWER - - ,,-- OR SAN. SEWER '-" . GRAVI1Y MAIN -.' HORIZONTAL CLEARANCE EXIST. SURFACE 8" MIN. CONC. ENCASEMENT 6- PVC 1/12 BEND " BASE COMPACTED SUBBASE NOTE: PROVIDE 1/4- CONTROL JOINTS o 4'O.C., 5' O.C., 8' O.C., OR 12' O.C. & 1/2" BITUMINOUS EXPANSION JOINTS o 40' O.C. FO~ 4' SIDEWALKS, 50 O.C. FOR 5' OR GREATER. CURB/W ALK DET AL N.T.S. REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHAU. BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. lYPE S-3. 3. BASE MATERIAL SHAU. BE PLACED IN 6" COMPACTED LAYERS TO 98" OF MAXIMUM DENSllY AS DETERMINED BY MSHTO T -180 LAB REPORTS ARE REQUIRED. 4. BACKFilL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED LAYERS TO 100" OF MAXIMUM DENSllY AS DETERMINED BY MSHTO 1-99, LAB REPORTS ARE REQUIRED. NOTE: PROVIDE 1/4- CONTROL JOINTS o 4'O.C., 5' O.C., 8' O.C., OR 12' O.C. & 1/2" BITUMINOUS EXPANSION JOINTS o 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. WHEN SIDEWAlK IS TO BE REMOVED &Ie/OR NEW SIDEWAlK IS to BE ADDED, IT IS YO BE REMOVED TO THE NEAREST EXPANSI(J)N JOINT. 6- WYE PLUG VERTICAL CLEARANCE (/) C Z c( (/) w I- - :c ~ z o w (.) Z c( - '" :E c( BLOW-OFF & SAMPLING POINT N.T.S. WATER MAIN & SANITARY SEWER CLEARANCES N.T.S. ':';,; ....: .: (I) ."1.... .,./ ,..... ;:; <I: :;(0 :;'~'fZ ".""W ':"~;;i ~ ::.:,:;~ ..",,\.- '....it.. ..."- ;..~" c ""'" CU i."l"'~...., . ~,,0!1/ '. H), 1-,.:.., ',;::: (l)l..:J7"t,~fJ,- ~~"t,/I;!~~Y.t . .! 1'~:~ Z;'.... 'JO:.LI. .. 1,_( .... Vie."'''' ~ ',,~: <1:> 0:: .',iC. U.I ~',! '~. <!;;c. '.,,-''''.... ....... => ,.,...,~..> ,~,. ,." .",'~ Woo '..",.,...f.C <( t,~', "'; ,.' .'. cu. W h ,~ .... ',.... Lt') " ~.:,~ SANITARY SEWER CLEAN-OUT DET AL N.T.S. 6"x4" REDUCER (IF REQUIRED) CONCIRETE WALK DET AL N.T.S. REPAIR OF PAVEMENT CUTS N.T.S. TOOLED GROOVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING P~~~i- r)'\ \ ". CI) ..J - c:c I- w C w I- - CI) ..J - > - U CURB '- cur~B ::E <( ('II ('I) N "<t CD ~ o ('II - <0 ('II - co c') == -q en ...J ~ W o :::=:. Q) o c: tll :0 E ~ , ~ ~ o - '/) 13 Q) -[ ll. o <( u .9 :J <( "<t o o ~ X '. CURB 1-1/2"R EACH PARKING SPACE SHALL BE CONSPICUOUSLY STRIPED IN BLUE AND WHITE PAINT, AND SHALL BE POSTED AND MAINTAINED WITH A PERMANENT, ABOVE- GRADE SIGN BEARING THE INTERNATIONAL SYMBOL OF ACCESSIBIWlY AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY-. SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED & MARKED IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.D.A. FLUSH CURB RAMP DETAIL N.T.S. BLUE BACKGROUND GALVANIZED METAl SIGN POST WITH 3/8" HOLES DRILLED ON 1- CENTERS SION RPECFlCAT1ON8 1. 18"x12" LOGO SIGN 2. 2 SIGN COMBINATION REFLECTIVE SHEETING 3. LETTERS TO BE 1- HIGH SERIES -C- 4. SIGN TO BE MADE OF ALUMINUM 5. POST TO BE MADE OF GALVANIZED STEEL (SEE DETAIL) 6. SIGNAGE PER A.DA REQUIREMENTS PARKtG BY DISABLED PBMT ON.. Y 0QIGJ<NAL FINISHED GROUND 1- SERIES "C- lETTERS 1/2- BLACK BORDER 1.5- 1" 1" 1- 1.5- WHITE BACKGROUND HANDICAP RAMP DET AL N.T.S. ~.~.~'.' .- ;1' :3000 PSI CONC. ,'. :.:;;li."~r~ C6~.~;~i, ';~; . .;~~. ~ ';' $255 FIE F.S. 318.14 - WHITE a BACKGROUND CO ::.~ ~-~"~..;~(!.~:'..- ~ . zoo; 6" FTP - 66 3" 3 SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR 12- HANDICAP PARKING SIGN DETAIL N.T.S. SIGN POST DETAIL N.T.S. HANDICAPPED PAVEMENT SYMBOL N.T.S. ~!, ;: 1. ';, t. .. .'~' :'t" .,:;; '\'_;'.-~': 'k. ..~., HANDICAP PARKING STRIPING DETAIL NT!" '"", ~ c( ?"- M ~ lO a; '<:t o o ~ <D ~ CO ~ "'C! en ...J ~ Q ::=:;. CD () c: ca :0 E :S. I ,.... ~ o Ui '0 CD -[ n. Q c( U o - ::l c( '<:t o o ~ X \to. ter Mo.ln BLOWOFF DETAIL N.T.S. Eclipse No, 85-B~ Blow-Off' Assy. Including Locko.ble Co.st Iron Box ~2' Bro.ss 2' Bro.ss "-90. Bend Resto.lner Pl/ Per Deto.ll No. 403 CITY [If" CLEARVATER, rLDRIDA ENGINEERING DEPARTMENT !.v 1lEV. M~ BLDVDrr DETAIL IatIlPlIIII ".,.. RemoYll Curb If ExlsUn Exist Cone DrIYl1 TYPICAL DRIVEWAY CROSS SECTION PLAN VIEW It 4' MIn Residential Street l' CIt R W 5' MIn Arterial Street 2' County R 1/4. per Foot -~.....: ....~ :..,,-. ... Back of CUrb 3000 psi Cone 4. Thick. Constr. 6. Thick at DrlYllwoya with 6x6 110 Welded WIre MelIh. See Note 7. SECTION A-A SECTION B-B e. R_ ShaW H_ a Tacll. !bfaee. Textuted to a Ooplll Hot ExeednO 1/8. b, u.. of Tamp or rail.. In Confonnance """ -"equrr.n..t. of FOOT RoacIwcIJ md li'afftc Dee!lIn Stmdanle, DetaI 304 Dr Moet R-.t ModIllcallDn8. I! IllS CITY or CLEARVA TER, rLORIDA ENGINEERING DEPARTMENT :r TYPICAl S1DEWAU< CONSTRUCllON AND ill RAMP DETAIL -- 111'3 111ft -.. arlt .... .MI 1lEY. MlE IEIClII'TIIIl ".,.. APPROVED BARREL JOINT SEALS ARE 'O'-RINGS AND 'RAM-NECKS' T'WO CONTINUOUS RINGS AT ALL JOIN ALL JOINTS SHALL BE SEALER TYPICAL FIRE HYDRANT SElTlNG N.T.S. z Box - Fire Hydro.nt AsseMbly (Typ.) ONL Y APPROVED Kennedy Guo.rdlo.n No. K -81A Muller Centurlo.n No. A-423 U.S. Pipe Metropolltnn Dlsto.nce Vo.rles 18' Min. 24' Mo.x, C i: - \0 I N rMech. Joint Vo.lve I CONTROL 81 r.5. Connecting Piece W/lntegro.il Co.st Mech. Joint Glo.nd on one End-D.I. Roto.to.ble Mec . Joint Glo.nd on Other End. '-Restro.lnlng Joint (Typ.) NOTES. 1, All Fire Hydro.nts to ho.ve 5 114' Vo.lve Seo.t. 2. See Index It 407 for Jo.ck .. Bore Details. 1lEY. M~ IatIlPlIIII ".,.. --beonout Plug -- /IT -- Concrete Pod 4' Thick x 1'-6' Sq. - N "- ~I' 9 5/8' . I ~/////@ ,- 6' or 8'- 1/8 Bend Plug (See Note) Sewer Mo.ln CLEANDUT DET AIL CLEANDUT PLUG DETAIL N.T.S. N.T.S. NOTE. Cleanout plug to be U.S. Foundry 7621 or equal, CITY or CLEARVATER, rLDRIDA ENGINEERING DEPARTMENT STANDARD CLEAN OUT or 1lEY. MlE IDaII'IIIIl ".,.. 111' 1 CONCENTRIC CONE (FLAT COVER ON SHALLO'W MANHOLES 0' TOI 4' DEPTH) STEEL REINFORCEMENT 5' MIN. 'WALL THICKNESS TYPE II ACID RESISTENT CEMENT 4000 PSI GROUT FILL OPENING 'WITH NON-SHRINK MORTAR 2' 1FT. MIN. GROUT FLO'W CHANNEL NOTES 1. MINIMUM CONCRETE COMPRHENSIVE STRENGTH. 4000 PSI@28 DAYS 2. DESIGN LOADINGI H-20 3, BASE SECTION IS MONOLITHIC 4. MANHOLES SHALL HAVE AN INTERIOR AND EXTERIOR COATING PER SPECIFICATION SECTION GS-10. PIPE REQUIRES MANHOLE ADAPTER COUPLING BY FLO CONTROL, INC., DR APPROVED 'WATER STOP COUPLING. DOGHOUSE MANHOLE DETAIL N.T.S. -16. ~ .' NOTES 1 Trench bockfRled In 9' cOl'lpoctlPd loyers. Densl.ty toklPn every 300 ft. 2 Bose MOY be reploced with Aspholtlc Concrete with prior opprovol of City Engineer. 3 On longltudlno.l Insto.llo.tlon requlrlng resurfoclng full width of poveMent, f~sh bo.se to Motch ex~t~g po.veMent surfo.ce o.nd pr"e, Then resurFo.clP o.s d1rltcted by the CIty Engineer. Varies f ~ NllTE. All Io.terel Mo.terlo.ls, Including o.pproved Cleanout hardware, are to extend to the R/\t or to the easeMent line o.s noted. ~sh To Existing SurFo.clP Vlth PC III Aspho.ltlc Concrltte -16' ~ .' . . . Or.~l Po.v~g . Orlglnill llq,se . oMpClcted Bo.slt - Thickness of Drlglno.l + 2' M\nlMUl'l ThIcl<ness 8' 1lEY. MlE IEIaII'TDI ".,.. Cl R/\t I Finish gro.de to o.llow 0.4' Min., 1.0' Ma)(. fall frOM property line to i CITY O\tNED AND MAINTAINED HOMEO\tNER O\tNED AND MAINTAINED 6' Service Lateral SECTION ANY VARIANCE MUST HAVE \tRITTEN APPROVAL OF THE CITY ENGINEER. CITY or Cl.EARWATE~!. FlORIDA PUBUC WORKS ADMINISTRATION ENGINEERING STREET LATERAL DETAIL lIlY. Mil -- ".,.. 5/8' Min. 4 RE'qulrE'd RING - HALF PLAN - N L [J - ..,. "- (\') I ... I RING - SECTION MiniMUM \telght 7' 232 lbs. 9' 278 Lbs, NOTES 1. \there roadwo.y base Is 8' or thicker use 9' rln , o.U other co.ses 7' ring Is perMissible. 2. Manufacturers Model of storM ring o.nd cover t be approved by City Engineer. Lot 2L-11_ ;WM ~ '" - - - - - - - _l_ - - - - -\teter Cur Ma~--r--_L______--- I I @ : \tater servl~1 (lyp,) I San.- WM 2'--' - NOTE. SANITARY LATERALS T[1 BE I WITHIN 10' OF" CENTER OF LOT ON DO\tNHILL SIDE OF CENTER OF LOT. PLAN VIEW RIM M.H. of Street SanltQry PROFILE t '1I!SI96' 1lEY. DI\~ Lot . '.' 'i;li.0~rr . . . .......'" 1-1/4' . oJ) ..... ....... :::: ... J z o - l- . I- c= -A. ,t. o '~Q~ A ....... )t) -!;-~,;. Z+'x ~,~~ . ';~:c~r c=.... V'; I- ~ III ;!: . ~t-~, -'^'..'. -III', . 1'4 Z:.r ..tt ... ~.. ',. --A =t=!o- ~ ...~' Zl- ~ ~ :';: au 1'4 I" ..... III.: t-,. z o " > /' Z au " Required Non Sldd Po.ttern Required ... t/} III, SOLID COVER . ~t. III " 1\1 ?l. I 22-3/'" . I d 0 _L ~-I -~ .. . 0 ~ " ~ Z III 1ft -.CIft. Z .:>.....;\ '^ ~j Z ~"ii . .: ~.~ ... I:: &$ A. c= c=~: t- 0" Q '^ :t .... Z:a~t,. .' z Ii~ ... . ~ III J: ... .... .~. .. III '-1' >~f. · III ....r ... ~~. ... V ~"J > .. ~~ - O~;U \I.it~V)t . ,~. .,,~ SOLID COVER SECTION MiniMUM \telght 128 lbs. _I!' V..JS. IIEIt:IlFTIDI NY'. Lot .. . _-.C..r/w lIn~'1 --------------~~~~j~~-------- n.H. Curl:f\ I NES Comm.: 2004:Pfl\ I Drawn By: B.J.V:~~.~~~~~I I Checked By:;~tl1:; I ~So.nlto.rY LQtero.l (1 yp.) -t -10' ~ I \tater MQln 1lEV. DI\~ SldewQU< 2' Joint In pipe entry ~Slde Lot Line <Typ.) Issue Date: Revisions: No. Date !~ .sUo RemoYll Bock of Curb on State or vertical Curbs with 0 vertical Sow cut ::IE::IE Q. or RemoYll entire Curb and Replace as Port of SIdewalk Romp. 7-J N {!. III Modified and Volley Gutter CUrbs joIn exist bock of curb 1'2- ~Textured Surface 1.~lAox Slope ~'_ ~ . . '.' ........ {~.. .. -. . ,..,><:.1 .J....- .' RemoYll to an ............1/2. Expansion Joint IIVerI joint or aowcut ~ 1. """"" Tooled .loin.. At Olot_ Motdllnt The WIdth. Nee Place [Jq>..,...... ...In.. Al Dr~ 2. If Sam. Phrelcal llb.lructlClll Exlet1I Which "'-'III The PlocInv or SId......... 108 Shown. Contact The Engln-o 0...... rar Nt........ locatIan. 3. Wooden And Dlher Sp-. .. Not lie Permitted In 51_ Dr Dr1_,.. .... No Cootln", Of Anr Kind WII B. P"""'tled On Concnt. SIdnaIb Dr Dmewa)ll W1l1lout Speclftc Appro"" or Th. ClI, Envtn-. 5. M Concnt. ShaW lie 3000 .... MIn. . 211 Do,.. 8. Concnl. SUrface to be Ughl Ilromn fin"'" 7. Concnte DrMft, CanetruotJon ..... be S' Ill.... . 8"'/10..10 W.W"," Lot Mo.ln r--- - -'\-'=:1 . I 1----0 1___-> 'r CITY ur CLEAR....ATER. FlORIDA ENGINEERING DEPARTMENT !.VA SANITARY LATERAL 061 HI 4 LOCA lIONS IllESalPTDIt NY'. G.CJl. / / fn C z <C CI) w I- - ::E: ~-a' c Z ~~. o ti ii2 WZO 0...... (.) ...... LL. <C '" z>ffi <C <( I- -~~ CD -a 0:: :E c <c: ,I ca ':~"'j-'L~"~: W .;<:ig,f <C ~ (::t~..g~l ,..... . ....... '. ;:.:::J,'- r. t;:=J ~ \II n ~ i \' I\.) I 'Ii' I\O)b~b W ~) ~-"U OCT I 4 2Oll4 D' PLANNING & DEVELOPMENT SERVICES CITY OF CLEARWATER U) ..J - <C I- w o LLI I- - CI) ....I - > - (.) ORIGINAL C6.2; .......'."'...... . ' . ::; 12 1)!001 -' ': ,..~" .. '" ." ..' c.,. KENNE1tfit:Mlf$n:<<~ ! ~~ .....__ COPIES OF THESE> p-&s . 'ARi:..~.~ 1\ NLtss EMBOSSED,.WITH lHlt: SIGttlNG '!i'SEAI.. <. ..t A< ", '~ . \ ... '\ \ ''''':".~'f''r' .-~~:,~:.;-.,.'r