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FLD2004-10075 (2) / FLD2004-1 007 5 21557 US Hwy 19N Drew Street Retail Center . ,J '-.i ';. 1JWr'ff,. .'j1 ~~L' #,#,. ~f) t\ II' ( -# .~:..\ ~ oJ'," J " ~/r. ",;, Ilr. ~~'6I/).it. ~..t:i-/I , ~r' :;l.'::. ~ ~ :: ' f ",;l/(;*"r" ~ <~~ ~ ~~ft' '", ,~ W"~~\'J," '~'J;~"'(..'\'...},.t ":.. f,. AT'Eu '," . i .~ "1 I n, fl' 6 #:",f} " 1 'I f CITY OF CLEARWATER PlANNING DEPARTMENT POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 LONG RANGE PLANNING DEVELOPMENT REVIEW January 24, 2005 Mr. Housh Ghovahee Northside Engineering Services, Inc. 601 Cleveland Street, Suite 930 f Ii. '5 Clearwater, FL 33755 ORIGINAL RE: Development Order- Case FLD2004-10075- 21557 US Highway 19 N Dear Mr. Ghovahee: This letter constitutes a Development Order pursuant to Section 4-206D.6 of the Community Development Code. On January 18, 2005, the Community Development Board reviewed your Flexible Development application to permit retail sales and services with a reduction to the front (west) setback from 25 feet to 15 feet (to pavement), a reduction to the front (south) setback from 25 feet to 9.5 feet (to pavement), a reduction to the side (north) setback from 10 feet to five feet (to building and pavement) and reductions to the side (east) setback from 10 feet to five feet (to building) and from 10 feet to one foot (to sidewalk), and an increase in building height from 25 feet to 38 feet (to roof peak for decorative architectural design), and a reduction in required parking from 44 spaces to 36 spaces, as a Comprehensive Infill Redevelopment Project, under the provisions of Section 2-704.C, and to allow two landscape islands to be less than eight feet wide (from back of curb to back of curb) as a Comprehensive Landscape Program; under the provisions of Section 1202.G. for the site at 21557 US Highway 19 North. Based on the application and the Staff recommendation, the Community Development Board (CDB) APPROVED the application with the following bases and conditions: Bases for Approval: 1. The proposal complies with the Flexible Development criteria 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 Criteria per Section 3-913. 3. The proposal is compatible with the surrounding area and will enhance redevelopment efforts. BRlANJ AUNGSI, MAYOR FRANK HlIlHARO, VICC MAYOR BILL JONSON, COUNCILI\1CMBCI{ * HOYI rL\MILlON, COUNULMC~lIlCR CARLCN A PCtCRSEN, COUNClL~lnlHCI{ "EQUAL EMPLOYMEN I AND AHIRlviA11VE AClJON EMPLOIER" \. J ..' January 24,2005 Housh Ghovahee - Page Two Conditions of Approval: 1. That a revised landscape plan be submitted, acceptable to Planning staff, prior to any building permit issuance; 2. That all Fire Department concerns be addressed prior to building permit issuance; 3. That approved SWFWMD and FDQT permits or letters of exemption be provided prior to building permit issuance; 4. That prior to building permit issuance, provide copies of the approved FDQT right-of way permit for all work to be performed within the right-of-way and the approved DEP permit for installation ofthe sanitary sewer extension; 5. That a Traffic Impact fee to be assessed and paid prior to issuance of Certificate of Occupancy, by the applicant; 6. That all proposed on-site utilities, including electric, phone and cable television, be located underground; and 7. That all signage meet Code, or be proposed through a Comprehensive Sign Program application. Pursuant to Section 4-407, an application for a building permit shall be made within one year of Flexible Development approval (by January 18, 2006). All required certificates of occupancy shall be obtained within one year of the date of issuance of the building permit. Time frames do not change with successive owners. The Community Development Coordinator may grant an extension of time for a period not to exceed one year and only within the original period of validity. The Community Development Board may approve one additional extension of time after the Community Development Coordinator's extension to initiate a building permit application. The issuance of this Development Order does not relieve you .of the necessity to obtain any building permits or pay any impact fees that may be required. In order to facilitate the issuance of any permit or license affected by this approval, please bring a copy of this letter with you when applying for any permits or licenses that require this prior development approval. Additionally, an appeal of a Level Two approval (Flexible Development) may be initiated pursuant to Section 4-502.B by the applicant or by any person granted party status within 14 days of the date of the Community Development Board meeting. The filing of an application/notice of appeal shall stay the effect of the decision pending the fmal determination of the case. The appeal period for your case expires on February 1, 2005. " . ; '.... January 24, 2005 Housh Ghovahee - Page Three If you have any questions, please do not hesitate to call Michael H. Reynolds, AICP, Planner ill, at 727-562-4836. You can access zoning information for parcels within the City through our website: www.c1earwater-fl.com. Sincerely, ~. Cynthia H. Tarapani, AICP Planning Director S, IPlanning DepartmentlC D BIFLEX (FLD)Vnactlve or Fmished ApplicatlOns\US Hwy 19 N 21557 Drew Street Retail Center (C) _ ApprovedlUS Hwy 19 21557 Development Order January 24, 2005,doc ',( ,,~" . :.1~ ' '~~~ ' "', " " I.' 'PROJ, f\Hl SHE~ NO " : 'I ,; g - ..-:" , .- ~ ',q' t' . '., '" "~' " DJ\T~ _--=f~:IL >fb';T{'~ .',. '. " t~:.'':.' :. <L'>~ 1 "i" i\ 1'81 \ , n" V/'JI- ('1 CJ ~.J ~ < ~ {~:.;. .. '. ~~' LEGEND :0 - UGH T POlE . - UTIUTY POlE ) - GUY ANCHOR - O\.{RHEAD UTIUTY WlRE(S) o - OAK TREE 6. - PALM TREE --- -- --- -- W, 1/4 COR, OF SEC. 8, FCM WITH PINELLAS COUNTY ENGINEERING DEPARTMENT BRASS DISK. MONUMENT WAS LOCATED 6/11/2001, AND HAS SINCE ~8E~ DESTROYED BY ROAD CONSTRUC~ON. S I , I I I I I I I I I , I I I I I , I I I I J ~II R C'.I I ,,'" '" '" '" '" .- .- .- .- .- '" '" DETAIL "A" SIR -- -- -- -- -- -- .... .... , , , , , , , , , , -------------~ \ I \\ I \ I \ I \ 1EJjPOOARY CQ<SlROClltIl E'Sflj{NT ~ \, PER PARCEL 719 INFORMATION *IT I \ (O.R. 11306, PG. 615) I " I I I GUY HS : I NOT SOOVtt4 1 I I ---1"" : j .~L_--------_, " ~~ " r.;> 1<)' ' '-..... I " ~~ '-..... I I $ '*1:15' I I 8.ao,;,r. t:: ~ I " &1 "'~ /' ~ Ie" 1 I ~-~ ''---,/ _.._, f!.-., ~c:i ",/ SIR '" '" '" I I I I I 1 1 1 1 1 1 1 I I , I I I I I I I I L--_______ I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ , , , \0--- ,- , , , , , .... , -- , -- -- I '" '" '" '" '" .- '" .- .- '" " -- J '" -- '" - '" - '" - " -- --- ------------- I I I I t- I I I ~ I'ini L(')V1 ~ I'~ i (/)::;) ""-" , C'.>> g I ;::: ~ I 3i ~ I ~ I ,:I: i~q. 200,OO'R ~~'V' 20"0 160,29't.l - ~NDER CONSlRUCTION) ~~ '\J X ~d" x <fj>~ x --- --- --- ~ ui~ - w :::>~ I CD ~<>, <fj>'.:s> x x ~ ~' x 1> ~' x '\"> ~' x 139.76' tl -.... V' 8, ZI ~ ~' x ~ ~' x ,... ~ .,.'!" ~' X X ~ ~' x ~ ~ .,.' -~' x x ~~ x ~ .,.' x ,\'b .,.. x ~ ~~-Q..(, '.9" .~ ~~~ ~' CURB INlfT II! SECTION 8, PARCEL I 5/~ Ffl 12129 O,:)3'N, 0,05'1, 589'56'22"E JO.OO'R N89'55'3J"E 29,96'M 00, 12129 0,3O'N. 0,01'1, r FIR 11267 I I I I I A PARCEL IN THE SOUTH\\fST CORNER Of THE SOUTH\\fST QUARTER Of SECTION 8, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA, FURTHER DESCRIBED AS FOLLOWS: fND. BRASS O/SI( 11762 BEGIN AT THE SOUTH\\fST CORNER Of THE SAID SECTION 8-29-16. ALSO THE POINT Of INTERSECTION Of THE RIGHT-Of-WAYS Of U.S. 19 (SR 55) AND DREW STREET. RUN THENCE ALONG THE CENTERUNE Of THE SAID DREW STREET, S89'56'22"E, 100.00 FEET; THENCE Noo'54'41"E, 50.01 FEET TO THE INTERSECTION Of THE EASTERLY RIGHT-Of-WAY UNE Of THE SAID U,S, 19 AND THE NORTHERLY RIGHT-OF-WAY UNE Of THE SAID DREW STREET, FOR A P.O,B.; THENCE CONTINUE ALONG SAID EASTERLY RIGHT-Of-WAY UNE Of U.S. 19, Noo'54'41 "E. 200.00 FEET; THENCE S89'56' 22"E, 200.00 FEET; THENCE SOO'54'41"W. 200.00 FEET TO THE SAID NORTHERLY RIGHT-Of-WAY UNE Of DREW STREET; THENCE ALONG SAID RIGHT-Of-WAY UNE, N89'56'22"W 200.00 FEET TO THE P.O.B., ALL AS MORE FULLY SHO~ BY SURVEY Of JANUARY 17, 1985, BY C.A. PETERSON, INC" PROFESSIONAL ENGINEERING CONSULT AN TS. CLEARWATER, FLORIDA. a.s cat: CURB (TYPo) r , , , I I I I J LESS AND EXCEPT: N. BNOY <F PARCEl DESCRIBED IN C.R, 4189, PA<I 1520 tft:R:::R:R:fl o 30 I 60 I 90 PARCEL 114 ACQUIRED BY THE STATE OF FLORIDA DEPARTMENT Of TRANSPORTATION BY ORDER OF TAKING RECORDED IN O.R. BOOK 9061, PAGE 2376, PUBUC RECORDS Of PINELLAS COUNTY, FLORIDA. GRAPHIC SCALE 1 inch = 30 ft. I I I I I I I I~~ I~~ .......... I~~ I I I I I I I I I I I I PARCEL III CONTAINING 31601 SQ. FT, OR 0.73 ACRES MORE OR LESS. MEASURED BEARINGS ARE IN REFERENCE TO FLORIDA STATE PLANE COORDINATE GRID NORTH, 'M:ST ZONE, NORTH AMERICAN DAlUM Of 1983 (1990 READJUSTMENT), AS ESTABUSHED BY THE NATIONAL GEOOETIC SURVEY, PARCEL II ELEVA TIONS BASED ON NA'vV88, BENCHMARK: "CAMPUS N" ZONE AE BEGINNING FROM THE SOUTH\\fST CORNER Of THE SAID SECTION 8, TO~SHIP 29 SOUTH, RANGE 16 EAST, ALSO THE POINT Of INTERSECTION Of THE CENTERUNES OF RIGHT-Of-WAY Of U,S. 19 AND DREW STREET; RUN THENCE ALONG THE CENTERUNE Of SAID DREW STREET S89'56'22", 100.00 FEET; THENCE NOO'54'41"E, 50.01 FEET TO THE INTERSECTION Of THE EASTERlY RIGHT-Of-WAY UNE Of U.S. 19 AND THE NORTHERLY RIGHT-Of-WAY UNE Of THE SAID DREW STREET; RUN THENCE ALONG THE THE SAID NORTHERLY RIGHT-Of-WAY UNE Of THE SAID DREW STREET, S89'56'22"E, 340.00 FEET; THENCE NOO'03'38"E 60.00 FEET FOR A POINT Of BEGINNING; THENCE RUN ALONG A CURVE TO THE LEFT, RADIUS 170,00 FEET, ARC 100.05 FEET, CHORD 98.61 FEET, CHORD BEARING N16'47'55,5"W; THENCE NOO'54'41"E, 407,07 FEET; THENCE S89'56'22"E, 30.00 FEET; THENCE SOO- 54'41"W, 501.45 FEET TO THE POINT Of BEGINNING. fiRM ZONE LINE THAT PORTION OF THE PARCEL DESCRIBED IN O.R. BOOK 4028, PAGE 18, LYING EAST Of THE EAST BooNDARY Of THE PARCEL DESCRIBED IN OR, BOOK 7701, PAGE 768, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: CONTAINING 13156 SQ. FT, OR 0.30 ACRES MORE OR LESS, .----------------- 1 1}Ui"" I{~ I~~ l2!:z I I I I I I .J , I =' lit: U: GC, cCl G., I , , , , I I I 1 , 1 I 1 1 I I TABLE ZONE X (SHADED) BEGINNING FROM THE SOUTH\\fST CORNER Of SECTION 8, TOWNSHIP 29 SOUTH, RANGE 16 EAST, ALSO THE POINT Of INTERSECTION OF THE CENTERUNES Of RIGHT-Of-WAY Of U.S. 19 AND DREW STREET; RUN THENCE ALONG THE CENTERUNE DREW STREET 589'56'46"E, 100.00 FEET; THENCE NOO'54'17"E, 50.01 FEET TO THE INTERSECTION Of lHE EASTERLY RIGHT-Of-WAY UNE Of U,S, 19 AND THE NORTHERLY RIGHT-Of-WAY UNE Of DREW STREET; RUN THENCE ALONG THE NORTHERLY RIGHT-Of-WAY UNE Of DREW STREET, 589'56'46"E, 300.00 FEET TO THE POINT Of BEGINNING; lHENCE Noo'54'11"E, ALONG THE EAST BOUNDARY Of THE PARCEl DESCRIBED IN O.R. BOOK 4028. PAGE 18, 166,56 FEET TO A POINT ON THE NORTHERLY BOUNDARY Of THE PARCEL DESCRIBED IN O.R. BOOK 7701, PAGE 768; THENCE ALONG THE NORTHERLY AND EASTERLY BOUNDARY Of THE PARCEL DESCRIBED IN O.R. BOOK 7701, ALONG A CURVE TO THE RIGHT, HAVING A RADIUS Of 170.00 FEET; AN ARC LENGTH Of 115.52 FEET; A CHORD BEARING 51916'54"E, AND A CHOR" ""STANCE Of 113.39 FEET; THENCE SOO'03'52"~ l;,9.55 FEET TO THE NORTH RIGHT-OF-WAY UNE DREW STREET; lHEND: l'l 89'56'46" W. ALONG THE NORTH RIGHT-Of-WAr JNE Of DREW STREET, 40.00 FEET TO THE POINT OF BEGINNING. CONTAINING 5176 SQ. FT. OR 0,12 ACRES MORE OR LESS, INGREss, EGREss, &: PARKING E9fT O.R. 7701, PG, 769 ~ ~. "~ 1-1- .-- - ~ ~~ CUR VE CUR\.{ Cl C2 C3 C4 LENGTH loo.33'M loo,OS'R 41.10'M' 41.15'R 13.12'RM 115.52'M RADIUS 170.00'R 4O.00'R 4O,OO'RM 170,OO'R CHORD BEARING NI6'45'S4"W M' N16-47'5S,5"W R S28"29'10"E M' S28'33'39"E R S80'33'13"E RM N1916'S4"W M CHORD 98.93'M' 98.61'R 39. 33'M' 39.36'R 13.06'RM 113.39'M ~ FlRI.f "ONt UNt t , , , I I I 1 I f I I I I I I I ZONE X I I ".-..,-"-- - "" "'" .. :'1." . -. " .'1=',:.": I I I I I I I "_.., w. ~OY <F PARCEl C r ({SCRI!Ja) IN O.R. 4189, . PA" .......;'1'..(, .' Q '~ 'c9" ...... .~ ...... .. ...... .. .. ...... ...... : !.'.. . " " ...... ...... ...... '\ '\ '\ '\ '\ '\ '\ \ \ \ \ , ;a . , ~ \ . \ ! \ \ . \ ': . \: .. . \' \ \ .. \ :.:-: I _ :1 = I;! r.U ... I- ts ~ t: ":.~ 1 -~rI . ~ . I G.' :":.8 I ,.. ~ . z """ . . . I 1- '.~' I ~ '.:' '---.,/ 1 I I I N89'56' 46.W 40,00'" <\i> ~~<fj>''t- <<:" 125,00'R ~ <fj>' .., x 5/8" FIR IN CONe. 12129 ~Q .lXj:IE I 8g, 881 NN .. " .. . ~~'..::: .p ....~.A.,.-:. ~. oS- ,- :v . ~ ~. ~ <<:" x <tp .9" ~d) ~ --- riJ Ji ~ ex ::I 8~ S ~ II I I "~ ~ ~ ,~ I I ,-,~ -l> ' '~ x -<' ~' ~x '. ~<.~ ': i'~-l> b W. BNOY (f PARCEL ({SffilBED IN CoR. 4189, PA<ts "" ~ i ;oi! z CI ~ .(;>~ x <S- ......: .' ~.,.~.,. .... <f> ~ ~. x ~~~ 1.~~ ;~! ~G!ili - , , , , .\ \ \ i"" }U itl \ ~~ . ~ I! ' \ .f!J~ ~ ~ . ~~I )I!~ 8 ~ ~i Ic;~ Z gi* / ..~~ I ~,.v I I -..J / t C(H;, CURB ,.,. " . ~6 ~'" &1~ 1-"" - <D ~..... w . b~ ~~ CD. ,.;~ ~ "!i>' , , , ::.. ,,,>'.:~\<' "- . .. '\V.,. .,.'' SOUTH BOOY. (f PARTIAl VACAll~ (f O.R. 4-028, PA<I 18 s. ~Y (f PARCEL DESCRIBED IN OR, 4189, PA<I 1520 -Q~ loo.06't.l S89'56' 46.E 115.00'''' .. . N89'56'2tw c;UNDER CONSTRUCTION) , .......q /~ ( \ ~NDER C~SlRUCnoN) S, 1/4 COR. Of SEC. 8 FN~ R/R _~ 16 E., PINELLAS COUNTY, FLORIDA A PARCEl Of LAND IN THE SOUTHM:ST 1/4 Of THE SOUTH\\fST 1/4 Of SECTION 8, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA. BEING FURTHER DESCRIBED AS FOLLOWS: FROM THE SOUTH\\f:ST CORNER Of SAID SECTION 8, RUN 589'56'22"E, 100.00 FEET TO THE EAST RIGHT-Of-WAY UNE Of U.S. HIGHWAY 19; THENCE NOO' 54'41"E, ALONG SAID RIGHT-Of-WAY UNE, 50,01 FEET TO THE NORTH RIGHT-Of-WAY UNE Of DREW STREET; THENCE 589'56'22E, ALONG SAID RIGHT-Of-WAY UNE, 445,00 FEET FOR A POINT OF BEGINNING; lHENCE Noo'54' 41"E, 150,00 FEET; THENCE 589'56'22"E, 125,00 FEET; lHENCE SOO'54'41"W, 150.00 FEET; THENCE N89'56'22"W. ALONG THE NORTH RIGHT-Of-WAY UNE Of DREW STREET, 125,00 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT: FLORIDA DEPARTMENT Of TRANSPORTATION PARCEL 103 ACQUIRED BY THE STATE Of FLORIDA DEPARTMENT Of TRANSPORTATION BY ORDER Of TAKING, BEING DESCRIBED AS FOlLOWS: THAT PART Of THE SOUTIi\\fST 1/4 Of THE SOUTHM:ST 1/4 OF SECTION 8, TOWNSHIP 29 SOOTH, RANGE 16 EAST, PINELLAS CooNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED AS FQLOWS: COMMENCE AT THE SOUlHEAST CORNER Of THE SOUTHVfST 1/4 OF SECTION 8, TO~SHIP 29 SOOTH, RANGE 16 EAST, PINELLAS COONTY, FLORIDA; TI-lENCE N89'56'49"W ALONG THE SOUTH UNE OF SAID SOOTHM:ST 1/4 A DISTANCE Of 2689.93 FEET TO THE SOUTH\\fST CORNER Of THE SOUTHVlfST 1/4 Of lHE SOUlHM:ST 1/4 Of SAID SECTION 8; THENCE Noo'54'50"E ALONG lHE \\fST UNE Of SAID SOUTHVlfST 1/4 Of THE SOUTHM:ST 1/4 A DISTANCE Of 50.01 FEET TO THE NORTHERLY RIGHT Of WAY UNE Of STATE ROAD 590 (DREW STREET); THENCE S89'55'13"E AlONG SAIO NORlHffiLY RIGlT Of WAY UNE 440,21 FEET; lHENCE 589'59'59"[ ALONG SAID NORTHERLY RIGHT Of WAY UN[ 114,80 FEET TO THE SOOTH'M:ST CORNER Of A LEASED PARCEl PER DESCRIP'OON REFLECTED BY MatORANOOM (f LEASE, RECORDED IN OffICIAL RECORD BOOK 4830, PAGE 968 Of THE PUBlIC RECORDS Of PINELLAS COONTY, flORIDA; THENCE 589'56'49"E AlONG lHE SOUTHERlY UNE Of SAID LEASED PARCEl AND SAID NORlHERlY RIGHT Of WAY UNE 24,23 FEET TO lHE POINT (f BEGINNING; THENCE CONTINUE S89'56'49"E AlONG SAID SOOTHERLY UNE AND NORTHERlY RIGHT Of WAY UN[ 100.77 FEET TO THE SOUlHEAST CORNER Of SAID LEASED PARCEL; THENCE NOO'54'56"E ALONG lHE EASTERlY UNE (f SAID LEASED PARCEl 149.74 FEET TO THE NORlHEAST CORNER (f SAID LEASED PARCEL; THENCE N89'56'47"W ALONG THE NORTHERLY UNE Of SAID LEASED PARCEl 59.01 FEET; THENCE S16'26'og"W 156.06 FEET TO lHE SAID POINT Of BEGINNING; CONTAINING 6771 SQ. FT, OR 0.16 ACRES, MORE OR LESS. FIRM ZONE THE ABOvr DESCRIBED PROPERTIES APPEAR TO BE IN ZONE X, ZONE X (SHADED), & ZONE AE (BFE = 21'), IN ACCORDANCE WTH lHE FIRM MAP Of PINELLAS COUNTY, FLORIDA, MAP NUMBER 12103C-OI26-G, EFFECTI\.{ DATE SEPTEMBER 3, 2003. PREP ARED FOR NIK.EH PROPERTIES, LLC; OlD REPUBUC NATIONAL TITLE COMPANY. NOTES CORRESPONDING TO SCHEDULE B, SECTION II Best. GOPY Ava"."" 11, H <JlTlON AGHffilENT RECORDED IN O.R. BOOK 4837, PA<I 599 AFFECTS PAACEl I. (O.R. 48.17, PG. 621 ({SCRIBES PARCEL II~ 12. THE AGREEYENT <F lEA~ RECORDED IN O.R. 4189, PA<I 1491, AFFECTS All rs PAACEl IV, AND A PORTION <F PARCEll (AS PlOTlID HEREON). 13. H MEUOOANOUN <F lEA~ RECOODED IN OR. 4830, PA<I 968, AFFECTS All <F PARCEl IV (ca:RIBES THE ORIGINAl TRACT 1If~ O.O.T. TAKINGS). 14. THE MEUOOANOUN <F lEA~ RECQROO) IN OR. BOOK 4845, PA<I 2160 ~S NOT AFFECT MY SUR\{)B) PAR<E.., A.~D IS NOT PlOTlID HERE~. 15. THE MEUOOA/iliJM <F lEA~ RECQROO) IN O.R. BOOK 6149, PA<I 823. EfFECTS All rs PARCEl., 16. THE RESTRICTIONS REC<ROCD IN OR. 4028, PA~ 20. AFFECT All <F PARro.S ~ I'. rv. 17. 1J.E EAsoeT RECORDED IN O.R. 4028, PA<I 18, AFFECTS All rs PARO:lIll, AN!. !OOTtON (J' PARCEl. \, AS ~WN HERE~. HOi\E\{R, lh .~SENENT HAS BEEN PARTIAllY VACAlEO IN A WAY THAT IT NO lON<n AFFECTS PARm I (SEE NOlE 25). 18. 1J.E EA~T ~roROO) IN {).R. 8O'JK 6235. PA~ 74-4, AFFECTS mE EAST JO FEET <F PARCEll'. AS SHOWN HEREON. 19. THE 'J'EI,G){J!AF.Y EASEMENT RE<XmD IN OR. 11306, PA~ 615, AFFECTS PARCEll, AND IS SHO\IM fm()l 20. 1J.E WARRANTY DIID RECOODED IN O.R. 5130, PA<I 809, ~S NOT tfFECT MY f""I('Ia) PARCEL "lRACT B" ({SCRl!l:S THE SAME ~T AS FOOOO IN NOlE 17. "TRACT C- tfFECTS All <F PAROO. I, AND 1J.E EAST JO FUT <F PAROO. II. "TRACT 0- [)({S NOT t\ff'Er /' SlJRI,{'IID PARCEL 21. TIf: WARRANTY DIID DE~BED IN Q.R. 6185, PA14Y SUR\{YED PARm. TIf: ATTACHED INGlESS AND EGRESS EA~T IS PARCEL ft, SHOWN HEREON, 21 M EAstNEHT ({SCRIBED ON O.R. 7701, P~ 763, AFFECTS All rs PARCElS I ANI) Jl. ANI) IS PARTIIt.LY PlOTlED HER[<lt 24. THE PERNANE!H WAll EA~T ({SCRIBED IN OR. BOO< 9061, PA<l 2391. AFFECTS PARCEll, AS IS <)to\\ft HEREON. 25. ORDlNAN(I NO.. 3722-64, RECORDED IN O.R. 5850, PA~ 1797, IS A PARnAl VACATION <F THE EASEWENT ({SCRl!I:D IN O.R. 4-028, PA<IS 18 AND 19. SAID EA~T NOW ONlY EFFECTS THE SOUTH 50 FUT (f PARCEll". &\JAVEY AB8AEVIA llONS A " ARC lfNGTH Alc " ,IJR CCHlllnOHER If " AlUlltfUII ftHC[ N..llII " AI.U~UII ASPIl " ASPHALT IJ'E . BASE FlOOO ElIVA ncw Bl.IlG " IMLOlHG BlJ( . BlOCl( BII " IlEIiCll WAR!< I3NDY . BOUNDARY 8RC " IlEARIHG B'If " BARBED M FEN~ C . CAl.ClJl), lED C8 " CH~ IlEARIHG CBS " ~1E Ill.OCl< SlRUCTUrE CHO " CHORD (L " CENlEIU€ Clf. OlAlll Uti( ftHC[ (LOS " (LasurE C(l " C(ljJ1IN CCWC . CONCIEIE ell . COUNTY ROAD C/S " CC1<<:REIE Sl.AlI C(Jl.~ CfJV . CO'tUlED NO o . llEDl DOT . DEPARlWENT ~ IRAHSPORTATICW DRHG " 0RAINA!1: 0/' " O!ll\O'AY a OR EI..EV " ElfVAI10N EOP . EDa: ~ PA'oOIENT EOI" [DOC ~ WATER ESlfT " EASEloIENT FOI . FOUND CONCIE1E MONUMENT FrS " FI.ARfD END SECTICW FIP " FOUND Ilac PIPE FIR " fOOHD R()l ROO ft . Fl.OI UIlE f'UI " f1El.ll FND " fOUND FOP " fOUND crol PIPE fPC " A..allIlA POD coop, fPP . fOUND PIIfCHEI) PfE fRII . fRAI,f f2l. " Fl.OOO ZCK LH CAA " GARAtI elf " GlASS OO1lSUrE H'If " HOC VIR[ fIJI(I HYl " HlGf WAlER UIlE INV .. IIlVERT LB " l.AHl) StAl'Cl1HG alStf:SS LFE '" Loe flOOR EJiV LS " LAND S!JR\(YOR II " ILAStHD WAS " IlASCNlY t.I(S " lIITERED 00 SECnCJl t.IH . WANHOLE N!ll " w.a. A/fJ ~ IlHI . OVERHEAD ~E{S) OR . OffiCIAL REClJlllS 015 . OffSET P " PlAT PB " PlAT BOO< PC " POINT (E CUi\( Pee " ~T (E COlI>OUND Cl.R';( PCP . PERIIANENT COHM POINT PC . PAtI PIC . PARtCER KALCJl PI. . PR(KRlY UIlE P(8 . POINT ~ II:GtM<<i POt . POINT (E COIAf:llCOo(HT P(L " POINT CW Utf: PP . POD POl! PRe" POtlT (E ~ CURVA1URE PRII " PERIIAHOlT flEFER(H(f MOOIIOH f'R{)' . Plla'ERTY P9I " f'RiJESSIOllAl. SUR\{YOR & lAAPPER PT " POINT (E TANGEItCY p\l(T . PA';(MENT RAIl . IWlltlS R"RE~ REf " REfOlEMC[ 16 . 1lf.S0CliC[ IlL " RAlllAL UIlE It.S " rEQSlrRfD lAND SUR\{YOR RICl . RCXNl RNG " AA'ltI \ \ \ \ \ \ \ \ "''I' \ \ I :~-\-- \ I ~~p;~h:-(~:.~---:-=-=-------------- \ I (f O,R. 4-028, PA' <?r~, "0 (O.R, 4028, ""l:SS [SjJ', ~'1' <t~~'A ~ - _ 1 PG. 18) x "1." '.9" - :L _ _ _ _ _ _ _ _ ~____~ <f 'b <t.~'0 i - -- -.. I ----__ ... I - -, L19' . '.';.'.':' I I . I I , I .,.~. ~ ~ ~ <o'Y1;' ::..' V11 on I <0' .::1 I '- uJ I N . a;._ I ~ I ~~~ : "'~~ :;a.- ;. I ~? :j J. ~ I 8 ~~~~ ;,~ :'x n:~?X!!j .~i P~:CE:IJ' ~ ~e, ~ ~ ~~\!s I b <tl.Ja:i : :.~ ~f> ~~x ~!i ~ ~.,: .,.t' ?>:Oo ~1' ~ ~ :;'., X i~l:>1 x x" x i~~ .~ ,.~ ~ ~I' .oS> ..$ ~ I ~~ x'" 7 ~I ~ll') ~ ~ x Xi .- - '~ J.. ~ ~~,~. DETAIL -A- ,.._________.J l' f3 ~~, . .. "'\ I is ~ ,. ___L__: 1:2 .......1 1", ~ " j.(;><ll> \ j \ I \ 1 \ I , I I I I I I '\\< ~ ~ .,'\. --h<9 I """S-'>'.,.~ .,.. '~~' I Xx X X ',I I , 2oo00'R I 1 ~24" ~:~ cf> .,..r!;> CJ I ~ 9'5J2~!)<"5~"!i>' A_ d):lf::__ 119.54'M__,):,"'" _ ,~?~__ '~~~.3"E ~ :;:..........'.. S89'56'46t ... ~..' '., -Q" :/. '.'<t .-:'. .... ':..:. J, .3OO,OO'Rt.\ .,..-:...:..::.l..:~S89'56'46.E~~" ::il'~' -3- ':".:..,.. ..;.' ..'......{> 34Ooo'RN ..-....:~589'56.46.E - . :.~.:... ':." 455:OO'RN ~ ~ ~ ~ ~ <~-Q* <'<3>.(;><& <'-l>~{f .,....y.~~ <'-l>.(;><ll> '1J> '<fr a::: 'q,. ~. '<;> 'b o d LO ~I ~ ~i , I , I I I , I I I- , ~ I I I ~(PNmI)~ I I ~I I' lHE SW COO. (F SEC. 8 ~ii ~NOOl f FND. PINELLAS COUNTY ENGINEERING~: CONSTRUCTION) DEPARTMENT BRASS DISK ~I , zl I / S89'56'46t 100,00' , : ti' S89'56' 46"E 2690.06'M ~-----------~---~----------------------------------~----------------------------------- DREW STREET (SIR_ 590) BRG. REF. Utf: 4-lAI'( HtGlWAY; ASPH.6LT ROAD; UNDER CONSTRUCTION TWP. 29 S., RNG. PARCEL IV RRS . fl!.A. ROAD SPIKE RII. RIGHT-(E-WAY SCII . :u CCJlCft:1E "CWUMENT s,t " SCJmEJ) EHQ.OS,K SEe " SEClll* :u N!ll . :u NAl AND ~ RLSI 2512 SIR . :u IRCJl Ral RLSI 2512 so . ~AAE SRf . SPI.Jl R/Il FENCE SR . STA J[ ROAD STY 0: STORY SlJ8 . Sl.WM~1* S/I . SlOCWAUC 18 . '1" SAIl TBlI " TllIPOlWlY BENOl WAf!!( TC . T~ (E CURB T(8 . T~ ~ BAt<< TOS " lIE (E Sl.Ol'E TRANS . 111inalllER ]'W) " T~ PIP . T1'PICAL UG . IJ'lOCRGROUNO Ull . U1lJTY 'Ml . wooo 'If 0: llOOO FENCE WI . WROUGfT IRCW FEMCE \liT . 1Illl(S$ YIIf' . H FENCE 'tN . \fA lER VAL\{ m AOORE\1ATIONS MAY AlSO E*: COHCAlENAlED AS REQUIRED. ... OTHER CQW(RY RECOGNIZED AND/OO ACllPlEO AB8RE'w1AT!ONS ARE: AlSO UTlUZED BUT NOT Sf{OfIED !fREON. 1. uruss OTHERH STAltD, TIf: PROPERTY ({SCRIPTION ~\\ft IfREON WAS PROWE BY TIf: ClIENT, OR a..ors ({SlGHAlEO A<INT. 2. UN~ 1t.IPRO'.6IENTS, INa..UDlHG OOT NOT UYlTED TO BUlDlNG FWNOATIONS. HAl,{ NOT BEtH LOCAlEO EX<IPT AS SHO\\ft !-ERE<W. .3. INACCESSI!l.E ABClE: mouND IMPRO'.6IENTS (E.G. BUIlDING OYrRHANGS, nm ~'lHIN ~CURED AREAS, ETC.), HAlE: NOT BEtH LOCA lEO EX<IPT AS SHO\\ft !-ERE<W. 4. THIS SUR\{)' WAS PREPARED \lTH H EemT rs a.o REPUIlJC NATIQN.&L TIn.r 1NSURAN<t: CfJIPI>14Y TIn.r CXlI.IYThlENT. TIn.r REPORT NO. PIN 04022227_ DATED FEBRUARY 13. 2004. 5. THERE ARE NO ~SW; ~TS. (X(lPT AS SHO'Mt !-l:RE<W. 6. OC~ <F THE POSSlBIUTY rs YO\6IEHT rs H WOOUMENiAlIOH fR()f ITS <HaNAl PlACOOr BY PERSONS OnD THAN M SUR\(YQR. IT IS REOOaIIODED THAT PRIOR TO MY NEW !WPRO\OI[NTS <* THE PR<RRTY THE POSllKW rs THE WOIfJI,OTA1IOH BE \(Rft[). 7, UHAU1HCeZED <XFIES NfJ/rJI. RfPROOOCTlOO 'M N4Y t.mUN fE lHIS [)()C!JW[NT OR ANY PCRllONS THERE<F ARE EXPRE~Y PROOllIlEO '1niOUT H 9GNlHG 3JR\{Y(Jt'S \lAm:N ca<<NT. 8. BASS fY OCARlNGS IS PlAT, \JHI.E$ OTl(RU SHOYlN OR STAlED. 9, All!lJlDlHG lIES, PR<PERTY MARKER lOCA1KWS Nil) OTHER ~tt rt.IPRO~T LOCATIONS 9-iQ. IfREON ARE: ILASURED PERPEHOICtlAR TO JOJAa:HT OOJNOARY Ulf:s, utUSS OlHERH STAlEO, 10. !tOO) Z<H: ~ATION AND/fJt !tOOO Z<M: lINES (f 1>14'1 S1iOYtH HEREON HAl,{ BEtH SCft.El) fQ TIf: RmRENCED MAP AND ARE APPROXlMAlE. THE TRl( A..OOD ZCH: lINES WST 8E OClERNlNED BY AN ENGlHEER. 11. lHIS SUR\O' ()({S NOT OC1ERMlNE OR IYPlY ~P. 12. na WAY E*: MOTION..... RESTRIC~ EA~TS OR OnD MATltRS <F RECORD lHAT ARE: NOT 9-iQ\\ft HERE<W ~!y .BE. FOUND IN THE PUllIC RECOOOS fY THIS OJUNTY. GENERAL NOTES BOUNDARY SURVEY ORIGINAL c~~'-:~.~, r- __LI z r..,l JLl] Ir,~' '<:::j~l ~ ~, c---- c:> 0_ --:;:--., I c:> -..I <. c~...---' "'-! ~j [:3 == lD u: U . [Ln. _1]r I. (','--~f ,0 ~ : ,-_.,. o<:l w (c-J:l t' g ~ G0 C i1 n il Z JJLL Z i .,-._-...--......=:1' . :5 /' C'I". ( 0.. L__=-.J n~ JOB NUMBER: 040022 DATE SlJRVEYED: t/YJ/2004 DRA'MNG FILE: 040022,DVI:l DATE ORA\'vN: 1/30/2004- LAST REVISION: 3 1 2004- X RErEREN(l:: N A CEORCE A. SHIJlP II AND ASSOCIATES, INC()RPOIJATED LAND SURVEYORS !.ANO PLANNeRS .131t P,SlfYJ 1)D(!/J'fJRlJ, Sf/If'1 /J PJIJII/iIUJ{}Ji, J't(JUM . .11183 PII()HI (111). 111-SI9I I'gl11!) 181,..//SI R[\Asm 3/1/2004: ADDED INFORMATION RELAlED TO THE THE PRO'v1DED TIllE COMMITMENT. LB 1834 L <{ o o N ~ o ~ ~ o o N .......... f'. ~ '--.. N ~ - Q) 3: u 0::: W > o () /" ----... u o ..c I- o LL 3: Q) I- o ~ m Ul :J '-.-/ (0 ~ ~ o /" Ul +' <-> Q) "~ o I- 0... o <{ () o +' :J <{ ,~" LEGAL DESCRlr)lfION: PARCEL I A PARCEl IN lHE SOUlH\\rST CORNER OF lHE SOUlH\\{ST QUNlER \,: SECTION 8, TOYMSHIP 29 SOUlH, RANGE 16 EAST, PINEUAS COUNTY, FLORIDA. FURlHER DESCRIBED AS rou.ows: BEGIN AT lHE SOUlHY[ST CORNER Of lHE SAID SECTION 8-29-16, '\1.50 lHE paNT Of INlERSECTlON Of lHE RIGHT-Of-WA'l'S ()f U.s. 19 (SR 55) AND DREW SlREET, RUN lHENCE ALONG TII[ CENTlRUNE Of lHE SAID DREW SlREET, S89"56'22"[, 100.00 FffT; T1iEN<I ;~0lt'54'41"[, 50.01 FEET TO THE INlERSEClION ()f lHE f \SlERlY RIGHT-Of-WAY UNE Of lHE SAID U.s. 19 AND lHE HORlHERlY RIGHT-Of-WAY UHE Of lHE SAID DREW STREET, FOP .\ P.O.B.; lHENCE CONTINUE ALONG SAID EASlERlY RlGHHJ'-WAY UNE Of U.s. 19, Noo'54'41"E, 200.00 FffT; THENCE ;.>89"56'22"E, 200,00 FEET; lHEHCE SOO'54'41"W, 200.00 FEET TO TIiE SAID NORWERLY RIGHT-Of-WAY UHf Of DREW STREET; THE:lC:: ALONG SAID RIGHT-Of-WAY UNE, NB9"56'22"w 200.00 FffT TO mE P.O.B., A'l AS MORE FUllY SHOWN BY SURVEY ()f JAI"jj ~Y 17, 1985, BY C.A. PHERSON, INC., PROFESSIONAL ENGINEERING CONSUlW1TS, ctEARWAlER, FLORIDA. a,qeU.^ ~ ;(dO::> lseS ?~,~ ,<. FL€lOIJ) laNE INF'fORMATION: THE ABOVE DESCRIBED PROPERTY AP'EARS TO LIE WITHIN FLOOD ZONr'X"&" AE"PER FLOOD INSURANC: RATE MAP 12103C-0126-G MAP REVISED: SEPTEMBER 03, 200~ SURVEY INFORMATION PROVIDED gyp. SIGNED & SEALED SURVEY BY: GEORGE A. SHIMP II, FLORIDA REGIS J t_RED LAND SURVEYOR No. 2512 DWAYNE A. RUTH, PROFESSIONAL SLRVEYOR & MAPPER No. 5635 DATED: 01/30/2004 SECTION 8 , TOWNSHIP 29 S, RANGE 16 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA. JAN 9 5200~ liTE PLAN APPROVED _ GA&~ iF ,_~U4 41 7.5 eA!~ me ~.. ~ Z 9. itC.:: DA, re.:, ~.~ , - {} , "::":11 F\A"E -LP-OS- GO" Uf'\T ,',.".... "~' ". S,@NATUR! ~-'"-'- ~ .. BAli ,..,. ',-' i-L'I~r- I I ! I I ^ \ .'....................> , . "'" ' -"\'" .....'/ '. I !I I' I SITE DATA PROPOSED (p) REQUIRED C C ZONING: LAND USE: CG CG USAGE: RETAIL STRIP SHOPPING CENTER RETAIL STRIP SHOPPING CENTER LOT AREA: 31,602 S.f. .73 AC. 31,602 S.f. .73 AC. BUILDING COVERAGE: (S.F. & % OF GROSS SITE) GROSS FLOOR AREA (S.F.): F.A.R.: 8,687 S.f. 27.5% N/A 8,687 S.F. 0.275 .....-....- - .- 'r y - ...... '" '-... / 9.5' TO PAVEMENT \, \ 5: TO PAVEMENT(~ORTH)lj \. ~: i8 SrD~mr~l~E<1~~~) I 5 TO BUI~D!NG(EAST __.....A. N/A 18 TO TOP Of ROOf DECK 33.77' TO MID PT. OF PEAK .55 25' BLDG. SETBACKS: FRONT: SIDE: 10' REAR: 20' BLDG. HEIGHT: 25' PAVED VEHICULAR USE AREA: (V.U.A.) IMPERVIOUS SURFACE RATIO: (I.S.R.) OPEN SPACE: (S.F. & % OF GROSS SITE) PARKING LOT INTERIOR LANDSCAPING: (S.F. & % OF V.U.A.) VACANT 14,445 S.f. N/A 24,827 S.F. 0.79 .95 VACANT 6,775 S.f. 0.21 100% .05 2,560 S.f. 0.18 .10 VACANT fA :J~I~J:J iW/JfJ PARKING: 36 N/ A (INCLUDE 2 HC ) CALCULATlONS:~PKG SPACE ;;R""~~;;;-Q.~ AR~A) (8,687 / 1,000 X 5 = 44) 2 HC PER 25 TO 50 PKG SPACES REQUIRED 44 PARKING I I I I I II II I . III: I ' II I~ II , z J ~~ 0 00 - cov l- I . .( ~\1 " ~% ... ~2 ~ -~ 0 ....'" 1'40 -J Do. C% '^ - <t: z x~ z .( ~x - I ~ ....v (!) I- ~UI ~I- -- co'" C!: . 1'41oloi 1% 0 mil M.. .( ~= 'llt~ I- ~t Z 1'41 l&I ....w t - z 0 ~ - ~ > Z 1&1 . 0 '" " ~ z WU\ - CU\ Z :;).... ",,,, z '" .. .( I-~ mil t:2o A. ~- ...~ " ",0 ... z 0.... .( % .. ~~ ... ...... U1~ . ~~ .d ...~ - v~ EB #5936 > '-w - 0... v ~v THIS DRAWING IS AN INSTRUMENT Of SERVICE AND SHALl REMAIN THE PROPERlY Of THE ENGINEER. AND SHALl NOT BE REPROPUCFO. PUBLISHED OR USED IN mf WAY WITHOUT THE CONSEtff Of THE ENGINEER.". ,. @COPYRIGHT 2004 NOT PUBUSHED ",J; S" .'., / /' --y,'::' :~"~,~ ;)2"0.:' "e~~{J/;1?.5}.P's- /,;5 :", "': :~" " is.~.;~': ~,~~ ';,' '., ~ ARTH'Uij R. r;~tAK] P.E",jlM&94-. ~, , " . -\ ".. , . . COPIES Of ,'THESJ;; ,~\,,~~~S7 ARe: NOT' YAUO;UNlESS EMBOSC.klYo wITW .fl-tE"SIGNING ,f;NGINEER'.S SEAL ...., ~ . 0 . k-.~~}"G. )~ .;< LEGEND EXIST. ELEVATION cP c)' '" x EXIST. CONTOUR 10 NEW ELEVATION NEW CONTOUR EXIST. STORM SEWER + 10.00 - - -10- - NEW STORM SEWER -- NEW UNDERDRAIN 1 ___________ 1 EXIST. SAN. SEWER NEW SAN. SEWER _1_1_1- EXIST. WATER SERVICE - - - - - - - - - NEW WATER SERVICE --------- NEW INLET . . NEW SAN. MANHOLE NEW CLEAN-OUT(C.O.) NEW BUILDING AREA C.O. - 1 _[j]_ 1 _ ilL L L L. \.1 i. i L.l" I 1- L t I. i~ l t" t"l I I I. ",I! I,!,!,L!PI I.,I.! L! ! ! UU ,I NEW ASPHALT 1'[~~;~0i;\Btii}0i$;i"At~,t~;~~;<~~{\~R';,~t~j<s~'>;.1 NEW CONCRETE TEMP. SILT BARRIER I ,;,/,',,':,:;,;: ':,'~';'::'",':. .':', c: ",';...." 'I ~:-f(?"~,: /?:..7 r-~:~,:,,-<(<~: .::} ,:_:}:'~,:.<.:::;':~;';~ -::,>;~::. :-:.:::.; POINT OF CONNECTION OF NEW UTILITY TO EXIST. 4 M B.F.P.D. F.H.A. F.D.C. T.RO. T.&V. METER BACKFLOW PREVENTION DEVICE FIRE HYDRANT ASSEMBLY FIRE DEPARTMENT CONNECTION TEMPORARY BLOW-OFF TAP AND VALVE JAN 0 5 2005 OR\GINAl INDEX OF SHEETS C1.1 CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 STAKING SITE PLAN C4.1 GRADING, DRAINAGE & UTILITIES SITE PLAN C5.1 CIVIL SITE DETAilS C5.2 CIVIL SITE DETAILS l1.1 LANDSCAPE SITE PLAN, SPECS. & DETAilS IR1.1 IRRIGATION SITE PLAN I NES Comm.: 0446 I I Drawn By: B.J.V. I I Checked By: H.G. I /Issue Date: 10/25/04 Revisions: No. Date Descri tion / / .,N 0 5 2D05 .. 0:: w I- Z w (.) ...J Lt) I.t') - f'- <C M 0') M <C I- ~ . .<( I- W 3:~ <C 0:: c :J:~ . . ..J W I- (I) u.. . I-- CI) :;) r:c," - oesw CI) 3: .1- ~~ -I - W 3:r:t:. > 0:: w<t - C o::~ U cu C1.1 '~lilJ.'"l,~", "n""""";' ;.,."tF......'ri..'lI';...,~),<',!J!Il,'.~'.;!l'~.;'t:'--."'lf,;!;r~W~~:\\~"-':~.,1i;W,.,'~_.\-,;-"'.''l-~I;,...,;..'; ,~~:. .1;'. ~',1:r""..".~~___ ,.;..,."'~.1'''hn''_lc'-!'l'';<'~ '..r-\...,".,,\, I" .-G'A'. L D' I'=S'C' I~)II)."I'."IO."'" N. iii "",E '.,',. "'" . ,.'\. t, I. N SECTION 8 ,TOWNSI-IIP 29 S, RANGE 16 E CITY OF CLEARWATER PINELLAS COUNTY, FLORIDA. : ' {\Ii i i n 1',,\I<ul ii, IIi! ~;OUlllwtSI CORNER Of lIiE SOlJIIW.EST OUARlfR OF ,~,' CIIOIJ 8, 1001'lSIIIP 29 SOUfH, RANGE 16 EAST, I'INIII IIXltn { IlORlDA, f1JRTllER DESCRlI3E!l AS fOllOWS: llWN" Ii ',lYdllll'IFSI cormER OF llIE SAID SECTION 8-29-16, ALSO IIIE POItH OF INlERSECTION OF TIlE RlGHT-OF-WAYS (* :1,. " (51' f;5j'ilD DREW STREH. RUN lHENCf ALONG TIlE mHERlJtJE Of TIlE SAID DREW STREET. 589'56'22'E. 100.00 IILI, 1!:c.I'() t;o':54'4l'E, 50,01 rrn TO TIlE INlERSEClION ()f HIE EASlmLY RlGlH-Of-WAY UNE Of llIE SAID U.S. 19 AND III! 'j[1}\ll':J<LY RI':HT-Of-WAY Uilt: Of TIlE SAID DREW STREET, FOI< A P.O,B.;fiIEllCE CONTI/llJE ALONG SAID EASTERLY I(IG!II, (j 'iliA Illl: ('C OS, Ig, IlD0'54'41"E, 200.00 FEET; llIENCE 589':15'22"E. 200.DO FEET; lllENCf S00'54'4rW. 200,00 FEET 10 illl SA:, ,;(\iilii:.i,!' HlGHf-Of-WAY UNE Of DREW SlHEET; llIfllCE ;,IOtlG SAID RIGHT-Of-WAY UtJE, N89'56'22'W 200.00 lEU 'o'k H!.B, \I.L ,.$ MORE FUllY SHOWN BY SlIHVEY Of ,WHIM!\' 17, 1985, BY C,A. PElERSOll, ItJC., PROFESSIONAL fl/(~Wf@1 ')r~~;!JLi^~ns, ClFARWA1FR, nomDA .. - .110-- _______.....1 ~ t. ~ ) 3l ~ 1 J / ,t // .'. / -----// JI I SITE DATA -, EXISTING (E) PROPOSED (p) REQUIRED - --J_ . __ 'II ..... .- bflfi.._......,..-- .~ -- C C C ZONING: CG CG CG LAND USE: c~ VACANT OFFICE USAGE: LOT AREA: 31.602 S.F. 31,602 S.F. 31,602 S.F. .73 AC. .73 AC. .73 AC. BUILDING COVERAGE: VACANT 8,687 S.F. N/A (S.F. & % OF GROSS SITE) 27.5% GROSS FLOOR AREA (S.F.): VACANT 8,687 S.F. .55 F.A.R.: 0.275 .....-..... - - ~ y y -~ ~ FRONT: --- / 5.-i;' pI~[~~~~rJ~~TH- 25' BLDG. -~ 5: TO BUILDING ~ORT~l 10' SETBACKS: SIDE: --- 1 TO SIDEWALK EAS) ( , 5' TO ~U~hQ!NGLAST -- REAR: - N/A -- 20' --- -- 18r--rOrOPOrROOF DECK BLDG. HEIGHT: --- 33.77' TO MID PT. OF PEAK 25' PAVED VEHICULAR USE AREA: 14,445 S.F. N/A (V.U.A.) VACANT IMPERVIOUS SURF ACE RATIO: 24,827 S.F. .95 (I.S.R.) VACANT 0.79 OPEN SPACE: 100% 6,775 S.F. .05 (S.F. & % OF GROSS SITE) 0.21 PARKING LOT INTERIOR LANDSCAPING: VACANT 2,560 S.F. .10 (S.F. & % OF V.U.A.) 0.18 ~, N/A 36 fi/ PARKING: (INCLUDE 2 HC ) PARKING CALCULATIONS: 4 PKG SPACES PER 1 000 ~Q. FT. FLOOR AREA .~ ~A7 1 000. X 4 - 35 - "V V' ~ "V,.....-..r ~ ..... -v 2 HC PER 25 TO 50 PKG SPACES REQUIRE~ ------ ~.-/~ Ill( "I'; .' (,. ' L Q N 11) f'- o n 7 o o N "-.. f'- "-.. N ;,' >~:~ 1 i -:'J, . '~r ";' . Ql $: u cr: w > o o ./' .r--. U o ..c \.... o LL ';'" +-' If] FLOOD ZONE INI:~JlllVlt\rrION: $: QJ '- o ~ ill !\BOVE DESCRIBED PIWPERTY /\1 .::.A,RS TO LIE WITHIN FLOOD (lIH"'.{" &" AE"PER FLOOD INSURAi:r ~ATE MAP 12103C-0126-G (' v m 'j , i<'l VIS[ll ~)EPTEM8Fr< CL:S, 2( .'1 (/) => '--" LO -T "<t o ./' If] +-' U QJ o \.... CL o <( o o +-' :::l <( -T o o 0J ,uf(VEI INFORMATION PROVIDED I SIGNED & SEALED SURVEY BY: ;,FORGE it SHIMP II, FLORIDA RE(;ISll,<ED LAHD SURVEYOR ~Jo. 2512 ! iW/l, ,(!'II Ii. RUTH, PROFESSIONAL lW\TYOR & MAPPER No. 5635 i" I! I; \) I i ~J(J / :Z004 "'- ~kil!f.UR&iUf:iWtit~~;.c~i~~....t,!f.~'tTJll.i:D"'~~~~~>..;f',;{,,;:.r-~k.:..:.:.,:,::.:~.!.1.arX&-:!f0;\i-, .-'1~1~L...~-.;:c",....."':t.(ln.~~'7.-..."..t\""'!"'. ,~ J l J ~('''''""O''1% f i ~~_;'I1.I~::a:.;,",Ir:.. ._,'~;l'\J'~,,~ ..~'.'-----""---'_""""-'-'~""'''''''''''''~_''''l'l~'1'''!'!"",,,J t~EGEND EXIST. ELEVAIIOII EXIST. CONTOUI< NEW [LEVArIOI\) , lU,OO NEW CON10UI< -, 10 -~- EXIST. SlOWvl ~;"WII' I NEW STORM SEW[I~ NEW UNDERDRAII'-l .....,. r1 ,..., ,...., r"\ ......., ......."'lI "..., ,~ ~ r- EXIST. SAI'-l. SEWER NEW SAI~. SEWEI~ IP'V"ft.,..,.", EXIST. WA] [1< SI]NICI NEW WA1Ef< S[INICI NEW II\ILJ: I fll . NEW SN.J. Iv1NIIIl1l1 NEW C LEAl'.) - ( )l J I (( ( NEW OUILlJII,j(; /\1 ~ I , NEW ASPIIAII NEW COI'-lCl<E II TEMP. 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'" ,\ () DEe 0 8 2004 PLANNING DEPARTMENT CllY OF CLEARWP>JER / / .w....~ \' ./ i " ~----.~( .~~~;llY;;rJ.;1;'!.:U'{",)3l~.~~~,.~ \ INDEX OF SI11EETS I l C1.1 CIVIL SITE DATA C1.2 CIVIL SITE SPECIFICATIONS C2.1 DEMOLITION SITE PLAN C3.1 STAI{ING SITE PLAN C4.1 GRADING, DRAINAGE & UTILITIES SITE PLAN CIVIL SITE DETAILS CIVIL SITE DETAILS LANDSCAPE SITE PLAN, SPECS. & DETAilS IR1.'1 IRRIGATION SITE PLAN " I I , i I <: C5.1 C5.2 L1.1 <1: 1- <C c w I=- - (~l .-J 51 -- t.) '. \ \ ! / , ... J. _.'''''' .,-~...>C,.;;",.~~~~.i17".tli'l...,}.':'o'\~~)l'~ ,/./ ~-~,,-, .,_....,/'-, ;--,. /........--/ ,/' ,~, ..~.~...~~~ llllS DRAWING IS Atl INSlRUMENT or SERVICE AND SHALL REMAlNII~IS,(>ru;~Eid~'~fhiL ENGINEER, AND SII^"L /lOT BE REPRODUCED, PUBUSIIEO OR usm' IN Af"t ',,\M:'Vi!1110Df" IIIE Q:.:2'C? cW @C"I""""'/ZQ~:\'c,,~Ol ""'m",~o', t:t: w I- Z w U --I - <C I- w LX: I- U) ~1 . IJ.J c.t: C ,~"l.~'~." >'..'.'W!l"l'1n1,.... __^RTIIUlllt PAlM, ('.E. #44894. . ':: " ,', COPIES or THESE PLANS ARE NOT VAUU UNIJi:~'<' ;":, r :' ,-' EMBOSSED WITII TIlE SIGNING ENGINEER',S s.fl\t,<'c D" :0';' 0 . n\ .-;. ,~.,p-';'_H ,"~,'."t... .,;0. .,' .-.~J~,'/;Or..~"'~.W'I.'~ift~f~';'"''''~,'.lt,''1mi..;r.:Q.J'~j;ft~,.....~~<,~il!rJIlj,t;~~ili"l~1;~" Jir.J4f:': -' r-- 0446 B.J.V. H.G. 1 0/25/04 Descri tion . LO LO ...... C") en C") ~ . .<( ~~ :Co . -.I en 1.1.. . =>>ci ~LU I- .<( ~;:: 3:" w<C ~~ C(.) 1.1 , ~= l S.W.F.W.M.D. I EROSION CONTROL NOTES 1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLA-TION OF EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO INITIATING AND DURING ALL PHASES OF lAND CLEARING AND CONSTRUCTION TO PREVENT SOIL EROSION AND SILTATION. 2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL STORM WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED AND SHOWN ON PIAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING. 3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY IN PARTS OFF SITE. 4. AFTER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED SHALL BE REGULA-R MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE OPENINGS IN THE CONTROL STRUCTURES. . ' 5. ALL DISTURBED CONl/lTIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BEllER. 6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN. NOTE: PIAN CONFLICTS, SHOWN OR UNSHOWN, WITH OTl-lER EXISTING SITE IMPROVEMENTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO MAKE ADJUSTMENTS AND PROTECT OR REINSTALL ALL DISTURBED EXISTING UTILITIES, PHONE LINES, POWER LINES, POWER SUPPORT CABLES, SPRINKLER LINES AND CONTROLS, MECHANICAL PIPELINES OR UNDERGROUND POWI;;R CABLES AND RETURN EXISTING CONCRETE WALKS, DUMPSTER PADS, FENCE, HANDRAIL" VALVES, HYDRANTS, GUY WIRES, ELECTRIC BOXES AND PIPELINES WHICH SHALL BE REPAIRED OR REINSTALLED AS INCIDENTAL TO THE COST OF WORK SHOWN HEREUNDER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RESOLVE ANY CONFLICTS PRIOR TO AWARD OF THE CONTRACT. NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS 40D-~))& 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER OFFENSE Wl'TH EACH DATE DURING WHICH SUCH VIOlATION OCCURS CONSTITUTING A OFFENSE. ':' .\p MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY 1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY. 2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTl-lER SUBSTANCE THAN STORMWATER. 3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS. 4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED IN ACCORDANCE WITH THE APPROVED PIAN. OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE PERCOlATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E. GASOLINE, OIL, GREASE, CHEMICALS, ETC. THE POND UNDERDRAIN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE sPEt,n FILTER MATERIAL SHALL BE DISPOSED OF IN A PERMITTED FACILITY. EROSION AND SILTATION CONTROL NOTES 1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS, FILTER FENCES" BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED FROM DISTURBANCE, AS A FIRST STEP IN THE lAND ALTERATION PROCESS. SUCH SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE ANY OTHER DISTURBN!CE OF TI-lE SITE BEGINS. 2. PROTECTION OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC., WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLA-TION. 3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING ANY PERMANENT SUBDRAIN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT THE END OF THE WARRANTY PERIOD. 4. SWALES,' DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS LEADING FROM TI:lE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER INTERIO~ 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 UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS. 6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED REGUlARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT AND/OR REPAIRED AS REQUIRED. CLEARING AND GRUBBING NOTES 1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION PLA-NS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL R:::GUIATORY AGENCY'S TREE ORDINANCE AND DETAILS CONTAINED IN THESE PlANS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE OWNER. 2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE AVAILA-BLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY. 3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE, NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR PlANTED WITH OTI:lER APPROVED lANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION. 4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR lANDSCAPING PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER. CLEARING AND GRUBBING NOTES (CON'T) 5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE REGUlATIONS. ONLY "GRADING BY HAND" IS PERMI1TED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN. 6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY EXISTING STRUCTURES. 7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING. 8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PlANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE OWNER AND REQUESTING A ClARIFICATION OF THE PlANS PRIOR TO DEMOLITION. 9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS. 10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE TO THE PlANS. 12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY, STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETlANDS. WATER SYSTEM NOTES 1. ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGUlATORY STANDARDS AND SPECIFICATIONS. 3. ALL DUCTILE IRON PIPE SHALL BE ClASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A 21.31 (AW'NA C 151) AND PIPE SHALL RECEIVE EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A 21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71). 4. ALL FITTINGS 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. FI1TINGS SHALL BE CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-l04. 5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA C-900. PIPE SHALL BE CLA-SS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN ACCORDANCE WITH ASTM 0-2241. 6. WATER MAIN PIPING OF LESS THAN 4" SHALL BE PER ASTM D2241-89. 7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED SLEEVE TYPE JOINTS. I.' 8. ALL GATE VALVES 2" OR lARGER SHALL Bf RESILIENT SEAT OR RESILIENT WEDGE MEETING THE REQUIREMENTS OF AWWA C509. 9. ALL FIRE HYD?ANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE APPROVED 8Y THE LOCAL UTILITY AND FIRE MARSHALL. 10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER SERVICE lATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION. 11. THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON DETAILS. 12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH THE LOCAL REGUlATORY AGENCY CODES. 13. THE IRRIGATiOI~ SYSTEM SHALL HAVE COLOR PIPING AND lABELING ON THE PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING. WATER SYSTEI\.~ TESTING AND INSPECTION REQUIREMENTS tj, ," 1. ALL COMPm~['~TS OF THE WATER SYSTEM" INCLUDING FITTINGS, HYDRANTS, CONNECTION, AND W,LVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE TESTED AND '\CCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN ACCORDANCE ~v'ITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF PERFORMING TESTS. 2. NEW WATER MAINS AFTER COMPLETION OF INSTALlATION OF NEW WATER MAINS, PRESSURE TESTING SHALL BE PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION. SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT REQUIREMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES SHALL A NEW WATER SYSTEM BE PlACED ,INTO SERVICE UNTIL CERTIFICATION BY THE ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT HAS BEEN ISSUED. SANITARY SEWER NOTES 1. ALL SANITARY SEWER MAINS & lATERALS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER. 2. ALL SANITARY SEWER MAINS & SERVICE, lATERALS SHALL BE CONSTRUCTED OF POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS. . 3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULA-TORY STANDARDS AND SPECIFICATIONS. 4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF EXISTING CONNECTION POINT AND NOTIFY OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES. , 5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION D-3034-77C, SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321. ALL SANITARY SEWER PIPELINES SHALL Sf: SOLID GREEN IN COLOR. 6. ALL PVC FORCE MAINS SHALL BE ClASS 2000, SDR 21, COLOR GREEN, WITH A GREEN MAGNETIC TAPE A MINIMUM OF 2" WIDE, PlACED 1 FOOT BELOW THE PROPOSED GRADE. THE PRINTING ON THE .MAGNETIC TAPE SHOULD READ "FORCEMAIN". ' 7. ALL DUCTILE IRON PIPE SHALL BE ClASS 52 IN ACCORDANCE WITH ANSI A 21.50 (AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, A 21.8, OR A 21.51. . 8. ALL SANITARY SEWER GRAVITY MAINS OR. SANITARY SEWER FORCEMAINS THAT REQUIRE D.I.f'. ARE TO BE POLYLlNED OR EPOXY LINED. 9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING. SANITARY SEWER TESTING AND INSPECTION REQUIREMENTS 1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY THE OWNER'S CONTRACTOR. CONTRACTOR' TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION. , ,!' 2. THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAVITY SEWERS INSTALLED IN ACCORDANCE WITH THE REGUlATION AGENCY HAVING JURISDICTION MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPO PER INCH PIPE DIAMETER PER MILE. TEST RESULTS ARE TO BE SUBMITTED TO, THE REGUlATORY AGENCY FOR APPROVAL. COORDINATIOI'-l AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. 3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN ACCORDANCE WITH THE REGUlATORY AGENCY HAVING JURISDICTION. SAID TESTS ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE REGUlATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL PARTIES IS THE CONTRACTOR'S RESPONSIBILITY. WATER/SEWER CLEARANCE REQUIREMENTS VERTICAL CLEARANCE AT CROSSINGS GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE lAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER JOINTS AND WATER JOINTS WILL BE EQUIDISTANT FROM THE POINT OF CROSSING WITH NO LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE UTILIZED: WATER/SEWER CLEARANCE REQUIREMENTS (CON'T) A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE CROSSING (10FT. LINEAR SEPARATION BETWEEN JOINTS); B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE CROSSING (10 FT. LINEAR SEPARATION BETWEEN JOINTS); C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE, AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO BACKFILLING; OR D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICUlAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION. ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE. HORIZONTAL SEPARATION BETWEEN PARALLEL LINES GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10 FT. SEPARATION, THE WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELEVATION SO THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE WATER AND SEWER JOINTS SHALL BE STAGGERED. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE DEPARTMENT AND BE PRESSURE TESTED TO 150 PSI TO ASSURE NATERTIGHTNESS BEFORE BACKFILLING. SANITARY SEWER/REClAIMED WATER & POTABLE WATER/REClAIMED WATER SEPARATIONS WHEN THE REClAIMED WATER LINE IS TRANSPORTING WATER FOR PUBLIC ACCESS IRRIGATION: MAXIMUM OBTAINABLE SEPARATION OF RECLA-IMED WATER LINES AN) DOMESTIC WATER LINES SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN REClAIMED WATER LINES AND EITHER POTABLE WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS. WHEN REClAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION: THE REClAIMED WATER MAIN SHALL BE TRfAT ED LIKE A SANITARY SEWER, AND A 10 FEET HORIZONTAL AND 18 INCH VERTICAL SEPARATION SHALL BE MAINTAINED BETWEEN THE REClAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS, NO MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES. NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS AS STIPULA-TED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED PRIOR TO CONSTRUCTION. GRADING AND DRAINAGE NOTES 1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, PEAT, BURIED DEBRIS), IS TO BE EXCAVATED IN ACCORDANCE WITH THESE PlANS, OR AS DIRECTED BY THE OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER. EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PlANS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST COLlAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY. TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PlACED. DEWATERING SHALL BE USED AS REQUIRED. 3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) UNLESS OTHERWISE NOTED ON PLA-NS. 4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, ClASS 150 STANDARDS, UNLESS OTHERWISE NOTED. 5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE TRAFFIC RATED FOR H-20 LOADINGS. 6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON PlANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND. 7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGUlATORY AGENCY. 8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT ELEVATION(S) OF THE STORM PIPES(S). STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S). GROUT AROUND PIPES FOR WATER TIGHT AND SMOOTH FINISH. PAVING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS 1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL 13E SUBJECT TO A VISUAL INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLA-CEMENT OF BACKFILL. 2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL ACCEPTANCE OF THE PROJECT. 3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUB/vlIT CERTIFICATIONS TO THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET. PAVING NOTES 1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL. 2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCT'JRE. 3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING TO BE 4" WIDE PAINTED WHITE STRIPES. 4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS THAN TWELVE (12) INCHES. 5. STANDARD INDEXES REFER TO THE lATEST EDITION OF FOOT "ROADWAY AND TRAFFIC DESIGN STANDARDS." 6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT, TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM DENSITY PER MSHTO T -180. 7. THE CONSTRUCTION OF PAVEMENT WITHIN PINELLAS COUNTY RIGHT -OF-WAY MUST MEET THE FOLLOWING CRITERIA: ASPHALTIC CONCRETE: 3-INCH (PC-l), BASE: 10.5-INCH FOOT CERTIFIED COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY MSHTO T-180. SUBBASE: 12-INCH ST/\BILlZED TO 40 LBR AND COMPACTED TO 98% MAXIMUM DENSITY AS DETERMINED BY MSHTO T -180. PINELLAS COUNTY RIGHT OF WAY NOTES 1. ALL R.O.W. INSTALlATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUi\L 2. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS SET DOWN IN PINELLAS COUNTY lAND DEVELOPMENT, ZONING AND/OR RElATED ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMEI~TS. 3. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE US DEPARTMENT OF TRANSPORTATION'S "MANUAL ON UNIFORM TRAFFIC CONIRQL.QI;VICES" AND THE FLORIDA DEPARTMENT OF TRANSPORTATION'S "DESIGN STANDAR!:lS: INDEXES 600 THROUGH 670 (lATEST EDITIONS). 4. INSTALlATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JElliNG IS ALLOWED. 5. COMPACTION FOR PIPE BACKFILL SHALL COMPLY WITH MSHTO T-99(100%). 6. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 1. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RElATED DAMAGE, IN THE OPINION OF PINELIAS COUNTY HIGHWAY DEPARTMENT, SHALL BE REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINELIAS COUNTY HIGHWAY DEPARTMENT. 8. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES. 9. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPlACED. SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AFTER REMOVAL. WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT. 10. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE SWEPT DAILY AS PART OF DAILY CLEAN-UP. 11. SIGNS AND BARRICADES FOR MAINTENANCE OF TRAFFIC PLAN REFERENCE INDEXES 600 THRU 605 ROADWAY & TRAFFIC DESIGN STAI\DARDS. PINELLAS COUNTY RIGHT OF WAY NOTES (CON'T) 12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION. 12. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF MAXIMUM DENSITY AND SODDED. 13. DO NOT DISTURB EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINELIAS COUNTY H1GHWAY DEPARTMENT AT 464-8900 FOR ASSISTANCE. 14. PROVIDE A MINIMUM OF 3" COVER OVER UTILITIES AT ALL DITCH CROSSINGS. 15. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELIAS COUNTY TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED. 16. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFElY ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION EXCAVATION SAFElY STANDARDS (29 CFR SECTION 1926.650, SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE PURSUANT TO THIS PERMIT. 11. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX 515. 18. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT INDEX #104 & 105. 19. MAINTENANCE OF TRAFFIC TO BE IN ACCORDANCE WITH FOOT INDEX # 604 OR OTHER AS APPLICABLE. CONTRACTOR'S RESPONSIBILITY NOTE IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S) AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC AND WRITTEN CORRESPONDENCE 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 NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING THE OWNER A COMPLETE PROJECT IN FIRST ClASS CONDITION MEETING INDUSTRY WIDE STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS A PARTICUlAR AREA HAS BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS. CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S) UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND TI:lAT AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE CONTRACTOR SHALL REPAIR AND/OR REPlACE THE DAMAGED AREA TO THE SATISFACTION OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER. AS A PART OF THESE DOCUMENlS, A SITE SURVEY AND/OR SITE DATA, WHEN PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME NO RESPONSIBILITY FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LOCATION OF UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO: WATER SUPPLY STORM SEWER ELECTRICAL POWER IRRIGATION LINES FIBER OPTIC CABLES FIRE AlARM SYSTEM CABLES CONTROL WIRING SYSTEMS SANITARY SEWER NATURAL AND LP GAS LINES REClAIMED WATER SUPPLY T.V. CABLES TELEPHONE CABLES SECURITY WIRING SITE UNDERGROUND MECHANICAL INCLUDING INSULA-TION IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE WORK. THE CONTRACTOR SHALL REPlACE OR REPAIR, PER SPECIFICATIONS, ANY AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL COST TO THE OWNER. 1. TRENCH EXCAVATION _ INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS NOW A PART OF lAWS OF FLORIDA CHAPTER 90-96. _ THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH THIS LA-W. _ A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE. _ A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND APPROVED BY THE ENGINEER. 2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC. MUST BE IN PlACE AS PART OF THE FIRST PHASE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR 3. THE USE OF ELECTRONICALLY STORED DATA IS INTENDED FOR INFORMATIONAL PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION. --~--: .: --~3i' ._~-- ~' .i~;, ,'il< 0;:'.' NOTE TO CONTRACTOR THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD IJr~AW- INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYor~. THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS & PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS & DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES INCLUDING THE SANITARY SEWER AND WATER PIPING. THE CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED RECORD DRAWINGS TO THE ENGINEER. THE AFOREMENTIONED RECORD DRAWINGS SHALL BE SUFFICIENl ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING JURISDICTION. LIIU\ CU\ j.... '^"" "" .:~ Wa ~- ...~ ,^O .... 0"" Z .. ~ffi ....... LII~ ~~ ... .... ~ -"'~ > 1"" LII - 0.... \J ..0 '" .. ~ ~ z ~~ o 00 - coY ... I . .A ..0" ~ "If Z ... ~ C2 ce -~ o ~b Do !:: z Z xi .( ~:c ~ Yo '" I.- C> W .- ..0" co'^ . M u.lz I .... M.. A "llt... ~ "llt~ ... r:: ~ Z M I W .... UI ~ - Z o ~ - > Z !.II i: ~ I \/l GENERAL CONSTRUCTION NOTES 1. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MIHIMUM STANDARDS SET DOWN IN PINELIAS COUNTY lAND DEVELOPMENT, ZONING AND / OR RElATED ORDINANCES, 2. ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VER1ICAL DATUM. 3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, Sl RUCTURES, AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAIlABLE AT THE TIME OF PREPARATION OF THESE PlANS. THE CONTRACTOR WILL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING THIS WORI< PRIOR 10 CONSTRUC110N 4. THE CONTRACTOR SHALL CHECK THE PlANS FOR CONFLlC1S NJD DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORI< IN TilE AFFECTED AREA. 5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSHINE" AT 1-800-432-4770. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO HIE START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM. 6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONS1RUCTION SAFElY SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICllo.JlTY OF POWER LINES AND OTHER UTILITIES. ~ o M " C> Z - Z Z <t .... 0. o z <t ... . . 7. ALL UNDERGROUND UTILITIES MUST BE IN PlACE Ato.JDI ESlU) AlII) INSPEC I Ell I'RIOP TO BASE AND SURFACE CONSTRUCTION. 8. IT IS THE CONTRACTOR'S RESPONSIBILITY 10 BECOME FAMILlAI~ WIIH IHE PERMII AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. lHE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION. 9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEEI~; SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE. FAILURE TO OBTAIN APPROVAL BEFORE INSTALlATION MAY RESULT IN REMOVAL Alo.J[) REPlACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO TI IE OWNER'S ENGINEER. 10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, 1llE 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 REPlACEMENT AT THE CONTRACTOR'S EXPENSE, 11. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES II~ 6" lAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREI\S 10 BE PAVED, BACKFILL SHALL BE COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY MSHTO T -99 12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTIl OF AT LEAS I 3,000 P.S.!. IN 28 DAYS, UNLESS OTHERWISE NOTED. 13. ALL PRIVATE Ai~;J PUBLIC PROPERTY AFFECTED BY THE WORl< SHALL BE RES10RED TO A CONDITIO!'! EQUAL TO OR BEllER THAN EXISTING CONDITIONS UNLESS SPECIFICALLY EXEMPTED BY THE PlANS. ADDITIONAL COSTS ARE INCIDENTAL 10 OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED. 14. ALL DISTURBEl' AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND MULCHED TO WT 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 WOR\(, AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR, AT HIS EXPEN~,t, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE REGUlATORY AGENCY AND ENGINEER OF RECORD. 15. THE SOILS EHGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION II'STS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINl::ER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS, REQUIRED BY THE LOCAL REGUlATORY AGENCY, AND THE FLORIDA DEPARTMEHT OF TRANSPORTATlml (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED. 16. THE CONTRACTOR SHALL MAINTAIN A COpy OF THE APPROVED PLANS AND PERMITS AT THE CONSTRUCTION SITE. 17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION SAFElY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEAt'-lS AND METHODS FOR CONSTRUCTION SITE SAFElY. 18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAIHING lHESE AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER. EB #5936 :' ~-,~,~~~~ I NES Comm.: 0446 \ ',. I Drawn By: B.J.V. I , r Checked By: H.G. J r"lssue Date: Revisions: No. Date 6 )~ ii l~ 6 ~IS l~ l~ l':;~ i:;~ i:~ 6 -6. ,/ / 10/25/04 Descri tion ~f~ \ ~ : D ENT 'ER ~ W I- Z UJ (.) --' 10 1.0 - t- <C M OlM I- "r""" . .<C W ~9 0:: :r:~ . . ...J t- (f.) 1..1- . en ;::)ti' oC:SUJ ;: I- .e:( tis: LU s:et:: ~ w<C C et::~ CU 0' - lilt' : ~, , ~ ~EI'i ' ;~:O82~ . I JG DEP/' ( F CLEAr v ,I' " (f) , Z ,: 0 -- 1- <( U .- LA- - U w CL. Q) w I- - (/) -J -- > - U ~ lil' 19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENfS ARE CENTER 10 CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMEto.JTS FOR MITERED HID SECTIONS ARE TO END OF PIPE. 20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMEN1 IS TO SF ADDED OR EXISTING PAVEMENT TO BE ELIMINATED. 21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS. WA1ER VALVES, WA1ER METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BID AHD NO ClAIM SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR TIIESE ADJUSTMEN1S, 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,D.O.T. STANDARD SPECIFICATIONS. SECTION 125-8.3, lATEST EDITION. 23. THE CONTRACTOR PERFORMING TRENCH EXCAVATIOlo.J, IN EXCESS OF 5' FEEf Il~ DEPTH, SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S (OSHA) TRENCH EXCAVATION SAFElY STANDARDS, 29 C.F.R., S.1926.650, SUBPART p, INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS ADOPTED BY THE DEPARTMENT OF. lABOR AND EMPLOYMENT SECURITY (DLES). 24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES Willi DIFFERENT s~:~~s. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC" TO 5' OUTSIDE OF THE BLDG(S). THE PLUMBING CONTRACTOR IS TO CONNECT AND MEET THE INVERT ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORI< SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES AND REQUIREMENTS. 25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORI<MANLlI<E MANNER TO COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITII THE BEST RECOGNIZED TRADE PRACTICES. 26. DEVIATIONS TO THESE PlANS AND SPECIFICATIONS WITHOUT CONSEtH OF I HE ENGINEER MAY BE CAUSE FOR THE WORK TO BE UHACCEPTABLE. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER. 27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARA1E SUBMITTAL(S) AND PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE HJGIHEER, I(E' I o ~ PLANN CI1Y T L OJ. CK~ < ~~ ~ ' c \ . ~I ~ . ~ ~I ~ 0\ ~ ~I ~ ~I ~ ~I CI:) ~I :2 <( LO o (3J ~ If) o -i- o o N '-..... r-- '-..... N . CJl ;> .> u -q (j) -'--' tf) /' r-... U o ..c L o LL ~-' lf) :;: (j) L o c:cl m tf) :::J '--/ to -q -i- o /' lf) .<-, U (j) ,~ o L 0.. o <( u o ..., :J <( -t o o N EX. SAN. Mil ~"", TOP EL. = 27.10 INV, EL. = 17,88 'I II " EX. SAN, MH lOP EL. = 31.57 INV. EL. = 18.31 1 ^'v 0 I I I I ! I I I I A 'I' .. -r------_~. ill I -I~ I ~ I \ ~. 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II' Il" ... .. .. ....W?O',9.. .. .. .. - .. .. .. .. .. .. .. .. .. .. .. .. - .. .. .. - .. .. - .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. - ... .. .. ... ... ... ... '" "" ~ ~ '"' .- ....' ~,9..> (f ")~~. CURB '<':?;'6' ~% (J ~? S EX. 16 W '~ INLET ... - ... - ... - ... .... .... - - .... .... ... .... - .... .... - .... .... -- .... ""'" ..... .... - .. ... ... ..... .... ... ... - .... .... - .... ... .... ... ... .... .... .... - ..... - .... - .... - ... ... ... ... ... .... .... .... .... .... .... """" ,..,..", -~ ~. .". , " " .. "Z5' · "Z5' .~ \-?~;.<~ \( '\'\ {>, X I I I I I I ~ I I I I I I I I I I I I ! I I I i I I I I I I I I I 3=. "ro. . . GJ. . 29,00 : Tr. 29."2: r . . . . . . . _...-.--- . . . . . . . . . . . . ,", 'l ~ {J' X <3- '<'S '6'0', 'v'~ . ~ ,<,,/'00 C -r( \ \ \ \ \ Q;)IQ 1" X fo~'\ :\,. C"'\:: r_' "v,\::,,' ~' ~~ -- 20. 160.29 ' ~") .~''-,)'''' "c;:.:,. {>. ~. Jif. _ ---- - - - =. 1IilIoI~-'- 20~ 3 .j:> ~- X ~"" ~. X <i" ~. X '\~ ~. X o ~ ~- ~' X X " r0' X '0 ")10' X ~ ~. X ")'0 ~. X ~ ~- X ,\'0 ~. X rV r0' X ~ ~- X '\") r0' X ~ ")10' X " r0' X ~ r0- X c?' ~. X X ~ ~ ~. ")10' X ,Q;) ")10' X ~ ~' X '-,)'0 ~' X X .?'" '0'0' tJ"", ~'l<; f:!:'! G::' Q;)Q;) 1" X ~ ~'<1J "c,. {>- ~. \ ~' E\:: C) C) c::i C) C\ C\I P.l'? ~ .'Ii ..... ") "c;:.:,. 'liJ' \"" X DEMOLITION OF THE SITE INCLUDES THE REMOVAL/RELOCATION OF ALL EXISTING STRUCTURES WITHIN PROJECT AREA, PAVING AND BASE, UTILITY LINES (SANITARY SEWER, STORM PIPES, WATER LINES, POWER POLES, OVERHEAD AND UNDERGROUND POWER AND TELEPHONE CABLES, GAS LINES, TREES, SHRUBS, ETC.) AND IS NOT LIMITED TO WHAT'S SHOWN. LEGEND REMOVE: "?9 , 6'..> >11 I I SJ P.l' ~ r''Ii '" <:::; "v 'liJ' \"" X X <'0' .,9,... I ... . . I .' 4' 4~' 4 :".:" CONCRETE <-b ! '.?6' X -V r0' X ~ X />C (. . <-b <',9 . <-b ...) REMOVE CURBING TO THE NEAREST EXPANSION JOINT. REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE NEAREST EXPANSION JOINT. [JJ [I] m X ~ /'; 0..i ('..i t?s. t?o (5' '::'> REMOVE/RELOCATE TREE. ~ ~' ")10 "c" ")10' \'0 X Q;)IQ r0' X 4 ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN, AND POLE BASE SHALL BE FILLED WITH APPROVED SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO 95% OF MAX DENSITY. r", I I "'",.d <-b Aj> X ~ .:: , "- "'t " ~- X 5 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND PINELLAS COUNTY. I(ECEIVED ~ II) ~.~ . "c,.~. IC) ~. ~ I >. ~I ")10' . IX : <-b , '''> I I DEe 0 8 2004 PlANNING DEPAI(TMENT CITY OF CLEARWATER BCAlE. '1"1120' DREW STREET (S.R. 590) 4-LANE HIGHWAY; ASPHALT ROAD; UNDER CONSTRUCTION 20 Q 10 20 ~"""'.'" ~1~'" ''!':lv''#I,,1ltW'~lI1f-'':'lli'JI>d..''Q>...~.1.1:1~::;.Wif.l1!"~JlI:~'~W!'UI1''.l:.~~~.,- ~~ :-:'::f~:::nfcl:Zll.II.r:'rT'. -'_ ."".. .:-. 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LO ..... c::nM ~M .<( ~9 :J:~ . .....I en LL. . :;) rr. .. oijUJ I- .<( t;~ 3: ~' W UJ \' 0:::.....1 '~:' c:;u"';' '" ,.t,;\.;<r " 'T', ....s:-, . t- (/) ~ w rx: c 10 w C litiS DR^'; IflG IS P,N INSlRUMENT or SERVICE mD SI,^U. REM^,N mE: PROPERTY or lI1E E.NGltIEER, AND SII^U. Nor BE REPRODUCED. PUBLISHED OR USED IN NIY \'lAY, WlTIJOUT HIE CONSUlT (]f' mE EtlGINEER. '(pCOPYRIGHT ?,Of" ' '1~)l;f:fJl:lI.ISHED' QdG?~ .. 2.1 AHIIIUR H. PAlM, 1~.E.#44894_: '.,,' corlES or IIIESE PI.ANS ^1~ENOT VALID 'UNi:ts' ,,? ,'~' 'I' EMBOSSED WITH THE SIGN!NG ENGIN~E~':S,~:~<:,~, .' f <:',:( ~~ f -'>l,""l:" ',W'r:,~"~' .~,"~w:;.::j'l,;;.f\IT,...-.;;;.:m."'1'>}i.L~Hlf~~..iK.,..~.t~l~~~~~:~~~.~'. ~ ~I . ~ ~I ~ C\ ~ ~I ~ ~I ~ ~I v) ~I :2 0.. o "T OJ o N 8J "T o o N ~ 1O '-. ('J . 01 ~ U "T ~ !]) ....... (f) /" u o L L o LL ...... U} 3: (j) L o 1 o(l I \ \ \ \ \ EW RETAINING WALL 589.5 160.29 I FW~~iIIiO~; -~- .. .. _~ I.. ... CURB INLET DRIVEWA Y TO BE CONSTRUCTED BY D. O. T. ~o (j) ~ (f) :) '-.../ 1O "T -t o /" U} ....... v (j) .~ o L 0.. o <I. e..> o ....... ::J <( "T o o N SIGN ~ :: ....... '<it ~ 1<:::;) <:::;) IV) I I I I I I I I I HC SIGN 24" Ci A.DA. RAMP - .. .--- 20'x20' TRAFFIC VISIBILITY TRIANGLE NEW DROP CURB PER F.D.O. T. INDEX 300 DRIVEWA Y TO BE CONS7RUCTED BY D. O. T. CURB INLET CL DREW STREET (S.R. 590) 4-LANE HIGHWAY; ASPHALT ROAD; UNDER CONSTRUCTION LEGEND NEW ASI:JHALT 0- .. _ 1_ L L l_l_ NEW BUILDII'JG -.L .-.-....._-... ......._-.. ........-.-......-.- "-... '" '" ..--...-..------...-...-..--...-...-...-...-...-...-..--...-...-...-...-...-..--0 NEW CONCRETE r'j L. ...........) ECEIVED DEe 0 8 2004 PLANNING DEPA!'(TMENT CllY OF CLEARWATER '"' -----..~, _~.2'~'~:'~_.'_~~~" {. _~f_:T...:2.'~-:~.!.~:::'~~f:~~,:!,~~~~~~. ' 1 ! I I I I I I I I SCALE. '1"1120' 20 o 10 20 40 rj!j '"1-' ~. i{" L 'i~' ; ". z .~t o 00 -, '" L' to v,,;' r-',' I. . ;1" A :! ~ f.:',i '""" .....&. 1\ I- ,~=,-I' ," .... J, tt ',' - A. 1" , ~1I'\f o MQ' . A., eZ~:i '^ '" - ~;, z': .. ootft,;, , ,;)( <; j A"..(:r:t '""" n_ ," , 110# -Vi: ". .... "" ' L-. . . ~ 1-.. .... ~~i . tow., ...., MZ'{ . I,., ... 1'1'\.. ,,' A~"lf= ~ l!i "" ..( ...'..,.,.,.-ootft Z -:: .... <; 'M I ,: 1,1,I ~w ~.- '. Z o c:: - > Z u.I 0' . 1'1'\ " ~. Z PI 1ft - !: 1ft Z :;).... Z '^~ -( Ii -(, rorI w Q ~ ~- ...~ Q '^9 z a...., A z'.. '""" ..( Rl rorI .... I- 11I..( . ~~ ~~ ....-( o~ ..0\1 ~ I ',..,.,.~.,-..,'>'.' ..., EB #5936 NF.S amm.: 'Drawn By: f Checked By: 0446 B.J.V. H.G. :"!z: I~ssue Date: 1 0/25/04 I Revisions: No. Date Description '^ / / , . \ I_~ l~ / / I ,~~ / / , 6 / / 6 / / 6 / / l~ / / ,/'i / / /\ / / /' / / L~ I~ / / l\ / / f~ r. / t ~ , , ~~} ,ft? -.- .- h , I !, 0:: ~ IW ! It. W ~ I- ~ z I w U -I to Z 1.0 -- It) ,<( <J: ........ en M --I I- ~ M i Q.. W .<t W ~ ~e l- . :I:~ - l- . ....J ..'.,U) CI) LL. tn . :;:) "" C) !t: s: cd w Z I- ....:<e - CI) ;: .. ~ w <J: 0:: 3:~ '/ UJ <(. !;' l- e 0.:: w :' ,~ ~, ....J U) C U' ., .\'J"., ;;;! k . ;,,j' i'. ... THIS DRAWING IS Nl INsrnUMENT OF SERVICE AND SHALl REMAIN mE .pROPE:Rfi' Qf' 'Hr~; "I ~ ENGINEER, MID SI~l.l NOT BE REPRODUCED, PUBUSHED OR usm IN ANY., W^'('.l'tiTI:IOIlT . . HIE CONSENT OF 11 IE ENGINEER, @COPYRIGIfT 200l' " "lor, mlRlJSllE " Q,paCMi Dl[b)7~{'; '~C3.1 C~:~~"~FR,::': A :::sP ~~ ~Al.J'; UN""~:>:"'" \': \~:.:'..'.j EMBOSSED Willi THE SIGNING ENGIN~'S SEA1:""":'~'';'''d"o.',,<. .::....~:,.,;;;r.;,..,....1,;:r,1'I~t4.,..t..i;lO'O~~.w,:piIf:ii'~.f.Qllil"mlJ!lIItllCl'''''-I..__.-.-..~.-l'...q_i~~:;..\ '. '" ~ ~I . ~ ~I ~ 0\ ~ ~I ~ ~I ~ ~I trj ~I 2 <r: 8/J 1O ~ .q- lJ) o .q- o o N ~ f". ~ N . G> 3;: D .q- ~ (V +J If) /' D o s:: I- o LL +J III 3;: Q) I- o ~ m If) :::::> '-" 1O .q- .q- o /' III +J U Q) o l- n.. o <r: u o +J ::J <r: .q- o o N 1 THIS DRAWING IS AN INSTRUMENT Of SERVICE AND sHAJIRtMAl~'TJ-iE PROPERlY or' rn~ ENGINEER, AND SHAll NOT BE REPRODUCED, PUBUSHED OR -,iSEO IN~cWAY.. i'.IITl:fOVT' THE CONSENT Of TIiE ENGINEER. <!;>CQPYRIGHT 2004, NOT PUBUSHE9.. r/ O-t~ .... . DEe 07~lf ..C4. 1 ARTliUR R. PATAK, P.E. #44894 ..,. .<" ">T--~" COPIES Of THESE PLANS ARE NOT VAUDON~.E'SS';~~ [~~"I / \ ~~,.,.,., I EMBOSSED WITH THE SIGNING ENGINEER'S .S,fAl:!t'i:".: ~G o'~ . ..iJ EX. SAN, MH ~ TOP EL. = 27.10 INV, EL. = 1 ra8 '.,' , " I I I I I I I I <'0' <'0' '&0', 'J~ ',l-: '<C'.^ C' '.....( ~ ~. x x <'".. '<f9 ~~ ~. x ~'<.) ~' x \ \ T/W ~EW RETAINING WA.LL EL. 31.3) 0 ,,'<.). ",,><- " v h'J '..=_ _160:!.~~~ ~2 . - _. ....,,-~ .. .... 1_I_l_I_I~I_I_I~I~1 ~ cV' X ,l-:x ^t:: .....(. '<'...> , <'...> 'db> '<'0 ----~---El--~ ~. ~' x x v ~' x --------El----- ~~ /JEW BLDq~ x x 8, 687 8.F. FL. EL. 310 --------El- --- 9 ~'~ '\.". .~' ~'v' X X .?& '.9".. ~ EX, SAN. MH TOP EL. = 31.57 INV, EL. = 18.31 I I I I I I I I I I I I I I I I I I I I I I I I I I I I , , , .?' .?,,:l8,. rc y,'fZ . , , , , , , , <)8- .?q'~v?"')'c ~'I( t/ '0...> X (\, "J\:) ,\"J P.>~ ~. f>' - x ~ --x- - - - EI- - -x:- '\'\ ~. X ,l-: x 1t:: .t.l "d l?t.l ;:9,t/ '/...> ~ ~' x ~ f>' x ~ f>' x --------El---- '"::;: .en ~ I i~: ~ I ~~ 1?~ ~ I f ~ I I I ",d IX ~ ~ I ~ ~ "J\:)' . U >( \ ~<Q f>' X ~ ~' X V P.>' x- ch .( ) , X ~ ,:: ~ :j' . t;;:>'~' , ~. , 3=' "co' . , GS, . 29.00: TC 29."-2 :FL . , , , , , , -...-...-'" E1 '- ""t -0 "J\:)' X ~ 'II) 'S'. ~ · '\.'" "J\:)' ! l::) ~", '\ 15} '30.8 "I' \ .... ':J/ ..<(' s:) : .... \ "j , ~.\..;...." ~\ I X ...... , ch ........ \ I .~ I - 30.5 ........ / 30.5 / / ~ ~-/ ~. "J\:)' // ~'Q x x /~~ /x ~ ~. X o ~. X ;') 'S''Y '\'><- '\.'" "J\:)' ~". X X ~ X S ~. ~'v 'S'':V 0" ~. x ~ '<f9 I<ECEIVED ~ "J\:)' 30.0 DEe 0 8 2004 ~10 'S'.~ '\.'" 'S'. ~". X PLANNING DEPARTMENT CllY OF ClEAR\N';lJER !l30.0 -====+ W(? ":)' x === ch 'db> x ... ..._..._..'_..._..'_..._.___..'_..._..'_m_..._..._..._..,_..._..._..._..._..,__ - - ,~ ~.~ '1>' ,<;:,v "J\:)' '\~. , If>' I L : 11" ,l-: 11 11 ,^,-" 11 . /; 'c"-':: /; 0 /; '~ /; '.k, ^",. '>v ~ .t.l . - - - - t - - - - - - -\- - -........ -.. ~.~ Qi,r'~ .... .. ~...~.............. '(- ~'-''''' .... -.. ~ ~~~.. ........ .. .. ,,;;(....<i~....~:-~:-.. -.... .. 1l" .. -.. ....~;;pl'l\...... ........ ...... .. .......................... ........................ .......... .... ............ .. .. no .. .... .. ... "" "" "" ,... ~~ ~.9/ ff ~'P.>~ CURB <f ~ 6' ~db> (J l?06';)" "j "J\:)"? EX. 16 W l? ~ 19 I <t: INLET 8- _"'IIDIIIII:III~,,=-,,_,,""_"__""_III':IDI_"""l!I'll5:._"'mlII..IllEi:t8I11!111""II2SI2u."~"""aII~""ImII--su.........._..."'"..__.....___~IImI_IlllIII~..I!:C!!IIIliSWrz:r;:ne;m~~I'rl"'"f....." 1\;0 Cl seAI;E.-1"1I20' DREW STREET (S.R. 590) 4-LANE HIGHWAY; ASPHALT ROAD; UNDER CONSTRUCTION 10 20 20 o .. J z ~~ o 00 - co '" ... I . .4# .0" ~ "'t Z ... ~~ ~ -A. o ~Q A. eZ Z xi .( .c( x ~ Yo '" I- ~w r- ~... co~ · ~z M ',C ... .....:.i <t ....:c .... ~ ~ Z M I W ........ ~ - Z o ~ ... > Z w ... \1\l . 0 M ~ ~ Z w", _ !:'" Z :;).... Z ~~ .. ... ~ ... t:.I 0 A. ~- I-~ Q ~g Z QUo A Z .. ~ ~5$ .... .... I- w~ . ~~ .... '"'" ~ -"'~ > "'w - 0... v ~'" EB #5936 I NES Camm.: 0446 B.J.V. H.G. Drawn By: ,Checked By: , 10/25/04 Oescri tion / / ~ z <'( mmJ C. LU I- - U) ~ r'l c:: ! .- t- .' W --I I-- - I- :z :::) w .~ U UJ ~ CD LO (!) ...- I.t) <( ....... <l: cnM Z I- ~M W .<( - ~e ~ ~ :c~ C . . ...J I- en La... . ~ CI) =>ci' C) 3: oeJW Z .1- - ~~ C W ~ ~ 3:~ w< C o:=~ " cu ,< ,,; 40 ~ ill. ~,) >- <( ()) N 'T o o N .......... i'- .......... N . (J) S;: U (j) ~ <( I- W o / "..-.... U o .s:: L o LL +-' If) '$ r]) L o 0($ ()) (j) => -........ to .g- -T o / If) +-' U r]) o L CL o <I. U \J +-' ::J <f -T o o N 2-1/2.x2-1/2.x1/2. ANGLE "- .~ r~X3/8.~ ~r>l0R sruo GRATE FRAME W/STUD, STEEL FRAME W/2 ANCHOR STUDS PER SIDE - EQUAL CENTERS. GALVANIZE AFTER FABRICATION 1IJ W ~ ~ NOTE: 1. CUT PIPE FlUSH w/INSDE FACE OF WALL 2. MORTAR BOTIOM TO MATCH INVERT OF OUTFALL PIPE. ANCHOR STAtVARD DETAL . ~ ~ CAST IRON RETICUUNE GRATE, TRAFFIC TYPE (H-20 LOADING) W/2 SIDED GRATE SEAT _ 8" CONC, WALL 4000 PSI @ 28 DAYS #4 , @12" O.C.E.W. . ro INLET DETAIL N.T.S. 1-1/2" TYPE S-3 ASPHALT @ 1/4" PER FT. MIN. EXCEPT AS NOTED 6" L1MEROCK BASE F.D.O.T. CERTIFIED COMPACTED TO 987. MAX. DENSITY SUBBASE STABILIZED 40 L.B.R. COMPACTED TO 987. MAX. DENSITY IN R.O.W. & DRIVEWAY SECTION N.T.S. NEW SURFACE (SEE NOTES 1 & 2) gitk Wt~~~m ) l' EXIST. SURFACE VARIES I REPAIR OF PAVEMENT NOTES: 1. ASPHALTIC CONCRETE PAVEMENT SHALL BE MECHANICALLY SAWED AND ALL SURFACES TACK COATED. 2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND THICKNESS; WITH MIN. OF 1-1/2" ASPHALT F.D.O.T. TYPE S-3. 3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS TO 987. OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -180, LAB REPORTS ARE REQUIRED. 4. BACKFILL FOR TRENCH SHALL BE PLACED IN 12" COMPACTED LAYERS TO 1007. OF MAXIMUM DENSITY AS DETERMINED BY AASHTO T -99, LAB REPORTS ARE REQUIRED. REPAIR OF PAVEMENT CUTS N.T.S. HANDICAP PARKING STRIPING DETAIL 18" NOTE: ALUMINUM BARS @ 6" O.C. TOP VIEW 10x10 W.W.M. SIDE VIEW MITERED END SECTION DETAIL N.T.S. ASPHALT @ 1/4" PER FT. MIN. EXCEPT AS NOTED L1MEROCK BASE F.D.O.T. CERTIFIED COMPACTED TO 987. MAX. DENSITY SUBBASE COMPACTED TO 987. MAX. DENSITY ON SITE PARI(ING & DRIVEWAY SECTION N.T.S. , . FINISH GRADE TO 1" BELOW EDGE OF WALK MEDIUM BROOM FINISH CONC. WALK EXPANSION JOINT 1-1/2" RADIUS VERTICAL CURB 1111-:1'.4"/.:;'':;'' .'.....-:' PAVING COMPAClED Fl~ i I i I .. 'uu f:l~ -=L BASE OR UNDISTURBED == ; "0 .'.: , SOIL TIn t..!;';:: ==III~ COMPACTED ::r{'1111 ==rv SUBBASE IITI I:~~~'~~IIIIIIII' ~~~~:IDE 1/4" CONTROL JOINTS @ 4'O.C., 5' O.C., 8' O.C., OR 12' O.C. & 1/2" BITUMINOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. CURB/W ALI( DET AIL N.T.S. SYMBOL SHALL BE 5 FT. HIGH & WHITE PAINT COLOR PLACE SOD 1/2" BELOW PAVEMENT NEW ASPHALT FIN. GRADE PRIOR ~ ~__ :~S~T:'::AINAGE w .. . ,_t' , ' ,~. '/I^\\VI/^\\VI/^\\\II/^~/I^\ \ "'1S1II~11E3I1ISI1I8I1ElII ",III COMPACTED GROUND PLACEMENT OF SOD AT PA VEMENT N.T.S. P/L SEE PLAN PLACE SOD 1/2. BELOW PAVEMENT FlN. GRADE PRIOR TO SODDING - POSITIVE DRAINAGE (4: 1 MAX) /' MEET EX. ,'" ,,,"~I/f'" ~ COM-=: GROUND P/L SEE PLAN - PLACE SOD 1/2. BELOW PAVEMENT FIN, GRADE PRIOR NEW ASPHAlT ' TO SODDING COMPACTED GROUND GROUND TRANSITION A T THE PROPERTY LINE N.T.S. MEDIUM BROOM ~ FINISH CONC. WALK r FINISH GRADE TO 1" BELOW EDGE OF WALK 2' LEVEL 2' lEVEL I SHOULDER, I , VARIES (SEE PLAN) I SHOULDER. I SOD SLOPE 1/4" PER FOOTI I SOD IIII=IIII-!:.-"';: :~:;:-:":-'- 14'!.; ,:. :~'~~::>j-III=111 - '"13"1= 1111="11 - ~ COMPACTED FILL OR UNDISTURBED SOIL NOTE: PROVIDE 1/4" CONTROL JOINTS @ 4'O.C., 5' O.C., 8' O.C., OR 12' O.C. & 1/2" BITUMINOUS EXPANSION JOINTS @ 40' O.C. FOR 4' SIDEWALKS, 50' O.C. FOR 5' OR GREATER. WHEN SIDEWALK IS TO BE REMOVED &/OR NEW SIDEWALK IS TO BE ADDED, IT IS TO BE REMOVED TO THE NEAREST EXPANSION JOINT. N.T.S. CONCRETE WALK DETAIL N.T.S. HANDICAPPED PAVEMENT SYMBOL 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 AND THE CAPTION "PARKING BY DISABLED PERMIT ONLY". SUCH SIGNS SHALL NOT BE OBSCURED BY A VEHICLE PARKED IN THE SPACE. ALL HANDICAPPED PARKING SPACES MUST ~E A~~~~~r:Je~_SIBILLlTY THE STANDARDS ADOPTED BY THE DEPARTMENT OF TRANSPORTATION AND A.D.A. BLUE BACKGROUND . ro WHITE BACKGROUND PARIrnG BY DISABLED PERM'T <H.Y WHITE . BACKGROUND to $255 FINE = F.S. 318.14_ 3" 6" FTP - 66 N.T.S. 1-1/2"R 1/2" WIDE WHITE BORDER AND SYMBOL 1" SERIES "c" LETTERS 1 /2" BLACK BORDER 1.5" 1" 1" 1" 1.5" 3" SANIT ARY SE~VER CLEAN-QUT DETAIL N.T.S. $2llI fH! FA ""14 SIGN SPECFlCA TIONS 1. 18"x 12" LOGO SIGN 2. 2 SIGN COMBINATION REFLECTIVE SHEETING 3. LElTERS 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.D.A. REQUIREMENTS i--- FINISHED GROUND~ 1 "DROP . v N ~I HANDICAP PARKING SIGN DETAIL N.T.S. BLOW-OFF & SAMPLING POINT N.T.S. EXIST. SURFACE NEW BLDG. SAW-CUT EXIST. EDGE OF PAVEMENT & BASE .""! NEW SURFACE EXIST. BASE NEW BASE NEW SUBBASE N.T.S. PAVEMENT TRANSITION DETAIL ~1!~!:~-.. PLACE CONl SLAB/WALI< 'I" BELOW rLOOl1 r,LEY. EXCEPr Al r XPAI~SIOt J ,'()II~ I ';LOPE AI '/ ,," PER rool 10:1 MAX. ')lOPI SOO I JOORS RE.MIIIIJ r I,USII, r~OlES: I I. PROVIDE 5'x!i'x1- IiIlCI< CONC. SIN' ~ ^L1, EMERGEIlCY OilS, , CONForlM IU Nmvr "ElM, FOR PL^CII1G 'I^U<S MIllE nu)(;s, PLACEMENT Of. CONCRETE SLAB AT ALL BUILDINGS N.T.S. 3/4" SAMPLING COCK 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 DIY. CLWTR. OFFICE 538-7277 ~ PiII'IH .,. - I'IIHI' ClII.T o o o o o o o o o o o o o GALVANIZED METAL SIGN POST WITH 3/8" HOLES DRILLED ON 1" CENTERS o o o o o o o o o o o o o o o ' o f g o .. g -'- o , o o .1000 PSI CONC. 10 SIGN POST DETAIL N.T.S. NEW BLDG. .r9( /: I I . :,1 .'~: I I . .;, ROOF DRAIN FIN. GROUND NEW BLOG. ! UTILl1Y (i.e. SANITARY SEWER, WATER SERVICE, RRE LINE OR STORM DRAIN) BY SITE CONTRACTOR TO 5' FROM BLDG. ~~ F~IN. FL. '.,' /, / . 'h / 'i,~ '~rb(.',' " ~\\\YlII\\\V~"" UflUTY WITHIN 5' OF BLDG. 8'( PLUMBING CONTRACTOR. FlNAL CONNECTION 8'( PLUMBING CONTRACTOR UNLESS OTHERWISE COORDINATED 8'( THE G.C. . , .' ,I UTILITY CONNECTION A T ALL BUILDINGS N.T.S. b\) i II I GllOUIJll /\I<OUHU HIIJG. TO j" BELOW 1111. FLOOR FIFVAfIOf'J (I; SOO MAX, SLOPlc '1: I t.iIN. SLOPF n GROUND PREPARATION AT ALL BUILDINGS N.T.S. GRADE WATER MAIN 0 STORM DRAIN 1 a" MIN. VERTICAl CLEARANCE I CD GRADE ~~-..'(;C~~~~~~~'W . :i. 1D' 10' ~ ~ WATER W\JN o~ I STORM DRAIN D.I.P. IS USED lH PLACE OF P.V.C. FOR A MIN. or 10' EACH WAY + FROM ct OF Wt,TER MNN WHEN THE VERTICAl. f.:LEARANCE BETWEEN I WATER & SEWER MAINS IS 1a" OR LESS. 1 a" OR MOiE VERTlCAl CL I ~~~h~~~~~/~hB- L P.V.C. OR V.C.P. NOTE SAN. SEWER GRAVITY MAIN ~ CONCRETE ENCASEMENT OF SANITARY SEWER GRAVITY MAIN IS NOT PERMIlTED. EB #5936 z ~~ o 00', ;: " eo "'! r-, ~ U" 4.'~,~ zj. ... :i ~. ~ j" ce .,., - ~'1 o '1 r... V\,~ ,.. ': ~ "ZI ...t, ...,. /,;. '" .....:', Z.X~;. 4;~.(x~ ~ \ .... V, I-':'~W;:! , <4 t;,,; c.o Il.I /, · ~Z' ... "'..: .A ~-' "'" ~... ... ~~' Z f'4 I IAI .... '" ~ - Z o ~ - > Z IAI . 0 '" " ~ Z WIt\ -,t:lt\ Z :;),... z ":~ -( ....( ... ~O A. ~- ...ct Q ,^O I,' .... Z Q.... 4 z .. .(m ... .."... "'.( . ~~ .... ...~ - \1.( > .,..", - 0... V <4\1 NES Comm.: 1,.,lO/;'W 0446:~~~1~i I Drawn By: B.J.V. ,; I I Checked By: H.G. I . '<~:-.~. ' 1'1 I Issue Date: 10/25/04" Revisions: GRADE ~w'~~~~~W~~"'i~;;ri''6~' ~o z 1'1 ::;;:;: !y WMER M^,N -, -(t~-- 10' MIN, ~ HORIZONML CLF."~,~iiCf. "_'Q:- ~ _ SlORM SEWEii ' , OR SAN, SEVIER / ,~~" GRAVITY MAIN VERTICAL CLEARANCE HORIZONTAL CLE.^.R^I~CE WATER MAIN &. SAN IT ARY SEWER CLEARANCES N.T.S. U.S FOUNDRY 7623 COVER TO BE MARKED "SEWER CLEANOUT" IRON BODY FERRULE WITH BRASS SCREW PLUG JONES PLUMB. CO. T 466CSK OR EQUAL 6" PVC 8" MIN. CONC. ENCASEMENT ,,\' / or ~J~ "",,,I, lJ'\ \v 6" PVC 1/12 BEND 6" WYE PLUG 6"x4" REDUCER (IF REQUIRED) "-, Descri tion - --, ,:::::.''/ /' - ~//.'" I;UPU '?/~' 7"'// ; II J'-;II U 11-~11 0:: w t- Z w U ..J -- <t I- 'W ~ FLUS~I CURB RAMP DETAIL N.T.S. TOOLED GROOVES 3/8" WIDE, 3/8" DEEP, 3" O.C. TO BE MADE AT INITIAL POURING CURB CURB tc"'''i..' Eo" C,' E'" 1'/, E." O,",c, ~"JI' ,,' ''"', ... I"\. 1iOaI ,,,,,' ... ".' ... " DEe 08 2004 (/) rcmmJ - <;( ~: ~#f; ~ q~ t LU I- ~ en f1li s: \~, W => ~ muM C U PlANNING DEPARTMENT CITY OF ClEARW;lJER . 1.0 LC') ....... M en M ~ . .<C ~~; :x: o. . ...J en .....' . :Jci ~w .1- ~~ ==- 0:: it > <C: Ww et:...J cu ;-J.' , ~ ....'"''1":.,~'.~:~,~.\:'J:>:.\lI.:~"R(I,;..iliri~~~~,,~aZl~''"..,,'''....."'''',.....<-_.......;. ""\'_~~~~____ THIS DRAWING IS Nl INSTRUMENT OF SERVICE AND SHALL REMAIN mE PfWPERlY Of mE ENGINEER, N~D SHALL NOT BE REPRODUCED, PUBLISHED OR USED IN ANYW/W, WI}}lOI./T TIlE CONSENl or lIlE ENGINEER. <r;>COPYRIGIIT ?OlH ,'Ji')!" PllBtJSlltD, ~ OEC07@iWC, ,ARlllUR R.PAIAlt, r.E. #44894 .' . .":':~ ,.i,\ ' COPIES OF lIlESE PLANS ARE NOT VALlO iJNU;S~",! .-:" '. c', ,\ <" EMBOSSED WITH THE SIGNING ENGINEER'SSE7\E",'< '.~i.I;': "','., , '=<,~~~~.""",__,,,___~~';-:' :J;~~:"=;' HANDICAP RAMP DETAIL N.T.S. " C5.1 ;:'i' ;i BLOWOFF DETAIL N.T.S. Eclipse No. 85-B~ Blow-Off Assy. Including Locko.ble Co.st Iron Box ~2' Bro.ss W'o.ter Mo.ln Resto.lner Pl/ Per Deto.ll No. 403 2' Bross ~90' Bend REV. DATE IlESCRIPTllJI e~ ~",.... ,d'~ # 'S Tron.IUon ,F ,,"'~tI'V ~~ ;:(~ ~>I$' (1',\ ~':;' A d ~~51 W1~.RonlY~ Remove Curb if Existin CITY OF CLEAR\rIATER, FLORIDA ENGINEERING DEPARTMENT \iN B,V,D. lKCI<Dl IV N'f', ilPPRDIIEII IV G,C.H. ..lE 01/15/92 lHIlEX .... 404 1IF 1 BLO\rlOFF DETAIL B RoO. W. Une TYPICAL DRIVEWAY CROSS SECTION PLAN VIEW " :::s; E-e 0", .J::o Remove Bock of Curb on State or Vertical Curbs with a vertical Saw cut or Remove entire Curb and Replace as Part of Sidewalk Ramp, <:)('0- .- 00 ::Ii::li 0. . .. 0 1')<"11- m Back of Curb Modified and Valley Gutter Curbs join exist back of curb 12" ............ Textured Surface 1"c::::===-Max SIOP~ ~ ,",.'.' ,~.," .kI- ztl"": ..'- ........-..-. ....... -,- .. Remove to on : -;", ~'...............1 /2" Expansion Joint even joint or sawcut SEC110N A-A ~ 1. Provide Tooled Jolnla At Dlstonces Uatchlng The Width. Also Placo ExpansIon Joint. At Drivewaye. 2. If Somo Phyalcol ObotrucUon Exlola 'M1lch Prevenla Tho PlacIng Of S1dowalka As Shown, Contact The Englnoerlng Dlvlolon for Altomate location. 3. Wood.... And OtIUI" Spac,,", WlI Not Be Permitted In Sld....oIk11 Or Drlvewaye. 4. No Coatings Of Any Kind WIll Be Permitted On Concrete Sldewalkll Or Drlvewaya Without Specific Approval Of Tho City Engln_. 5. All Concreto Shotl Be 3000 pol Uln. 0 28 Daye. 8. Concrete Surfaco to be Ught Broom FInish. 7. Concrete Drlveway Construction sholl be 8" thick w 6><6/10.10 W,W.f~ B. Ramps Sholl Hove a Tactlo Surface, Toxtured to a Depth Not Exceeding 1/8" by use of Tomp Of' roller In Conformance with Roqulremente of FDOT Roadway and Traffic DesIgn Stondarde. Dstal 304 Or Uoet Recent UodlflcaUono. II"" .-.. noW 11193 """'""" orb em REV,"lE IlESClllPTllJl 2 <( 'T Lf) Lf) Lf) o 'T o o N ........... f'. ........... N 14'-8" Tie beo.M with 2-115 rebo.r continuous -, l:. dlo.. Steel --0 bolto.rds conc. Filled (typ)..t . ~ u ~f 5 .,- U..Q g- 5 '" ~ U) a.. 'tH? Gr 01 5: u (f) -1 <( f-- W o / 6' 12' cleo.ro.nce Min. 00 swing go. te (typ.> B'x 16' concrete footing wi 2- 115 rebo.r (typ.) 3000 p.s,I, concrete slo.b with fiber Mesh reinforcing - Monolithic, Mln 6' thickness, 6'x6' I 10xIO \rI.\rI.F. u a s: '-- a LL +-' UJ o PLAN N.T.S. drop pin hole (typ.) 5: ()) '-- o ~ (j) (f) :=) '-../ REV. 4/8/02 DAlE R..._ DESCRIP1lON 1O ":t ":t o / UJ +-' U ()) o '-- (L o <( u o +-' :J <( .q- o o 0J Exist Conc Drive l"~Max Slope It 4' Min Residential Street l' Cit R W 5' Min Arterial Street 2' County R/ 1/4" per Foot ..\:_....: .r,..~:........:,,-:.,:,.!,""'{';- 3000 psi Conc 4" Thick. Constr. 6" Thick at Driveways with 6x6 110 Welded Wire Mesh. See Note 7. SEC110N B-B CITY OF CLEAR\rIATER, FLORIDA ENGINEERING DEPARTMENT ~'f' IV TYPICAL SIDEWALK ,"~ lKCI<Dl IV CONSTRUCllON AND lHIlEX .... oM! T.C,J. IV RAMP DETAIL 1'~ 3 N'f', C.U.H. ~ 12' cleo.ro.nce Min. 4' drop pin (typ.) o.de ELEV A 11 ON N.T.S. CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING R.o. N'P. DRAWN BY E.A. atECl<ID BY D.... DESlGt€Jl BY PJI. ~'b1 HJEl( NO. 7Dl . IF 3 DUMPSTER ENCLOSURE SINGLE TYPICAL FIRE HYDRANT SETTING 18' Mln, 24' Max. Box Hydro.nt AsseMbly <Typ,) Dlsto.nce Varies " I Mech, Joint Valve Connecting Piece w/lntegra~IY/ cost Mech, Joint Glo.ncll on ~ one Encl- D.I, Rota to.ble Mech. Joint Gland on Other End, c ~ . '" I N ""'-Restra.lnlng Joint <Typ,) NOTES. 1. All Fire Hydrants to ho.ve 5 1/4' Vo.lve Sea.t. 2, See Index fi 407 for Jock & Bore Details. REV. DIllE Concrete Thick x ~le.nout Plug T~ " ~____ ~ Pod 4' 1'-6' Sq. ". or 8'- 1/8 Bend Plug (See Note) Sewer Main CLEANDUT DET AIL N,T,S. --------- (J r z 6' dlo.. Steel bollo.rds cone. Filled (typ.) o L 6' cone. Slo.b 12' cleo.ro.n e ' II' Mlny 00 REV. N.T.S. ONLY APPROVED .\ Kennedy Guo.rcllo.n No. K -81A Muller Centurlo.n No. A-423 U.S, Pipe Metropolitan /valve , ;i:; Box ,,~ To.pplng Sleeve & Vo.lve By City, Fee by Owner or Contractor IlESCRIP1llIl CITY OF CLEAR\rIATER, FLORIDA ENGINEERING DEPARTMENT B,V"::J. TYPICAL HYDRANT 05~W193 lKCI<Dl IV SETTING lHIlEX .... IlI'I'IlIMD APPING SLEEVE a. VAL V 402 N'f', BY CITY 4 IF 4 . (\j '- LI' 9 5/8' '1 ~/////@ t \;-10 5/8'----.-1 1\_4_ 9 7/8'---11 L 8' -1 I 13 1/2' -t CLEANDUT PLUG DETAIL N.T,S, NOTE. Cleanout plug to be U.S. Foundry 7621 or equal. D111t: IlESClllPTllJl CITY OF CLEAR\rIATER, FLORIDA ENGINEERING DEPARTMENT ~~IV STANDARD 1U~~/95 CIECKED BY CLEAN OUT INIEX .... ....,J,s. (So.nlto.ry) 304 Nf'. N'PRlIVED BY 1 IF 1 T.C,J. --.--.11 U" ....~~ ......, -- ~" 00. iii 12' cleo.ro.nce Mln, 00 Swing go. te ( typ.) -, I d I o 00 PLAN N.T.S. Drop pin hole J (typ.) ne beam with 2-#5 rebar continuous 12' clenro.nce I'lln. .1 12' cleo.ro.nce Mln, 6' drop pin (typ.> Gro.de -\ 1-#5 at 4' center Swing go.te (typ.) 3000 p,s.l. Concrete slo.b with fiber Mesh reinforcing - Monolithic, I'lln 6' thickness, 6'x6' I 10xl0 w.\rI.F. 8'x16' concrete footing wi 2- 115 continuous rebo.r <typ.) ELEV A TI ON M..L.S. CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING 4/8/02 REV, DAlE _ HolM DESCRf'1IOII DRA'" BY E.A. R.G. CtE~ BY N'f'. DESI~ BY DAlE 8/01 INDEX NO. 7D1 2IF3 N DOUBLE DUCTILE IRON PIPE RESTRAINT Inlsh To Existing Surfo.ce \rIlth PC III Aspho.ltlc Concrete " ELBO'dS (cleg.) 22,50 45 90 3 7 17 5 10 23 6 12 30 8 17 42 10 22 53 13 26 63 THE FOLLO'WING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS' 1. BEND - INLET AND OUTLET 2. TEE - ALL BRANCHES 3. OFFSETS - INLET AND OUTLET 4, CAPS 5, PLUGS 6. DEAD ENDS 7. HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS Po.vlng 12' Thickness of Orlglno.l + 2' MiniMUM Thickness B' Restra.lning Ga.sket <T~ L Thrust Restro.int <Typ,) NOTES ON ALL TEES, A MINIMUM OF 5' SHALL BE RESTRAINED ON EACH RUN LEG, L = MINIMUM LENGTH TO BE RESTRAINED ON EACH SIDE OF FITTING (ft.) '* = CONTACT ENGINEER FOR VALUES FIGURES BASED ON 3D' BURY DEPTH, 150 PSI TEST FIGURES DON'T APPLY TO POLY 'WRAPPED PIPE PRESSURE Undisturbed Trench Side DO NOT USE FOR VERTICAL OFFSET Trench bo.ckfllled In 9' COMpo.cted lo.yers. Density to.ken every 300 ft. 2 Bo.se Mo.y be replo.ced with Aspho.ltlc Concrete with prior npprovo.l of City Engineer. 3 On longltudlno.l Insto.llo.tlon requiring resurfo.clng full width of po.veMent, finish bo.se to Mo. tch existing po. V€Ment surfo.ce o.nd priMe. Then resurfo.ce o.s directed by the City Engineer. VALVE DEAD TEES BRANCH END 18 30 30 42 42 54 '* 76 '* 97 '* 117 NOTE. THRUST RESTRAINT ON SLIP JOINT DUCTILE IRON PIPE SHALL BE U. PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-G IP GASKETS FOR AMERICAN F ASTITE PIPE. THRUST RESTRAINT ON DUCTILE IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS AND MECHANICAL JOINT FITTINGS. NOM,. PIPE SIZE 11,25 4 2 6 2 8 3 12 4 16 5 20 6 CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING REV, ..lE IlE$CRlPTllJl CITY OF CLEAR\rIATER, FLORIDA ENGINEERING DEPARTMENT ~~M STREET REPLACEMENT I.t~ CHECI<EIl n FOR UTILITY AND lHIlEX .... GLIL DRAINAGE CUTS 105 N'f'. c.H.H. IV 1 IF 1 lEV. DAlE -- N'P. RfIlRA\\tl BY B.V.D. CHEl:KEIl BY llESIQlE]l BY G,C.H, THRUST RESTRAINING 9/'IE99 1IIlf/,f' 201'2 Flow ~ R/W' I r Bro.ss Nipples <Typ,) Bo.ckflow /"" Pre venter 5' Min. 20' Min. <Se" Note) Varies Finish grade to o.llow 0.4' Min., 1.0' Max. fall frOM property line to bock of' curb. 90' Bro.ss Ell BYPASS DETAIL Approved* Bo.ckflow /preventer Resilient Seo.t /OS a. Y Vo.lve /Flo.nged Tee / ~ Flo.nged 450 Bend <Se" Note ~f ~ 30'-36' or os Directed by t e City Engineer Resilient Seo. t OS a. Y Vo.IV~ Fla.nged Te~ ' Flo.nged 450 Be~ "'_ II ~ TYPICAL COMPOUND ~ATER METER SET 6' Service La. teral Flow Supports Main NOTE. All Materials to extend 5' beyond ba.ck of curb or 2~ frOM centerline of street, whichever Is greater. SECTION NOTEt 1. 0 S a. Y Vo.lve Ho.ndles will be Cho.lned o.nd Locked. 2. Meter Sets will be Po.lnted After Insto.llo.tlon. 3. Bypo.ss Pipe a. Fittings Sho.ll be Threo.ded Bro.ss. CITY OF CLEAR\rIATER, FLORIDA ENGINEERING DEPARTMENT ~~ IV TYPICAL COMPOUND O~~ CHECI<EIl M 'W A TER METER SET INIIEX .... 45' RISE 405 N'f'. IJESlIiIEIl BY 3',4' o.nd 6' MODELS 4IF5 CITY OF CLEAR\rIATER, FLORIDA ENGINEERING DEPARTMENT lIEAPPROVED DOUBLE-CHECK VALVE Hersey- Beeco Model No. 2 AMes 2000 SS 'Wo.tts Model 709 or 007 Conbro.co 40100 lIE APPROVED R.P, DEVICES Hersey-Beeco Model 6CM AMes 5000 SS 'Wo.tts Model 909 or 009 Conbro.co 40200 ANY VARIANCE MUST HAVE W'RITTEN APPRDV AL OF THE CITY ENGINEER, DIllE 6/30/94 lHIlEX .... 305 IIF2 REiIlII~ IV B.V.D. lKCI<Dl IV SERVICE LOCATIONS ~~:-~6'> IlESClllPTllJl TCJ REV. DIllE IESCRII'11lBI 1/97 REV. DAlE N'f'. ~~. IV NOTES: 1.) WAlLS a.) New construction: maximum 6'-0' high and constructed of concrete block (8"x8"x16"). Materials used should be consistent with those used in the construction of and architectural style of the principal building. (Section 3-802 Materials) b.) Existing: maximum 6'-0' high replacement materials can be made of the same materials as long as they are made of approved opaque material. CONCRElt: MASONRY WALL CONSTRUCnON 3.) CONCRElt: SLAB Monolithic, min. 6" thickness w/imbedded 6"x6" / 10xl0 welded wire fabric (W.W.F.), 3000 P.S.I. 'with fiber mesh reinforcing. Materials, construction and quantity control of masonry shall be in accordance with Uniform Building Code (UBC), Chapter 24. General conditions and construction requirements shall be applied as specified In UBC, Section 2404 (f), during grouted masonry work. 1. All reinforcing steel shall be deformed bars conforming to ASlM A-615, Grade 60. Vertical reinforcement shall be placed in the center of the masonry cell, and shall be held in position at the top and bottom. 2. If a slab dowel does not line-up with 0 vertical core, it shall not be sloped more than one horizontal in six verticals (1: 6). 3. Horizontal wall reinforcement shall be standard truss type DUR-O-WALL (or equivalent) at 16' O.c.. 4. Hollow Load-bearing Concrete Masonry Units sholl be normal weight conforming to ASlM C-90, with a minimum compressive strength of 1,900 PSI. 2.) FOOllNGS 8"x16" concrete w/2- IS continuous rebar imbedded. 4.) CONCRElt: FlLLED CELlS With 1-15 vertical rebar tied to footer steel at each comer and every 4' O.C. 5. Mortar shall be type M or S, In occordance with ASlM C-270. Place all masonry in running bond with 3/8" mortar joints. Provide complete coverage face shell mortar bedding, horizontal and vertical. 6. Coarse grout shall conform to ASlM C-476, with a maximum aggregate size of 3/8", 8" ta 10" slump, and 0 minimum compressive strength of 2,500 PSI at 28 days. EcelVED DEe 0 8 2004 PLANNIN' - CllY , 'G DEPARTMENT OF CLEARV\/AJER 5.) GA It:S Constructed of min. 1-1/2" diameter galvanized tubular steel w /privacy-type slats inserted in galvanized steel mesh fabric, hinge-mounted on min. 3" diameter galvanized steel post. (Gates and past constructed and installed per applicable building code by licensed fence contractor). 7. Minimum 3" X 3" clean-out holes (saw-cut) are required at the bottom course of all cells to verify grout placement. Clean-outs shall be sealed after masonry inspection-provided in occordance with ACI 531-4.6, and before grouting. 8. Prior to grouting, the grout space shall be clean, with no mortar projections greater the ~", mortar droppings or other foreign material. All cells shall be in vertical alignment, and shall solidly be filled with coarse grout as specified. 9. During placing, grout shall be consolidated with flexible coble VIbrator. Flrst grout pour shall bs stopped 0 minimum of 1 - 1/2" below the top of the middle bond beam masonry. B,) OROP PIN 1/2" dia. 18" long metal rod gate latch. Provide 3/4" dia. hole 6" into concrete for rods. In asphalt provide 0 3/4" P.V.C. sleeve, 6" long, or equal. 7.) SOIL Soli bearing capacity to be at least 2,500 P.S.F. CITY OF CLEARWATER, FLORIDA PUBUC WORKS ADMINISTRATION ENGINEERING . REV. 4/8/02 DAlE -- DESCIIPlION DRAlOl BY E.A. aJEa<ED BY D.I&. N'f'. DESI~ BY DAlE 8/01 HJEl( NO. 701 3ll1'3 R.G. nIlMP~~D NOTES po ~F~ z ~~j;; O ,ft'\ 4; :~; ,- 'Br, 00" - ... CI) \,,1,'( 1-' I .~, 4, '," .A '" .".',.'.',' ~ -:," .... ~::i ,,"It Zi~ L- },;,_ ... ,Oli r- '.',,'.";.... I!# "",,, ,,'" ... "l< rt j,' A. /), O }t~ '^~ '}' 1"4 Q "",, S\ ~\e ~I Z'';;vottl!:);' <C(~~:(~:,~ q~'~. V .~., , ~",._IoI.I{.,.",,;, . ... '..,. ... '<.A ....,;, -,. ~r-,';"" i~ '^ f~ ".="';$ ..,.;, 1"4 "r ;,\it". " I .Ao'l!' .... :!~, ~ :.i '~~ <C( ;,~.:.... -. ';;,' ',', .A..,..',,',...,. ~ :r~ i;~ 1M ~ ..:.\( ~ - Z o ~ - > Z l01I ,.' .. > I~ NES' COll1m.:' I Drawn By: I Checked By: 0446 ".,}'",'; I .,;it4 B.J.V,' I ."ii"i':::~] H G' .",.\",...t~~" . .\'~-c:-"~:':~_ -- Issue Date: Revisions: No. Date Descri ~ ~ , -P.' r; i lO lO ........,;: ~ ~1~, <c' ~ Fi:j~ XO. . ...J CI) U. . :;)l'i' oes~ .<( tis: ~~ o=:~ CU .~' cr:: w I- Z UJ (.) --I - <C I- w ~ U) -J - < t- w C w fa- - en --' - > - (.) . I- (J) s: w ~, C lHlS DRAWING IS AN INSTRUMENT OF SERVICE AND SHAI.1: REt.Wt{iltIE"PlIDPERlY (I ENGINEER, AND SHALL NOT BE REPRODUCED, PUBUSHED OIf'VSED 11i'.IiN:f'.WAY' WIT, lHE CONSENT OF TIiE ENGINEER. @COPYRIGHf2094,-t-IOfJ?Ij' !;lED.,:"' ~ .._~ ~,C\>'O.' ARTHUR R.PATAK, PE~q472fJQ~ COPIES OF THESE PLANS ARE NOT VAUD."UNI..ESS,',,> '" EMBOSSED WITH THE SIGNING ENGINEER'~SE~~~'./,\c" ' . , ."., ,.. .- ~-'~:1 .t~'; \. , j t ..~ l \,,"> + .___""c.". _~._ ",- ~~~'~~!~f . ~f~ :2: <( N L() .. N ~ . , .q- 0 0 N "-. I'- "-. N - 01 3: 'D .q- (j) +-' (f) ./" .--... 'D a ..c L a LL ....; (f) 3: (j) L 0 ~ (j) (f) :::> "-.-/ LO 7 -q- 0 ./" (f) +-' U (j) .~ 0 L .1 0.. 0 <( U 0 +-' ::J <( 7 0 0 N EX, SAN, MH ), TOP EL. = 27.10 INV. EL. = 17.88. ~ ~I . ~ ~I ~ 0\ ~ ~I ~ ~I ~ ~I v:) ~I ~ EX. SAN, MH TOP EL. = 31,57 INV. EL. = 18.31 1 ~o IIABITAT MANAGEMENT AND LANDSCAPING PERMITS. u~~~ ~ ~[H]~(UJ~ [?)[L~~u~~@ [Q)~U ~mL~ 1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED. CROWN SPREAD 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. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. Remove Burlop From Around Top Of Ball Planting Soil Mixture b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN- THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR 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. 5: Cl ijj :r: :::I ~ w i) Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shape. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White S\Jrveyor's Tagging Tape, 6 Length I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I " " " - \ tJ. 1-;;;\ ~ Mound To Form Saucer 3" Minimum Mulch Layer 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 45'Angle With 3- # 68 Duckbill Anchors Or Equal 1 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. CONCRETE CURBING ~ TREE PROTECTION AND PRESERVATION. ASPHALT PAVEMENT . ROAD BASE ~ 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. o 7" ':~~ . ~~~ -;~i~~~ ~'->-~ 8~ H ^ ~I ~ .~~ .~ n I - - ~ r---------- -~/-r:~)T.i1)------ --- -=---{~ j- ,\~_ ~ L-/ ~.:~ II 6 \ II '~{~~~ ~ . ~ I..~.: I \~ I ,III ~ ~~~\T'~l I ~~ : ~8.5 ~ ~I:: 1..- --- NEW ~LDa------:' . ~ ~ ~:. I . 'I : ij~ 8,687 S.p. II 0, /.+ fjJl '-t K~:~~~;~ ~~n '\ {i:) ~ ~~ _ \~H! B---------I: ~ I :: ~ "--/ " ~ I. ;,,1 III ~ ~<---------B--~-----~ 's~ I 'i: ~ ~ C- .J / 6 \ ~ 1"1 ~ ~ ~ r ~~I ~E ~ "VA / f;2,ri" E:; i d . >< ~ "--/ ("'-IX ~ - H ~ ~ 3:: " :::: J/~~ ~ L/~ \ f--l~ ') % / 15 \ \/ 2~"'" l"~ (~ .>< L-/ ,./ \\ VA II \",.~ 0.85'i ':7' "-.. : ~ 30.0 \ ~j / 'I i 24 \ 1 \ 1/ 34 '\~.. >< \ V 29. ~, >---/ 1 ~ MJ f"\ \ L1,.."" ..~!tI-.7' ~ : : ~l\ ~~ '9 ~ ~ DH / --------- ~". ;0.5!:\ ~;~ , . ~ 'If 300 V 1'-~ ><~ '* '\IG /~'. ~ ~ ~.~l l-. ~ = ~ ~ -::or V ~~~~~" L-/ "~~ ~ / ~ ~ = ~ X X X ,.ll X X X X Y 1 X X CD" ,X X X 1:~:[I - ;i~ , / 3 \ o J ~;!f'~'" \"" ~'_ / /:~'q~~. '"2l~I+'~l) /~~\~~DH / : \1 "'-../ 589056'46"[ 11154 M V \ I I . \ - /'\ V . / \ ........... I L - - - - - - - - - - - - - - - - - - - - - -\ - -7 ;3- '\ - - - - - -- - - - - - - - -- -- - - - - - - __2 - -~ -- - - -EX. i6PW- - - -- - - -- -- ~ ~ " TREE STAKING + PLANTING DEl AIL ADJACENT TO OR WITHIN V.U.A. N.T.S. .... y.;;y ... y lo'YI y_~ -,,' r;;\ ~ ~.)c.r~ - t- I ., :l~ 2 L, 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. r:\ \ MG I "'..-.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . / 79 ~: ~ LANDSCAPING CROWN SPREAD 1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER WITH SUIT/\BLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED IN SAME VICINITY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT BE PLANTED WITHIN MAINTENANCE EASEMENTS. 2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE OF A LC';'W VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE PRACTICAL USE OF TURF. NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. ~ C) C) c::i C) o~ 5: CI ijj :r: Remove Dead and Injured Twigs, Trim No Leaders, Retain Natural Shape. 3/4" - 2 Ply Reinforced Rubber or Plastic Hose White SlIrveyor's Tagging Tape, 6 Length 3 - 12 Guage Galvanized Wires Spaced 120 Around Tree and Set At A 45' Angle With 3- # 68 Duckbill Anchors Or Equal Remove after one growing season. ~ w i) ~ B.7 3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE- MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER, WHERE POSSIBLE, THE AREA BElWEEN THE BARRIER AND LANDSCAPE MATERIAL SHOULD REMAIN AS GREENSPACE. 4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT POLES, UTILITY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY IMPAIR NATURAL GROWTH. Planting Soil Mixture 5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT WITH PROPOSED OR EXISTING UTILllY LINES OR STRUCTURES, EASE- MENTS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA. Provide a minimum 5'x10' unobstructwl planting area TREE STAKING -f- PLANTING Del AIL N.T.S. 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. 3" Minimum Mulch 10. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM OF 5' WIDE. 3" Soil Saucer ll:::':Ul~.,-_" . 'C nT-~iTirl 'itl-l~lTl ' .:'. ";-:': :~!II:~~~IIFi)~~:r;I~~move Container '-=. l~I._Iill--I",Jf '.:"::jwc::f=ur::I" From Rootball ::'=LL <. ,.". . . 1,:-..:::11" .1=:1 ~I~J - '~~..:M.i~,}, ..T'~ Planting Soil Mixture =111..,." .." ,\1:-::1 1=:11 1:::::1 1 I:::;.J ! I::-::! 11=:::1 i l.':-:III~:II [ Ex',st'lng So' ,I ~111~ 11;:;~111;:;:''11 i:::;::1 ! I;":J 11;;;;1 i 1=::1 TREE & SHRUB PLANTING DETAILS SHRUB PLANTING DETAIL N.T.S. 1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC- CEp.iABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION. IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE REMOVED AT THE TIME OF INSTALLATION. ECElVED --------------------- DEe 0 8 2004 NOTE: ALL TREE STAKES AND SUPPORT WIRES WILL BE REMOVED AFTER 1 COMPLETE GROWING SEASON. 2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE GRO'NING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS TO PREVENT CAMBIAL DAMAGE. For Cabbage Palm Installation: Trim All Fronds at lime of Digging and Planting For Washington Palm Installation: Leave inside row of fronds lie up with biodegradable twine For Cabbage Palms: All Trunks to be Smooth and All Burn Marks Brushed Away For Washington Palms: Leave 011 boots on trunk 2 Layers Burlap Pad at Support Contact - No Nails in tree Wood 8- _ ~ _,~'_ ~ _,_1_ ~ ~ _ _ _ _,~ _ _ _ _ _ _ - _1_ ~,~ · - ~ ~ ~ ~ - - - ~ _,- - ~ - - - - - - - - ~ - -,- - ~ - - ~ PLANNING DEPARTMENT CllY OF CLEAR\lVilJER Rootboll, 16" Minimum Radius From Trunk CL 3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE (NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF TH::. PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH TREE. 2" x 4. Brace (Yellow Pine) Space Three at 120' Typical Remove after one growing season. 2" x 4' Stoke (Yellow Pine) Three Feet Long Remove after one growing season. Saucer Rim - .c CJl 'ii :c -" c 2 I- '- o ., o DREW STREET (S.R. 590) 4-LANE HIGHWAY; ASPHALT ROAD; UNDER CONSTRUCTION Wire lie LANDSCAPE TABLE 4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE THf~OUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED PLANT MATERIAL. 1:=1 -= 1":- =-111 ~m ,m::=ffiuJ 1--111==11 LJ I L '11-111-.-1 ::= ==, ' , Washed-In and Tamped -=111 III . . ,_ --111: Planting Soil Mixture ......111 III .-',: - .'... ..: xl! L-=-~ Existing Soil 1-111- -. .. . 11--1/1' =:, --11':"'- --~. -- 1"-=-1 :::::.: 1 UmWmW~il, , ,ill, , ,WmJJJ" Finish Grode 3" Minimum Mulch 5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO THE PLANTING AREAS. SCALE. 1..20' 6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED BY THE INTERNATIONAL SOCIETY OF ARBORICULTURAL. PALM STAKING + PLANTING DETAIL N.T.S. 10 20 20 o 7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN) OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED SUITABLE FOR PLANT MATERIAL INSTALLATION. ,t [NESComm.: Drawn By: , I :Checked By: / / (I) -J -- r<.C 1m- ~, ~ . 40 CI) U w .-C\. l' U) d ~ Z c:c --I D- ~W".. ..... - en w a. <( U; U) C Z <3: ..;J z ~t o 00 - to '" I- · . -A ~ '" ~ ~Z I- ~- ~-~ O .... '^ "'0 A. !:::z '^ - z xt .( .::c ~ Yo '" L- ~UI r- ~... co'^ ,..YoI .% 11'\.. 'IIIt- 'IIIt- ~ t=t M' ......... - . 0 M \'I ~ Z wlI\ - t:II\ Z :.") .... Z ~~ . ...~ .... ~ 0 A.;:2 Q '^9 %'0'" .. Zri ..... ~..... -'I- ...... . ~~ ~~ ,..~ o~ ~'" 1 0/25/04 Descri tion . ?- m ~ w ~ C ~ 0) ~ . ~. :c . en . ::) Ol ~ . <C t ~c.ft. '.c',', "-".",',.' ,.., "" :t: O'~: . -1);1 (I) u..,;;L ;;';} ::i 0::::....'1,:,' ,<I oes ~;: '<( t;~ 3:0::: w<C a.:~ cu DESIGNED BY: R.BELKO CHECKED BY: C,BUTLER tic f Quo.ntity SYMbol Scientific No.Me COMMon No.Me Code No.Me Plo.nting Size Spo.cing 7 ~ Mo.gnolio. Gro.ndifloro. Mo.g. DD Blo.ncho.rd MG 3" DBH)14'-16'HT PER PLAN 8 C2 Lo.gerstroeMio. indico. Cro.pe Myrtle LI 2" DBH) 1 STEM PER PLAN 248 8 Ro.phiolepis indico. Indio.n ho.wthorn IH 3-Go.l)14"x14" 30" DC 6 . So.bo.l po.lMetto So.bo.l Po.lM SP B & B)10'+ CT PER PLAN 58 ~ Tro.chelosperMuM o.sio. ticuM MiniMo. Jo.sMine MJ 1-Go.l)12"runners MASS PL, 7 .. () Hex Co.ssine Do.hoon Holly DH 3"CAL,)12'HT PER PLAN 188 0 Schefflero. Arboricolo. Trinette VA 3-Go.l)24"x24" 36" DC BUTLER'S NUSERY, INC. 7011 75TH ST. N. PINELLAS PARK, FL. 33781 PH: 544-0445 FAX: 541-5027 L1.1 ; EX. SAN. MH lOP EL. = 27,10 ~ INV. EL. = 17,88 , , ~ I " I ~ I yj I ~ I 0\ I ~ I ~ I I ~ I I I ~ I I ~ I I I ~ , ~ I r I I ! 8~ i I I 1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST - I RIBUTION SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO I COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON- STRATED THAT THESE SOURCES ARE NOT AVAILABLE. I I I I I I 3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE I SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED I PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM A WATER I SUPPLY HOSE BIBB. I 4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI- I GATlON SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER CAPABLE OF DIFFERENTIATING BE1WEEN THE SCHEDULES OF HIGH AND I LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO I BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT I IMPOSED RESTRICTIONS. I I I I I I I I EX. SAN. MH I lOP EL. = 31.57 INV. EL. = 18.31 .' _ . IRRIGA TION NOTES 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. 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. L - 0 , , e \ \ I . . . . . . . . . . . . I . . . I . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . ::;:' 10' . I (;:). . . . I . . . I . I . . I . . . I . . I I . . ->"~ . IRRIGATION NOTES (CONTINUED) Irrigo. tion Heo.cls T o.ble THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI- GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA. THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING: 1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BEDER 2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES. 3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING. 4. ELECTRIC VALVES. 5. GAUGE 14 UF COPPER WIRE. 6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES. ~J', Quo.ntity SYMbol Sprinkler Heo.cls 23 0 RAIN BIRD 20B-ADJ SERIES 08 20B-ADJ ADJ - 1 EI1 RAINBIRD 20B-ADJ SERIES 08 20B-ADJ 360 WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE. SUBSURFACE DRIP IRRIGA TIDN MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY RAIN BIRD CO. OR APPROVED EQUAL. THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE OWNER FOR APPROVAL PRIOR TO INSTALLATION. .... .. r ~ I 10" D i---------8---------~ I I I I , ---------8---------1 I NEW BLDG. : I 8,687 s.F. I ~ . I FL. EL. 310 b ~ D: ---------8---------p ~ ~ I I I o I I 1---------8--------- - I I I I I 1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS WITHIN PROPOSED LANDSCAPE PLANTER BEOS. THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOr~ ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT / ENGINEER. ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY. ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION TO THE AIR TOXICS SECTION OF THE COUN''Y DEPARTMENT OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF BUILDINGS. XERISCAPING 2. DROUGHT AND COLD TOLERANT PLANT MATERIAL. 3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION WATERING SYSTEMS. 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES- SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING. 5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS- CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL CONDITIONS WARRANT THESE AMENDMENTS). 6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN. ECEIVED DEe 0 8 2004 7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT IRRIGATION. PlANNING DEPARTMENT CITY OF CLEARW/l,JER \,1> 8. LOW-MAINTENANCE DESIGN. 0.3 - - L-______________________ --------------------------------------m----------rn___-----------------------------------------------------_____N~____~ EX. 16 W ct ... - - """"-'-'''''- ... -'- ... ...'- ... ...,- -....,...,- ... ... ... ... ... - ... ...'- ... ... -,...,- ... ... _._'-'- ... ... -,-,- _....'-,- ... -,- - - ...,-....,... - -,... ""-."",,, ... -'... ... III!IlI _ .... ..... "'" DREW STREET (S.R. 590) 4-LANE HIGHWAY; ASPHALT ROAD; UNDER CONSTRUCTION , .,.""fV~','~' BUTLER'S NUSERiYi~i. .'~, . 7011 75TH ST. N. PLNELLAS p~FL33n\ PH: 544-0445 FAX: 541-5027 i ~..j DESIGNED I3Y: R.BELKO CHECKED BY: C.BUTLER ,m'I~Ii. ',O'i;K: ;' ~ 2 ~ \ . i . oc( Ii .. ~ e . i C't .n C't ,8 I ! -3 FREFORMED METAL COFING '. F DECORATivE FOAM CORBEL ~ ,/~ ~~ ,\ECORATlvE RAISED MEDALLION STANDING SEAM METAL ROOF ,/ , ,DECORATIve FOAM 8ANDING ~~ ~ ~I~~ ~~-~- ~~ , ' '\ J \ I ~ F1 n \ n n r' :--. '\ F1 F1 F1 n n r' EEl EEl EEl ~ EEl ~) EEl EEl EEl / II elCiNAGE II II elCiNAGE II II elCiNAGE II II I II &IGNAGE II f &IGNAGE " II 6ICiNACiE II ~ lP I . ~ i<\ . c(\ (p C'I r "'\ r "" )r "" = = / f-- V " ~ / JQ Q J I P== '" ~=> = ~ ALUM. STOREFRONT WINDOW5 /. PROPOSED WEST ELEVATION AND DOORS SCALE: 1/811 = I'.(Z)" DECORATIVE FOAM CROWN MOULDING DECORATIVE FOAM CORBEL ""/~;:;;;;;;;;;;;.:;;;;;...:;;;;;;;,~;;;;;;;;::;;;:;;;~".:,:.;;::::.~,~ \;f~~7--- _._.~.~'~~~~:;> , i =-=-;;:;;;;::~='::=";-;;;;';;;~;';;;;;;;;.~;':;;;~;';;.~;;;;;;;~;.';;~';~;:.--==~~:.~:;:~';~~.;~~~;;;.;-;;.;:-::;~~'d~';;j ~2";:;;;-;';;;;;:;;;;~;;;.;'~:;;;;;'~;';;:~:;'.:;..;;;;:;" ~=E~~ I ! i HOLLOW METAL EXT. DOORlFRAME CEMENTITIOUS COATING ON CMU, TYF. EEl EEl EEl II &IGHAGE II I D \ I I ~ II F1 n n ~ EEl EEl rn LJ...J --- ~ \ Ii 6ICiNACiE I II r' "" ~ -<:P MODIFIED BIT ROOF OVER MTL. DECK ::ioiIJI. PROPOSED EAST ELEVATION SCALE: 1/811 = I'.(Z)" STANDING SEAM METAL ROOF FREFORMED METAL COFING DECORATIVE FOAM BANDING ALUM. STOREFRONT WINDOWS b' HIGH ViNYL FENCING PROPOSED SOUTH ELEV A TI()N SCALE: 1/8" = J'.(Z)" DECORATIvE FOAM CROWN MOULDING DECORATiVE FOAM CORBEL DECORATIVE RAISED MEDALLION SIGNAGE TO MEET THE CITY OF CLEARWATER COMFREHENSIVE SIGN REQUIREMENTS 20 SQ. FT. ALLOWABLE 20 SQ. FT. FROvIDED, TYFICAL DECORATIVE FOAM BANDING STANDING SEAM METAL ROOF BEYOND CEMENTITIOUS COATING ON CMU, TYF. PROPOSED NORTH ELEVATION 5CALE: 1/8" = J'.(Z)" --------------------------------------------- ~ --- -----------------------------, I I 1 I I I 1 I I I I I I I I I I I I I I I~ ------ --9----------- L~ I I I I I I r-------J I I r-------J I I I I I I I I LOADIN:i ZClNE I I I I I I _____________________~ I I - - - - - - - - - - - - -;;- - - - - - - - - - - - - - - -,- - - - - - - - oi "It ~ I r-----' I ~ II II ia c=J I I DIJ IP$lER I 1- IaDTE VINYL I I ENC::J,.OeI.R I I pve FENCING I I I I ENCL06I.IFE I I I I L :.J PROPOSED BUILDING PLAN ~ . (p C'I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 11 I I ~ I I I ia Q , ~ 11 ~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I en I L____________ L: P 727-399-1300 F 727-399-5777 steve@LaffertyARCH.com ;,. . !! 11414 Seminole Blvd, Ste 5 Largo, FL 33778 AR 12265,ID 3614 FL LIC AA2600520 @) copyright 2004, Stephen B. Lafferty, AlA This document may not be reproduced in whole or in part without the expressed, written consent of the Architect of Record and Coy right Holder. I~ --9------------ L~ I~ --9----------- L~ I I I I I I I I I I I I I I I I I I I I I I I I I I I I Q I I . .. I $l! I I I I I I I I I I I I I I I I I I I I I I I Dote Q . Q C'I Project # L04- 5 9 . ~ U ~ ~ Z f-1 H Z Q f-1 ~ ~ Z u 0 ~ H H ~ H ~ ES ~ " 0 ~ ~ ~ H ~ f-1 ~ > Q ~ ~ Q C/) ~ ~ 0 ~ W ~ o(j 0 H U ~ ~ ~ I~ --9------------ L~ Q . ~ C'I Q . Q C'I No. Revision I~ --e----------- L~ "It . in C'I StephenS. Lafferty, AlA FL Lie AR12265, ID3614 44" ,,,. -12>" SHELL BUILDING PLA AND EXTERIO ELEVATIONS Or'>'['G'fi\ I"' 'f\ "d J"~ A L Dote ShMt 10-25-04 <1r A-tOt I<ECEIVED Sookt AS NOTED 5CALE: 1/8" = JI_(Z)" DEe 0 8 2004 REF IJ;tl PlANNiNG DEPAI<TMENT CI1Y OF CLEARWATER