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FLD2004-11081 (2) FLD2004-11081 3070 GULF TO BAY dud COMFORT SUITES " . . U~(Jfl1T1TUQ..9: ~~~~~LOF rlft;r<> ..~~~.:.\ ~,,"""'~#~)'~ ..~ ~" ##-,;p-"", ~v~ _-' I ~":."..."" ~~..,\I/ ~~"" l'.l~: _\ ':.':, "'~.= ";"'~l:l "'~:. ~-~U! ~.... "'If":':. =- ~:"";;'i; ""~----===- ,,~~~ ':. 7];'--- ,~'" .~ ... ~I'J. '-186'" '(V: ,'" "'~......)ITE~\I".. 8"11' C I T Y 0 F C LEA R W A 11 E R PLANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTIE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 loNG RANGE PlANNING DEVELOPMENT REvIEW February 16,2005 Ms. Doreen Williams NorthsIde Engineering Services, Inc. 601 Cleveland Street, SUIte 930 Clearwater, FL 33755 RE: Development Order - Cases FLD2004-11 081 3070 Gulf to Bay Boulevard Dear Ms. WIllIams: ThIS letter constItutes a Development Order pursuant to SectIon 4-206.D.6 of the Commumty Development Code. On February 15,2005, the Community Development Board revIewed your request for Flexible Development approval to permit an overnight accommodation use with 55 additional rooms/units wIth a reduction to the front (south) setback from 25 feet to 15 feet (to pavement), a reductIon to the SIde (north) setback from 10 feet to 9.5 feet (to eXIsting pavement), an increase to buildmg heIght from 25 feet to 48.33 feet (to mId-point of pItched roof) with an additional12.083 feet for architectural embellishments (above the mId-pomt of pitched roof) and a deviation to allow direct access to a major arterial street, as a Comprehensive Infill Redevelopment Project, under the provIsions of Section 2-704.C. The Community Development Board (CDB) APPROVED the applicatIon wIth the followmg bases and conditions: Bases for Approval: 1. The proposal complies wIth the Flexible Development criteria as a Comprehensive Infill Redevelopment Project per SectIOn 2-704.C; 2. The proposal is in complIance with other standards in the Code including the General ApplicabIlIty Cnteria per SectIOn 3-913; and 3. The development is compatIble with the surrounding area and will enhance other redevelopment efforts. Conditions of Approval: 1. That this approval be subject to the annexation of the alley to the north by City CouncIl prior to the issuance of any permits; 2. That this approval be subject to the vacatIOn of those portions of the Bay Street to the west and alley to the north nghts-of-way by City Council pnor to the Issuance of any permIts; 3. That the overnight accommodation use of this property meet the defimtion of the Commumty Development Code, with owner and guest stays not to exceed 30 days and where occupancy of rooms/units arise from a rental agreement, other agreement or the payment of consIderation. At the request of the CIty Manager or designee, the records of the business shall be made avaIlable for BRIAN J AUNGST, MAYOR-COMMISSIONER HoYf HAMILTON, VICE MAYOR-COMMISSIONER WHITNEY GRAY, Cml~IISSIOt\ER FRANK HIBBARD, COMMISSIONER * 811.1 JONSON, COMMISSIOM,[{ "EQUAL EMPLOYMENT AND AFFIRMA1IVE ACTION EMPlOYER" .. . February 16,2005 Wtlhams - Page Two exammatIOn to determine whether the length of stay comphes, wIth these provisions. Failure to provIde such records upon request shall be grounds for ImpositIOn of approprIate fines, revocation of the occupatIonal license and/or any other enforcement afforded by law or by CIty regulations. A hcense must be obtained and mamtained from the FlorIda Department of Business and Professional RegulatIon, DIVISIon of Hotels and Restaurants. A regIstratIOn lobby operated 24 hours a day, seven days a week, shall be mamtamed. ThIS development shall not be deemed attached dwellings wIth individual dwelling umts, nor shall rooms/units qualify for homestead exemptIon or home or busmess occupatIonal hcenses; 4. That complIance be demonstrated on building plans prior to the issuance of building permIts indicating the number of rooms/units approved under this applicatIon will not be exceeded. Hotel rooms/umts shall not mcorporate lockout rooms/units with separate corridor doors; 5. That, prior to the issuance of any permits, the site plan be revised to demonstrate actual existing parking spaces and the provision of reqUIred parking for the overall site; 6. That a Unity of Title be recorded m the public records prior to issuance of any permits; 7. That the final design and color of the building be conSIstent WIth the conceptual elevations submitted to, or as modified by, the CDB; 8. That all freestandmg and attached signage meet Code provIsions, mcluding the heIght and setback of any freestanding signs. The ComprehensIve SIgn Program may be utilIzed to prOVIde additional freestandmg and attached sIgnage in accordance WIth Code provisions, but freestanding signage be limited to six feet in height above the finished grade of the front property line; 9. That, prior to the issuance of any permits, the landscape plan be revised to ensure the proVIsion of reqUIred interIor landscape area, the mdication of existing tree canopies and the appropriate locatIOn of plant materials; 10. That, prIor to the issuance of any permIts, SIte construction drawmgs be revised to ensure no grade cuts occurring under the 27-inch oak tree's canopy, the proposed sidewalk being constructed "on grade" with a monolithic curb and the prOVISIOn of a W.A.N.E. aeratIOn system; 11. That, prIor to the issuance of any permits, a Tree PreservatIOn Plan prepared by a certified arborist, consulting arborist, landscape architect or other speCIalist in the field of arboriculture be submitted. This plan must show how the proposed buildmg, parking, stormwater and utilities impact the critIcal root zones (drIp lines) of tree to be preserved and how these impacts are addressed (ie; crown elevatmg, root pruning and/or root aeratIon systems). Other data required on thIS plan must show the trees canopy line, actual tree barricade limIts (2/3 of the drIp lIne and/or in the root prune lines if reqUIred), the tree barricade detaIl and any other pertinent information relating to tree preservation; 12. That all Fire Department requirements be met prIor to the Issuance of any permits, including revising the site plan to indIcate HS-20 grate inlets; 13. That draw down calculatIons be provided prior to the Issuance of any permIts to ensure the existing pond functIons as originally designed; 13. That, prior to the Issuance of the Certificate of Occupancy, traffic impact fees be assessed and paId; and 14, That all Parks and Recreation fees be paId prIor to the issuance of any permIts. \ , February 16,2005 WIllIams - Page Three Pursuant to Section 4-407, an applicatIOn for a bUIlding permIt shall be made wIthin one year of FlexIble Development approval (February 15, 2006). All required certificates of occupancy shall be obtamed wIthm one year of the date of issuance of the bUIlding permIt. Time frames do not change with succeSSIve owners. The Commumty Development Coordinator may grant an extensIon of tlme for a period not to exceed one year and only wIthm the origmal period of validity. The Community Development Board may approve one additional extension of time after the community development coordmator's extension to initiate a building permIt application. The issuance of thIS Development Order does not relieve you of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilItate the Issuance of any permIt or license affected by thIS approval, please bnng a copy of this letter with you when applymg for any permits or lIcenses that require thIS prior development approval. AddItlonally, an appeal of a Level Two approval (FlexIble Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status withm 14 days of the date of the CDB meeting. The filing of an applicatlon/notlce of appeal shall stay the effect of the decision pendmg the final determination of the case. The appeal penod for your case expires on March 2, 2005 (14 days from the date of the CDB meeting). If you have any questions, please do not hesitate to call Wayne M. Wells, Planner ill, at 727-562-4504. You can access zoning informatIOn for parcels within the City through our website: www.myc1earwater.com/gov/depts/planning. *Make Us Your Favorite! CynthIa H. Tarapani, AICP Planmng DIrector S'IPlannzng DepartmentlC D BIFLEX (FLD)IJnactlve or FInished AppllcatlOnslGulfto Bay 3070 Comfort Suites (C) - ApprovedlGulfto Bay 3070 Development Order doc o'~ 6"Z .'~ O,Z o FND SCIR FIR FCIR FRR PK FCM FOP FPP FN&D SN&D PLS La P o F O.R, PG PB cp cf PCB POC P,U, D,E, MH EL. INV, T,O.P. UG U,D, M,E,S, F,E,S, RCP ERCP DIP PVC GTE TELE. OHW Description: Parcel 1 LEOEN:> OAK TREE NOS C ALE PINE TREE PALM TREE OTHER TREE (AS LABELED) BUSH FOUND SET 1/2' CAPPED IRON ROD 'La 4513" FOUND IRON ROD (SIZE NOTED) FOUND CAPPED IRON ROD (SIZE NOTED) FOUND RAILROAD SPIKE PARKER KAYLON NAIL FOUND CONCRETE MONUMENT (SIZE NOTED) FOUND OPEN-ENDED IRON PIPE (SIZE NOTED) FOUND PINCHED-TOP IRON PIPE (SIZE NOTED) FOUND NAIL & BRASS DISK SET NAIL IN BRASS DISC "LB 4513' PROFESSIONAL LAND SURVEYOR LAND SURVEYING BUSINESS PLAT DESCRIPTION FIELD MEASURED omCIAL RECORDS (BOOK) PAGE PLAT BOOK CALCULATED FROM PLAT CALLS CALCULATED FROM FIELD SURVEY POINT OF BEGINNING POINT OF COMMENCEMENT PUBLIC UTILITIES EASEMENT DRAINAGE EASEMENT MANHOLE ELEVATION INVERT TOP OF PIPE UNDERGROUND UNDERDRAIN MITERED END SECTION FLARED END SECTION REINFORCED CONCRETE PIPE EWPTICAL REINFORCED CONCRETE PIPE DUCTILE IRON PIPE POL YVlNYLCHLORIDE PIPE GENERAL TELEPHONE AND ELECTRONICS TELEPHONE OVERHEAD ELECTRIC. CABLE TELEVISION AND/OR TELEPHONE SERVICE L1NE(S) WI OCO ~ is @ @ @ @ ~ ~ iii 1m ~ <> or .cr x:x flJ III GUY R/W ~ E/P BOC HWY BLVD CONC ASPH EM CLF BWF WPF A/C R.R, TOB TOS NO, F,F, oRD TRAFFIC SIGNAL ACCESS BOX CLEAN OUT GAS METER GAS VALVE SANITARY MANHOLE GREASE-TRAP MANHOLE ELECTRIC MANHOLE STORM MANHOLE WATER VALVE RECLAIMED WATER VALVE WA TER METER BOX RECLAIMED WATER METER BOX IRRIGATION CONTROL VALVE FlRE HYDRANT LIGHT POLE UTILITY POLE TELEPHONE OR CABLE TV BOX SIGN SPRINKLER HEAD ROOF DRAIN GUY ANCHOR RIGHT-OF-WAY CENTERLINE EDGE OF PAVEMENT BACK OF CURB HIGHWA Y BOULEVARD CONCRETE ASPHALT ELECTRIC METER CHAIN LINK FENCE BARBED WIRE FENCE WOOD PLANK FENCE AIR CONDITIONER RAILROAD TOP OF BANK TOE OF SLOPE NUMBER FlNISH FLOOR The South 1/2 of the Southeast 1/4 of the Southwest 1/4 of the Northwest 1/4 of Section 16, Township 29 South, Range 16 East, Pinellas County. Florida. less that part thereof lying within 50 feet of the centerline of State Road 60. less the South 270 feet of the East 300 feet thereof, and less the East 33 feet and the West 30 feet thereof for streets. ALSO. Lots 18 to 23, inclusive, in Block 3. of Bayview Terrace. according to the plat thereof recorded in Plat Book 12. Page 63. public records of Pinellas County, Florida. and Lot 1 of Majors Manor, according to the plat thereof recorded in Plat Book 37. Page 84. public records of Pinellas County, Florida; together with vacated Carolina Street abutting all of said lots on the South. LESS and EXCEPT those parts thereof described in Orders of Taking recorded in O.R. Book 6860. Page 2371. O,R, Book 7041, Page 1238. O.R, Book 7222, Page 2107. public records of Pinellas County. Florida, AND LESS all property lying south of that part thereof described in Order of Taking recorded in O.R, Book 7041, Page 1238. public records of Pinellas County. Florida. Description: Parcel 2 The South 270 feet of the East 300 feet of the South 1/2 of SE 1/4 of SW 1/4 of NW 1/4 of Section 16. Township 29 South. Range 16 East; LESS: the South 50 feet thereof for Right-of-Way of Gulf-to-Bay Boulevard (State Road No. 60); AND LESS the East 33 feet thereof for Right-of-Way of Haines Road (State Road 593), Pinellas County, Florida; AND LESS and EXCEPT those parts thereof described in Orders of Taking recorded in O.R, Book 6869. Page 981. and O.R. Book 7041, Page 1242. of the public records of Pinellas County, Florida. NOTE: There are no gaps or overlaps between parcels 1 and 2, NOTES: 1. TYPE OF SURVEY: BOUNDARY/TOPOGRAPHIC SURVEY 2. DATE OF SURVEY: OCTOBER 29. 2004 3, SURVEY CREW: SCOTT WILLIAMS and FRANSCISCO GARCIA 4, ELEVATIONS SHOWN HEREON ARE IN FEET AND REFER TO THE NATIONAL GEODETIC VERTICAL DATUM OF 1929 UNADJUSTED. (N.G.V.D.) I- (I) W E d o o (J\ o (J\ 'Ot o I C\J I ...... ...... 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A~t-lO\..If>. ....'\.r;>" .''t~/'. ........fx........"?:~ II' I all ........'Y'b Q A~~Gt-lOU~rQ ,;0' x~?,_--'~~oF'X,o~~c:' ~'fj~ :> "" -r~BOLLARDS ~ iN 0 .. . . . " \/.f>.G ....'Y.() I ~I ~ / 'b 'b'b ~/I ," e ~'P o 0 '\.<:)~'O I ~ : 'to :/....:~ ., i ~ 8i : J ........~: p 0\..1~ / '0<:) 'b-:' ~'Y~~ 'Or;. _ _ _ -41 \ +, WI ~~-;:- ~ a.. a' pvc ~ ~ ~ !~.:,i 6, .....,:0 't:; J' ........~ I .' i "J"J 6 SPACES ~I~ ~ ....<:)' n ,,~ ~~ -~ fS 'O'b f c.~ I ~w ~ .9 ~ 6 .. I 00 (0 '........' I II"'U1 v.......... '0';; U <(f)~N if) OJ ' <:)~ i.L..0 ',: A't .' '" l/i 9.l ,t !b "/ ,,!;S ~s 4> - Z I ~w 0 >- CD ~' ~%",.. ~ ,. ./ ........c;5 ~<D ....r;>'\.....rf>. ........c;5\ "J"J~ ....')\~ 4- x' M,~. . ....<:). ,0 0, I-Owa.. I- a.. ~9-fl~~"?~~: ~~<:) ~ I "J'bO'tA SANITARY MH/. I: ........' ~ II 1....~~'Yi ............'\,o"J: ....<:)' I <:)'\. INV.=7.21' I I U i O::a..<(~~c( ~ (3 '-' <:)'?"J' ,<:)... ~ Cl 'b':"l:>.C\ .. x 18" "Jl:> ....' I l:>"J1 ~,.. "'r;>l:> CONTROL I 1 I I- .... ');~':- ~""1 ~~ n<:)' w! \' AV ,,'b TOP=11.44' ., i ,,"J I I RCP ........' ,........' ,,_Go. STRUCTURE I Q I") ASPHv ,,'\.<:)~'li<: ''i XV ~ ' ' x';'" x ....l:>' re- ,,'\. INV.(N)=6,87: ,:; ~! ....<:)70' II I j x I 'b ,,':J TOP=10.02' I I : &!z :i ~ DRIVE -fl' <:)~ ~ ~ ....'b~~ ~ X ......' x....'\.. INV.(S)=5.29 ~ ,0 i ",.. 'b ~ ASPHAL T ! ,,<:) I "J'o M,E,S. SLOT=7,68' I I x .:? : f\~~~ .s. ~ liJ ~~11~ ~ ~ - $~" ~ ~ 0 ~~. . \<C~ "" :fr~6~~~ O'~~~T II )~t<> I ,-.P ", ~"~/ INV-703' INV=5,89' t "t.cp~1 ;;' k: · 'f}r~ In f...- t, ~ ~ ~ ~ a'" lo)< INV,(E)=7.31' I. I I 6 SP,ACES \'b~ I I TRANS4>I'IMER 'il ai ~ 23 CD' I- ~ i ~ II:; ~ / ~ ~ /....' INV,(SW)=7,53' <0 ~....~'o~ dl : l:>l:> ........' Iz I I ....<:)' ,~>-I w 0::1 z V) 0 I 191 ~ ~ " ~. ........., ........' ....?>";o CD I I I I 0 UJ ~I:::;; a: ~ ~ ~ i I '~II ~ ,,1" ~. q,.f/' ....re- f~1 "~.\ I Q x x ~ .u~ I <:)'Y'b I ~I ~I 6~ 8 ;il ~ e,' <( -- 1 I~ "6~ 01- I 't9 -to- - - -~ - - /- - ~~ ~D ^' ....?>........... tOU v" IA~ ~I 001 :~ ' ..... ...... I I- BURIED FORJ 0 .,0 "tJ' ' xl'''i A O\..lr.... x.,.,' 0 ~x :: ~ ~! O~ tJ'r:tJ. 'b?>'O : ~ /? ~ 'b"J n'b FUTURE EXPANSION... ..,.G~<6~ ........' ,,/C;~~~ ,S" II x I I \/.f>.G~ 'bP ........r;>"J ~ I RETENTION ~I <:) ~I ~ ,-"",;.. ~',\'~' ....., >,k ....'b~'b, JI( ~:" f'> ...V ...~ \ " X .... I I'-t '\; 01 ~ I 0 '\ 'iP x , 'b' X 0) 'i \ I 'b'\. <:)~~ ~~~:~ 'b;- ~~ ~~ " e#O i ~~ ....'b' ~ 'to" ~ rv~ ,,'0 ........'(1'/' i' -= ,,,' I I 'b')'b..'\. I I ~'O' ".. 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X. ,,~,... <:).... ..... e, x I I 'b';;:'" / ~~ Oi I" "Cb' ~'i:\' , _ ~ 1\" l:>' \ 1-" "JJ ....'\.' no" ,," X x I /, ! .... " e crl "'\.,, ~~ ....'b~ ! ~ I:" ",'" . ,,4....'\., x ........'?r ., II \ I is l:>' ~" /- ~ . " " a((U J ....'b' ,,~ t<" ....'b' (I- R- 7699.44' " ~ Co 1....<:)':- )< 'O'? "J'\..\ UG GAS / 9' v I ,,'b~J ....~~.... CONcf~ "'...... ~ 0 L- 223.18' If>. I -~ r . ........' >.9.( \ db /- <:)' ~ (MARKER 'b"!;'b~ ....~.~ PAD" ~... ~ FCIR 5/a' O\; .A~r c.j) n':Jy x.~ \..If>. II ...x... ~ ....", A,/.'/' x" .~ WA -#-WATER'?" 'O.~~ 'b ~ ....l!l. ",,"\ CB- N88'27'02.W ^' Gt-l \ II '\.' V rl ... .10 R 11. 399. .,.' 'Ov "J ....." ' X ,,"J '\.'b ~ ~ q}' :.;l:.; '?" ~~i~~ ....'b~p~'~"., D,O,T, CH-~23.18' A~\/.r ..... "J....:(iIIQ....'\.~,~ \/.f>.G" _ _ ~_~III L:1Is6.87fF) 'b.....<:)' \ ,:p ,,~.- '0' ~':;: n;J:~ ~"~'\. 0' ~... A ' ~~~""'b\ ~ Do^' I "l:> '\.. X CB - NBB'OO'17"W :-x:....<:). ...'\. / / ~/ .:?" , ~... \ '); .~ 0' Ir '\.' \ ~'" CH _ "':'.87' ,~ J '" ~ no. ~ ,., 'O,,",V ~! 'Cj)~ \ ' ~ ... ..\.... .... ....v ~, 4> x "T' ....<:)' or, ~ V ~J r::oI ,\'" I A FCIR 1 2 / 0.... ~~, ~ ...."J S FCIR 5/a' PLANTER " "\/.f>.GI' / '0 X / 'b' ".... "....<:)' ....<:) "'......- ~ "" ./\ ILLEGIBLE /' 0' ", ~'O D,O,T. t> r'\ A Ar ~IG'j . ~ x "J'b, ENTER SIGN ~~~~\f I A~X....')"- 'b':-.... x ....<:)' - *' - - x .. 'b"X A1J'- ,,~<:)'b "-'", /,~~, J;' '0'" '\."l:>' \.... l:> ~'O~ UG FlBER-OPTIC CJ....l:>V EX;AT ~ ....'\.'b"J ....~~ ~~:, ,.v^(SlG~ ........~l:> 0 ~.'."'?>'\. VAL~ I 0 C~C PAD W/ X' S'tW' 4 Iil~ ....'b' ....'b~'b' ~l:> _ X.... ~'CABLE MARKER~ ...."J' SIGN ....~ n<:),., t<".:-'.no. 'b c. CABLE '~OX . .... ' , 4 OHW ('\' 1 ~ . \ "J 0" '\. V 'l)J ,,-CONC G IDE ....<:)'FCIR 5/al"~'\7Y if} I METAL MASTOR~ I 0 SIGN X';; ,,'V ~.l..f"i>" 'b, ~ CABLE MARK II I' I -....'b~.,1<-/ (r) ....' ....' ........../"i( , 'p-nl-~U ~.Go. ARM POST('\., L"n .' ~._~ ~",-...." 0 'b' A1:b'~,,~ .', Al:>,~,,~,~<:),!b,,:-'\. // r-.. / "-WA~~'" 'V' "'WATER..,...", '" ~~ XD.O,T, -./ 0.7">1., o.":{;)' "l<V A ~V;'v\"""O'......'\. x If\~'~""''\ / \~~l:>l:>"J ~ ''15' .~ ......J.' -', '-,,*.,_ ~A!,!'?". '.., w.~~' CONC -' ", 'b-q, 'b' x 'X"''b'Y ~.P CUT "k ". '>lI "~~,,. i ~~ .....". ~~'O~t~r;><:) ....~~\~ ....,O'Y\l:>1~ EDGE Of" '"M''''' , ~... ~~~~t~~'O~* .. ,", U"._ '*-",*-. WAk,K ~G~~X"":"~~"d -,..WI'b~U.'b'rr'.. ~~.., ')" '1' <:)f};~"5 ^ ),'0 '.-1::" ~ fl/~~ 'b'\. /,~: IQ\ RAMP b~" ... I!! ....J~~......J....'\.~'V'? ....'\.~'\.' ........".....~')" ........ "J.....~f <:)?>'b,- ,,''..,'0 l:>" ,o"b.... ~ ",.. "Q'~ '..... ........." -_~ ~._. 'b "'.:'\'~, '_', ~ <:)'\. ,,?' A~ _,.x - ""\, < !, \V ~ <( \ ' ....<:),<:). ....<:)' 'b'Cbh~ .<:)' "l:>re-\'\..IELECT BOX .....___.~','b.... ~',..~.~~r;R~~//.f VAULT Qyl-, // ~ ... ,,' .....'~, \.,,' ... N ....'Y"?.~'\ ~'II"\",,....,. ']\ ~,,?'b CONC TRAmC.... / I q LFIBER-OPTIC G\ PHONE PEDESTAL ~ v v l:>'b 'b'b 9.> 'b'b ~,,?> "':IGNAL POLE , ", ", "~,,. ". CABLE BOX ~c<!~~PI~,\f;f \ ,,<:) 'b' x ,," 'b' 'b'\. ....'\.' ., ,A" ,:; . 0 1" 0' !:) 1 'bl:>'O....'b"J ....'0'....'0,,'0, x TRANS- FORMER ~ <:)-XO l:>'Y .... ,,'b "J' .... lOA "J~ .... 'b'o '0' " )( FCM 3'x3' OA~ OA (J ,1" w ...J <( ~ (/) ::l U~ ~~ 0-' -ce l:>'\. ..' .... 6" CONC CURB CONC CHILLER PAD ~ 'to o '\.'<>..~ ", <:r ~t'-'''' CONC PAD ~ ..'b"Jl:> ~ ~,'" ~ ~ <:).. ,,~ ~....'" 0 9.l~g '0.... 'O~ Cl> 00 ....l:>. " " 'tA o ~ ..' " ,,:-'bT m7' ...."J'l Q 0 'o0,:p ...."J~"J'''J~ .... re- ..' " .c ,1 I"'\. 'b' " x CONC DUMPSTER PAD '0.... '0' " x,( ....'0 ", .... !b~ ,,~ .... 'O"J ..' " '0 f...- a -..J :0<: ~ 00 ~ ~ I- 't8' a I"'\. 'b' .... x S" FOR 1 /,1 PLS,4626 '\.'\. ....'b' Ox ,e" FIR1d <:)"?'t"J ');'\.<:)' @ \~~~~\~3. _!~J) \, '........, ill~...L ~gf. -~ / --:::=--... , "'-.- '--.. ..., -. ....... ;' ----. ~ --- . --~_._~ - .-- (__. ___ _~_ ___ ~_ _ ~ mO"__.___n_..____ ..~_ ".__._~:_:_:,:..- ?'5 ":.:~-='::::~' ::.:, .;:~..;~' ;~, .~;;;.~;~:;,~,1:;',~~~,~~:rr'~.c~::~=, ~ '.c'~, ~!~f'j_=_=_...."__,~..~=:,',~.~ '.~:=-:..:.~=-~~:=~:-.=~=:..:~:__=':~~~~:.:.: :::::.~::-':,'::::.:.~ ::''-:-_:::',::=_:::::-: =.:.::':=:==:"=:::=:::~::,:-,:': _:::='--":==::::..:: h__., .,..'. .. :::..;If '...... ,.. "". ''''''''''..--.." .....-.......... "-- '--.. ....... -.- '",,-, --- ':'::::,:::::'.~'-'''''' .._h...._ -,.., "-- _ "'- ___, _ ." ..... ..... .._-''''--'-'--'''''....\ ..;If ... . -..,--. ... .-.. _.... n.,_.._..:::=::::'::.~) .,/If , \ . . ,...\.,;:: ------~----_.____. ___. .-.-____0 '-------"-"'-- - .--- -- .-.- --- ._.H~__~ __.__. ,.//. ~.,-:'::_~.~ -- ..- ---.-- "..,,--o"-~"'""=~.~=='" L--: ...,-.., .tIl._ ...,..' _~'''''''U'''''''''_' '--- -'- -- - ---- - C)W " ; I.~-'-;<I ",; "1-;:;1'''~: "(?"t,""', TI'''i''''.", -,c---.-..-."" .....-.... ....-. " .J ,~y.., ': -.J "'I"-J" IU .If S,OUHi 80:;~;[)pt,y ..;If .If .( "--'-~--- '- ---.- -..---------- --'--- . ------_.~~-- ---_._~--- GULF TO BAY BOULEVARD (STATE ROAD 60) (RJW VARIES) .--- _.__._~- ~---- ---- ~ ~ ~ '-.. ..-.~---,~- ----.-------- ----------.-.-- __.~_.~o._~_ 1f!r-:~!~iL~ T ~ v ~ cId Z 01- I=z ow ::>:::;; ,-... g:~ ~ (f) <( ~ ~w 0 o 1j a.. ..J z ri <( <( OJ ::> z ,..... t:i ~ to a..z as:;{ 0:: a..:::;; .s. 174' 'b'b '0' "J"J "'t> ,,':Ii ~ v ~ I ~ _;jTB.ttL.2l.1~! 8L r GRAPHIC SCALE 30 0 ~ 15 30 60 ( IN FEET ) 1 inch = 30 ft. (~:r- i ~ ~ J'""'o\ ~ ~ I ,.,~ ~ ~ lD ~' , Q) r' , t..l) ., n u '-. en ~4' " ~~ ''': . .~ > (F', GJ Z '"' '" v' <' ! ---...-, " , I t, " ,fI, . \ , RECEiVED NOV'2 3 200~ PLANNING DEPARTMENT CITY OF CLEARWATER cnCii'a; Cl ~ ~ ~ O'QfcnZo ~o :'50 i c'O(f) w> o ~..J>~ C1>(I)c(c(Fo ~:s~~g~ I' ~~(f) . W il5(f)wz(f) 1-.... ..J~~~ U C1>0~a..c(c( ~ LL 'O~z c(1- I- IQi.L..Q(f) 0:: >-0~00::c( , ~ ~~ ~~~ i15," )0.7 } (f) !;Q ~ c( u:i..J , '-......../ (f) ~ 0, I ,i.L.. ...J y> C1>~zCD,.....,.....,,~ ' , \ ~ 0:: :S a.. ~ c:; ~ j!! '.' "_~ ~~;g~i~!I' ':'2~ ~ :Jc .e ..c:;:;i ~ ...J (f):;:;~al u~'" r 'cl ~-g E~.~(f) ~ '~ :::;; ii~ ;~~ I g "'" ~ ~ ~...c We ~ ....J (l)O~..c>:J .J ...J ..c t: 0'" a:: ~ IL W _ ~{ii.2~ 5. c( ~ "" III N ..... 0 z lSuo!s!^e~j >- ~ :> CI) o z.J :E zu. Q.. - ~ < 0 a: a: ...J ~ 8ow< Q.. -~ o u.a: .... a: < " (lW ~ u. d < Q z :> o m C.) ~ ~ r. ~ Z ~ ~ ~ ::> ~ ~ if] o 0::: <( >f:: Wc.o ---1~ 61'0 OJ (I) W<( Y:---1 <(LL ---1 5, REFERENCE BENCHMARK IS PINELLAS COUNTY BENCHMARK NO. 386, STAMPED: COURTNEY B. PINELLAS COUNTY DISK. FROM THE ENTRANCE OF CLEARWATER CHRISTIAN COLLEGE RUN NORTHERLY ON COLLEGE DRIVEWAY FOR 387,0 FT, STATION ON RIGHT. 13.7 FT. SE OF THE CENTERLINE OF DRIVE, 200.0 FT, SOUTH OF THE SE CORNER OF ONE STORY CONCRETE BLOCK BUILDING, 76,0 FT. SW OF POWER LIGHT POLE. NO. 2-1550, 50.0 FT. SE OF A TWIN 24 INCH OAK TREE. SET IN TOP OF A CONCRETE POST THAT IS FLUSH WITH THE GROUND, ELEVATION = 4.403' 6. BASIS OF BEARINGS: ASSUMED N 00'39'03" E ALONG THE WESTERN RIGHT-OF-WAY OF McMULLEN-BOOTH RD, 7. NO UNDERGROUND INSTALLATIONS OR IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 8. NO INSTRUMENTS OF RECORD REFLECTING EASEMENTS, RIGHT OF WAY AND/OR OWNERSHIP WERE FURNISHED TO THIS SURVEYOR EXCEPT AS SHOWN, 9. THIS SURVEY DOES NOT REFLECT NOR DETERMINE OWNERSHIP. 10, ALL MEASUREMENTS. DISTANCES. ELEVATIONS AND FEATURES SHOWN WERE PERFORMED IN STRICT ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS SET FORTH IN CHAPTER 61 G17-6. FLORIDA ADMINISTRATIVE CODE. 11. USE OF THIS SURVEY BY ANYONE OTHER THAN THOSE PREPARED FOR WILL BE THE RE-USERS SOLE RISK WITHOUT LIABILITY TO THE SURVEYOR, 12. THERE MAY BE ITEMS DRAWN OUT OF SCALE TO GRAPHICALLY SHOW THEIR LOCATION, 13, ONLY TREES FOUR (4) INCHES AND LARGER DIAMETER AT BREAST HEIGHT (DBH). WERE LOCA TED AND SHOWN ON MAP OF SURVEY. o Z < ~ - f-O::: (1)<( W2 0:::(1) 00 LL---1 o ~ if] < o u Z ~ if] ...- ...- ...- >- III c: o ~ 0.. -.: u III II o II - o o "<t r-... o "<t o I") II "<t o '-- ...... o '-- :: ...... .- o z -- o Q) Q) '0 0 L.. 0 a... (/) Q) -- o Cl CTl ~ -0 ~ z -.i 0 :r: r--. ~ (/) o "<t ~ " Z ~ <( 0:: Cl u o " "'0 Q) .:::L C o ~ Q) 0 .J: L.. U Cl "<t I") I <0 N uj o CL >- W > 0:: :J (f) o .....J W LL 0 LL o W I- ~ o o "<t N CI:l u..: W I- ~ o z!zO QWZ ~ ~ ~ W~~ ~~-J; W 0 m 0 a: ~ .::j ,j ..--J ['-J W -~ Cl vi -i 0.:, f-- :::J o W ~ <{ f-- (f) Z o f-- U :::J 0::: f-- (f) Z o U o m OJ c.o 1 L[) L[) OJ --..... 1'0 ..-- OJ '--' x <( LL U I D- <{ 0::: l') o D- O f-- N ~ 1'0 ..-- I ~ L[) OJ I >- 0::: <{ o Z :::J o en --..... 1'0 ...- OJ '--' I 0.... LEGAL DESCRIPTION: " " ~ '; , ' Descriptvr,: Parcel 1 The South 1/2 of the Southeast 1/4 of the Southwest 1/4 of the Northwest 1/4 of Section 16, Township 29 South, Range 16 East, Pinellas County, Florida, less thnt part thereof lying within 50 feet of the centerline of State Road 60, less the South 270 feet of the East 300 feet thereof, and less the f East 33 feet and the West 30 feet thereof for streets. ALSO, Lots 18 to 23, ~ inclusive in Block 3, of Bayview Terrace, according to the plat thereof ,r recorded in Plat Book 12, Page 63, public records of Pinellas County, Florida, i: and Lot 1 of Majors Manor, according ~o the plat thereof. recorded m P!at 3,1 Book 37, Page 84, public records of Pmellas County, Florida; together wIth '" vacated Carolina Street abutting all of said lots on the South. LESS and 1 EXCEPT those parts thereof described in Orders of Taking recorded in O.R, Book 6860, Page 2371, O.R. Book 7041, Page 1238, O.R. Book 7222, Page 2107, public records of Pinellas County, Florida. AND LESS all property lying south of that part there,?f described in .Order of Taking recorded in O.R. Book 7041, Page 1238, public records of Pmellas County, Florida. j~ :l " The South 270 feet of the East 300 feet of the South 1/2 of SE 1/4 of SW :~ 1/4 of NW 1/4 of Section 16, Township 29 South, Range 16 East; LESS: the South 50 feet thereof for Right-of-Way of Gulf-to-Bay Boulevard (State Road No. 60); AND LESS the East 33 feet thereof for Right-of-Way of Haines Road (State Road 593), Pine lias County, Florida; AND LESS and EXCEPT those parts thereof described in Orders of Taking recorded in O.R. Book 6869, Page 981, and O,R. Book 7041, Page 1242, of the public records of Pinellas County, Florida. Description: Parcel 2 TOGETEHER WITH THE PORTIONS OF THE ALLEY AS DESCRIBED IN O.R. BOOK 6179, PG. 290. " ,~. , , FLOOD ZONE INFORMATION THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD ZONE AE (B.LE. 10.0) PER FLOOD INSURANCE RATE MAP 125096-0018 D " MAP REVISED: 08/19/91 SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY: SUNCOAST LAND SURVEYING, Inc. KELLY O. McCLUNG, P .L.S. #4032 DATED: 10/29/04 ~ t'! t6 r II ~ ' ,l t . i j , , l '" , : ~ ( ; j ::: : r 'i t( ), " n :~ ;1 .' ,,( ,!r ,~ ;~ ~, ,\ \; t .' ," if j II! l. ':'i\ " ~ .~ i;' !t, ~ t ;, ..: " ;, i' I ' I i t " I ~ ,.' , , 1.,'),.-. j , . ,; " ~ , .' ; I I, 1 ,; "\~ .r '. ~ I z ' _J ~ II: ~ I~ 1;S I~ i r ; .r ~ I . I TENNE.~EEAVE I ' 3 i 1 l' ~ I-! J ~Tl ~ IT]] ! ,I I : I I ~ I ' t 'J ~ I " I CARO:"'INAA\iE ' r ' J!:II ril!!" 5 I I ~ 0 I I ~ I , ! ~ k ! l'^~ l~~ z L i BReO ~ BA!'BlVO , , ~ '~; ~ ,I, l r : '\: : , I I. ;' : ; ~: . . r /. ". t' '., f: ~ . - ,. ~ t ~ f~: I '.. 1: I :It t! " l'i I " J . '! , " ; :~ ! , ) I ' ~' " I I' ~~ 1\.' ,/ ~! ", . 'l ~ ~i ~i ~! ! ,::: i I .:./ i !J " ~' ~i ~: ! ~I I, , j ":'1.,:' y I : I ~ ~.: ; ; . ~i ....; " : " ti " 1 ',; t: ; I. ~. 1 ' ;: " ii t;' A: f: ~; Ii ~ : t~) ~r I ~:, .' , 'J,', i. if, , .~ ,:~ ", ~(' ,', .~ ;~ ",: ~~1 ii, .., 'I '!~: , !' ! ' F~F' ;,.:i,," ", , . ~ " ....(' , . .' ~ l'~ , I r',- ~L . '11' i , >: ! ~~ . " ,~ ,I 'SECTIJON': 30 ;~':TOWN5HIP 28 5, RANGE 18:E 'k ", i1 ''^i','L'' CITY OF CLEARWATER t 1 '>' (:, >: ' . , '. ',: I ' ',Ii I ' ..,: '.,.. , , to,.':,' .."P1Nf.LLA5 COUNTY, FLORIDA ,> ,.;~ ~", "~ ,~ ~... t ; "" ~ I .1, " '.1 ~ i, 'I . :.' ~ ~ji , ; ,J , I'. ''< 1i ,." i:i< ,~ !~. Ii ". ", ,,. :,' .!' '~ /:'1.)(,'" c.~ ~lt.:-" ", ~. , , r t /' l' ,,' \, '.,(' ( l' ~,: Ii: ~ ~..,\ H,' , I . \, I',.., ~ ~~ l-:' ~ J ,. ~~" I 'I . . i ~ "\ I .~: i\ ,i: ~ al ,II) .,.,8: i! :';i: ~' : 1/', l~ . . ", :~ if ,... 1:f: :~ ~') I\~/ \~ ~ \t-;'~. DOWNI~ sr (\:.1)." \ I: I- o o . , 'Ill Z ILl -' J ::l :5 u ::I ~ I 5 o '" IE:;: '\~' , ell' ..;J :J: :E! (..1' ~' Z III -' -' ::l ~ ~: , " , .,~ ,:, 'r., '" ",.' . ~. : " h , <n o ,II: .,. 'J:t1'~ ' . ~~J \' .. "1 ~ 4, : P , if .:: : , I , . l ~ i , I i ,". 't. 10 ~ J~ ;i, , ~' ': ,~, ;- , '1 1 ., :.'" ; ~i " t:i, ~ I . " I" ~ ~ e 'i.'.t. ' :'::' 11~ !'" ; f t ~ t ...~ \ :: '.. '-,- ~ . ! \ '1 '!;'m' ; ~ COURTNEy CAMPBELL CSwY !a 1m 1m :CQ ~l ~::." " ~..~. ,;,'Jv." II. " GULF .0 BAY, BL\IP -,~.~\", '.~ ~.os '':' '.,.. ~ ~ ~ ~ ". .',1.,', ~i l.. l' "::';::' ~;'~~,A.,~JjQ';'.~-"" ':,.,\'. =::; ~Vu Arft ~ "..' '" " .,., ,.; i<f'~ ,. . / t I ~. ; . ~~t j~ <~ ,'" " ;1 l.~ I' . -, . . ' LEGEND EXIS] EllVAllOI'J EXIS I CON IOIJ!.' NEW lLEVA liON ,.10.00 NEW CON JOUI< - - -10-,- EXIS I, SI or~M '.,;f- WI I NEW S, Of~M SlWI- h' '- - NEW UNDERDRAIN ,.. ,.-----.n__ EXIST, SAN, SEWER " ' NEW SAN. SEWER - - -,- - EXlsr. WA1EI~ SHNI<:I " , " NEW WArEr~ SfJNICr ..,. ~ .... ..... "'" ... ... - - J~ ," NEW INLE I . . " ; NEW SAN, MANI101f NEW CLEAN.-OU I (C,O, )-__, ',.v, -1iJ ..-. - NEW BUILDING Ar~E/\ .... n , _. u_ ,",n, _,n__ i I ._. ___ __ __. I NEW ASPHAL I NEW CONCRE" r TEMP, Sill f3AW-i'1I I, POIf\.J I OF LONNie ,IIUr,[ or NEW UIII,"" 1(1 'XI \ ,~ tv1 fj,FY,O I,ll.^- 1 ,0.(;, 1'.8,0, r.&V, tvlf " HAU< I )1 PI~f VI t,J/ IOl,j Ill: VICf I 11<1 ,I I' ',\1\1 I 1\"';<..;1 MBl'r ; 11<1 "I",'~IMENI ',()NNurIUN If MI ,( Ii AI , 81 OW Ilff I AI ' r, I '\1 VI ,~.. ii,'. ".J1 AVadable Best Copy A \'::1ifab'. . . )' = 200' APROX' SITE DATA ~' ~ .'l.., . / t.:rL l.~,',~~ l~~.. r '" ~ · Too. . f r I',.': ~ EXISTING (E) i . ~ . ~ ,. . ' f i: ZONING: C '.' , I ) ";1 ) 1~; .Altl'f),' 'USE' .,y'''I . ,r _~ Lf:"r";: '} ... - . ~ f _'. ....~"'. ~ ~ ~~ r r '}. " " ,. f,; USAGE:' \ I 'i' ;. . , , r ~ ~ ,_ ~ ~ I -IJ ,i1 ' :,.~ ." ~. ""': ...<'pl;,. .. .~, :'( LO iARtA: . r ; ~l ~t./. '''j ,~ , , ) , , i ~': 'I , ; " I 1.:.1 i ;,: ( I HOTEL (127 ROOMS) CG J I I I I I · BUILDING COVf:RAGE:, .' (S.f. '& % Qr' GROSS srf~) , 'GROSS~fLO;R AREA (S,F,): ,I ' , "r~,A1:R~.: ,." " I DENSITY t l t r ~ 127 ROOMS " " 14,422 S.F. 7.7% 72,110 S.F. 0.38 -BLDG. , SETBACKS: FRONT~, (GULF TO BAY) fRONT: (BAY STREET)] SIDE: 68' 274' 97' I' I I j I ;, " :~V~_L~b. ':HEIG~'({' ,~" .f . ... .... ~'" tI... .... ". 5 STORIES , " PAVED VEHiCULAR USE AREA: (V.U.A.) ,-,,'~,.:JMPERVIOUS SURFACE, -RATIO: (: C 7:) ) a.......~. 60,531 S.L 84,202 S.F. 0.45 103,184 S.L 55.0% 3,429 S.F. 6.0% j . OPEN SPACE: ' (S.t. & % OF GROSS SITE) PARKiNG LOT, INTERIOR LANDSCAPING: .\.~ ,.;.. I_I< . . (S.F. & '% OF V.U.A.) .. " ~ ~ ~ r .\ I ,/ I :~ ;:.l eARKING: 130 " ,\ !:tj! '. , ~ " ~ ".~ ,: . . PROPOSED (~) , " ". ,; ( , , ":'.~ ;,." . " L', . ; .,; .. '. f'" I ,:'~"}{;~~~":~ \;.: REQUIRED, : ~ '. , , . ~. " .' ,. ,~. , ; ~, . t ,'f"' . . , -( '. ,,'. INDEX OF SHEETS C . ; . ... ~ '.. c; " ) ~ " ~ !>.... '. "",~:... '.~ .a \:',., _ '~"', .... ,,'i '" '- , CG , '" , :.< I : l1 .... 1,:;. t '.i' . . 4; . C1.1 CIVIL SITE DJ\Tp C1.2 CIVIL SITE SPl:CIFICATION C2.1 DEMOLITION ~ II'~'E PLAN C3.1 STAKING SITE PLAN C4.1 GRADING & JlRAINAGE SITE PLAN C5.1 UTiliTIES srn PLAN C6.1 CIVIL SITE DErAILS L1.1 LANDSCAPE ~IT2 PLAN l1.2 LANDSCAPE DE'fAllS & SPECIFICA liONS IR1.1 IRRIGATION ':.ITE PLAN CG " j'! ~ ,', \", . ~~,- ,), I'; " I ,':',. " :\...' . . , HOTEL ('8~ ROOMS) e , HOTEL " , - . . 1 ~ .' i. . ~ " ,~< ...~ ,,~ .' .. " . -;, 0; .. ..' , .1 :r<~: ..... ~,~.~ ~\ ; .. ~ >... -;~.. ,.....-;. "l. ': ,;,,'",: :""'''''. , ~ ~ v" : ,.. 1 ~~t449 S.F.."~' 4.578 ACRE,S:~'.'," 20,000 S.F." MIN~ , " "',. .. . J. ' :.:.., '-1. "".'t.~" l . ~ '''" ..,~ '1 .rl ~~ ; ;'.';.... (; ,,~. - . ~ '",- . ~ ~.' , , . I .i. :~ ,~. ". . . '''.'.; ,.; , , ' .' ; c. oS ,:~ -'"' ~. ,~, , . . j ,"..~:-, 55 ADDITIONAL ROOMS 40 UNITS/ACRE 183 UNITS M.AX. ,$. J. ~~. } ',' .....}.::;, !.... '."; ... I ;~": ,'. .. 14,422 S.F. EX.) " 12,762 S.F.PR6p.}' 27,184 S.L >TOJAL)' 13.4n. . ' " 116,636 S.F. ,. 0.58 --.- 25' (TO BLDG.) " 15' (TO PAVEMENT) 50' 78r-rrOSlOG) 26' (TO PAVEMENT)(SOUTH) 48.33' (TO MID PT. OF ROOF) ~ ' i .. ,,' , . . \' .'. .f' " . . .~ . . ..' ~ . ~ ;~ .: ,.:~ . ; ~,.. . to ~ .'. .. ; ~ .~ . . . ~ 1 ; :;... " .." '0..',' '<"I:,:l~., ,:~ ~M .~~. ~:~:; ~:L''''- ~,'~ " . ~ , ,', ... .,. 'f' , ' .~ r ".. .~ ;,. ,i',' -, 'J."; " .', *.. . . ;, 1(.... . :: ..." ..,' '<:"" ." 'J' . . , : ';. :.. ~.. .: J '';'';:'': b ~ " . ....,.. ,.. .' , l' '.. >. . ~ .! ~" ~,." ,t 25' , . ....' '. .......... .. . "" 't" "~ ~ ""W': '. I 'w , ~ .' "," :,. ,... t.;-. 10' . j,~ .,; /' ~ '. \' 1 .' " .~, ~..~~:" < ....' "f' " 20' .' , : 0' ,t- -l~.s; . t ...~ ) - ,'''' ~, 50' MAX. 87,987 S.L 125'~157 S.r.. 0.62 SITE PLA APPROVED CASE # P ~o . If 0 , CAse TYPE DRC DATE LDB DATE 2- SIONAiURE bATE z... " 0.95 MAX. '.. :-,.... ;:,.: .' 76,658 S.L S.F. 38.0" 9,1128 S.L 10.4% 5% MIN. 10% OF V.U.A. ", 183 183 " J 1_ tI} .' .~ III EB #5936 " Z~t 200 I- ,~ ~ ~" L. ~I r- ~~ It -At o ~'" A. ~o '^ -~ Z )it ~.x It IIo \I L. ~... r-~t- co'" · ~"'z . .. "" .. ~ ~.. I- ~. z~t III~. ~... t- Z o " > Z III . 0 "" ,,~ Z"'II\ -CII\ z:)~ Z"'= ~ ,:. "=Q A.D:~ Q!:g ZOllo ~Zli ...... ...... .>. ...~~ .d~: ~p~1I\ ... 0 ... m -~\I'" I NES Comm.: 0463 I r Drawn By: B.J.V. I r Checked By: H.G. I Issue Date: 11/03/04 Revisions: No, Date Deseri tion CI) w I- - ::) CI) I- ~ 0::: m 0 0 .... LL. LL. ..... :E :::>> C) 0 C<t (.) ZC <tQ2 C ::E:O ......... W OLL. CI) o .. ma: 0 ZW W.... 0- ::I~ 0 :::>>0:: D:: :E<t (.)w 0- :Ed 6 ,6 6_,. 6 .-1 D / / 188,688 S.F. 4.33 ACRES I",., <C I- <C C LLI I- - CI) -I - > - (.) THIS DRAWING IS NSTRUMENT Of SEJMCE N<<> SHALl RENAlN THE PROPERTY Of THE ENGINEER, AND S NOT BE REPRODUCED, PUBl.JSHED OR USED IN AN'( WAY WITHOIJT THE CONSENT (,r EN HEm, <t)COPYRIGHT 2004 NOT PUBUSHED ,~? Pr1~~IN~;':~,r~LCULATIONS: ~ 1.'. ~ ~,".~ :.. 182 " 1 PARKING SPACE PER ROOM 183 ROOMS MAX. = 183 PARKING SPACES REOUIRED ROOMS PROPOSED = 182 PARKING SPACES PROVIDED .~ .' ':l 1 ", ;..; '\i ::[ : i~ 'j b" ',." !,... , :l , ,of>.; " . '~. , ., . ,~ t.: .~ ! ~ I:' ( \.~ j I...r~ t_, . . i.2 ~,~~-) t., _,,' oc ,pJ , 2005 RAMANUJACHARI KAHHAN, P.E. #38688 I op, ~ OF THESE PlANSAAE NOT VAUD UNL.ES~ 'OM, )SSED WITH THE SIGNING ENGINEER'S SEAl. ., -.." C1.1 "8.W.F.W.M.D. I EROSION CONTROL NOTES 1. 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 BOTIOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PLAN, lAND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. I 2. 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. I 3. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITIONS OR BEITER. I 4. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE COMPACTED TO 90% OF MAX DENSITY AND STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT ITHE STORMWATER BASIN. I I EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES, BERMS, I 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 ANY 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 ITHE ENGINEER BEFORE INSTALLATION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE ~9~ .SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRNN 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. I 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: FILL 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 UNSTABllIZED STOCKPILE, REMAIN AFTER THIRTY (30) CALENDAR DAYS. I 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. I 7. REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILUREI TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT1 ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-4 & 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A OFFENSE. FILTER MEDIUM SPECIFICATIONS 1. THE FILTER SAND SHALL BE HARMON BROTHERS 20/55, OR APPROVED EQUAL, APPROVED BY THE ENGINEER, AND MEET CURRENT SWFWMD AND D.E.P. RULES. THE FILTER SAND MUST BE WASHED (LESS THAN ONE PERCENT SILT, CLAY AND ORGANIC MATIER) AND HAVE AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MILLIMETERS IN DIAMETER; AN UNIFORMITY COEFFICIENT OF 1.5 OR GREATER, AND A PERMEABILITY RATE OF 0.125 CM/SEC. lOR GREATER. IF THE PERMEABILITY RATE OF THE FILTER SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED PRIOR TO PURCHASE AND/OR DELIVERY TO THE JOB SITE. 'U 2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO ASTM D 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMETER PERFORATIONS PER LINEAR FOOT OF PIPE AND BE ON THE BOTIOM 135' OF THE PIPE. 3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS. 4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA. 5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM. TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY SHALL BE INCLUDED IN THE AS-BUILT SUBMITIAL, FROM THE CONTRACTOR. .. t ! . ~ . ,'; l l. f''Yl11. II . j'll , , , tP 1 j ;. '~ll I, " ...! f I \ , , " " , , 1. ALL WAlER MArNS'SHAlt' HAVE IA. MINlfJWM' OF 136 INCHES' OF COVER. t,J. ~f(~..rQ..,..f)J","1 ii~" \1r.4~~I-. t \It 11 ~, I 2. ALL WATER SYSTE~, \,'-Y9RI$ ~1t*L: CGiNFQRM f WITH 'LOC~L REGVLATORY STANDARDS AND SPECIFICATIONS. "I' II' "V' "", , '\"," " I ) r ...,. ~.... j .' 1 , ~ 3. ALL DUCTILE IRON'( PIPElISHALL 'BE CtASS 52 IN ACCORDANCE: WITH ANSI A 21.50 (AWWA C 150) AND A~SI \~ ~ 1.31 (oA,WWA C 151) AND PIPE, SHAtL RECEIVE EXTERIOR BITUMINqUS'.COATI"lq IN ~RDANCE WITH,jANSI A Zl.6, 1 21.8 OR A 21.51' AND SHALL BE MORTAR LINED;' STANDARD THICKNE~S, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). , 4. ALL FITIlNGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE WITH AWWA C-ll0 WITH A PRESSURE RATING OF 350 PSI. .JOINTS SHALL BE MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-lll. FITIlNGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04. 5. ALL PVC WATER MAINS 4" TH~QUGH 12" SHALL BE IN AC,CORDANCE WITH AWWA C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SD~ 18 IN ACCORDANCE WITH ASTM D-2241. 6. WATE~ MNN PIPII'l~ ~5 l4ESS JH~ '4" SH~~L 'BE PER Aim!. D2241-89. , I , "*. 7. ALL FITIlNGS 2" AND SMALLF;R SHALL. .BE; SCHED,l;JLE 40-.fil:VC, WITH SO~V{:NT WE;LDf;D SLEEV~ TYPE JOINT~, t \, . l 8. ALL GATE VALVES 2"' OR LARGER SHALL BE REsiLIENT' SEAT' OR' RESILIENT WEDGE MEETING THE REQUIREMENl'S OF AWWA,C509.'I/r' ^, ". I' I 9. ALL FIRE HYDRANTS 'SHAl:.l MEET THE IR~QUIREMENTS IOF AWWA C502 AND SHALL BE APPR9-,:D BY THE, L~~~ ~TJ~~ AN~ FIRE MARSHALL. 10. THE CONTRACTOR IS~TO INSTALl.! TEMPORARY BlOW~0FFS All THE END OF WATER SERVICE LATEIV4;.5 IQf ,^?S\i.lRE AOECilUATEi' ~lUSHING AND DISINFECTION. 11. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE iWlmUH8,;U)CAL -REGlllUAT{)R'f AGENCY, C0DES: . ,:; '~j i~fI .,. j J. '. ~ r I i 12. THE IRRIGATION SYSTEM, SHALL. HAVE ,COLOR PIPING AND LABELING ON THE r PIPE TO INSURI!: DIFfTERENTFAT10N FROM IPOTABt:!21 WATER PIPING.lt , , , r ' T!lf t \ t ! l' J' I ", t' /, I'''' \,-l , . I ALL COMPONENTS Of. THE WATER SYSTEM, INCLUDING FITIlNGS, HYDRANTS, CONNECTION, AND VALVES SHALL REMAIN, UNCOVERED UNTIL PROPER:"'Y PRESSURE TESTED AND ACCEPlED 'sY' THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE WITH W~TER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER ~ND ,WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS; 2. NEW WATER MAI"'~~ :r.. :~~" I , AFTER COMPLETION qr IN~TA,.LLATJON OF NEW \WAIER MA!NS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYS;EM STANDARDS AND SPECIFlc,A:t:'dNS.' C0r1JTRACTbR 1m PEHF'ORM CHLORINATION. SAMPLING OF N~' WAI~ ~M~~~.~ ,SHAl~, ~oNm~ WITji~/9U!'J1Y PUBtlC JIEf\LTH UNIT REQUIREMENTS AND 'RESU~TS FO~WARDE;D! TO THE ENG'NEER. LINDER NO CIRCUMSTANCES , \ .. , I ~, ~ SHALL A NEW WAT~R. ~~S1~~,\;85 J,'LA9ED INTO SfRVICE UNTl:., C~TI,FICAT;ON BY ,THE ENGIN~ER HAS BE~~ gR~P~fTED, 1-NQ, A RELEASE )FROM COUNTY"I?\JB.1,.IG ,HEALTH UNIT HAS BEEN ISSUED. !., , ',\ I,.' Jl' , ,l ' ,', I , , \1 ''''''l\" . J 'I 1'/ \ ~ Ul I j I f'lt .... , t W A TER/~EWER C?LEARANCE )JEQU'REMENTS 'I I ' \ I t 'I ,1'\.... VERTICAL CLeARANCE AT CROSSINGS: GRAVITY SEWERS OR FORCE MAINS CROSS!N'G uNDtR WATER 'MAINS SHALL"f3~ LAID TO A MINIMUM VERTICAL DISTANCI: OF 18 INCHES\'BE1wEEN 1'HE INVE~T OF THE 'UPPER 'PIPE AND THE CROWN OF'THE LOWER PIPE. THE CRGSSiNG SHALL BE ARRANGED SO THAT THE SEWER JOINTS.. AtlJD ,\fATE~ JOINTS WILL BE EQUiDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN' '0 nET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATlO~ ~ANNOT Bf. MAl NTtLl';l ED. ,WATER IMNN SliALL B~ CONSTRU<;:lEp, tW1T,H DYCTI\L~ IRON PIPE MINIMU~ OP'10 FE!:. I ON EITHER SIDE '0/ THE CROSSING. ' .,~ . .I ~ _ 1 Ir I 4 (I I if' ~~ 1" . (fl.j '\ . r~ 'I. I' I rll. '1 f \ 11, A) GRAVI~ SEWERS ,SIiIAW,BE.,INST.ALLED AT.rLHASJ 10 fEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WAJER, ~~'N. TI;lj:: ,ql~T(~NCr; SHAI-L MEf.?URW fROM EDGE TO EDGE. IN, CASES WHERE, It ~~" \10T' ~~C1iCAL '1Q .M~\NTAIN >)A l,O-FT ~EP~RArION, THE WATERMAIN SHALL ...~ INST'ALLtD'IN A' SEP1<~TE',ltRENCH OR" ON 'AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE. SEWER AND ~T AN ELEVATION 19 THAT THE BOTIOM OF THE W~TER MAIN, IS AT,,:,l.fAsT~' e "INGHES ~;a.QVE t'~E; .1;OP.t .DF Tt-lE SEWER\ ,'AND THE WATER AND SEWER JOINTS ~IiALt"B~ 'STAGGERe!j~" l~J' t 'hJ.~ ,\\ ( 'n < I ' 1 \ ~!' B) FORCE MAINS SHAW BE:,tNSlAlLED AT tEASTl;10,'FT. HORIZONTALLY FROM' ANY EXISTING OR PROPOSED WATER MAIN.,i~',1i1W r:~'''' ~', ~)~,I ,\"F' " I '-1 ~~./ GRADING AND DRAINAGE NOTES , I r t ~ \ ~ 1 . \ 1. ALL DELhERIOUS' SUBSTA~C~ ~#lliIAL.~~ti:f \1u~U:',\prAr.,~~ltRiEb" DE:~Ris)~ IS TO BE EXCAVATED IN A~90RDANCE WITH ,THESE PLANS, OR AS DIRECT,ED BY THE OWNER'S ENGINEER, DR OWNER'~ ,SOILlWSTIN~(,COMPANI~]' DELETERIOUS ,MATERIAL IS TO B~ STOCKPIlED ~OR REM~ED FRO~J TI;lE;' SIlt .AS ,DIR~C1;ED BY THE pWNER. EXCAVATED AREAS ARt ,TOp8E, CKFILLED WITH I;\PPROV~I) r MNJ;:RIALS AND ' COMPAC~ED AS SH~W~ B~' TH~ %. ri-A~S. ,', ': I' ,'" ' " 2. THE CONTRACTOR- SMAl:.Llf3E:, 'RESPONSIBLE'IFQR ,PROTEOTlNG EXCAVATtNG AGAINST COLLAPSE AND WILL pkOV'DE BRACING, SHEETING. OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEI"lG PLACED. DEWATERING SHALl. BE USED AS REQUIRED. ,. J I 3. ALL STORM SEWER PIP!! SHAll:' 'BE"REINI''ORCED CONCRETE CLASS N (ASTM C-76) UNLESS OTHERWISE' NOTED" 6N PUNS. ' , ," , , t "~I ,( r(",'":.,',. l,l"".. '~f,H('\: Ll~ .'? f I.~ . ! 4. ~~E~l(~~M PIPE. J2~ .A"ID SM~F.R, SH~L~+ ?P'tlf~R~ TO ~~B,.3? UNLESS Qni~RWISE ll~ t ,J \ l'L I r .~l.... I r I t j I II 1:< h _ I I \ , ,I I 5. ALL DRAINAGE STRUCWRE;' GRNES: AND COVERS wm':IN, TRAFFIC AREAS SHAlL BE I" TRAFFIC RATED FOR ,H-?O~!:.OADiNGS.. " : I' 'I ,I I " , (. .. ~ .. rt.\ \ I 1 J 6. THE CONTRACTOR IS TO SOD ,THE, RETENTION/DETENTION POND BANK AS INDICATED ON PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE' 'N~ACCbROANCE 'WITIi Tl-ft;; LOCAL REGULATORY AGENCY. 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATlON(S) OF THE: .STq~M fPIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PI~ES'. FOR WATER 'TIGHT 'A'ND SMOOTH Frt-;ISH! (t'f ' ~ .'" t~ ; 1 j.l( (.; ~,,,,,,,' j -"It I 1'11' 'I' PAYING, GRADiNG,. DRAINAGE TESTiNG AND 'N8P~CYiON REQUIREMENTS t. I ~ I J r ... \ "'.,J :: I ) I, J ',. I i I r,~ II . , t l , I '1'1 J f l t, I I I 1. THE STORM DRAINAG~ PIPING' AND ,F1LT~TION SYSTEM SHAub ,BE SUBJECT TO A VISUAL INSPECTION "BY THE OWNER'S ENGINEE!? PRiOR TO THt: PLACEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL ~AINTAIN THE STORM DRAINAGE; SYSTEMS UNTIL F.INAL ACCEPTANCE OF THE PROJECT. 'I' , " 1 . I I ( 3. THE CONTRACTOR IS RESI?ONSIBl.!Ei FOR!COORDINATING THE APPLJCABL'E TESTING'" " WITH THE SOILS ENGINIiER." TESTS WILE BEiREC,l.lIRED'RURSUAN'7' WITH THE TESTING, SCHEDULE FOUND/'N' THE' ENGIl\(EERll'Iq CONSTRl!JOTION DRAWINGS.', UPON COMPLElrION OF THE' Wt'>RKnTHE SOILS ENGINEERf'MUST SUBMlr CER;f'IFICATICNS TO , THE OWNER'S ENGIN~tR-'STATING THAT ALL: REQUIRE:MENTS' HAVE 8EEN ~ET! . / . II 1\.... . ~ 1 ~ ....,. ~]i 1'\' ~ ~ . j \'1 J '/ t ., I II; _.\Ii,{~'-'1i\ r .)lJ~1 .) r~.. ~p ~...~\ t l~"~ ~J t~ II NOTE TQ'CONTRACT~ml:J>\/.[t"J'" ~ .~:n~" l,~ THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION~ BASIN(S': C'ONl'R'Of.. ~'STRUCTU~E(S), INLETS & PIPES -WITH TOP & BanOM ELEVATIONS, iNVERTS & DIMENSIOt;.llNG OF SlLOJ\.&: BAFFLE. .lpC~Tl0NS ON. All L1TILll'IES INCLUDING THE SAN1TA~Yr)jSEWfER AND',WATER, PIPING. ,'n-lC 1 'r 1 CONTRACTOR SHALL PRPy,iDE fIWO CO~IE~, OF;,.THE, CE.RTIFIED RECORD DRAWINGS 'f0 'THE' ENGINEER~ ,', . I f 'I", ,'''' II 'I , THE AFOREMENTIOt;.lED ".R'~qORO' PR~MNGI)SHAL:t! BE:'sCfF'fIC1ENT \', ENOUGH IN DETAIL tb BE .t\ctEPtABlE BY AGENCIES HAVING JURISDICTION. ' I t, " ;l. r .;f ,ff". 1 .... r If It I" , ll~:(< I.Ij I ,it ; " I ~ \ ~...rJ~~t..jU it: I I \ \ (',f ( I \ , , , , ... ., ...' WI'" '"\ ",-,.. I , ") .., ~ TP" ~;J{: }. ~~ fll ~~~, I, '... ... ~".~f-"..1" t"!" It~, .101<...' 1'-\. r ....1 ~ ~ { t J ~ \ (' 1 q; ~ r Q /~ '~ PI~LlS::'CbUN1'Y'~~~Ht Q~~.Y(~X, NOTES - , 1j' ,iP! 11) '\J;fl fI./dl ~"J~ 1: ''flit 1 "ALL PROPOSED WORK 'MUST COMPLY 'WITH FOOT INDEX NO. 700, ~. IALI..: ~,O'W", INSTALLATIONS WILL.! lBE IN ACCORDANCE WITH PRACTICES REFERENCED , IN~>THE STATE;: OF FLORIDA UTILlJIF;S:'~COMMODATlONS MANUAL 3. A~LI D,~lqN"~N~ .CON~rR~.cTlON~'Most,CONFORM TO THE MINIMUM STANDARDS SET, POWN ,~ PINEL\AS ,C.OUNTY LANQ _DEVELOPMENT, ZONING AND/OR RELATED ORDINANCES, AND 'K(IN'IMUM TESTING) FREQUENCY REQUIREMENTS. 4.~ SIGNS ~~ND Bl\RRICADES TO BE ACCORDING TO FOOT MANUAL OF SAFE PRACTICES; REFERENCE FOOT INDEXES 600 THRU 650. 5. INSTAUATION INVO.LVING ,CONCRETE AND ,A':;PHALT DRIVEWAY, IN GOOD CONDITION MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JEITING IS ALLOWED. ~ 1 .. .. 6. C;;OMPACTI9N FOR ~IPE BACKFIL~ SHALL COMPLY WIlH MSHTO T-99(100%). 7. DISTURBED' AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 8. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT. SHALL BE REPAIRbD AT, CONTRACTOR EXPENS~, IN A, MANNER SPECIFIED BY PINELLAS COUNTY HIGHWAY DEPARTME;NJ. ~, 1 oJ \ , ~.' ~ ... r J 9. 'SAFE"PEDESTRIAN TRAFFIC'lS TO"BE MAINTAINED AT ALL TIMES. II ( . " 1\ 10. ANY SID~ALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED. , 'SIDEWALKS' ARE rd' BE RECONSTRUCtED WITHIN THREE(3) DAYS AFTER REMOVAL. WHEN 'EXISTING SIDEWALK, IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. ,Y,., \ II t l 'J ~l }...; ,I J .. " 11. NO ST~CKING Of" MATERIAL tiN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS WILL,. BE REMOVED FROM TH[: JOB SirE DAILY. ROADS AND SIDEWALKS ARE TO BE SWI;:PT DAILY .AS' PART OF lJAIL)' CLEAN-UP. 'I 1.,. . r ll" II I ., ttr I . ( 12. SAW CUT' ~ISTING EOOE.f-.QIf-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCT10N. 13. DISrortSEif AkEA WITHIN THE RIGHT' OF WAY WILL BE COMPACTED TO 100% OF MAXIMUM ,DE~~I17 IA.,ND SS)opED~" 'I /.~ ,~ I "f".;..(\ \ 'f; I .......10.. ~II '\ ~ 1 14. I OO~ NOT DISNRBED ExIST,IN,G UNDERD~NN OR STORM SYSTEMS. IF FILTRATION BED IS , DISJI,lRBf:O, 1 CONTACT TH,E 1REA INSPECTOR WIlH THE PINELLAS COUNTY HIGHWAY DEPARTMENT t-AT 464-8'900 fOR ASSISTANCE. j I _ '.. ~ \ r 'I ttl~-j . , ~ I .. .). I" .1 " . ". . : . ~ 11\ t '- I WORt( IN FDOTi"',IG~tT8-0F-W~Y . 'I i . .1 1.:' DRIVEWA'( ~TO BE. CONSTRUCTED, TO FDOT INDEX 700. 2. EROSION CONTROl,: AND SHOULD~R SODDING SHALL CONFORM TO FOOT INDEX #104 & 105. " \ \; , ' I, \ ~ I J l 32 GUARDRAltS SHALL CONFORM TO fOOT INDEX #400. , 4. ALL STRIPING SHALL BE, l;.EAD FREE NP>N-SOLVENT BASED THERMOPLASTIC AND MEET , ACCOROIN,.G"TO THEt FOOT SPECIFICATION SECTION 711 !5.' :' MFlECT1v.~ ~'PAvE:ME-Ni-t~~~KER"S SHALL j MEET THE REQUIREMENTS OF FOOT SPECIFICA~ION~ ~ECfFON 706. I 6. I, AL~ SlGN~ 'f WITHI~' mOT RIGHT:':''6'F -WAY' SHALL MEET THE REQUIREMENTS OF FOOT SPEC(IFICATlONS S~'.GTlON 700. ^' 7. 'REfLECTNk" PAVE'~EN{ MARKER~ 'SI-fALL BE PLACED IN ACCORDANCE WITH FOOT STANQARD' IJ!.IDEX NO. 17352. I, , 1 ~ , 1 ,. > ~ ~ . r i. "I ~ll 1 ...... ..., leI l' l I ~ 8, \fSTRIPING WITHIN tbOT RIGHT ......OF-WA? SHALL BE PLACED IN ACCORDANCE WITH Fq9T \~TAND{'RD INDEX NO. 17346, [I I I ~ ~ ( I , 9. SIGN~ WITHIN FOOT RIGHT -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH , ~,~DOT ST~NbARD'IINDEX N:O. 11860 (\NO, SHALL BE PLACED IN ACCORDANCE WITH t'ooT STANDARD INDEX NO. 11302.1 , f I I \ 1 I I 10. SIG'NING AND STRIPING WITHIN FOOr RIGHT -OF -WAY SHALL BE IN ACCORDANCE V(ITH'THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). 'J 11. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION RIGHT~OP-WAY. SHALL CONFORM TO: " ' , .. J, A:)" FLORIDA ;QE:PARTMENT!ClF lifRANSPORTATlON STANDARD SPECIFICATIONS' ':' FOR ~bAO AND' BRIDGE CONStRUCTION (2000), (aka: STANDARD SPECS). ~ l 't 4 t". \' I'. ~ ( 'I B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC '. DE-$IGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS 0\ ON THE' STAtE HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 2000),(ENGLlSH UNITS) ,1(ciJ5a: STANDARD INDEX), COMPLIANCE WITH ALL APPLICABLE INDICES IS , br:'QYIRED. "I ,t!;~ ~ ,Jl r \,.A ( f J,lj f... I. ..' > e:) tLO~IDA DEPARpA~.NT; OF TRANSPORTATION ROADWAY PlANS PREPARATION '"'" MANUAL;' VOLUME I, CHAPTER 2 & 25. . ,l 'D'.~I 'FL..QRIDA DEf1ARTM~tH OF tRANSPORTATION flEXIBLE PAVEMENT DESIGN " , I MAf'lUAL-FOR :NEll', CONSTRUCTION AND PAVEMENT REHABILITATION (JANUARY, 2000) 12:UaE'FORt.'CONSTRUCtl(>N~iJS I Td BEGiN, .':r.HE APPLICANT SHALL DELIVER TO THE 'PEPARTMENI.,PROPP'OF. ,IN~URANCE'VERIFYING THAT T:HE APPLICANT OR 'T!:iE/ARPlIOA,NT'S CONTRAGTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE POl:..IC'( .IN ACCORDANCE IW:TH THE REQUIREMENTS OF FLORIDA ADMINISTRATIVE CODE CHARTER 14-96.007(5)(C)6. 13. APPLlcANT MUST NOTIFY THE FLORIDA DEPT. OF TRANSPORTATION - LOCAL ~AINTENANCE OFFICE (48) 'HOURS IN ADVANCE OF STARTING PROPOSED WORK. ~Al.L. P!'~TLAS t.4~~.T.~,~~E; B.~,Bf.~NEIT, P.E. AT (727)570-5101 14. MAINTENANCE OF TRAFFIC fOR THE WORK TO BE PERFORMED WIl HIN THE FOOT RLGfj,~ ~OF -Wt1Y ~ T9,!:t!1 f F,>ERF9RMED, .IN ACCORDANCE WITH STANDARD INDEX 600 & 601. NO LANE CL()SURES ARE PERMITT~15 BETWEEN THE HOURS OF 5:00 AM AND 9:00 PM. U~LES~,.f,PPROVAl IS!\GRANTED .BY THE\LOCAL MAINTENANCE OFFICE. I I').. SANll'ARY'SEWER NOTES I, ~ I tV It ~l Iftll I 1 ~...' t \.. I I: I It 1. ALI~'SANITARY, SEWER'MAINS & LATERAL SHALL HAVE A MINIMUM OF .36 INCHES OF COVER. , , " ~ ~) ?I, ~ ,'4,.2_ \' ~ 11 "rot' ,':l\ "';....uJc 2. ALL "SANITARY 'SEWER'"W\lNS, & SERVICE'LATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTrON DRAWINGS. ' . f.l.. tl II." A r I II -I. 3. ALL SANiTARY;SEWER 'WORK _SHAL.,\,: ,CQNFORM WITH LOCAL REGULATORY STANDARDS ANI} ISPECIfi'!aAtloNS. ' \ ' '.1'; 4. PRIO~l r6 'CO~ME~CING WORK WHICH RE~UIRES CONNECTING NEW WORK TO EXISTING L1NE~ OR APPURT~N!\NCESf' TH~ CONTRACTOR SHALL VERIFY LOCATION AND , EL~","nON or 'EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY' CONPLiCIS OR DISCREPANCIES.; 5.1 PVCI PIPE: AND FITILNGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-:3934~17C, MAl SDR"35:1 ,'NSTAJ.;.LATIQN Of, SDR 35 PIPE SHALL BE IN STRICT ACCORDANC~, WITH Tt/;Il;:r REQl;IIREM~JS OF ASTM SPECIFICATION SECTION D2.321. ALL SANlTARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR. { I I r (' ~. f'. ( '\ ~ J t I ., t I 1.' j t \ 6. ALL., ,RYC,\~OR~E \~AINS SHA4L BE CLASS 200, SDR 21, COLOR GREEN, WITH A GREEN MAGNtTlC TAPE A MINIMUM OF 2"' WIDE, PLACED 1 FOOT BELOW THE I PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ "FORCEv'AllII. "I , 7. ALL DYCT:LE,IRO~, P)![~ SHALL, ~~7Sl.ASS/,~2 IN ACCORDANCE WITH ~NSI A 21.50 (AWWA,C 150)i'AND~~I.A21.51':(A'MvA~C 151). DUCTILE IRON PIPE SHALL' RECEIV~ ,iNT-tRIOR AND -EXTERIOR Srr'UMINOUS COATING IN ACCORDANCE WITH ANSI A ,21:6, A 2118, OR A 21.51: ' 8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT REQUIRe!'D.I.P. ARE"TO BE POLYLINED OR EPOXY LINED. ,{,l,....,. \ ,.... 1(' , 9, ALL S~~!r~ SEWE~ ~OYERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. ,,' J '~I " ~ 1'(" . 1:,t iI. ! I~' \ . SANlT AflV; ,;~~"ER I l~_l'NG Artg INSPECTION REQUIREMENTS I ' . l"'\j.i~_' \ ! r _r..\..... -Liw 1,}!...~1'1 .J" 1. All G~ITY SEWER -IP'IPltlJG SHALL BE SUBJECT TO A TELEVISION INSPECTION BY :. THE: W/t.)ER'S 'bdNtRAtl'OR.; CONTRAcTOR"'rO NOTIFY THE ENGINEER 48 HOURS IN AdVANCE TO' SCHE:DULE 'INSPECTldN~1 ">" t' jrl_~ J'" ~ ( I'J. . 2. THE:':CONTRACT'OR SHALL PE:RFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED/IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION I ~AXI~~tJ, ALLOWABLE L,EAKAql;:. RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE. I E~T RESULTS ARE TO B~ Sl)BMlillD TO THE REGULATORY AGENCY FOR APPROVAL. COORDINATION ANI;) N~TIFI~AT(ON or AhL P1ARTlES IS THE CONTRACTOR'S' RESPONs:aILlTY. "I :'~II",,~ -); ~.' ' 3. 'A~t.:.' FORCE' MAINS S~At~' B~ SUI;lJ~CT TO. 'A HYDROSTATIC PRESSURE TEST IN ACCOROAN'CE WITH'~THE..R(~OLATORY.::AGE~CY HAVING JURISDICTION. SAID 'TESTS ARE: TO BE cREArt6 BY' THE ENGINEER' OF RECORD AND SUBMITIED TO THE: REGrnATORY ~~f:NCY,'FORi APPROVAl. 1 'COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. ~..."'I 1: t,"{,!]~' ~""'. ..:\..~ ," ~'~ ... ." f; ! . { 1 : l:.lo.. .) II" ~ \ ~ l' f f I ~ ~ I :' .J. , , oi' ., it I" I \ " I I i' . , ,', PAYING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATIERN 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 1\ND ANY STRUCTURE. , , 3. ALL PAVE~ENT MARKINGS SHALL BE MADE WITH TRAFFIO 'PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKlblG, STAtL 'STRIPING' TO BE 4" WIDE PAINTED WHITE STRIPES. I ) I , , "., . , 4, THE CONTRACTOR IS TO INSTALL EXTRA BASf: 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. ' . " ' . I , l. I , ( ,... " ' t " . t "" I CONTRACTOR'S RESPONSIBILITY NOTE , \ . 4 " (, IT IS THE CONTRACTOR'S RESPONSI13IL1TY TO PERFORM, A. :SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECI:^AREA:jJt-ICLUDI.NG BUlltDING(S) AND SI;rE )MMEqIATELY UPON OCCUPYING THE WORK AREA AND BY ~PHOTOGRAPHIC I AND WRITIEN COR~ESPONDENCE DETAILING ANY AREAS THAT ARE NOT IN A. FIRST CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON~CRACKED. NON~RUSTING, WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING' its SURROUNDING", WITH ~~ APPEARI~G FINISHES, AND OP~!ING ,.,s pRIGI'NAL4Y J)~lGNED o~: INTENDED TO OPERATE) WHICH WILL REMAIN, IN THEIR PRESEN:F CONDITIO~ AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER' A COMPLETE PROJECT IN FIRST _ CLASS aONDITION, MEE'TlNGr INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT ~E 'ENTIR~ P'ROJECT AREA BUIl,DING($) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTlCULJ\R AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITIEN 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 AND/OR THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT AREA WAS NOT SPECIFICALLY CAlLED OUT TO BE A PART OF THE' CONSTRUCTION, THE CONTRACTO~ 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 PARr OF'THESE DOCUMENTS, A SITE SURVEY AND/OR 'SITE 'DATA, WHEN PROVIDED, ANb AN'( ADDITIONAL INFORMATION THAT MAY BE PROVlDE~ ARE: FOR INfORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY FOR THEIR . . .. . I t! I I...,'" '" r PREPARATION, COMPLETENESS NOR ACCURATENESS AtJD rH~, ~ON~RA,GTOR IS FULLY RESPONSIBLE WHEN USING SAID SOl,JRCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATJON, O~ .UNDERGRQUND SERVICES, INCLUDING BUT NOT LIMITED 10: WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES' FIRE ALARM SYSTEM CABLES CONTROL WIRING SYSTEMS , , SANITARY SEWER NATURAL ~D LP GAS LINES i ", Re,CLAIMED WATER SUPPLY TN: CABL!ES,", · TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INClUDrNG INSULATION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNILESS OTHER MEANS ARE APPROVED BY ARCHITEct 'AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPLACE OR REPNR. PER'SPECIFICATIONS, ANY AND ALl..: DAMAGED'l:JNDERGROUND SERVICES AS L1STED',ABO)lE AT' N0' ADDITIONAL ' cost TO THE OWNER. , I, .' I' " . , >' ' ".t t' ~ ... .. j ,'I I I I' J"," ,::- .--' i , . I " . . 'I 'j "I' I , ,1 1. TRENCH EXCAVATION - INCLUDE OSHA SJANDARD 29 CrR, SECTION ,l926.6,5P. SUBPART, Pi, WHIGH IS NOW A P.~T OF LAWS OF FLORIDA CHAPTER 90-96. ~'It, , - THE CONTRACTOR SHALL PROVIDE WRITIEN ASSURANce oF-I fCOMPLIANeE WITH THIS LAW. -, A S~~~fV\T~ COS,T ITEM IDENTIFYING' TfiE COST' 'OF' COMPL!A~cE;." I - A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPRbVED BY THE ENGINEER. I , 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PLAC,E; AS PART OF THE FIRST PHASE OF CONS~RUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACtbR TO ACCOMMbD),TE' POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODINGI OF iTHE ADJACENT" I '" , PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE ,TO HIS' WORK. ,WILL BE , I THE SOLE RESPONSIBILITY OF THE CONTRACTOR ' I~ I' , , , , 3. THE USE OF ELECTRONICALLY STORED DATA IS INtEND~D' F'bR "iNfORMATIONAL PURPOSES ONLY AND NOT TO BE USE FOR CONSTRUCTION. CONTRACTOR, MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY 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 ;rHE CONTRj\9TOR'S RESPONSIBILITY TO MAINTAIN THESE l;REE,S IN, 'GOOD. CONDITION. NO TR~ES. SHOWN TO REMAIN SHALL BE REMOVED WITHoUT WRItTEN A~PROVAL FROM THE OWNER AND E:NGINEER. ' , 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TES1JNG "REPORT. COPIES' (iF' 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 <;:OMPANY. , ' 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 CONSTRl!CTIOt)l. H j~f~ ,y 11 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 PURPOSED, UNLESS OTHERWISE DIRECTED BY THE OWNER. 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SfiJ.'l!- BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY "GRADING BY HAND" IS PERMITIED WITHIN THE CANOPY LINE, OF TREES THAT 'ARE TO REMAII~. 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 DISCONN~CT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. I . I: .. . 1 ,.{ ~) . \y" - . ~ ) t " 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPEcnON OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAl: OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT< ,WIlt..: NOt BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PlANS. THE CONTRACTOR SHALL BE RESPQNSIBLE FOR CALLING THE OWNER AND REQUESTING A CLARIFlGATJON OF THE PLANS PRIOR TO DEMOLrTlON.' " , , ' , . " \ ,jl t', . ' .,j 9. DURING CONSTRUCTION, ALL SIORM SEWEJ~ INlf JS III III VICINI I, III IIIf PROJECT SHALL BE PROTECTED BY SEDIMEN T TRAPS suell AS SECURED HA I 8AL~ S SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS 10. ALL EROSION AND SILTATION CONTROL METHODS SHAll Bf:. IMPLEMENTED PRIOR 10 THE START OF CONSTRUCTION AND MAINTAINED IINTII CONSTRUCTION IS COMPLRE 11. WHEN CONSTRUCTION IS COMPLETED, IHE REIENIION/OEIf:.NlION AREAS WILL BE RESHAPED. CLEANED OF SILT, MUD AND DEBRIS, ANI) 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 WFTI ANDS ~~ ,~ \0 \0 I"S. GENERAL CONSTRUCTION NOTES 1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING ,JURISDICTION OVER THE WORK 2. ALL ELEVATIONS ARE REFERENCED FROM NAIIONA' '..I O[)F 11r; VERTICAl DATUM 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, SIRUCIURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF PREPARATION OF THESE PLANS lHE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF Al L EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION 4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONTLlcrs AND DISCREPANCIES PRIOR TO CONSTRUCTION THE CONlRACTOR SHALL NOlIFY 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 NOlICE 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 IHE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING All UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSlRUCIION SAFETY SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINlfY OF POWER LINES AND OTHER UTILITIES, 7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE ANI' I ES I F D AND INSPECTED PRIOR TO BASE AND SURFACE CONSTRUCTION 8. IT IS THE CONTRACTOR'S RESPONSIBILllY TO BECOMf:. FAMILIAR WITH lHE 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 IHE OWNER'S ENGINEER, SHOP DRAWllo.JGS ON ALL PRECAST AND MANUFACTURED ITEMS WHICH RESULT FROM THIS WORt' 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 SUBMITIAI TO THE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCllON, IHE CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH 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 REPIACEMENI AT THE CONTRACTOR'S EXPENSE. 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUNO PIPES IN 6 lAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP or THE PIPE IN AREAS TO BE PAVED, BACKFILL SHALL BE COMPACTED TO 100 % MAXIMUM DENSITY ....S DETERMINED BY MSHTO T -99 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVf (,mFN( IH or AI I ~I'r;' 5,000 P.S.I. IN 28 DAYS, UNLESS OlHERWISE NOTED ) 13. ALL PRIVATE AND PUBLIC PROPERTY AFFECIED BY fHI WORI< SHALL BE RESlORED TO A CONDITION EQUAL TO OR BEITER THAN EXISflNG CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PLANS, ADDITIONAL COSTS ARE INCIDENTAL 10 OTHER CONSTRUCTION AND NO EXTRA COMPENSATION OS T() BE ALLOWED 14. ALL DISTURBED AREAS WHICH ARE NOT 10 BE SODDEO, ARE 10 BE Sf [DED AND MULCHED TO DOT STANDARDS, AND MAINTAINED UNTil A SATISFACTORY STAND OF GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE. BY THF REGULATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WIlH A PHOTOCOPY UF ALL COMPACTION 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 DEPARTMENT Of TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THF ENGINEERING CONSTRUCTION DRAWINGS. HAVE BEEN SATISFIED 16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVE [) PI ANS AND PERMITS AT THE CONSTRUCTION SITE 17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPUNENlS FOR CONSTRUCTION SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBI E FOR MEANS AND METHODS FUR CONSTRUCTION SITE SAFETY 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WAlE-RING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE AREAS UNTIL THE PROJECT IS COMPLtTED AND ACCEPTED AY THE OWNER 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENrs ARE CENlER TO CENTER OF STRUCTURES OR FITIlNGS PIPE MEASUREMENTS FOR MITERED END SECTIONS ARE TO END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW "AVE-MEW IS I() AI ADDEL> OR EXISTING PAVEMENT TO BE ELIMINATED 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE lOPS, WATER VAl VES, WATE.f~ METERS, ETC., 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 EMBANKMENT OF THE ROADWAY SHALL BE COMPACTED IN ACCORDANCE WITH F DOT "TANDARD SPECIFICATIONS. SECTION 125-8.3, LATEST EDITION 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION. "I ~ XCE SS OF 5 F EEl IN DEP I H SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEAIl/ I ADMINISTRA110N'S (OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C I R, ,1926.650, SUBPARl I' INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES 10 THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF LABOR AND EMPLOYMENl SECURITY (01 ES) 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNEClIONS 01 IHE UTILITIES WITH DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER. STORM SEWER, WATER LINES, FIRE LINES, ETC. TO 5' OUTSIDF OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT ELEVATIOto.lS 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, STATF, /INn lOCAl CODES ORDINANCES AND REQUIREMENTS 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN ^ WORKMANLIKE MANNER TO COMPLETE SATISFACTIONS OF THE ARCHITECT/ENGINEER IN Acr:ORDANCE WIlH THE BEST RECOGNIZED TRADE PRACTICES 26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WlllHJlll UlNSENr OF lHE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLF DFVIATlONS SHAll RECEIVF WRITIEN APPROVAL FROM THE ENGINEER 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT 10 SEPARAIE SUBMIlTAL( PERMITIING, DEVIATIONS SHALL RECEIVE WRITIEN APPROVAl mOM THF F: UlJ " J ... tij en. .~ .. EB #5936 " Z~t 000 -cou to- I . . ~" L- .....z r- .....2 ~ -A. o t-- '" A. ~A '^ -I Z xt .~:I: ~...u to- ~;: ,< ~'" co... · ':'z ... '" .. . ..... II!! .....~ to- -t Z ~ I ... t-- III ~- Z o ~ - > Z ... . 0 '" ,,~ ZIIIIft -1:1ft Z:)t-- Z"'= ...:~ "':::A A.ce~ 0=9 ZAU. .ZIi "'~III "'1- . >~ III~~ =I~ce~ ~..~Ift uO...m _~UIII I NES Comm.: 0463 I I Drawn By: B.J.V. I I .to. H.G. I Checked By: Issue Date: 11/03/04 Revisions: No. Date Descri tion C/) z- o - I- c:c (.) - LL. - (.) 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J ,/"!:' i1' " I r ~'",c,:,:",;' j , '0 ~' , \. '_..' J. _' '." , :,1-'h ~) .- ,~, i. . , , :"',' 1_~' CONC '1.'\ ,x G o"~,~, " , ~J~'" "bo j(-~' J, ~1_ ~ '., ,,-6 'L"; "'J\<j"1_ ~ ! 'I-' '\. '\ ,,1_' ~ , S ~ ~ ,1_~'....-_:"'j; //, " '\.'Y ", ,,,>,, 5 S'p^CES ~\. ;;: (,'\. ' '" ,") 2 HANDICAP SPACES t: ;.;::;. c)" , ,J I I I /, ",'0" ,I- ,":') ",'" ,"OJ ". SW^LE, ~.~ I ";1- ''!> ,;. ,Cl ~l\ I () ,I I' < , , -~, r. . .: {'~'''t. "-.>' ~, : o ,e;' ...,'0 ,1_ ",'" Q' '::', "< "'() , " ,,'"-J _ " ' '0'\ " , :"," 10,' 14.5 14.1 -- ~ofrR,I,- -- , J '0 'Y '" ,\'b ~ 114.7 ..''' r ' .' ~r' :JJ , , 0, ...., <:);.....'. ". I (V> " t....~ i rC ">' , Z at=' Fz Uw"-" '::>2 r::. I ~tJi n <J:: U) ,"' "! 'tS'.) <.) f-- U LLJ (1, a: -'~ 6 4~<t: to CLf.. Z 1") LduJ tD 0.. I- , 0:: Z a: 'Oo,w:.:;: ci '<-,^:i2:.-::;; ,,/ '\' BAY STREET (EX. 50' R.O. W.) 'to BE VACA TED &- RETAINED AS ACCESS EASEMENT 30' TO BE DEDICATED TO SUBJECT PROPERTY (8,362.5 S.F.) r !\J.';!I' ,~" ". II, -+ .,.~ .1 /" / 13.0 + ./ NEW 6- PVC DR 18 F. )36- . MIN. COVER 13.7 ----- ,,>Cl '\, I' COMFOR'P SUITES 4-S'IDRY 55 ROOMS ~I ~I ,"" y/) ~ If) f <'...') -,I NEW 4- PVC DR 14 F. / J6- MIN. CO~ I I \ \ \ " " ,," ,":> 0:: uJ I- Z 14.95 u... 0-0+- w"i ~- -- <.:) "to< D '\j.bo w'\o" ", :') ~~ 'OOj ",'0 'O~o '\' \'" '0") ">' , " \3 " uS0 e\Z ,," , ); "> ' 1_0 '10;, A.sP H DRIVf ~o 1_1- ~ '\.0,<:>":> 1- o'>j' ('J % ~"J ~lE- " eO sri " " o.\Zu 9' v ...,"\ .?->,'b' ',. 14.95 L-mvRY , C'ONF1!.RBNCB ROOMS: bo'b t \:,'0 ~ '\' 0' ~ '~51i'H .; ~ACCEl, LANE i I ,.NEW. 4*,'''VC I DatI-iv. ~ ;i 36" MIN.rCOVER I ~ ' "'~l~,' I I 1 L STRM 582_ , ~' ~ ~,"' ~' ~ ! S1RfJ..,12,6" i 'I , .. ,a , ~ ,~ i 'I! :1 I 't,.\) u) . " ... ~ i, I I i ,\ I , .', \ ,,-,------ " -.-rT~ . , --------- --- -- ----~---- ------._--~-~-- ~----~ ----- v ---4'RAlSEO-CONC:-isLAf>JTj----------------------- '~"-------------------------________ . , ' ------- t " \ . ----r-"---____.... I ~ : ----t--~_ ~ I I -----__': " , : -I----.. I . .' '. ~-- i " ------_._---~-----~--~------- --------- ,. ~ .... \ ' ,~ . ,', " -.. ---- -------- ----------- - -----------~---. fJ :i ~ , i II !: ~ ~ ~ I,' \ : . - ~.' ~';. . ',' ... ..1 +j-.. ~'. I . " ' I' i ,I '1 ' I , I '/ , I , l I ~ , .. " , f ) , :'-~. / i ;' ; " (' . t _:'. ,~.' i i ~ i i.,. ,{"II;:. I 'I, I /' , , , 1 ", i I 1\ I ' i I " I I j 1 " I , .. . l~ t .. ; i 'I "I I ! I i' r.' r' } . i 'I . ',1 'I'; '. I 1 I I ,I , , " ,: . lof. -! ~ ' ; ,I' ,., ... ~', ~') . . ~ I ~ ':'.0/'" ..tt . t.' '.' '( , i or<' .',j"('. 'S ~ "",," !!IF::::> I NLET ~ ~ ~ VI ~ Z 01- F=z OW ::>:2 g: ~ :;: VJ<r to ZW o <.) oij CL ...JZ n <( <t: rn ::> Z r-- ti ~ to [Lz rY. 4: a: ~:2 2. 174' 0,'" ~' ")'" '\ ":> ,\'Y ~ ~ ~ v 1~'-:~~~ NOTES: 1. WHERE UNDERGROUND WA TER MAINS AND HYDRANTS ARE TO BE INSTALLED, THEY SHALL BE INSTALLED, COMPLETED, AND IN SERVICE PRIOR TO CONSTRUCTION AS PER NFPA 241, 2. THIS DRC REVIEW BY FIRE IS NOT AN APPROVAL OR REVIEW OF ANY CONSTRUCTION PLANS OR DOCUMENTS OTHER THAN SITE WaR/( r ..:. i' ~ ~~ 4. n ~ ... ~ (~ ~( .,.. ~\- .~ ~ :.,V'~ ~ ~ a ~ ~ a a ~ I ~, ~I ~ ~' ~ ~ o ~ 1/, l.1 J , ! r~'; t " > fr, : ~. : ... tIl ", , ~ ~ .\f:J .. EB #5936 " z ;t~ 52 00 ... ,~ . ~" ... ~! ~ -6. O .....V\ I'4JO Do t:: z Z xi . .x ~ ... '" ... ~... ~... Cll)V\ . I'4J "'z . .. If\.. ~ <If =!! " <If. ... ~~ Z 1'4J. III ..... ... t - z o " > Z III o If\ ~ "'11\ CII\ :)..... V\= .. .... =a It It "'0 v\.. 0'" Z .. .m ..... .... . >~ ..... :I It .. "'. >- ,..... 0.. \I ~'" . " i z z . .. Do ~ Z . .. I NES Comm.: 0463 I I Drawn By: B.J.V. I , I Checked By: H.G. I / o 2 2005 SCALE. 1..30' 30 o 11 30 80 z :3 0- W ... - CI) CI) W - I- - .....I - I- :::) 5 / (I) w I- - ::;:) (I) I- 0:: o LL. :E o (.) c w (I) o D- O 0:: D- 11/02/04 Descri tion PER. CllY ~ ~ o ..... U- ..... ::::>> C) c<c ZC <CO2 :CO .......... Ou- o .. ~o:: ZW W..... .....< .....3: ::::>>0:: :i<C (.)W :E~ THISDRAWI~ ENGINEER. ",., THE CONSENT ., , 1;1'. C5.1 ~ a. ~ ~ o a. E CD ~ <' ~ "- o (0 S2- u o \l) o or- - CD .., c: 01 'in CD o ::E <( o <? or- <? or- or- \l) o o N -- "- or- -- or- cii ~ ~ !!l S CD o ::::::. 11l CD - '5 en t: S E 8 - , M (0 ~ 9 11l Y .[ a.. o <( u o - :J <( ~ o ~ 11l CD ii: Y 'e- a. "0 g - :J lU -c: CD c: CD 11l t# I ~~,~X2_1/2'Xl/2' 4'xJ/8" ANCHOR STUD GRATE FRANE W/STUO. STEEL FRANE W/2 ANCHOR STUDS PER SlOE - EQUAl CENTERS. GAlVANIZE AFTER FABRICATION If) w ~ NOTE: 1. CUT PIPE flUSH w/INSDE FACE OF WAlL 2. MORTAR BOnOM TO MATCH INVERT OF OUTFALL PIPE. ANCHOR 8TANlARD DETAL . ~ ~ CAST IRON RETlCUlINE 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. . lIll N.ET DET AL N.T.S. PLACE SOD 1/2- BELOW PAVEMENT FIN. GRADE PRIOR TO SODDING POSITIVE DRAINAGE ,," ''''~ COMPACTED GROUND PLACEtJCNT OF SOD AT PAVelCNT N.T.S. I' f j ,! ~./""i ~ ,l j,' ", ,.1 i; " to... 1/' .\~. ~.:- , ',.."6.J &; 2) EXIST. SURFACE ~',< l' EXIST. SURFACE I, REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRffi PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1L2- ASPHALT F.D.O.T. TYPE S-3. 3. BASE MATERiAl SHALL BE PLACED IN 6- COMPACTED LAYERS TO 98~ OF MAXIMUM DENSITY AS DETERMINED BY MSHTO T -180 LAB REPORTS ARE REQUIRED. 4. BACKFilL FOR TRENCH SHALL BE PLACED IN 12- COMPACTED LAYERS TO 1 OO~ OF MAXIMUM DENSITY AS DETERMINED BY MSHTO T-99, LAB REPORTS ARE REQUIRED. I , " . REPAIR OF:'PAVEMENT CUTS N.T.S. I , t~. f ..... .,. - .... ! ClLY -... P.& "M ;,HAN)ICAP PARKING STRIPING DETAIL "N.T.S. " , i v ~Pt.AN P/l ~ SOD 1/2' BElOW PAVEMENT FIN. GRADE PRIOR NEW ASPHAlT I TO SOOOtNG AND BASE ' POSITM DRAINAGE (4:1 MAX) MEET EX. ',:, ~ COMPACTED GROUND ,I r ' , " J. ~ ~;. j! I: _ , I . '. ,I '1': . EXist. SURFACE (- '. I'" ;. t S.\~; ).~ "/\j-':; ~ : " SAWrCUT, EXIsT. . ' EDGE OF PAVEMENT &; BASE - " ~. ~....} ~.~- . \' l.:.". ;. f. ~ {, NEW SURFACE ;~~iI\Fjl{~~'j~~~(~~" EXIST. BASE \/j,. . ~1f1~ 'J';. ~,_' , . ,..,., '. r , NEW BASE =1111=:111 == c:lln= hI NEW SUBBASE PAVEMENT TRANsmON DET AL -I '.1 ' !.: ~'H ":;:', P/l f .i\~' ~.;i~ ~:; ~~ ...- ',' '. ..- t, :~:>!" : 'j '. ~ ~~~~ ,;...:r '1-,~:~' l TOP ELEV. 10.5 ~, . I ' PU.CE SOD 1/2' " i t~ I BElOW PAVEMENT ,,' FIN. GRADE PRIOR TO SOOOlNG .' ~,~NAGE (4:1 ~) , '''WEETa, '-- IMPERVIOUS MEMBRANE (30 MIL) FILTER MEDIUM (SEE SPEGS. SHT C1.2) 6- PVC PERF. PIPE W / SOCK INY. ELtv. 6.0 IMPERVIOUS MEMBRANE 3 SIDES &: ENDS (30 MIL) . ~:' 1 ~ ... . '\ ~ COMPACTED GROUND 3- MIN. LAYER 3/4- WASHED GRAVEL FILTER FABRIC W/PERMEABILITY COEF. OF 0.20 CM/SEC N.T.S. ROOF DRAIN FIN. GROUND I , f" UTIlITY (I.e. SANITARY ' . SEWER, WATER !SERVlCE., , .. " ,.u " FIRE LINE OR $TORM :", DRAIN) BY SITE CONTRACTqR , ' TO S' FROM BLDG. " r " : <," ~.~', -~ ':":. I ' , l1TUTY WITHIN 5' bF 8t.oo. BY PlUMBING co~, FINAl CONNECi1ON: BY ~U"'BlNG CONTRACTOR uNLE'ss lmlERWlSE COORDINATED Wf THE G.C." '. ~ ~ -'; ,;.;; , \,'\ '., ,~. '#!: I., " ' '~ ...., ',l \ ~ ' UTILITY CONNECTION AT ALL BUILDINGS N.T.S. ;,' \ I , ~ ~. I , ." ~' />\' ,t,' ,1 ~ ' ,I' , '~ ~ .II, .;'(: . i. ~ I '.. , I '! '., f' ;~~~I~~lg~~ Te,; , \ ;: EDGE"OF WALK - MEDIUM BROOM FlNiSH CONC. WALK EXPANSION JOINT 1 -1/2- RADIUS VERTICAL CURB PAVING BASE COMPACTED SUBBASE . . 1111 ' . :'; '; , -:: I " I, ~=-: ","' IJJJ =::t ,ii',''': =:~:=IIII ~IIII CURB/W ALK NOTE: PROVIDE 1 /4- CONTROL JOINTS o 4'0.C., s' O.C.;, , 'I 8' O.C., OR 12" O:C. &; 1/2- BITUMINOUS , 'EXPANSION JOINtS:!" 1 ,,- o 40"0.C. :'-OR' ~': " . " " 1 SIDEWALKS, 50' O.C. 1 : '. " " FOR 15' OR .GR~TER.:\ ,'i,' ''''':' DETAL /' " ", , , \ ~ N.T.S. ~ ;' ~ .. ; 1 . I I'; :3'1' ',' ''''''1 ", l' " .. I ;' ~, ;"''1.'" ' : . " ;"'1,:, " "'I' ;" ,"'" (/"", ',:" , .. t. L.;i.-":: ,i ';: ; ~;' \' i ,,' J I, ii :: ~.!" '1 f: J 'i , ..,r " ' I ~- ~., ,:,1 - -, 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 ACCESSIBILLlTY AND THE CAPTION I -PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY Ai VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST BE SIGNED &; MARK~D IN ACCORDANCE WITH THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.D.A. :,' I, I ;jl ..' . I . i "'(" ( , : t. ~ ~,.. ~ ,..:. \ SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR :..: ',:' ').; , ,,' f VJ .1 ~'J '! '.~' " i ~ ' :,!' t.. :\" I', GROUND TRANSITION AT THE PROPERTY L~E NOTE: NEITHER 157 ROCK NOR FILTER MEDIA SHALL BE COMPRISED OF LIMESTONE, L1MEROCK OR OTHER CALCIUM CARBONATE AGGREGATE. (SEE SPECIFICATIONS SHEET C1.2) N.T.S. UNDERDRAIN DETAIL ,'I!' N.T.S. . '- ~ ' . ~! ; ."'1 .. . I"": ' , I jll. i ':' "~' ~ ASPHALT C 114~,:' " PER FT, MIN. , f , ~ -,~~,,--,'- : ,,' EXCEPT ~ NOTED; ';,: ;/,,' i )1')' 1-" '-:){ ),~~' \,\')1 \ _ . ~t' i _~--.....:', ", ,:,; ,7" o_~' I, '';:JI!I.' i :~/lII_",II/I'-:/I/J~'-ffll~=1i1,l"11,I1~1\\\:I,I.-:, : , lIMEROcK BASE F.D.O.T. CERTIFIE01:.;.-;- \ [i"', ' J' COMPACTED TO 98~ MAX; DENSITY NEW BLDG. , , FILL GROUND AROUND BLDG. TO 3- BELOW FIN. FlOOR ELEVATION' &; SOD MAX. SLOPE 4: 1 MIN. SLOPE 2~ , ' ,'.. > , " . ,. ~ I , SUBBASE, t COMPACTtD TO 1 98~ MAX. DENSITY - .'i..... .r ~ ~' : I ' . e' '; PLACE CO"C, SLAB/WAll 4 - BElOW FLOOR ELEV. EXCEPT AT DOORS REMAIN FLUSH, EXPANSION JOINT SLOPE AT 1/4~ PER FOOT 10:1 MAX, SLOPE SOD NEW BLDG. NOTES: 1. PROVIDE 5'x5'x4" THICK CONe. SlAB o All EMERGENCY EXITS. 2. CONFORW TO N!JC:NE DETAIL FOR PlACING WAU<S AT THE BIJ)GS. PLA~ OF CONCRETE SLAB AT ALL BlJLDt<<3S N.T.S. 1-1/2- TYPE S-3 ASPHAlT 0 1/4- PER FT. MIN. EXCEPT AS NOTED SAMPLING ARRANGEMENT INSTALL 2- PLUG (AFTER REMOVAL OF SAMPLING ARRANGEMENT THRUST BLOCK Note: LOCATIONS OF BLOW-OFFS FOR WATER SAMPLING TO BE PER PINELLAS COUNTY HEALTH DEPT. ENGINEERING DIV. CLWTR. OFFICE 538- 7277 tP ~, 0)'" -. -0 ~O -"C . ~.;. 3/4" SAMPLING COCK 6- lIMEROCK BASE' F.D.O.T. CERTIFIED COMPACTED TO 98" MAX. DENSITY SUBBASE STABILIZED 40 L.B.R. COMPACTED TO 98" MAX. DENSITY ON SITE ' ' , .,,' . ~ ~ ," :,' t' ~~~' &, ~RIVEWAY"SECTtON , i" '. -, , GROUND, PREPARATION AT' ALL BlILDI'1tGS N.T.S. , . I'1t RO.W. & DRIVEWAY SECTION N.T.S. BLOW-OFF & SAMPLI'1tG POM" N.T.S. j l . ~ ~'Ii'" I.. ,".' I ~:' ,) I' '~"", "I ...,". ',' , i r,f' '.' "~ MEDIUM BROOM " ' : " :,'. FINISH CONC. WAlK , ,', r FINISH GRADE TO ' .' , 1 - BELOW , ,',,:, EDGE OF WALK 2' LEVEl. I , , SHOtlDEJi'" ~.~VARI~S (SEE' PlAN) ~ I :~~D ~~ ~LOPE ,1~/4;4:'E~'~O,~T,{~_ S~D I, 1I11=!III=w,l...;.;ml::"': .,',' IWI<-IUI:=.-:III=11I II rli IT ',~ i ( :,' ~ \ " ;\ J tt.:,:1! ,:\ : ~'~ );,' r'~~!. ~:'L; { i' ;{~ : 'COMPACTED FILL OR UNDISTURBED SOIL U.S FOUNDRY 7623 COVER TO BE MARKED -SEWER ClEANOUT- (@~. '\:=' r, " ' 6-x4-, REDUCER (IF REQUIRED) u: f' ': I- " ~ . 6- WYE PLUG 6- PVC 1/12 BEND 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 4Q',O.C.,FOR'4' , SIDEWALKS. 50' a.C. ,,: ,rO,R 5" :PR G~EAWR. CONCRETE WALK':!DETAL ' WHEN SIDEWAlK IS TO BE REMOVED &/OR NEW SIDEWAlK IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. SANT ARY SEWER CLEAN-OUT ,DETAIL N.T.S. . ' N.T.S, ~ " . I;::, I, I! 1 .' ,'., 'I ~. , ",: :'; 11;,\: . ~~ ' { '. .' 7' .;" ~ ",~ .! , J, ~:~;'\ ~ ,~: .\~~:,~: ..: f~ If' 'rj,~ . i'i" t I ' ~, ' . (' .' ',.i ~, " ...~. .... .--.... '.', " '" 1 \, , .' ~, ~":: ;: . ,.,~ ~ ' , ,J' .', '... -- - - aT BLUE BACKGROUND , FINISHED GROUND -... P& ... 1-1/2-R jo.. GALVANIZED METAL SIGN POST WITH 3/B- HOLES DRILLED " ON 1- CENTERS ! : " ('.., I \ 8IBN SPECFlCA11ON8 1. 1B-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 . 00 ',T, "f'~1 t :':,"JJ'\ PARKNJ BY DISABLED PERMT ON.. y . ..,. Nr D r IT IT, . co ~ I ! : : l' ~ ! ' . . . " ' 'I, ' !' I.,: :WHIT~r:', , : ; .,' , "BACKGROUND' , ,'\ 1 - SERIES -C- LETTERS 1/2- BLACK BORDER 1.5- 1- 1- 1- 1.5- !: ,.::' I . l ~ . ;3000, PSI CONC. ; 1.... " ~, ~'I . ~ . ; ! i l~.. r , ~' , \. ~_." ; ~ 2' ~ ;1',11 ( ~ ' .'! (" WHITE . BACKGROUND co $256 FIE F.8. 318.14 12" ';1 : 1 '.-' . 3- , 6- FTP-88 SIGN POST DETAL' N.T.S. '. , i ' ," "r :.." '. ,~~ I \ ',' I ,t.... , , I. ",' t ;', I", HA~CAP PARKING SIGN DETAL N.T.S., ",' ": '; ,;!i,": . ' ;':,. : ~ ~,~ r ~,;) . ~ . 1 ~! :' \ f ..' L ,,: ,11 . '/ ',; ;< .".};" f,' .( , .'. . , ~ ...,' . " t ,-....: '1,,; :,:'., II!':: HANDICAPPED PAVEMENT SYMBOL , N'.T.S. .' , ;, \;i ,.l". t / " , J l ,I ~, I ':"" :..: ~ -1' :.; 'if\! F i\ ; ~" ~ ., :', . If, ~ '.' ~ " ." ~ 1.... ;' I'" ,q . ", ,:~ . , ". ,~ I 18" MIN. VER'TlCAl ClEARANCE , <D ~E.V_ . ___-"." · Z 1 ' 10' co_ r') ~ WAlER IWN OR STORM DRAIN D.I.P. IS USED IN ~E OF P.V.C, FOR A MIN. OF 10' EACH WAY FROM Cl. OF WATER lofNN WHEN THE VERTlCAI.. CLEARANCE BEJWEEN I WATER ct SEWER loWNS IS 18" OR lESS, 18" OR MORE VERTICAl CL I ~o/~hW~h@~ P.V.C. OR V.C.P. t..InTl:'. SAN. SEWER GRAVITY loWN ~ CONCRETE ENCASEMENT OF SANITARY SEWER GRAVITY MAIN IS NOT PERMmED. , 'j : VERTICAL CLEARANCE GRADE "- _;JI___'P" ~~ ~ WATER IoWN r') ~ + 10' MIN. ~ HORIZOIfTAL ct.ENWa STORM SEWER + OR SAN. SEWER GRAVITY MAIN HORIZONTAL CLEARANCE , : WATER M~ & SANT ARY SEWER CLEARANCES N.T.S. " , r, ,~ , , " It ':" . \ :-" j ,'a , ! > ~. 1 ~ . , TOOLED GROOVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING CURB CURB HAtOCAP RAt&' DET AL N.T.S. Z ~t t\ 00 Z CD '" .. I . "'" ~"','~ ~ lIIIIt7:,~ " .. ~ lIIIIt ::I ,:: a# ~',!' ac ( .. " -At" ", I"- V\ k o ,..,,~ A. t: a;:~ '" '.. E z~xt, ti\' .,ac, ~,"~~:~ ~,V I }-; ==, ...., ~% ..' M ' . lIIIIt.ii, " , lIIIIt ,J#' 'f'~ ~'~' ~' ~: ':... S.:.' "t;';," ' z:~ 0:; .:F. "~ ~(;l.I > ",<Ii> --l":~::' : Z .t,~t:: ... K. , ,1:. ;.,~., f;.:~:~,~ 'o~l · M~( ~.,..." ", >,J:ti;' z ... 1ft - t: 1ft Z ~ I"- ,z ~= . t. .. ... a 'i A. &C Ill: ' { ,." t; o.~( .'ll: .. ... , ' z ,," {~ . %ii.~ .. .....)' ;I ~~ t . >~,# ... ~;' ... _ r- .. '" _ .i ~ .. ~i 11II ',. 0..., v ~~j ,i " " '" J :J '. .~ .. ., .~: 'i<If'~." j. C',~",,~'" ',','" :- "i~~~~'\.I. EB #5936 : ,''':. ., i .."""'7, _ , ' , NES:Comm.: 0463 Drawn By: B.J.Y. ' , Ch.ck~d ,By: H.G." 1 .":1.,,, ;;4~ ,r L ~~ ':',. ,', ............ ;'t 11/02/041 ^,' cWo Descri tion > PER. CllY ~ fI),. ..... - c( ..... ..... C LLI ..... - en ..... - > - U CI) LLI I- - ::) CI) l- e:: o LL. :E o (.) C LLI CI) o D- O e:: D- IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PLUMB. CO. T4fl6CSK OR EQUA,t[ 6- PVC ' t3~ ' MIN. CONe. , ENCASEMENT ,:..' ~ CO o ..... LI. .... ::>> C) ,~ '/';.' "'f", :-' ';:;:, ,{ ~~~~t' ,\,,1, ,~l }.t~ ,~ .i~,,', C -,,\,~, ~ \'.'U" Z C~:'{~ CC - t~, ~':''''' ::z::: 0 ':~ ..... .... . OLl. ~ ~"' ZW W..... :j; ::>>~ :ECC (.)~ :E (.)', \" ~ '" '.. 'THIS DRA~ _~.INSTRUMENT Of\saMcE.-'~' PJGfo&llr Of 1liE ENGINEER, I\nI )I'W.J NOT BE ~'NItt'fAY WITHOUT 'THE CONSENT 'TH ENGINEER.' . .' _ " Net PUIlUSHED "." ..JEB.O lmJ5 '- - OOj~.~' or ",~ '''1 ~\lo4\ ~ .,~ RAMANUJACH'ARi KAN'W", p ~ COPIES OF THESE PlNIsIARt'~~ EMBOSSED qwtm,'Tf'lE SIGNING , '1 '.... ' ,.;~~" .(j /,' ',' ~ ; , / , . . , :' :.~ t~ .j". .r, ~ t", (' ~ , ' .}, "" . 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VACA7ED ALLEY o.RB, 3179 PG 290 / / / / I < o A" s" 0 , ll' ;'0 --r'''--'''l'''-L ~t;;t;; <(0 6" CONC ;:: ~fl CU'~B U j-:i I I ZI'll' D Ol1J'.f , _ ~~),_~ L~_ _/1 ""'oj () J A"U 1 7--:r7-"-TrT.-,-;r-T~ '. ~ " COI-.JC ,I () Y 7() (' i~ CHILI m (J ~~ ri: PAD \. -- n__ ..,-- . "l ---. ..._~ .--- -- __u,__.__. --- 6" corK j" I CURB ' , 8 5PACFS '- , I "lL coJ., curm . '1_____'[ 9 5P~CES II -r H SPMTS I ASI'HAL I lLcON'. : curm ~-'--- 1'- I ;" II, sr' AC( 'i I ~:, (:l)f~c-lj"---'-'- cUlm I I _ ~ 'C) \ C) ",J I ,,0 I ,I 11 -." '~ ~, ~~=-~2~~~~AlY~~,=,-=-.~~~~~=-- --- - ____n_ ----.------,----- --.__ ~ ~);-,.~"U~-~ ~"n-- ,COliC "r'AD I J .J .. " ~ " ~ '" o 82; . _J rom COIJe DUMPS fFY PAD " "1(>. '1 lOt (>.G\ CI1Ull<lNE ~ ' rANK (oj ~ -~-:~;s"'~ , 'J~ lANK '- , ',j N l'lll. 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(, , " " ,/" ' " '<~:~'>~l", /. ,. . j :~',:~i ':'.f;~; /~;~~~, ,,' I V' ~ {I}';"~ ,",' "'Ii",) - ~\ ~ ~,::,',:,i,'~,',,".'_~'\,~',~',.', '. ,,>. . / . \ ,~ ; ~' ; ( _',,', : \ _ :,' r: ' )'{ i. , '-', i' ': \ ' ,. ~' 'J~d/;; -'~, I '... I': "I' I' . '~;Y:, i ,\ I' '..~ ... ~ .- -.~tt~n_- ~7;-'-::-c=- _~'C.CCCT C:'-C:..:.=~;=~i!"ci; 1l~~C~~li>.iJr;::"-= T';:::"~~:'=:- "'~~~m. ~ ,., ',.,.", ._._~, l~f;;~~,:/--~--'i- -- -,~~=:-::;-------~~'~-~~~--" ,-='~' ._-:;;-~--~-:.;:~~===-'.~,~-==::;~='~~;"~~:;-----=.=~'=--=-----===~~=~====--=---===--== ~ "., --/f"'~,~;;" ~- ""';~, ~, :--~-~.~':~. =,.,C ,:4~~( ,~==.i.cc" : 'J;i;",-,'=:,~~;\l'~. ~-.-'.,...=. ".i!.'._-~.._-~~-~:- '. :'{;;' ',; r-;'..J( i'~'': ,.,' '.",J1( i' I<>~';~SOUIH BOUNDAfU - SW 1/4 -. NW'l]4--=.-SITllDfrTO-n-----.-----..---------- ,~i,i GULF; TO~BAY~BOUEBVAlID ~'; '.t'(b~:fr---._-..~\~.-------- J ____~ ,;~;ii ,i '\; (ST A 'TE~ -- n lo.n, , AnL ;:A~~ ,r -., "c,:,; ",~- '.."'" ',n .u.. '-..... ~_ ... ~~__. .=_._~-- ~.d r, F fi. N nu llVJ, / i ,: :\,!t,'~.:~ ~,{~~I ;, to iiir,,'_,-,~,"rj,1iR1ES-----' ----~~.L....__'.:.._~-~:~---___~ '1 . \IV" y~ ~ r--~-----~-- ~ --- - ------------ -~~--~ ( J 'or .} I-STORY CONFERENCE ROOMS COII(: RAW) \~c:,~ ) // .... \ m\ "'"-, ',-- , , ( :": +------.... ,I' ------~-_____ " ;~..;, ," :~ -------- -~ -~.---------~-~--~----~._---_________ __ '-~ i t~ ' >>"" --. " ~~----------- ~ t(t~--: _~., ------------ :0. tt:; .W', :OJ . l' J :. 1 \ IA'" t1-" LANDSCAPE TABLE .. > (~ . '. . , I )- , , ~ ) . ;"t . W.,' '-i I ' , , , trJ- _ ~, . 1f.;,: " "r :.~ "( ~ ~ '';1:.. ,', 'I,' ~. " . :" ,'";" '... ' " ',.I' . . ,I,;:. '}\I,d . I ;:: Cfide.";fI,qme'j! Planfmg Slz.e ,:;,t?fi{;Spacmg ! i\" ;,rtJjl ;>,~,~~: ,ll 1/2" ci/)10'it, VP~R-Pl,ANi , ,', ~ r; ".'~ r" "~~~f\: ~ 'I,' ,,'.: ,;>). :,,' , j / 'I 'f ' '/ ~)it.:~.~.: \ '~. 1,2 //2 ','g9/~:~19I}t, PER-PLAN I "\' ~Rj~ ' :',; 1f[~LOCA TE '("/)1 PfR-PLAN i ~' ., \ ; ~, -, . 1\ , .. i. I .' ," i' . \, I OL ," I 3-qL1i ,"; J'\,k3,6"OC , ;,,;' i ,\3~Ga/ . 24"'OC! '~ > ~ . . I; '1' ( \' ,.j~ tl Ii ' '1- -Ga!) jO, I ;~4 "oc ; I ,(., , , ? ' \ f \ ~. .. ,: J: (i' : ,.: .;.. r I PER~PLA/Y:j f, ~ Quantify 18 17 4 96 779 651 30 Symbol CD @ Q $ o ED G Scientific Name /lex Cassine Magnolia Grandiflora "00 Blanchard" Phoenix reclinafa Nerium oleander Raphiolepis indica Liriope muscari WashinQfonia robusfa Common Nam~ , ,\~r: Dahoon Holly ~'.;," , DD Blanchard':ir.iognolia Reclinafa Palin..' , Oleander ' 1 7'~"""'" i fS'" ",.. Indian ha~fho,~,!)' Evergreen Gic/i1rLir~ope " , Mexican fan'i)(Jlm' ~, ,r :"', , ' '.. !'\.~ ': 'I:' ,,:,'r!!~'.l'\'" f \- , t" 'H I , ,~ , i ,'LM '. , .. \ :lAIR ,'! ';r, ( ~ ,,' ,RE-LOCATE " .. ~: ., , .. \. "," /. . .,; ".:('..;.';' ;,\ .. i ~', ~:. - "" . .~" ,,' .,' "...' , \ \..' .. \" ~. ~ r.. .... <~ \" .: ..,.t ,; " , I, , , ,,~"~1 < ..~,. ,3 ,. " , .~':.::' . \ ' ; ,~r>, ' r; , " .. "- " ':...... \'.-- ME1~1. .- HANDRAIL ,-5\ J v J J 174' J J v J ~ d ~ ~ a a CQ I ~ ~ ~ ~ ~ () ~ .. J Z =t o 00 - m\l ... - . ~ ~" ~ "IItZ ... "lit ~ ~ -A. O to- '" I'4Q A. :;,1::1 Z '>i( t . .:1: ~ 110 \I L. ~ III r- ~I- m'" · ':'z ." "".. ~ "lit.. ~ "lit. ... ;: t %1'4_ UI to- III ~- Z o " > Z UI " I_til en. .w .. - ;,r.... .,~:" ' .. ~, ~.... ~o ~o _"0 &..r.. . 0 "" \J ~ Z III 1ft - t: 1ft Z ::) to- Z ~= . t. .. III & A.t:~ A "'9 Z DIIo . ZIi ." . III "'1- III. . ~~ ...~ \I. "'"III 0... ~\I I! ! I' '. l (y) ,- 1 '1 I NES Comm.: 0463 I I Drawn By: B.J.V. I I Checked By: H.G. I ~ " ..' Issue Date: 11/02/04 Revisions: No. Date Descri tion r · , o~ FEa 02 20DS z c:s: ...I a.. w I- - CI) w a.. <C (.) CI) C z :3 SCALE. 1..30' 30 1& 30 eo o BUTLER'S, NURS.ERY, INC 1011 75TH' ..ST ' N '.PtNE'LLAS' PARK, FL' '33781 PH 727-5"4-04<t5".r~ 72]:-541-5027, E-WAIL~NURSE~.WSN.COM DRAWN,S\': ,'lRO'N 'BELK8~'~:.~"- ,~ CHECKED BY: CfllJCK BUT~R,- ',_." ;\"\ 'I- ,)r II , ~ . ~ '\ . / / (I) w I- - :::::) (I) I- ~ 0::: m 0 0 l- Ll.. LL. ..J :E :::) ~ 0 C<C (.) ZC <C- o:: C :J:O I-..J W OLL. (I) o .. mO::: 0 ZLLl LLlI- 0- :j~ 0 :::)0::: 0::: :E<C ULLl 0- :E~ L1.1 ,.. :""'Ill HABITAT MANAGEMENT AND LANDSCAPIN'$I:PERMITS. "...of , 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT , I BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. ) a. AN APPLICATION AND AN EXTRA COpy OF THE APPROVED FINAL APPLICATION PLAN MUST BE SUBMITTED TO THIS DEPARTMENT IN ORDER TO PROCESS THE PERMIT. 5~} 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 PROXIMITY 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 TYPED 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 LANDSCX"M~(/ 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 VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAk', :THE MONOTONY OF UNBR'OKEN 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 ~~CTICAL 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 LANDS,CAPE 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, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILITY 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. l~\ ,,;.r j '\ ~ "0, 10. WHERE LANDSGAPE OR REPLANT TREES ARE PROPOSED TO. BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A, MINIMUM OF 5' WIDE. : 'I '\' IRRIGA TION NOt'ES , ~[ 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- SlRATED THAT THESE SOURCES ARE NOT AVAILABLE. ~r{, .' 4~" 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 CAPACITY 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. .... '...,.j . '~ . '..: '.,:, f" , I / . !r t,r. , .. . i:; I.,' '11 , i 1 :'\'1 "II, :Ij , '. . ... . -" ';~~ i .}.^/ i ,: r ,. ~ :,.~ i i ~~) :.:.. i '. '. ;..: ~lr"..l I, \:: ',;1; ',', '~l : \: -,', /..',~;: i I 1'\ i ",ii:,-t,: J~'( ,', i' \J;';!: r : \ I 11! "I " ~ ' ,) ,i" i! \ :,' ;1, ' ~. j ~~", f :;. [! I; !: i 1 ,1 ':: 11 ' , j J, /\J', l 'ft " .I I:' " IRRIGA TION,'lNOTES' (OONTINUEDl' i':, i"",:" ^": : ::; " : ' ,,\ .'. :: :. . I . I j ,~ . I. ~. .. ,I, : I I I ' ! :', .,~, ' ,l f '. '\} '"l I ' THE 'IRRIGATIOt,t;~,O~tRAtT6tf)~HAtL ('P.R9VID~ ':AN',iUNDERGROUNQ IRRl-:~: GATION SYSTEM 'TO' CGVEW'1 00% OF' ALL: ON SITE PLAN-;-ING AREA. ' THIS SYSTEM:'SHA.U:' CONTAIN"8UT':N0T 't:.fM:TED ,TO THE FoLLOWING: . - : 1 i' II:'! . if.' Ii'.,: ~~~! !" :' .",:1: :i :'\~l :; 1;, UNDERGRQLiND, PIPING~! .s,HA~L i BEP~C SGHE8U"'E 40 I OR :BETTER.' 2. ::SEVEN:'C7')WOAY,IPROGRAMMAi3'LE TIME','"CLOCK 'ro~:ActiVATE!' ;ZONES; , 3." 'sPRfNKtER'IJfEADS'" c6MpA~iBL~: 'WITtr:rHE TYPE ibF' :'PLANTiNG. 4~' ELECi~fC!,VAt\iES:" W'~,~ {'l'h:/}"::~,'~l " :';' ',' ,',' , " ' 5. GAUGE' 14. UF COPPER WIRE. ," , " 6, FIBE'RGLASS':;'OR,PLASTIC;~ZOKlEy' VALVE .sO~tS'. " ..,"p' .',,<',,, "" - ';"- ,il: P' 't" 1 ' :; 1r~~~ ~ ~[}={]~(UJ[E3 ~[L~~1r~~@J [Q)~1r ~~[L~ " ~ , , WHERE PIPING IS' UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES':' SHALL BEIt'JSTAL~~D I,N SCHEDULE, 40 SLq::VES 18~' BELOW G~ADE. , ~ , ' '. ' I '" , ' ',' , . - ' M'~;~RIALS'~s'tp~~IED.;t~:H'AL~,-if~E<~~:~~L ..to ,1;H~~~ '~A'NU;~;CTU~~D' ;~y", j" RAIN BIRD CO/OR APPRbv:::b.' EQUAL. '; , ' ,',i' , r :,1 ," I, L , I I , , ' Remove Container From Rootball Planting Soil Mixture 3" Minimum Mulch THE CONTRACTdR1'SHALL'SUSMIT A'SYSTEM tAY":-ObT 'ALONG'WrrH 'I; ~ i CATALOG 'SHEETS lOP; 'ALL COMPdNE~.JTS 'IN 'THE 'SYSToi'T'o':THt I , OWNtR FOR APP.R'dvAt.:'PRIOR f1r6IN$TALLATidN:.<.;i ,i I i:~i ~~:~:'.1' ':", ',I :(~ i I? ... , ,.:;,-',h~lt: ~l_ f L,\: I:'''':',,' ,.}l!,~. 1_ '. !",~,:\' ~ '; , \ i I . , '-. ;'-1 () L 'f -'~") W:, L ~ 1 \ I I. ~ ... ~ j r' i ,I, : ~ :: -,; , 3" Soil Saucer , ' ~ - , ; ~ I~' \,' \ I ! 7 I..' ~ ,',. f-~ f ,t \! ': I THE ENTIRE SYSTEM SHALL BE' GUARANTEED BY: ffHErOeNTRACT.C>R .,FORi~' ONE YEAR 'FROM THE' DATE,IO,F !ACOEPTANOEkSY:"l1HEtARCHITEmV j ~: ENGINEER.', 'dl r:':.1 '.,,',: i ' '1/ ': '(if ~'i !::L ,;/..:, ':',- i' ,,'j', ,',. Existing Soil 'I: ~ :t . ANY AND AU)'USE'I:OF' HOSE B'IBBS":IN ASSO(S;IATIOt-VIWITH:,:" : NON-POT~BLE"WAIE~; 6~'f'WL.JE~11S.HAI.i.L BE'iIN 'FUll COMP:UANO~; WITH SBCGI. :STANDARD j,FtLUMBII!-lG: CC()JpE"'I.cHAFF~B'i jv'1:,CRiTERIAI), REFERENCE OOLOR CODING' OF;,A80VE <';RAQ~"RI~ER., PI~jNG " ,; i AND LABEL/.TAGGI,N~ O~ OUTLETS AS NON-POTABLE WATER SUPPLY. ... SHRUB PLANTING DETAIL , '. , " , ,1.: N.T.S. l~ ~ '; ~ ,- ! , t , ' . .. ,/ ' ." ' , t ~. , ; ',I I - , ;, ANY BUILDING TO' BE DEMOLJSHED IS 'SUBJECT' TO NOTIFICATION' , , TO THE AIR TOXleS SECTION Of 'THEiCOUNTY DEPARTMENT . OF,ENVIRONMENTAL: MANAGEMENT PRIOR TO.'ANY 'DEMOLITION, OF BUILDINGS. CONCRETE CURBING ,~ . 'l t fl." ",;,1,,'~ ~T' " ..'. All \', ~ ~ i' , : ~ ,~:J. ' ; .. ~ ~ ~,1' ! f, ','i.'>', 5 ~ I ::' , NOTE: AlL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ,':I" " : ~ . ~~' u . I, l' '1 '! 'I '. . II jl " X'ER'IS'CAP",IN' ,G' I'll ,\(:- ,I~l' :~~l':li'i /\: I',j,i!;;:;""!,i: !I'-::'I':;',::;;: i':' , ~ ;: ..', " ""..1 ~..,! \~~ r, 'I' ' ,;; I ',~'t1. 'I.:, ~.: '.'! ~ ~,:'::~ \' ,; ';r;:~,/: : I,' 1. 'iORGANic: iM0LGH~s'; ,A'NDjOR;i;bkdUGHT'f.TotrRAN! ,d~OUNbc6vERS WITHIN PRAPO,?fPi jLANDSCA~E...P;LA,NTRR pp,DS,. " ,i ,:~ 1, ,i! i ,',,1 : ',i!:' For Cobbage Palm Installation: Trim All Fronds at Time of Digging and Planting For Washington Palm Installation: Leave inside row of fronds Tie up with biodegradable twine " '1" ,\;i!>~:1j"".""~~j! '!:'>,<~>~f.;'I"":~ 1I;,.;l.j ;.',:( ^ ~,:",~.~tl~,..\t~' :.;iY('~..' ,J..\ ::rF~:~ll; /~.'~'. ~~I~~lt ;".'i~I~~I:~" ;~'J)"i'..! ': ,;.;'t.;;:r I ,!,;.~fl; 2. DROUGHT'>ANb..,CQLD; TQLERANT:' PLA.NY ,MATERIAL." ,". . . \' , ' ,. :' "J ": ) , . ~ - .c 0> '~ J: .Y. C 2 r ,'I ,:: i I'! 'I ':,'1:: 3.. GROUel.N~ .p,a'ZONJJ{9 e~NT):'.Mf\TERIAL ~~~.E.ON SlMiLA.RWATER, ;! REQUIREMENTS, "AND 'THE' LOC;ATluN' OF PROPOSED"IRR!GATION WATERING SYSTEMS. L- a CD U ,; f i} j:'.' i ' ~ ..' .. , , , 4. iTHE USE~ idF''.i~61'L TESTI(~G Tic)' iIDENTIFY: SblL' COND'(hoNS' t~itCEl~~ SARY FOR. ,:rHE.;OONTI~,UED\ 'SURVIVAU, ~OF 'PROPOSED i LANDSGAPING: ,', :, l:~' " ',;.!!.'I:J :\; "';i" ~ ;~'I }'\;\ii'~lll ,~l'.:'''I;'j::H.' 'r'.'\l;!;tl/},~::~ . 1:_,1 :~~l ~~ 5.'\:ORGANIC' Sd':t~;~~~vfE~O;ME'~+S (~SUCH AS TOP SOILS, MANURE'S, PEAT:: AND COMPOSTE;D: MATERIALS) MIXED EXISTING SOILS WITH!N LANDS- CAPING PLANTR~' B~D.~ j TO ! D~PTH~ CQNSIS,TENT. WITH I1;HE:ROqTi DEPTH;;' OF. PRO;:JOSED Pl;At;.;ITED MATERIAL ,.(USE,o.NLY IF, 5X!STI,N,y, SOIL.:; ': CONDITIONS-('~~R,~ANT'THESE A~.EN'P~tNtS).';i;,' ":~'i!,t;:' ,', ",,: '< . :, I, "; ~,P' ., \, - . I I I Ii' \ 6." THE PRESER'J'ATION A~m" INC'b'RPORATION OF~ ~XfSiiNG ,PLANT. : C()~MUNITI~S \9N:Jf~lTE INTO THE LANDSCAPE PLA~~, "/;:".':<i:' I'" ':' I . I 1; : For Cabbage Palms: All Trunks to be Smooth and All Bum Marks Brushed Away For Washington Palms: Leave all boots on trunk 2 Layers Burlap Pad at Support Contact - No Nails in tree Wood Wire 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 ofter one growing seoson. Saucer Rim Finish Grode 3" Minimum Mulch Rootball, 16" Minimum Radius From Trunk Washed-In and Tamped Planting Soil Mixture Existing Soil if . ):: " : PALM STAKING & PLANTING DETAIL,I, N.T.S. ~,J...r"V6 l )J., ~ It ,I~' ~/~'" 'j <,~ J t',' (I ~1,'iirJI\ .~:\ll~i' t"'l~'f",~1 '1! \: ,i.!; ~ I 7. :,THE MINIMAk'USE !OF. TURf:; GRASSES' WHIC"H: R~QU'If~E"FRtQU,ENT. IRRIGATION. ' " ! 8. ,LQW'-MAIN,TENAt)I~~,DESIGN'~I~'i",.;:: " 1\'1:1'" ;',!,:!,J,~lj: '. . 'j! , . .' :,, ' "" .H'. F' ,',,". ,," " "I" i """ " f " 'I' , /A ,f. .t~,\~.l):. ~:!\,' t,~:} lJ:i,h.'J"",!;, ~r' 'ill:, . ""'. ()"'.~)~r,j"i .,',rv'L::~, i. ~, ";l..~~I\'..,,,'rr:',i j,~,~-, .tJ~-/tn-l~.; (_:0,1;; ~ 1,:/ ft.;. ~,,; I (f>:,f, ~,~;' ,I', TRE~ '~' :Stt'liUB 'P~~"tl"QDETAI($ \:,,'\/:':~i :'.,: "i , , . , ; I ' J - CROWN SPREAD NOTE: ALL TREE STAKES AND SUPPOR I WIR~ S WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON, !i: CI W :xi Remove Dead ond Injured Twigs, Trim No Leaders, Retain Noturol Shope. 3/4" - 2 Ply Reinforced Rubber or Plostic Hose White SI/rveyor' s Togging Tape, 6 Length ~ ~ 3 - 1 2 Guage Golvonized Wires Spaced 120 Around Tree and Set At A 45"Angle With 3- # 68 Duckbill Anchors Or Equol Mound 10 Form Souce, 3" Minimum Mulch I_aye! Remove Burlop Fran' Around Top Of Boll Planting Soil Mixturp TREE STAKING & PLANTING DET AIL ADJACENT TO OR WITHIN V.U.A. N.T.S. CROWN SPREAD ; I ( ,ll 'j ." j 3 - 12 Guoge Golvonized Wires Spoced 120 Around Tree ond Set At A 45'Angle With 3- # 68 Duckbill Anchors Or Equal Remove after one growing season, I, ' NOTE: ALL TREE STAKES AND SUPPORI WIRE~ WILL BE REMOVED AFTER 1 COMPLElf GROWING SEASON, !i: CI W :xi Remove Deod and Injured Twigs, Trim No Leaders, Retoin Notural Shape, 3/4" - 2 Ply Reinforced Rubber or Plostic Hose White SI/rveyor's Tagging Tape, 6 Length ~ ~ Mound To Form Soucer ...:...- \ '-~: --\-----,-- 3" Minimum Mulch Layer ..::~; ----~ Remove Burlap From ~ Around Top Of Boll Plonting Soil Mixture J I ,f'rovide a minimum 5'x10' :' unobstructed plonting area ~ ,; j I I " " ~ ':. " , (;TREE:; STAKING & PLANTING DET AIL N:T.S.'::, ',', I ' , , . :'tt, , ';. I;,. .-' "I \. ,~ I -:..... ~ " '""\ ., 1r~~~ [E3~~~~~~[Q)~ [Q)~f ~~[L~ 1. JHE ROOT M~pS'.;FORM OF~H,'~TREE ~ROPOSED 'F.PR'INSTALLATiON j SHALL BE~BAllED 'OR, BURLAPPEO,~ ;8ARE: 'R-00Ti TREESi,;iARE NOT, AC- CEPT ABLE.> ALLfl!1}!0NBJODEGRADJ1BLE' ,WRAPPINGS . WI~l ~ BE;! REMOVED AND, BURLAP W:I,.:L BE FOLDED DOWN TO ENHANCE WATER ABSORPTION: IF WIRE BAS~ETS ARE, USED. iN,CON,JUNC1!ON WITH BALLED AND BURLAPPED TREES:"'THE FIR'ST"FEW'.'ROWS' OF ,EACH BASKET WiLL BE REMOVED AT THE TIME OF INSTAllATION: , I; "; f'\~,"~{'~ ~:~ ',' -" o ," ~, .} ~ ;' :'; <; ~ ~ ' , , ~; :' I ~ ( : 1 '. I . ":.1 : 2. :.gUPPORTING1AR'PARATUS'LSHALL)SE REMOVED AFTERr,::lyCOMI;>LETE GROWING' ,S,EASOl'-f. ,I Au;i:J T,HE:rl~XHBJ...E rIffifACHMENTS",SH~LL ,BE USED' WHERE SUPPORT" WIRES ARE" WRl-\PPED AROuND TREE"T.RW~KS/STEM,S TO PREVENT' 'C~,M~I,AL pAMA,~C:, J, t '. , ; .' 'J ,." '" ' : .: '. , ,~ " ( . '" I" . I I ,. \ i' I . l ,,;,: J,' !',!, ,,: I, . .,J I,; '\!t.! ,'; -::'~~,'..' ~'1:1-'" I .t' }'\'.1 ~- ..: " , ' 3. PLANTING ~OLES ASSOCiA:ED WITH PROPOSED TREES MUST SLOPE (NOT COM'p~C,1E;P)j,~Nq,A MI,~!~U~/',,9F :,lJ3-?4. !,NC,MESi;WIDER ~\:r.t1AN .', ; THE .oIAMETER'0F'CTHE ROO1::'.8All~: L'TREESf 'SHALL I !HEir :~~STALLED SUCH, THAT'THE TOP- ~OP THE ROOT MASS IS LEVEL WITH TH~ SURFACE OF THE PLANTING HOLE: TREES SHOU~D BE !NSTALLED 3~' 5 INCHES ABQVE GRADE m:J,:.$ITE,S CQNTAIN,ING, CU\X. 'A,' 4 ' - 3, INqM LAYE,R OF ORGANIC MULCH tVlLlST' ALSO' 'SE' PtACED OVER' THE'I ENTIRE 'SURFACE OF;E,A,CH 'P~NT(Nd 'Hb'~E. ,to;' PREVENT 'F.\JN'GAL 'INFtCTION' ;M~ttH, ' SHOULD BE P.ULU~D SACK A FEW 'INCHES" FRbM THE' B~st 'OF 'EACH TREE. . ~'~.I':l'\~>"...:-rl;1';I';' {!~', :1"."; "'l~ \ '< "I:, r1":' ',; r I,: :;. ',:' t 6' - 8' 1" X 4" Horizontal Wood Members or Approved Substitute , II . 4' 2" ,x 2" Vertical Wood Stokes , \ .' ... ~ j r '\, j,,.' i r ' i t' ~ " . 1 i :-~ I !" L. . ; f j ;~! I /d !~.l 4.' iF ON' SITt~~sdll~ 'CONDITIONS 1\RE:SUCH THAT "'SC.! L i AMENDMENts ;; I:] WILL BE 'NECESSAR}{:; tHE '~LANTIN~l,' MUSt;1 '!NCLUD.E' IS{H~'~ M'DtTURE THROUGHOUT nf(E,'" ENTIRE $EctION!'~F EACH: ,PlANTER AREA TO A "'; DEPTH CONsfsTtNT WITH THE ROOT DEVELOPMENT, OF PROPOSED PLANT MATERIAL.,\'; , I;i",' " 'I, : Uli';' , " ,', 'I". ~. : 1- ':.' , ! , ,~' >'~; , ' 5. PLANTERS "ADJACENT TO OR \,WITHIN, .YEHICULAR,'"USt,AREAs\ MUST ' BE CONSTRUCt~DI:SUCH' TIjATi L!,~~ROCK, ;ASPHA~t./~OO~CREi'E;"0H, ANY; " OTHER OBSTRUCTIONS DO NOT F:XTEND UNDER THE' SURFACE INTO . , THE PLANTING AREAS. Borriers Placed at Protective Radius . 2/3rd's dripllne for hardwoods 16'mln) full drlpllne for pines 16'mlnl (; oJ" " i Y .- TREE BARRICADE DET AIL N.T.S. ~ , I. ' i , : ,:, ' _ ,;' ; . " '" t . ' .' I,';; , 6. THE P,RACTIGE;",;OF TREE:TRUN,K, ~RAPPINB AND 'THE~i~PPL.ICATION OF:, PAINTS/TAR ONTO PRUNED,)RE:E,' BR.f.'.NCHES 1$ NOT RtcCOMMENDED BY .THE INTE~NATIONAL SOCiE1Y,9F"ARBORICULTQRAL. ;, '; " ,,' _.t t' i, ~l:",t,~,'J:~~';~,~:', (,:~','{'t'" ..: ,I, 7. PLEASE NOTE THAT THE USE OF fERTILIZERS DUR!NG PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE !NDICATES THAT FERTILIZATION (SPECIFiCA1-LY, ,THE APPLICATION OF ,NITROGEN) , ' , OF TREES1SHRl:J8S WITHIN (THE> F:1R6T' GROWING StASON: \iNHfB:7S ROOF! GROWTH. TH~ ltANDSCAPE BUFFER,' STRIP, MUST 8Ei, CON'STRUOTED ' SUiTABLE' FORP!Jl.NT!\MArrn:AC;iNbTAliLArldN\<j "'I; !.~I." ~~',. \'i~'i: (: .',' .,,t' .}II:; ~~: ,':\ l ",",'/;1 : ~.::, ,,\ ,',',1:;':- I~' ,! . r .l ", t,:: i: I) 11'1 I ',! i J , i : ~'. J I' : I .' \ ~ ~ ~: . I, I i . i " , " " .... i.i.I . .,' I 'r ~'. ," f' .. . . r' '.:1; I' '. I. I! I,. '. '. . d,~" , " " .. f~ .~ l. \~ . i\ ~ ,,'; : /. t I ,'\: :\ ~ ' t, , ~ .1' \', . '. P 1 '">.!"!.I !:\ , ;1; ~ II ~ l, I ;, ~ i:' ' ' ':/" '.:!' .", " ,. .t' ',r' '\ , " ): . , ' , '. ,') . \ 1 t;' I ' , " ~ \ I ' PINES /: I I I I I I I I I I I I I I I I I I ....1 I , , ~' . :j r~ .. , '~ 'f< :':.. '.. Full Dripline . :"': t WOOD FENCE , i Gi ~, 0)" ~O ~O i~ r E3 n 2 ~0G5 , J I," \ii ". ".,WJ .. " Z ~t o 00 - CD\I I- · . ..JI ~" ~ ~z I- ~~ ~ -A. o ~~ A. I"- Z V\ -- Z i(t . ~X ~ ... \I L- ~ III r- ~... co'" · ':'Z - "".. ..JI ~ II! ~ ~~ I- t:: t Z ,... 1M I"- III t - z ,0 ~ - > Z 1M / / . 0 "" " ~ Z III 11\ - !:: 11\ Z ::> I"- Z v:~ . ...~ - :I" A. 1lI:- ...1lI: o ",g z "... ..JI Z .. J ~m ...... III~ . ~~ ..... ... Ill: Iii \I ~ > .. III - 0... \J ~\I ~ U) Z o - I- <C (.) - LL. - (.) LLI ~ U) oes U) ...I - <C I- LLI C LLI ~ <C (.) U) C Z <C ...I ASPHALT PAVEMENT . ROAD BASE ~ I NES Comm.: 0463 I I Drawn By: B.J.V. I I Checked By: H.G. I Issue Date: 11/02/04 Revisions: ," No. Date Descri tion vcs CI) w I- - ::) (/) I- ~ 0=: a:a 0 0 ~ LL. LL. ..J :E =>> C.!) 0 Cet (..) ZC et- 0:: C XO ~..J W OLL. (/) o .. a:IlO:: 0 ZW W~ a.. ::I~ 0 =>>0:: 0=: ::Eet UW D.. :ic3 BUTLER'S NURSERY, INC I.., I; j' " I J I , L 1.2 7011 15TH ST N PINELLAS PARK FL. 33781 PH 727-544-0.(.45, FAX: 727-541-5027. E-MAlL:BUTLERSNURSERYOMSN.COM DRAWN BY: RON BELKO CHECKED BY: CHUCK BUTLER ~: I U rq;\ I' i I ~, .;, r' ~, ,'~:'t:: "~_'j" ; , , ( , . f ~" ' "t} , , " . .......!'.it ,l r : . ~ ll. ~ ~ >y r ~ ' jl ~!' (' . .-!. ~. .... , ( ~ " , (" ) ) ~ ',- ...' . ... ' ....t,dIY.'4,\ ,I',J.,1 I , : :' ,'" t l' j~: ~./: I" ~ ~ J 11; \ ~..l.. :,It:,.. ':' ',1 i '."):,' [ ',' ,- , , ,1',,; ." ~_.j:. t_, _ .' I I j~l 1.4 [ f A,L --HANDRAIL r: I ' ! i' I' " ,\" .' . '.' ...ft ' ," ; .. (I' (\ ~ ~ , J . . l;'~' ..' ..,~ 11; : !7""'~ H' I;' 8' or= EX. 16' ALLEY . /' --' 70 BE ADDED '-'-\~O :RO~ER7Y (2,398.5 SF) / //7//-:;!r77'7/7 T;4/] / L/ _ J: ~/ t. / / / 3 ~ U A" U - - A, ~ ;0 ,\"0 o A" r::/() '-..gj .-,-" I ---'1""'" L_~ ti,t;; "'0 6" CONC' ;;: ~n. CLJR8 u:t ~ I I 8~~--Q // - ---'==, / 0\ EX VACA7ED ALLEY o.RB 3179 PG 290 ~ '.1 . i 1 -,' j..- ,l.r 'I . , ~.., L I / 1 \ ~- -_\ 1~2;P () "" 1- 8 Sf' ACES I ASF'H AI , utj 6 rONG .: ,... 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""'" ,'_ .JLu____~-~-m:-.=J,n=-C) 1,,; ',' -< J,: . i .,.1, ~ !,i, SOU IH BOLmlMRY -- SW i)~-~'NW-174-=-'SECTIOFf16----------__:;---'---"----'''--- 'f' - , " "''',.. ,~ \ I I ~.., ..,.., ,: 'I GULF TO ~AY-BOULEVARD----:-~:~-'---,---'------~- , '~ i, (stATE--ROID-;60)._'._"'''~' , ti auw ---vARIES} 1 ,i " ' : ~ . .L ---------------- ----- ---- --- ---~---~ - -- -- - I \ \ '--~, ,: " Irrlgo. tlon Heo.ds T o.ble '! i Quo.ntlty SYMbol Sprinkler Heo.ds , ,,' , 60 $ RAINBIRD 1800 SERIES 5 Series Streo.M Bubbler tro.jector:y;9 ld~g 360 62 0 RAIN;BIRD.1800 SERIES 15 Series jro.jectory 30 deg 180: '--.{ , 8 $ RAINBIRD:1800,SERI~~ J5 S~.rles";;~r9-'jectory 30 deg ,360; '. , - 1 <9 RAIN;BIRD 1800 SERIES 15 Series tro.jectory 30 deg 1'29'( 5 C) RAINBIRD 180p SERIES 15 '~erles tro.jectory:30 deg o9lf r , . ~ ~ , , ~ -0--"-- 'I \ ~ , !;1 ' , J ~ ~ ',".,~-' , . ' .1/; '" . ,,,',, ~ t' '.. 1 I,: 1 , I TYPE _IRf1I~1' TiION ". .... - I ~'-7 ~J"... j j , " f'f.', t ' ,I; /1 ~J . l ~.. j ..,', , ' t". (' " ,'~ f ( .' / 'I . "It ~', .;- ~ .~. , ,I -' 'I \' t."" " . 'j , \. ;.. '\. . : ,v !' '-{.' , ,: ...I _"... f :, r I I ,,' , ' ,. , , I . 1 ~:'; " ' '4., NOTE BUBBLER PER TREE (NEW OR RELOCATED) " -' NOTE NETAFIM DRIP '"~I , I 1 "',') . , , !I ,I 1 ~ ':,~:>'::~:':;{ ;. \',' ../; ;/', ' , , ; \ ',,' 1.... , / ," (' '. :,.' .. ~. , ' ~ ~ '\: , V" ..1 " ~jo ,I ~ '...' , , ' ,. r ' ;' '- , ; " , , I ~ ~ ~ v 174' ~ ~ ~ v ~ ~ () ~ ~ () () ~ I .~ ~ t~. ~,~ I ~ ~ ~ ~ ~ () ~ Seat c A "ttilttbOPy I. IRRIGA TION NOTES 1, SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER! THE DIST RIBUTION SYSTEM FOR IRRIGATION MUST NOT 8E CONNECTED TO COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON STRATED THAT THESE SOURCES ARE NOT AVAILABLE, ~ l. . - 2. IRRIGATION SYSTEMS MUSI UIILlZE 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 .), 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 4, AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI.. GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEO)JLE:S pf HIGH AND LOW WATER DEMAND AREAS, COtt-TROLLERS MUST HAVE,:MULTIPLE CYCLE START CAPACITY AND A FL~XIBLE CALENDAR PROO~AM 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 lHE 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, .), SPRINKLER HEADS COMPATIBLE WITH THE TYPE OF PLANTING 4, ELECTRIC VALVES, 5, GAUGE 14 UF COPPER WIRL 6, FIBERGLASS OR PLASIIC ZONE. VALVE BOXES, WHERE PIPING IS UNDER IJRIVE.WAY AND CONCRETE WALKS. THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE, MATERIALS SUPPLlE.lJ SHAll BE LQUAL 10 IHOSE MANUFACTURED RY RAIN BIRD CO, OR APPROVED EQUAL. I HE CONTRAC lOR SHAll SUBMII A SYS TEM LAY -OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THF OWNER FOR APPROVAL PRIOR 10 INSTALLATION, Vi l:~J P'-j -1 ~ THE ENTIRE SYSTEM SHALL BE. r';UARANTEEU BY THE CONTRACTOR FOR ONE YEAR FROM THE' DATF OF ^CCEPTANCE BY THE ARCHITECT / ENGINEER, J (y, , 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 SUPPI Y : I 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 or BUILDINGS, ,"".;6' .,~"" '" ",;}...: '.. ,'I Fr~-'10W~ n lUU F~S r. 2 ~025 U SCALE. 1..30' 30 o 18 30 .. J ... tii III. .~ .. EB #5936 ... Z ;tt t\ 00 : 00 "'! ... ~ \J . 'lit '7 : ... 'lit = ( ~ -A.' o ~A' A. eli' Z xt . ~:r: ~ ... \I L- 0. III r- ~ ?- m'" · ~Z ..M.. ..1# 'lit III ~ 'lit ~ ... ;: t Z 1'4' III ro- III t - Z o , > Z III / / . 0 M \J 0. I E= Z :) ro- Z ~= . I-~ .. =a A. ~ IlC o "'9 Z 0'" . ZIi .. ~ III ...... III~ . ~~ .. ... IlC \I~ ~ ... III ~ 0... \I ~\I eo z <C ..J a.. w I- - o z o - ~ C) - 0:: 0:: " NES Comm.: 0463 I Drawn By: B.J.V. I Checked By: H.G. ;0. Issue Date: 11/02/04 Revisions: No. Date Descri tion - en w .... - ::) en .... ~ ~ CO 0 0 .... LL. u- -I :E ~ C) 0 0<1: (.) ZO <1:02 C XO 1--1 W Ou- t/) o '" coO:: 0 Zw wI- D.. :j; 0 ~o:: 0::: :i~ D.. u.... :lEu BUTLER'S NURSERY, INC 7011 75TH 5T N PINELLA5 PARK FL. 33781 P.l 727-5....-0....5. fAX: 727-541-5027, E-...AIL:BUTlERSNURSERV....SN.CO... DRAWN BY: RON BELKO CHECKED BY: CHUCK BUTLER IR1.1