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FLS2004-12081 (2) FLS2004-12081 40 1 Belcher BELCHER RETAIL .. , .1 ^ August 22, 2000 Mr Mark Gravley 700 Old Roswell Lakes Parkway, SUIte 350 Roswell, Georgia 30076 RE Development Order regardIng cases FL 00-06-23 and PLT 00-06-04 at 401 Belcher Road, 2200 and 2218 Gulf to Bay Boulevard Dear Mr Gravely ThIS letter constItutes a Development Order pursuant to SectIOn 4-206 D 7 of the Commumty Development Code On August 15, 2000, the Commumty Development Board revIewed the apphcatIon for a FlexIble Development approval to permIt a vehIcle servIce estabhshment WIthIn the Commercial DIstnct, as a ComprehensIve Infill Redevelopment Project, WIth a ComprehensIve SIgn Program, ComprehensIve Landscape Program and prehmInary plat Based on the apphcatIOn and the staff recommendatIOn, the Board found that the proposal IS In comphance WIth the standards and cntena for FleXIble Development approval, the maXImum development potentIal standards, and all other apphcable standards of the Commumty Development Code The Commumty Development Board approved the apphcatIOn subject to the follOWIng condItIons 1) That the sIgnage be hmIted to the request WIthIn ComprehenSIve SIgn Program apphcatIon, WIth no addItIonal sIgnage on SIte (hght pole flagslbanners, etc ), 2) That the overhead doors to the AllIed TIre servIce bays be deSIgned WIth an opaque fimsh, 3) That the note on the SIte plan regardIng prohIbItIOn of outdoor repaIr be revIsed to Include outdoor servIce, 4) That there wIll be no outdoor storage of tIres or other matenals on SIte, and 5) That mInor adjustments to the SIte plan comply WIth the prOVISIOns of Code IncludIng stormwater management reqUIrements ~ ~ Gravley August 22, 2000 - page 2 Pursuant to SectIOn 4-407, an applIcatIOn for a bUIldmg permIt shall be made wIthm one year of FlexIble Development approval (August 22, 200 l) and all reqUIred certIficates of occupancy shall be obtamed wIthm one year of the date of Issuance of the date of the bUIldmg permIt TIme frames do not change wIth succeSSIve owners The Commumty Development Board may grant an extensIOn of tIme for a penod not to exceed one year and only wIthm the ongmal penod of valIdIty Please remember that a bUIldmg permIt and Impact fees wIll be reqUIred pnor to the constructIOn of the project Should you have any questIOns, please call Mark T Parry, Planner at 562-4558 Very truly yours, Gerald FIgurskI, ChaIrman Commumty Development Board S IPlanmng DepartmentlC D B\FLEXI/nnactlve or Flmshed ApphcatlOnslBelcher 401 Allied Tire - ApprovedlBelcher 401 Development order doc i_I .. ,;' .' ''3 , t) t ......._.... ~ \,-\)"~~\~" t i ~ 0 ~ ... " I '4 1 1 1 ~ J ~ , ...,'1'11 -.l.. 1 'l:.l.j: : "' 0.t-_ '" 1') 1;.- Ij, \"'(1).... ~ U,/,!.{; , ,\ ,,' ~< ~ rP'A~"'n., I ,,~~~~ ~'-'4':grE~,.IO~ ~D.DO[)g" CITY OF (~LEAR\)VA\TER LONG RANGE PLANNING DEVELOPMENT REVIEW PlANNING DEPARTMENT POST OfFICE Box 4748, CLEARWATER, FlORID... 33758-4748 MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVINUE, CLEARWATER, FLORIDA 33756 TELEPHONE (727) 562-4567 FAX (727) 562-4576 June 2, 2005 Mr Robert Gregg 630 Chestnut Street Clearwater, FL 33756 RE Development Order regardmg case FLS2004-12081 at 401 South Belcher Road Dear Mr Gregg ThIS letter constItutes a Development Order pursuant to SectIon 4-202 E of the Commumty Development Code On January 27,2005, Development ReVIew CommIttee (DRC) revIewed your applIcatIOn for FleXIble Standard Development approval for the constructIon of a 9,140 square foot bUIldmg for retaIl sales & servIce and restaurant uses m the CommercIal Zomng Dlstnct The request mcludes a front (west) setback reductIOn from 25 feet to 15 feet, to pavement, a SIde (south) setback reductIOn from 10 feet to zero feet, to pavement, a parkmg reductIon from the reqUIred 67 spaces to 47 spaces (5 14 spaces/l,OOO sq ft GFA), and an mcrease m buIldmg heIght from 25 feet to 34 feet for archItectural embellIshments, per SectIon 2-703 P & R The DRC recommended approval ofthe applIcatIOns wIth the followmg bases and condItIons Bases for Approval 1 The proposal complIes wIth the FleXIble Standard Development cntena as retaIl sales & servIce and restaurant uses, per 2-703 P & R 2 The proposal complIes wIth other standards m the Code mcludmg the General ApplIcabIlIty Cntena per SectIon 3-913 3 The development IS compatIble WIth the surroundmg area and WIll enhance other redevelopment efforts CondItIons of Approval 1 That storm water calculatIOns be proVIded showmg that the eXlstmg pond can accommodate the flow as ongmally mtended, pnor to the Issuance of a bUIldmg permIt, / 2 That a cross-access agreement IS proVIded for access to the proposed dumpster, pnor to the ' Issuance of a buIldmg permIt, and (,I / j , \r ~J (s Best Copy '" "ailable BRIAl'< T A1IN(,~j, MAYOR fRANK HlflflARf), VIce MAWR BIll jO"l\ON, C0i1NCIL~1r"lBcR @) HOYI I-L\.\IlLION COlM II '\![\IHfR CARlrN A PrICR\rN, COIIN( 1I~lnlBCR "EQUAl EMPLOYMEN I AND An IRMA Ilvr ACtiON E\1PLO) [R" b ~ " - , I June 2, 2005 Gregg - Page Two 'I 3 That staff revIe'Ys all other future changes to the bUIldmg or sIte for complIance wIth all applIcable Code reqUIrements " 'I I concur wIth the findmgs of the Development ReVIew CommIttee and, through thIS letter, approve your applIcatIOn fot: FlexIble Standard Development wIth the above conrntIOns The approval IS based on and must adhere to the applIcatIOn, SIte plan and elevatIOns dated receIved December 22, 2004 and the revIsed SIte and landscape plans dated receIved May 26,2005 " :' Pursuant to SectIOn 4-303, an applIcatIon for a bUIldmg permIt shall be made wIthm one year of FleXIble Standard Development approval (June 2, 2006) All reqUIred certIficates of occupancy shall be obtamed wIthm one year of the date of Issuance of the bUIldmg permIt TIme frames do D;ot change WIth succeSSIve owners The Commumty Development Coordmator may grant an extenSIOn of tIme for a penod not to exceed one year and only WIthIn the ongInal penod of valIdIty II The Commumty Development CoordInator may approve an addItIonal extenSIOn of tIme not to exceed one year for good cause shown and documented In wntIng The coordInator must receIve the request for thIS extenSIOn WIthIn the one-year penod of valIdIty after the ongInal tIme extenSIon The CommunIty Development CoordInator may approve an addItIonal extenSIon of tIme not to exceed on year for good cause shown and documented In wntmg The coordmator must receIve the reque~t for thIS extenSIOn WIthIn the one-year penod of the valIdIty after the ongInal extenSIOn ) , The Issuance of thIS Development Order does not relIeve you of the neceSSIty to obtaIn any bUIldIng permIts or pay any Impact fees that may be reqUIred In order to faCIlItate the Issuance of any permIt or lIcense affected by thIS approval, please bnng a copy of thIS letter WIth you when applYIng for any permIts or lIcens'es that reqUIre thIS pnor development approval If you have any,iquestIOns, please do not heSItate to call John Schodtler, Planner I, at 727-562-4547 You can a9cess zomng for parcels WIthIn the CIty through our websIte http //www myclearwater com! * Make Us Your Favonte' Smcerely, W~ :'~ ~/~ MIchael Delk,iIAICP PlannIng DIrector jl\ 0- ,I Best Copy ~ v~\~JC'ble S IPlannzng DepartmentlC D BIF/ex Standard (FLS)I/nactlve or Finished CaseslBelcher 401 - Belcher Retail (C) - JVSIBelcher South 401- , Development Order doc ... ... I' ~ , . I .. PROJECT NAME. EXISTING CVS (401 S BELCHER RD) . ,f\ PROJECT NO. : 05-011 , , -. i EXISTING POND'S STAGE STORAGE DATA: I . - , . STA.GE AREA AREA STORAGE ft-NGVD SF AC CF EX. OUTFALL TOP @ 7300 10,076 0231 15,736 7250 8,625 0198 11 ,452 7200 7,198 0165 7,778 EX. W.Q WEIR EL = 71 83 6,7 48 o 155 6,687 71 50 5,798 0133 4,714 71 00 4,422 0102 2,260 7050 3,071 0071 426 EX. 18" RCP INFLOW = 7035 2,610 0060 0 TOTAL WATER QUALITY CALCULATIONS: DRAINAGE AREA = 142,718 SF 3 28 ACRES REQUIRED WATER QUALITY DEPTH = 050 IN r I REQUIRED WATER QUALITY VOLUME = 5,947 CF J ( , PROPOSED OUTFALL ELEVATION = 71 83 FT ORIGINAL J - AVAILABLE WATER QUALITY = 6,687 CF . ~tCt~VtD PAGE 1 OF 3 APR 2 9 2005 t'U\N~~~~~ 1lJ~\l"~~~ i~!tN ~ en-v Of Cl\EA~WA1f[E~ ~ PROJECT NAME. EXISTING CVS (401 S. BELCHER RD) . PROJECT NO.. 05-011 . PROPOSED POND'S STAGE STORAGE DATA: c" STAGE AREA AREA STORAGE ft-NGVD SF AC CF . PROP OUTFALL. TOP @ 73 1 10,371 0238 16,541 EX.OUTFALL. TOP @ 7300 10,076 0231 15,736 7250 8,625 0198 11 ,452 7200 7,198 0165 7,778 EX.W Q WEIREL= 71 83 6,748 0155 6,687 71 50 5,798 0133 4,714 71 00 4,422 0102 2,260 7050 3,071 0071 426 EX. 18" RCP INFLOW.= 7035 2,610 0060 0 ADDITIONAL STORAGE REQUIRED IN EX. RETENTION AREA DUE TO 2.053 S.F. ADDITIONAL IMPERVIOUS SURFACE FOR REVISED DEVELOPMENT. Q = CIA, C= 0 95, 1= 3 6 In/hr A = 2,053 sf /43,560 = 0 04713 Q = 0 95*36*004713=0 1611 cfs Vol Req = 0 1611 efs * 3,600 see/ hr =580 e f ADDITIONAL STORAGE PROVIDED BY RAISING OUTFAll TOP FROM EL = 73 00 TO El = 73 10 IS AS FOllOWS ~ VOL = (10371 +10076) + (10371*10076)^0 5)*(73 10-7300)/3 = 1,022 Cu Ft BY RAISING THE OUTFALL STRUCTURE BY 0 1 FOOT THEN THE WEIR MUST BE REDUCED . IN WIDTH TO MEET THE AllOWABLE DISCHARGE OF 28 cfs PER THE ORIGINAL DESIGN . ORIGINAL j . R~C~~V~D PAGE 2 OF 3 APR 2 9 2005 . PLANN~~G !DEPA~lMlENT CITY' OF CLIEARW~1f1E~ PROJECT NAME. PROPOSED CVS (401 S BELCHER RD) PROJECT NO. : 05-011 . PROPOSED WEIR DISCHARGE CAPACITY CALCULATIONS: a FOR A BROAD CRESTED WEIR Q = C * L * H^ Where Q = Flow Rate (cfs) C = Coefficient of Discharge (3 31) L = Crest Length (feet) (1 0) H = Head on Weir (feet) (73 1-71 83) = 1 27 a = Weir Fiow Exponem (3/2) 1 5 Q = 3 31 * 1 0 * 1 27^ = 474 c f s Peak Flow ThiS IS greater than the allowable of 2 80 C f s Therefore the Width of the Weir must be reduced Change Weir Width from 1 0 feet to 0 59 feet Therefore, 1 5 Q = 331 * 0 59 * 1 27^ 279 c f s. Peak Flow Prepared by JLM ~,W Gerald P Goullsh P E # 21340 Rev 4/19/2005 PAGE 3 OF 3 ~~~~~V~[) APR 2 9 2005 P~N~~G [)lEPA~~~[E~T C~ Of q;;ltA~~WRU~:it \ " SEC. 18, TWP: 29 S, RN G. 16 E ^ -~- I . . 1~O) 10) EX au TF ALL TOP EL 7300 "WEIR INV 71 83 15 RCP INV = 7050 EXISTING RETFNTION AREA: PROP TOP ELEV e 731 E'X TOP ELEV e 730 l EX 18" RCP INFLOW INVERT EL 70 34 ORIGINAL ~~(c~~%7~[) APR 2 9 2005 P~N~~G D[EPA~iM~~l' crw Of ClEA~W~iiE~~ PROP VE/R 059' VIDE INV = 7153 USE LfOOOpsl CONC E'{ OUTFALL STRUCTURE NTS INV = 7050 ~ Pi ALUMINUM SKIMMER ATTACHED IN FRONT OF VEIR TO REMAIN CVS BELCHER RD .' qOU\L1SH ~SSOCIA TES,INC CIVIL ENGINEERING 8c LAND PLANNING (EB 2659) 272 Old East Lak Rd Ph e Tarpon Spnngs, FL 34688 (727) 9382839, Fax (727) 9340994 PROP. OUTFALL MODIFICATIONS SCALE 1" = 20' SHEET C-1 OF 1 DATE 04/19/05 JOB NO. 05-011 J ] E'X VEIR 1 0' VIDE INV = 7153 ADDRESS: XXX S. BELCHER ROAD CLEAR,WATER, FLORIDA. ~ ~ ala:: 0::: -.J "-- ;s; ~ ~ ::t ~ (J Lj ~ 0)11<) BOUNDARY SURVEY SECTION: 18, TOWNSHIP 29 SOUTH, RANGE: 16 EAST NOT INCLUDED IN THIS PLA T TOB eJ ~ 5 (:) ~ ~ '-=- ~Q' r-.....-c a- .C) "'-.C) 0)""; -0) -- ~~ t t lC)~ ~- a~ -~ . C) aC) a:<: <: ASPHAL T DRIVE SN/D I LB 6947 BENCHMARK, PRIVA TE DE INC. SUR EYOR 1298 LAKEVIEW ROAD PH. (72 ~ 298-0286 CLEARWATER, FL. 33756 FAX# (727) 461-0696 AUTHORIZA TION NO. LB 6947 I LEGAL DESCRIPTION: LOT 1, CVS GULF TO BA Y CLEARWA TER, AS RECORDED IN PLA T BOOK 124, PAGES 74-75, ACCORDING TO THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA. S.89.40'55''E. 286.7 7'(M) S.89.40'SS"E. 286.10'(P} 6' CLF TOB --- '\ RETENTION POND \ \.,.0\ Cf>-~i ..Jf>- TOB ---........ - -- I '\ L I , . Q:l e , I I I I I I Q:l e Q:l e Q:l e Oi \; PRIVA TE DE ~ /' /\~ /' /' \- ------ /' /' -- -- /' /' -- /' /' /' /' ~~~€. if(- /' /' / , ~~~ <. '\" / '-... / /'-... '-... / / '-... '-... / / '-... '-... / / '-... '-... .... -.J ~ 81 "" I Y I ~ I lC) -- -- ,-- I I I I FCM 4X4 S.89.55'05''w. 285.61 '(M) S.89.S4'08"W. 285.61'(P} LOT 2 LEGEND: R/W=RIGH T OF WA y CONC=CONCRETE N=NORTH PB=PLA T BOOK E=EAST PG=PAGE S=SOU TH LB=LlCENSED BUSINESS W=WEST (M)=FIELD MEASUREMENT SIR=SET IRON ROD (P)=PLA T MEASUREMENT LLF=LOWEST LIVING FLOOR WB=WA TER BOX SAN M.H.=SAN/TARY MANHOLE FH=F/RE HYDRANT FCM=FOUND CONCRETE MONUMENT LP=LlGHT POLE FeM 4X4 Xl ::..:; I ::..:;t::: IC) ::..:;'In I""; ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::":;Li.. Id ::..:;~ I~ ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; I ::..:; It::: ::..:;a l'ln ::..:;,..,; I ::..:; I ::..:; I ::..:; I ~ o 1 0 20 40 1" = 20' ~ .... ~ Q' ::s r-..... :::-=- Q.. a~ . 0) V) lC) .- 0) ~ i!: _0) -- ~ !-U::": !::l t ~ LW lC) lC) !::l C\j ~ ::::l ~ C) ;:-;! a C) '-' ~ a ~ a C) .... a Vi a v) <: CERTIFICA TIONS: TWIN PALM LAND TRUST o ;0 -- en -- ::: ;t:. r-- &.n c:::) c:::) C"'oo.I cr:> o z: <( --, FILE NO. SURVEYED BY: DRAWN BY: DA TE DRAWN: DA TE SUR VEYED: FLOOD ZONE: 04-3787 REVISIONS CEP T/F/CA T/ON: 1/ I HEREBY CERTIFY THA T THIS SURVEY WAS MADE UNDER JJ/AP 1.) MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE BOARD OF WDB 2) PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6 OF . THE FLORIDA ADMINISTRA TIVE CODE, PURSUANT TO SECTION 472.027 OF THE FLORIDA STATUTES. ,. NOT VALID WITHOUT 12-30-04 3.) SIGNATURE AND EMBOSSED WITH SURVEYOR SEAL. 12-30-04 4) J'v1 [Z] I NO: ; 2509B-0128CII DA /[: 9-3-03 I M. G. MA YER · p:p'. }:f.rLl1f^ \ ~;~:ii -t)Y- -$e.~ ~ ~ ~ I' ~ ~ :::> ).. 4 ~ N 4 ~ N y I' 9 '" ~ ? ).. ? N: ..Ii N ~ ~-2. 'l d ~ ~ &l'f i'I~ -$ T'!?.:4FRAMING ~l'f ff~ '" / 25 " ~ ~ J;f ~ J;f l ~ ~ ~ ~ ~ ~ ~ 1 ~ ~ cr::r ~ 11 ~ r@ ~ ;-@ !? I \ r----------l . r----------l r----------l . r----------l ~- @-/ r::\ @-/ --' L__________J L__________J \::!../ \ L__________J L__________J "--@ r@ r----------l ;@ r----------l L__________J L__________J I I ~ >"-\ I ICJ r@ DD ~ !--\.. DDD DDD r ~ DD r@ CJI I r D I I - CJI I CJCJ < < ) < DDD DDD DDD DDD < <~ < > CJI I I II I , , , , ( - - ) W - - ~ I TYP.<! h ~ ~ ~ DDD ~ DDD DD ~ CJCJ DD ~ ~ CJ ~ ~ CJCJ DDDDCJCJ DD ~ ~ r ~ r ~ CJCJ r ~ CJ \. \. \. / / / \. \. \. / / / \. \. \. / / / \. \. \. / / / ) ) ) ( ( ( / / / \. \. \. / / / \. \. \. / / / \. \. \. / / / \. \. \. / / / \. \. \. n(jy w-/ w ex ..... 10 co "=t 2~~~~ Gftitfti ~~~5~ .... ('t)::!;" .... 1O'=t('t) Rft. -10" << ii~ ~ ~~ ~: U)WWIOO\('t) -D('t)('t) ~ t!it # i U)J<>\.) T.O. FRA~l~~ W & IJ) ~ I/) Vti. ~ T.0'2~~~ ~ ..J ~ o f Q. < ; -$ T'&fRAMING 24 -$l'0. CMU 1'-4" S~~ ~ ew') ew') -8 .1: X.,g J:!u.. N .. . s.. $1 a......;;:. .-4 s.. ~~j ~ I'U · ~ i ~+- CI) ~~~i ~" ~i ~ ~6 "0 New') 1'..0 FRONT EL-EV /tT/ON SCALE: 3116" = 1'.0" TYP :;:;~ ...... ~ r<:: -5- ).. .- ~ -.:; :;:; "'" r<:: -5- ~ d ~ ~l'f n~ ~ y ~ J;f J;f J;f If J;f 1/ ~ ;-@ '=. .~ I @-/ ---- 7 I , &I .~ ~ - - T.O. CMU~ 21'-4" T.O. CMU W/GUTT~R~ 19-4" 1> -$J4~fRAMING -$ T.O, . CMU 21'-4" -$~~J3 S~~ ORIGINAL LO ~ '" -eM aM o << E..CJ ~:2 ..r.E.. uo -- ~u.. CO... .E.. V)~ .... .....a O~ ~E.. a ~ - \..) R/6~ EL-EV /tT/ON SCALE: 3116" = 1'.()" D.,., ;:'~ . W ti. lL o ~ ~ f W j; W << < \I) \D DATE: Z August 9, 2004 ~ REVISIONS: ! KEYNOTES o @ o @ @ ROOF LINE BEYOND @ ELECTRICAL METER AND PHONE CENTER. RE: ELECTRICAL ill EXTERIOR BUILDING LIGHTING @ 3/8" STUCCO WALL FINISH OVER CMU @ 3" DOWNSPOUT @ 6" GUTTER @ EFIS TRIM A @ EFIS TRIM B @ ERS TRIM C @ EFIS TRIM 0 @ METAL DOORS @ HVAC ROOF TOP UNIT @ 3/8" CONTROL JOINT ~",~,' <1::, DEe 2 2 2004 CONTINUOUS PRE-FINISHED ALUMINUM CAP COPING VV1TH 112'" SLOPE AT TOP OF CAP TOWARDS ROOF. SECURE CAP VV1TH HOLD DOWN CUPS AT 3'-0" ON CENTER ALONG EXTERIOR AND INTERIOR OF PARAPET AND CMU WAlL. PRE-FINISHED ALUMINIUM STOREFRONT SYSTEM CONCRETE SIDEWALK \MTH BROOM FINISH (BROOM STROKES TO BE PERPENDICULAR TO DIRECTION OF WAlKING TRAFFIC), TOOLED EDGE AND JOINTS OVER COMPACTED SUB-BASE CONCRETE BARREL TILE ROOF. RE: SPECIFICATIONS LIGHT GAGE FRAMED CANVAS AVVNING. RE: SPECIFICATIONS 18. ~ 7. SITE PLAN APPROVED ~ CASE :# J:L..S2-0o '" - I b-& , e" 1 1'-4" h CASE 1YPE .f'L..5 1- 1 ... DRC DATE 01 2? DS- ~ ;. ro COB DATE --- lo SIGNATURE ~ h ... . h DATE o~ ~-,.; " 5' 5' . ... ... ... ... ... "- to to ~ 91fZ' 1.1" 3" ~ 2" 2" 1" 7' 3. 11/2" . EFIS TRIM A EFIS TRIM B EFIS TRIM C EFIS TRIM 0 w \I) W j; . w I << < ~ fI . A.4 W . << 8 N . ~ T.O. FRAMING 24'-5" c:: <::: r: :;::; ~ r:: ~ t': ':P ;Z ;:::. 4 -" ~ 4 r<:: v ~ ~ r " ",':P r-; ~ A ~ ~ ./ r<:: # ~ ....s:1f ~ .a if if~ T.O. FRAMING ~ ~if l1'~ 251-4" ~ ];I ];I 11 1l H B ~ ~ ~ ~ ~ ~ R ~ I;f ];I rr 13 ~ ~ ~ ~ ~ ~ 13 ~ ~ ~ ~ ~ 11 ~ ~ i r I ~ @-/ I ~ I ~ W TYP.~ ~ TYP.~ ~ EJ ~ EJ ~ EJ EJ ~ EJ " I / 7 / / / , ~~~&O / / / / / , / / / / / ~TYP. " / / / / / " / / / / / , / / / / / / " , " , " / , , , , " / ~ " " ~ " , ~ , / " , " , " / " " " " , / , " " , " s~~ T.O. FRAMING~ 24'-5" ~11e;,PMu ~ T.O. CMU WI GUTTER 19'-4" T.O. CM~~ 21'-4 T.O. CMU WI GUTTER ~ 19'-4" ~~~ KEItK EL-N ItT/ON SCALE: 3116" = N)" ~~'$.B ,.-: :--. c; R:. :? 4 -? ~ " ~ ~ :? r<: -? ~ d" ~ ~l'f l'f~ ~ I;f ~ !;I ~ I;;f ~ ~ r? ~ ;@ =. ...J. ----- @-/ @-I - - ~ @-/' r ~ I--- I--- s:t~~ T.O. FRAMI~~ 24' " ~ T.O. CMU 21'-4" ~ "f90. CMU WI GUTTER 1 '-4" T.O. CMU~ 21'-4" TYP. TYP. L-EFT EL-N ItT/ON SCALE: 3116" 0: 1'.()" OR\G\NAL KEYNOTES <D @ @ @ QD ROOFUNE~OND @ ELECTRICAL METER AND PHONE CENTER. RE: ELECTRICAL (j) EXTERIOR BUILDING UGHTfNG @ 3/8" STUCCO WALL FINISH OVER CMU @ 3" DOWNSPOUT @ 6" GU1TER @ EFIS TRIM A @ EFIS TRIM B @ EFIS TRIM C @ EFIS TRIM 0 @ METAL DOORS @ HVAC ROOF TOP UNIT @ 3/8" CONTROL JOINT CONTINUOUS PRE-FINISHED ALUMINUM CAP COPING V\IITH 1/Z' SLOPE AT TOP OF CAP TOWARDS ROOF. SECURE CAP Vv1TH HOLD DOWN CUPS AT 3'-0" ON CENTER ALONG EXTERIOR AND INTERIIOR OF PARAPET AND CMU WALL. PRE-FINISHED ALUMINIUM STOREFRONT SYSTEM 18. f"'\ r' t,t: DEe 2 2 2004 CONCRETE SIDEWALK V\IITH BROOM FINISH (BROOM STROKES TO BE PERPENDlCUtAR TO DIRECTION OF WALKING TRAFFIC). TOOLED EDGE AND JOINTS OVER COMPACTED SUB-BASE CONCRETE BARREL TILE ROOF. RE: SPECIFICATIONS LIGHT GAGE FRAMED CANVAS A,^","NG. RE: SPECIFICATIONS " 7" ~ 6" 1'-4' 2... f ... . fo ~ ... &l 2... ... . 2... t;. ... . .' 0- r ... ... ... ~ &l ~ 9 112" 1" II 3" A 2" 2" "2" 1. 12" . 2" 2" 1 112" EFIS TRIM A EFIS TRIM B EFIS TRIM C fa 3. E,FIS TRIM 0 W U.....lOoo~ ~N('t)O\I't') i('t)oo('t) NIO~ ~~~ ~..II/):::tz I&.::eOF ('t)~"'" 1O~('t) It.. - 10 ,.... _ 00_-0 GCI~~~ < .....,< uz> CJ) .O\-o~ W'-D W 10 0\ ('t) -O('t)('t) tlj~~; <:>-u u.i ~ ~ I/) ci. ~ ~ -I ~ i +- .....a o~ VL. a t\> - \J 18 ..... CW') CW') -8 'c !~ N .. lilt L. O\~ ~ I - L. ~j .....u N ..... u.i ci. tL o i ~ w ~ w u < V) ~ DATE: August 9, 2004 REVISIONS: ~ o w :3 ~ u.i u ~ ~ < ~ tI ~ A.5 N . W Cl.~h~~~ O\(\')cort') Q.\NIO..;t .~~~ ~~~6~ I:i rt') ~ '" ... 1O::t (\') n -10'" 'V CO _ ..0 <<,~tttt < 1-..,< uz> U) 'lR..o~ mWre~~ at:h =It ~ I Q)-I<>-u W << (.!) ::..l V) t:i. ~ If i < ~-n. ~\~ 0:{0f --ttJ\ ~ D,> D ~~~ ties ~~~_ 401 SOUTH BELCHER ROAD CLEARWATER, FLORIDA SECTION 18, TOWNSHIP 29 SOUTH, RANGE 16 EAST CONSTRUCTION PLANS -1=J r \ ~~ ~B~- ~ p~ 0Jtu? C{~ ~ Cl e-ereJA frob ~~ ~tqo ~ (\') (\') -a .~ .2 o u.. ~ L ~ j ~ I~~ ~ :3 ~8 g ~~~ : . ~~ ! ~ 1 ~ ~:E ~ i ~ ',"" co Q.. o ~ ...x ~ Gl~ ~ ~ ~ ' f\i2 F ......... ~GIJ V) ~ ~ ~ ~ ~ a. w o ~ W tX < m fI 1Hj~ ,~{} f,.p\t4 t1 ~ fte 'f2WWlb~ ~ ~Hrt: a4 ~~ ~""""~ ",-" ~. ~ ~:'0 ~~ :-; :-."" " " " /. ~ nl ~ (f ~ ~\/ -y-" ) vi' r '""b..... L , ~ ..~~~N ..": ;':"'. .~ .:' '.' LOCA TION MAP ~z ~~< ~~~ 15~ ". ~ ~ ~ t( ~ ~ ~y ~ ~i/; ~ /i " o :\ ~ W "\ '\ \ t\ ~ ~ - \ ,.~ t\ ~ ~ ~ ~ ~ . . :-; t\ . , .~ ~ \ '. ~ - ~ ~ ~ ~ ALlIED TIRE 7.240 SF .. ~ l~ 18= l> ~. ~ , . ~. , ,~ ,. 1> 0; jr--... /J - ~ ~ -" " " ~ "- ,,= I T - - ~ -. .... I INDEX :-; :-; CS C.1 C.2 C.3 C.4 c.s COVER SHEET GENERAL NOTES SITE PLAN DRAINAGE PLAN UTILITY PLAN LANDSCAPING PLAN PRIOR APPROVED SITE DEVELOPMENT PLAN 10 ~ -crt) CJ(Y) & c..-8 al._ -S:c.. UO -- a>LL co ... .c.. U')al +- Si VL B - u APPROVED IN JUNE OF 2000 ~------------------------------- tc AGEN CY CON TACT LI STI N G TRANSPORTATION FLORIDA DEPARTMENT OF TRAN. 5211 ULMERTON RD. CLEARWATER. FL 33760 DANIEL KARAS (727) 570-5101 PINELLAS COUNTY PUBLIC WORKS 440 COURT STREET. 2ND FLR CLEARWATER, FL 33756 JIM CANNON (727) 464-3670 ELECTRIC FLORIDA POWER CORPORATION 4121 ST. LAWRENCE DR. NEW PORT RICHEY, FL 34653 JEANE TALHOOK (727) 893-9710 WATER & SEWER CITY OF CLEARWATER 100 S. MYRTLE AVE. CLEARWATER. FL 33756 DON MELONE (727) 562-4798 CABLE TIME WARNER COMMUNICATIONS 2530 DREW ST. CLEARWATER. FL 33765 TERRY ELIAS (727) 431-0561 TELEPHONE GTE FLORIDA, INC. , 1280 E. CLEVELAND ST. FICW5033 CLEARWATER. Fl33765 JERRY YAGMIN (727) 562-1116 STORMWATER SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT 7601 HIGHWAY 301 NORTH TAMPA. FL 33637-6759 RICHARD AL T (813) 985-7481 uj ti. IL o ~ ~ w j!: ~ < V) ~ DATE: December 21. 2004" REVISIONS: . ! April 22. 2005 w .' U) ~ o U:; ~,' ;t3 ~ ~~ ill U ~ 'f U~ IJJ ~ ~ """' 2"..- I.I.J ;..... ~/:!.::7 ~~ ~o:, I.J.J ~,.' c~ (!)o .2 t.L.. 20 2~ ~--, .~() o o o b. b. .. ~, ....J .~ i CD 1uj .~ I ~ < I ==::Dc::=::::Ic:=:=I-==--====c::::::::lI-===:Ia=:::ta==te:::::::::=J ---....------ LEGAL DESCR,IPTION: .. ~ THE SOUTH FIVE HUNDRED FIFTY (550) FEET OF THE WEST HALF (W 112) OF THE WEST HALF rN 112) OF THE SOUTHWEST QUARTER (SW 1/4) OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 18. TOWNSHIP 29 SOUTH. RANGE 16 EAST. THE WEST THIRTY-THREE (33) FEET OF SAID PARCEL BEING SUBJECT TO RIGHTS OF PUBLIC IN THAT CERTAIN THOROUGHFARE OR HIGHWAY KNOWN AS BELCHER ROAD AND THE SOUTH FIFTY (50) FEET OF SAID PARCEL BEING SUBJECT TO RIGHTS OF PUBLIC IN THAT CERTAIN THOROUGHFARE OR HIGHWAY KNOWN AS GUlF-TO-BAY BOULEVARD. LESS THE FOLLOWING PORTION THEREOF BEGIN AT THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER (NW 1/4) OF SECTION 18, TOWNSHIP 29 SOUTH. RANGE 16 EAST, RUN THENCE N 00 DEGREES 08'02" WEST. ALONG THE CENTER LINE OF BELCHER ROAD, FIFTY (50) FEET; THENCE SOUTH 89 DEGREES 40'55" EAST. ALONG THE NORTH RIGHT-OF-WAY LINE OF GULF-TQ-BAY BOULEVARD, 167.79 FEET FOR A POINT OF BEGINNING; THENCE NORTH 00 DEGREES 00'24" WEST. 150 FEET; THENCE SOUTH 89 DEGREES ~0'55" EAST, 150 FEET; THENCE SOUTH 00 DEGREES 00'24" EAST, 150 FEET; THENCE NORTH 89 DEGREES 40'55" WEST. ALONG THE NORTH RIGHT-OF-WAY LINE OF GULF-TO-BAY BOULEVARD. 150 FEET TO THE POINT OF BEGINNING, LESS AND EXCEPT EXISTING RIGt+T -OF-WAY. HAVING A COMBINED 3.276 ACRES. MORE OR lESS. PINELLAS COUNTY, FLORIDA WAS FORMERLY A PART ... PROPOSED SITE DEVELOPMENT PLAN cs uj Ii 8 N . GENERAL NOTES LOCA TONS ELEVATIONS AND DIMENS ONS OF EX ST NG UTIL TES STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST NfORMATlON AVALABLE AT THE TME Of PREPARATION OF THESE PLANS THE CONTRACTOR SHALL VER FY THE LOCA TONS ELEVA TONS AND DIMENSIONS OF ALL EX STING un T ES STRUCTURES AND OTHER FEATURES AFFECTING TH S WORK PRIOR TO CONSTRUCT ON ALL PLAN ELEVATONS ARE BASED ON NGVO 1929 2 PR OR TO THE N TlA T ON OF SITE CONSTRUCTION THE CONTRACTOR SHALL VERIFY ANY EXISTING UTIL TIES INCLUDING GAS WATER ELECTR C CABLE TV COMMUNICA TONS SAN T ARY SEWERS AND STORM DRAINAGE SYSTEMS ON AND / OR ADJACENT TO THE S TE REMOVE OR CAP AS NECESSARY 3 THE CONTRACTOR SHALL EXERC Sf CAUT ON IN AREAS OF BUR ED UTL TIES AND SHALL CALL SUNSH NE AT 1 800 432 4770 AT lEAST 48 HOURS PR OR TO CONSTRUCT ON TO ARRANGE FOR F ELD LOCA TONS OF BUR ED UT L T ES 4 THE CONTRACTOR IS RESPONSIBLE FOR REPA RING ANY DAMAGE TO EXISTING FACl TES ABOVE OR BElOW GROUND THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR OR SUB CONTRACTORS AS CALLED FOR N THESE CONTRACT DOCUMENTS 5 T S THE CONTRACTOR S RESPONS B L TY TO BECOME F AM L AR WITH THE PERMIT AND INSPECTION REQU REMENTS SPEC FlED BY THE VAR OUS GOVERNMENTAL AGENC ES AND THE ENG NEER THE CONTRACTOR SHALL OBTA N ALL NECESSARY PERM TS PR OR TO CONSTRUCT ON AND SCHEDULE INSPECTIONS ACCORD NG TO AGENCY NSTRUCT ONjRfQUIREMENTS 6 THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL PRECAST AND MANUFACTURED TEMS TO THE OWNER S ENG NEER fOR APPROVAL FAILURE TO OBTAN APPROVAL BEFORE INSTAlLATON MAY RESULT N REMOVAL AND REPLACEMENT AT THE CONTRACTOR S EXPENSE 7 ALL UTILITY SERVICE STUB OUTS (WATER SANITARY SEWER etc) ARE TO BE NSTAlLED WITHIN 5 OF BU LD NG(S) UNLESS OTHERWISE NOTED ON PLANS 8 CONTRACTOR TO COORDINATE WITH THE APPLICABLE ELECTR C UTIL TY SUPPL ER REGARD NG ANY NECESSARY RELOCA T ON(S) OF UNDERGROUND AND/OR OVERHEAD ELECTRIC FACL TES AND fOR THE LOCATION AND INSTALLATION OF TRANSFORMER PAD(S) AND ASSOC A TED ELECTR C F AC L TIES 9 SAFETY A DUR NG THE CONSTRUCT ON AND/OR MAINTENANCE OF TH S PROJECT ALL SAFETY REGULA TONS ARE TO BE ENFORCED THE CONTRACTOR OR H S REPRESENT A T VE SHALL BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVEL NG PUBL C AND THE SAFETY OF H S/HER PERSONNEL B LABOR SAFETY REGULA TONS SHALL CONFORM TO THE PROV SONS SET FORTH BY OSHA N THE FEDERAL REG STER OF THE DEPARTMENT OF TRANSPORTATON C THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT ED TION OF THE STATE OF FLOR DA MANUAL ON TRAFF C CONTROL AND SAFE PRACTICES FOR STREET AND H GHWAY CONSTRUCT ON MA NTENANCE AND UT L TY OPERA TONS SHALL BE FOLLOWED N THE DES GN APPL CA TION NSTALlATION MA NTENANCE AND REMOVAL OF ALL TRAFF C CONTROL DEVICES WARNING DEVICES AND BARR ERS NECESSARY TO PROTECT THE PUBLIC AND CONSTRUCT ON PERSONNEL FROM HAZARDS WITH N THE PROJECT L1M TS D ALL TRAFFIC CONTROL MARK NGS AND DEV CES SHALL CONFORM TO THE PROVlS ONS SET FORTH N THE MANUAL ON UN fORM TRAFFIC CONTROL DEV CES PREPARED BY THE U S DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADM NISTR AT ON E ALL SUBSURFACE CONSTRUCTION SHALL COMPLY WITH THE TRENCH SAFETY ACT THE CONTRACTOR SHALL INSURE THA T THE METHOD OF TRENCH PROTECTION AND CONSTRUCT ON S N COMPL ANCE WITH THE OCCUP AT ONAL SAFETY AND HEALTH ADMINSTRATON (OSHA) REGULATONS T SHALL BE THE SOLE RESPONS B L TY OF THE CONTRACTOR TO COMPL Y AND ENFORCE ALL APPL CABLE SAFETY REGULA TONS THE ABOVE NfORMA T ON HAS BEEN PROV OED rOR THE CONTRACTOR S NFORMATION ONLY AND DOES NOT IMPLY THAT THE OWNER OR ENG NEER WILL NSPECT AND/OR ENFORCE SAFETY REGULATIONS lOT SHALL BE THE RESPONS B L1TY OF THE CONTRACTOR TO OBTAIN AN ON S TE P P NG PERM T (f RE QU RED) FOR CONSTRUCT ON Of THE PROPOSED un TES THIS PERM T MUST BE OBTA NED BY A DULY L CENSED PLUMBING CONTRACTOR (OR CLASS A GENERAL CONTRACTOR) PR OR TO THE START OF CONSTRUCTION THESE PLANS AND ANY SUBSEQUENT REVIS ONS TO THESE PLANS THAT ARE SSUED BY THE ENG NEER WILL BE SUBJECT TO THE APPROVAL COND TONS Of TH SPERM T 11 THE GRAPH C NFORMA T ON DEPICTED ON THESE PLANS HAS BEEN COMPILED TO PROPORT ON BY SCALE AS ACCURA TEL Y AS POSSIBLE HOWEVER DUE TO REPRODUCTIVE D STORT ON REDUCTION AND lOR REVISIONS NFORMAT ON CONTAINED HEREIN S NOT NTENDED TO BE SCALED FOR CONSTRUCT ON PURPOSES 12 ALL SPEC F CATIONS AND DOCUMENTS REFERENCED HEREIN SHALL BE OF THE LATEST REVIS ON 13 ALL UNDERGROUND UT L1TIES MUST BE N PLACE TESTED AND NSPECTED PR OR TO BASE AND SURF ACE CONSTRUCTION 14 WORK PERFORMED UNDER TH S CONTRACT SHALL INTERFACE SMOOTHLY WITH ANY OTHER WORK BEING PERFORMED ON SITE BY OTHER CONTRACTORS/SUBCONTRACTORS AND UT lITY COMPAN ES T WILL BE NECESSARY FOR THE GENERAL CONTRACTOR TO COORD NATE AND SCHEDULE H SIHER ACT VlTES ACCORD NGL Y RECORD DRAWINGS UPON COMPLET ON OF CONSTRUCT ON THE CONTRACTOR SHALL FURNISH THE OWNER S ENG NEER WITH COMPLETE RECORD DRAWING NFORMATON CERTFED BY A REGSTERED LAND SURVEYOR CONSTRUCTION NO ENG NEER S CERT FICA TIONS FOR CERT F CA TE OF OCCUPANCY (C 0) PURPOSES W LL BE MADE UNTIL TH S NFORMAT ON HAS BEEN RECE VED AND APPROVED BY THE OWNER S ENG NEER 2 HOR ZONT AL LOCA T ON OF AS WELL AS VERTICAL ELEVA TONS ON ALL WATER MA NS F RE MA NS RECLAIMED WATER MAINS AND IRRIGATON MANS AND FTTNGS VALVES VAULTS CHECK VALVE ASSEMBLIES BACKFLOW PRE VENTERS METERS CONCRETE SLABS AND APPURTENANCES IN ADDITION HOR ZONTAL CONTROL AND VERT CAL ELEVA TONS SHALL BE PROVIDED ON THE PIPE BETVlfEN F TT NGS AT A MAXIMUM SPAC NG OF EVERY 250 (INCLUDING STRA GHT RUNS OF P PE) 3 HORIZONTAL LOCA T ON OF ALL STORM SEWER STRUCTURES AND SANITARY SEWER STRUCTURES AS WELL AS NOTATIONS ON TYPE OF STRUCTURE SUCH AS 4 0 AMETER MANHOLE TYPE C NLET ETC 4 ELEVA TONS ON ALL STORM SEWER STRUCTURES NCLUD NG GRATE ELEVA TONS THROA T ELEVATIONS SK MMERS OR F CES WE RS RING AND COVERS ETC 5 ELEVATONS ON ALL SAN TARY SEVlfR RIM ELEVATONS PPE NVERTS PIPE S ZES LENGTH OF P PE RUNS BETWEEN STRUCTURES AND SLOPE OF P PE CALCULATED TO 0 O%. 6 ELEVA TONS ON THE F N SH ASPHALT PAVEMENT THROUGHOUT THE PROJECT TO CLEARLY NO CA TE THE ORA NAGE BAS N L NES FLOW o RECT ON ETC 7 ELEVA TONS OF THE PERVIOUS AREAS ND CA TING H GH AND LOW PONTS AND ADEQUATE ELEVATONS TO DETERMNE FLOW DRECTON 8 HOR ZONT AL LOCA T ON OF THE TOB OF BANK AND TOE OF SLOPE OF ALL PONDS STORM WATER TREATMENT AREAS SWALES ETC 9 ELEVA TONS OF POND BOTTOMS TOP OF BANKS S DE SLOPES L TORAL SHELVES PLANTED AREAS CONTROL STRUCTURES ETC ELEVATIONS SHOULD NOT EXCEED 50 SPAC NG AND SHOULD BE NUMEROUS ENOUGH TO ACCURA TEL Y REFLECT THE POND N T AS BU L T COND T ON 10 AS BU LT NFORMA TION ON RR GA TION WELLS AND LIFT STATIONS THE L FT STAT ON DET A L SHEET SHALL BE AS BUlL TED TO REFLECT THE COMPONENTS INSTALLED NCLUD NG THE PUMP MAKE AND MODEL NUMBER (OBTA NED FROM EACH PUMP) THE ARRANGEMENTS OF THE PANEL COMPONENTS APRON SLAB FENCES PANEL MOUNTS ETC 11 AS BUILT INFORM A TION SHALL BE FURNISHED TO THE ENGINEER IN A T MEL Y FASHION AFTER THE COMPLET ON OF EACH UTILITY SO AS TO NOT DELAY THE PERM T CERTFICA T ON PROCESS AS au L TS SHALL BE FORWARDED TO THE ENG NEER WITH FouR SETS OF BLUEL NE COP ES AND ONE ELECTRON C COPY N AUTOCAD FORMAT VERS ON 14 ETHER ON 35 D SKEnE OR CD ROM UPON RECEIPT OF THE AS BU L TS THE ENGINEER WILL REV EW THE NFORMA T ON AND COMMECT ON ANY AREAS LACK NG SUFF CENT INFORMA T ON TO CERTIFY THE APPL CABLE PERM TS OR AREAS OF CONCERN UP TO TWELVE ADD TONAL S GNED AND SEALED COPIES OF THE AS BU L TS W LL BE NECESSARY ONCE THE ENG NEER HAS REV EWED AND APPROVED THE CONTENT THE CONTRACTOR SHALL BE RESPONS BLE FOR THE PROPER NST ALLA T ON OF THE EROS ON CONTROL DEV CES AS SHOWN ON THE CONSTRUCT ON PLANS PRIOR TO ANY S TE CLEAR NG AND/OR DEMOL T ON REFER TO THE EROS ON CONTROL NOTES SECTION CONT A NED HERE N FOR ADDIT ONAL REQU REMENTS 2 PR OR TO ANY SITE CLEAR NG ALL TREES SHOWN TO REM A N AS ND CA TED ON THE CONSTRUCTION PLANS SHALL BE PROTECTED N ACCORDANCE W TH LOCAL TREE ORD NANCES AND DET A LS CONTAINED N THESE PLANS T SHALL BE THE CONTRACTOR S RESPONS B UTY TO MAINTA N THESE TREES N GOOD COND TON NO TREE(S) SHOWN TO REMA N SHALL BE REMOVED WITHOUT WR TTEN APPROVAL FROM THE OWNER AND THE LOCAL AGENCY HAVING JUR SD CT ON OVER THESE ACT VlT ES 3 THE CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORT ONS OF THE S TE NECESSARY FOR CONSTRUCTION ALL DISTURBED AREAS MUST BE SEEDED MULCHED SODDED OR PLANTED WITH OTHER APPROVED LANDSCAPE MATER AL MMED A TEL Y FOLLOWING CONSTRUCT ON 4 THE TOP 4 TO 6 OF GROUND REMOVED OUR NG CLEAR NG AND GRUBB NG ACT V TES SHALL BE STOCKPILED TO BE USED FOR LANDSCAP NG PURPOSES UNLESS OTHERW SE D RECTED BY THE OWNER REMA NING EARTHWORK THAT RESULTS FROM CLEAR NG AND GRUBBNG OR STE EXCAVATON S TO BE UTLZED ON STE PROVDED THE MATERIAL S DEEMED SU TABLE BY THE OWNER S so LS TEST NG COMPANY EXCESS MA ER A S 0 E HER BE STOCKP LED ON S TE AS 0 RECTED BY THE OWNER OR OWNER S ENGINEER OR REMOVED FROM THE S TE THE CONTRACTOR SHALL BE RESPONS BLE FOR ACQU R NG ANY PERM TS THAT ARE NECESSARY FOR REMOVING ANY EXCESS MATER AL FROM THE S TE 5 ALL EX STING DEBRIS (ABOVE OR BELOW GROUND) CONSTRUCTION DEBRIS AND OTHER WASTE MATER AL SHALL BE DISPOSED OF OFF S TE BY THE CONTRACTOR N ACCORDANCE W TH APPL CABLE REGULATORY AGENCY REQUIREMENTS 6 THE CONTRACTOR S TO PREPARE THE S TE IN ACCORDANCE WITH THE SO LS REPORT COP ES OF WH CH ARE AVA LABLE THROUGH THE OWNER OR SOILS TESTNG COMPANY DIRECTLY 7 CONTRACTOR SHALL INSTALL A TEMPORARY CHA N L NK CONSTRUCT ON FENCE AROUND ENTIRE PERIMETER OF PROPERTY TYPE OF FENCE TO BE SUBMITTED BY CONTRACTOR TO ENG NEER FOR APPROVAL EROS ON CONTROL NOTES CONTRACTOR S TO PROVIDE EROS ON CONTROL/SED MENTA TON BARRIERS (HAY BALES OR S L TATION CURTA NS) TO PREVENT S LT A T ON OF ADJACENT PROPERTY STREETS STORM SEWERS AND WATERWAYS N ADD TION CONTRACTOR SHALL PLACE STRAW MULCH OR OTHER SU TABLE MATERIAL ON GROUND N AREAS WHERE CONSTRUCT ON RELATED TRAFF C S TO ENTER AND EX T S TE F N THE OP N ON OF THE ENG NEER AND lOR LOCAL AUTHORITES EXCESS VE QUANT TIES OF EARTH ARE TRANSPORTED OFF S TE ETHER BY NATURAL ORA NAGE OR BY VEH CULAR TRAFF C THE CONTRACTOR S TO REMOVE SA 0 EARTH TO THE SAT Sf ACT ON OF THE ENG NEER AND/OR AUTHOR T ES 2 THE CONTRACTOR SHALL L MIT THE D SCHARGE OF TURB 0 WATERS OFF S TE OR INTO ON S TE/OFF S TE VlfTLANDS (F APPLICABLE) TO NO MORE THAN 50 JTU s (JACKSON TURBID TY UN TS) OR 29 NTU s (NEPHELOMETRIC TURB DITY UNITS) ABOVE BACKGROUND LEVELS 3 IF W ND EROSION BECOMES SIGN F CANT DURING CONSTRUCTION THE CONTRACTOR SHALL STABILIZE THE AFFECTED AREA US NG SPR NKL NG RR GAT ON OR OTHER ACCEPT ABLE METHODS 4 CONTRACTOR SHALL INSPECT AND MA NTAIN ON A DA L Y BAS S ALL EROSON/SEDIMENTATON CONTROL FACLlTIES 5 THE CONTRACTOR SHALL ENSURE THAT SLTATON ACCUMULATONS GREATER THAN THE LESSER OF 12 NCHES OR ONE HALF THE DEPTH OF THE S LT A TION CONTROL BARRIER SHALL BE IMMEDlA TEL Y REMOVED AND PLACED N UPLAND AREAS PAVING AND GRAD NG NOTES ALL DELETER OUS SUBSURF ACE MATERIAL (E MUCK PEAT BUR ED DEBR S ETC) S TO BE EXCAVATED AND REPLACED WITH SUTABLE/COMPACTED SOLS AS DIRECTED BY THE OWNER THE OWNERS ENG ~ EERS OR OWNERS SO LS TEST NG COMPANY DELETER OUS MATERIAL S TO BE STOCKP LED OR REMOVED FROM THE SITE AS OIRECTED BY THE OWNER EXCAVATED AREAS ARE TO BE BACKFLLED WITH APPROVED MATERIALS AND COMPACTED AS SHOWN ON THESE PLANS CONTRACTOR IS RESPONS BLE FOR ACOU R NG ftN PERMITS THAT ARE NECESSARY FOR REMOVING DELETER OUS ATER AL FROM THE S TE 2 THE CONTRAC OR SHALL BE RESPONS BLE FOR PROTECTING EXCAVATIONS rlGA NST COLLAPSE AND WILL PROVIDE BRAC NG SHEETING OR SHOR NG AS NECESSARY DEWA TER NG METHODS SHALL BE USED AS REOU RED TO KEEP TRENCHES DRY WH LE P PE AND APPURTENANCES ARE BE NG PLACED 3 ALL NECESSARY f LL AND EMBANKMENT THAT S PLACED OUR NG CONSTRUCT ON SHALL CONS ST OF MATER AL SPEC flED BY THE OWNER S SO LS TESTING COMPANY OR ENGINEER AND BE PLACED AND COMPACTED ACCORD NG TO THESE PLANS 4 PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURF ACE GRADES UNLESS OTHERWISE NOTED 5 IT MAY BE NEC'SSARY TO FIELD ADJUST PAVEMENT ELEVATONS TO PRESERVE THE ROOT SYSTEMS OF TREES SHOWN TO BE SAVED CONTRACTOR TO COORDINATE WITH OWNER S ENG NEER PR OR TO ANY ELEVATION CHANGES 6 CONTRACTOR SHALL TR M TACK AND MATCH EX ST NG PAVEMENT AT LOCATONS WHERE NEW PAVEMENT MEETS EXSTNG PAVEMENT 7 CURBING SHALL BE PLACED AT THE EDGES OF ALL PAVEMENT UNLESS OTHERWSE NOTED REFER TO THE LATEST ED T ON OF F DOT ROADWAY AND TRAFF C DES GN STANDARDS FOR DETA LS AND SPEC F CATIONS OF ALL F DOT TYPE CURB AND GUTTERS CALLED FOR IN THESE PLANS 8 PR OR TO CONSTRUCTING CONCRETE PAVEMENT THE CONTRACTOR S TO SUBM T A PROPOSED JO NT NG P A nERN TO THE SO LS ENG NEER FOR APPROVAL 9 CONTRACTOR TO PROVIDE A 1/2 TO 1 B TUM NOUS EXPANS ON JO NT MATER AL WITH SEALER AT ABUTMENT OF CONCRETE AND OTHER MATER ALS (STRUCTURES OTHER POURED 10 ALL PAVEMENT MARK NGS SHALL BE MADE N ACCORDANlCE WITH F DOT STANDARD NDEX #17346 11 THE CONTRACTOR W LL STABIL ZE BY SEED AND MULCH SOD OR OTHER APPROVED MATERIALS ANY DISTURBED AREAS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE UTIL TY SYSTEMS AND PAVEMENT AREAS CONTRACTOR SHALL MANTAN SUCH AREAS UNTIL F NAL ACCEPTANCE BY OWNER CONTRACTOR TO COORD NATE WITH OWNER REGARD NG TYPE OF MATER AL LANDSCAP NG AND RR GATlON REQU REMENTS TEST NG AND INSPECTION REQUIREMENTS (PAV NG/GRADING) THE CONTRACTOR IS RESPONS BLE FOR COORD NA T NG APPL CABLE TEST NG W TH THE SOILS ENGINEER TESTS WILL BE REOU RED PURSUANT WITH THE SO LS REPORT UPON COMPLET ON OF WORK THE SO LS ENGINEER W LL SUBM T CERTF CATIONS TO THE OWNER AND OWNER S ENGNEER STATNG THAT ALL REQU REMENTS HAVE BEEN MET 2 A QUAL F ED TESTING LABORATORY SHALL PERFORM ALL TEST NG NECESSARY TO ASSURE COMPL ANCE OF THE N PLACE MATER ALS AS REOU RED BY THESE PLANS THE VARIOUS AGENClES AND PERM T COND TONS SHOULD ANY RETEST NG BE REOU RED DUE 0 THE f A LURE Of ANY TESTS TO MEET THE REOU REMENTS THE CONTRACTOR WILL BEAR ALL COSTS OF SA D RETEST NG STORM ORA NAGE SYSTEM NOTES STANDARD NDEXES REFER TO THE LA TEST ED T ON OF F DOT ROADWAY AND TRAFFC DESGN STANDARDS 2 ALL STORM SEWER P PE SHALL BE RE NFORCED CONCRETE CLASS (ASTM C 76) UNLESS OTHERWISE NOTED ON PLANS ALL DRAINAGE STRUCTURES SHALL BE N ACCORDANCE WITH F DOT ROADWAY AND TRAFF C DES GN STANDARDS UNLESS OTHERW SE NOTED ON PLANS 3 P PE LENGTHS SHOWN ARE APPROX MATE AND TO CENTER OF DRAINAGE STRUCTURES WITH THE EXCEPT ON OF M TERED END AND FLARED END SECT ONS WH CH ARE NOT NCLUDED N LENGTHS 4 ALL DRAINAGE STRUCTURE GRATES AND COVERS EITHER EXISTING OR PROPOSED SHALL BE TRAFFIC RATED FOR H 20 LOAD NGS THE CONTRACTOR SHALL BE RESPONSBLE FOR ANY NECESSARY UPGRADES TO EX ST NG DRA NAGE STRUCTURES 5 CONSTRUCT ON OF THE STORMWA TER MANAGEMENT SYSTEM MUST BE COMPLETE AND ALL D STURBED AREAS STAB L ZED N ACCORDANCE W TH THE PERMITTED PLANS AND COND TONS PR OR TO ANY OF THE FOLLOW NG SSUANCE OF THE F RST CERTF CA TE OF OCCUPANCY NT AT ON OF NTENDED USE OF THE NFRA STRUCTURE OR TRANSFER OF RESPONS B L TY FOR MA NTENANCE OF THE SYSTEM TO A LOCAL GOVERNMENT OR OTHER RESPONS BLE EN WHERE THERE S NO AL TERNA T VE TO SEWER P PES CROSS NG OVER WATER MANS THE CRTERA FOR MNMUM SEPARATON OF 18 NCHES BETWEEN L NES AND 10 FEET BETWEEN JO NTS CENTERED AT THE PO NT OF CROSS NG SHALL BE REDU RED THE WA TER MA N SHALL BE PLACED N A SLEEVE FOR 20 FEET CENTERED ON THE PO NT OF CROSS NG ADEQUATE STRUCTURAL SUPPORT SHALL BE PROVIDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MA N ALL CROSS NGS SHALL BE ARRANGED SO THAT THE SEWER P PE JO NTS AND THE WATER MA N P PE JO NTS ARE EQU 0 STANT FROM THE PO NT OF CROSS NG ( e P PES CENTERED ON THE CROSS NG) WHERE A PROPOSED P PE CONFL CTS WITH AN EX ST NG P PE THE PROPOSED P PE SHALL BE CONSTRUCTED OF D P AND THE CROSS NG SHALL BE ARRANGED SO AS TO SAT SFY THE REQU REMENTS DENT F ED ABOVE 2 A M N MUM 0 FOOT HOR ZONT AL SEPARA T ON SHALL BE MA NTA NED BETWEEN ANY TYPE Of SEWER (NCLUD NG FORCE MA NS) AND EX ST NG OR PROPOSED WATER MA NS N PARALLEL INST ALL AT ONS WHENEVER POSS BLE THE D STANCE FOR SEPARATON SHALL BE MEASURED EDGE TO EDGE N CASES WHERE T S NOT POSS BLE TO MA NT A N A 0 FOOT HORZONTAL SEPARATON THE WATER MAN MUST BE NSTALLED N A SEPARATE TRENCH OR N AN UNO STURBED EARTH SHELF LOCATED ON ONE SDE OF THE SEWER OR FORCE MAIN AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MA N SAT LEAST 8 NCHES ABOVE THE TOP OF THE SEWER L NE AND WATER AND SEWER JO NTS SHALL BE STAGGERED WHERE T S NOT POSS BLE TO MA NT A N A VERT CAL D STANCE OF 18 NCHES N PARALLEL NSTALLATONS THE WATER MAN SHALL BE CONSTRUCTEl) OF 0 P AND THE SEWER OR FORCE MA N SHALL BE CONSTRUCTED OF 0 P (F AVA LABLE N THE S ZE PROPOSED) W TH A M N MUM VERT CAL 0 STANCE OF 6 NCHES THE WATER MA N SHOULD ALWAYS BE LOCATED ABOVE THE SEWER JO NTS ON THE WATER MA N SHALL BE LOCATED AS FAR APART AS POSS BLE FROM JO NTS ON THE SEWER OR FORCE MA N ( e STAGGERED JO NTS) 3 ALL 0 P P PE SHALL BE CLASS 50 OR H GHER REFER TO NOTE # S 69 & 10 BELOW FOR ADD TONAL D P SPEC F CAT ONS ADEOUA TE MEASURES AGAINST CORROS ON SHALL BE UT L ZED 4 ALL PVC P PE SHALL BE SOL 0 WALL POL YV NYL CHLOR DE P PE AND COMPLY WITH ASTM D 3034 AND ALL APPL CABLE ASTM DOCUMENTS AS COVERED IN SECT ON NO 2 OF ASTM 0 3034 MA N L NES SHALL BE A 1.1 N MUM OF 8 0 AMETER AND LATERALS SHALL BE A M N MUM 6 D AMETER 5 ALL SAN TARY SEWER MANS LATERALS AND FORCE MANS SHALL HAVE A M N MUM OF 36 NCHES OF COVER UNLESS OTHERW SE NOTED ON PLANS 6 ALL GRAVITY SEWERS MUST BE SDR 35 PVC OR D P CLASS 54 P PE EXCEPT FOR P PE DEEPER THAN 4 fEET N WH CH CASE SDR 26 P PE SHALL BE USED ELASTOMER C GASKET JO NTS SHALL BE UT L ZED FOR PVC PIPE AND SHALL COMPLY WITH ASTM F 477 ASTM 03034 & ASTM F679 JO NTS SHALL COMPLY WITH ASTM D3212 7 ALL ON S TE PVC FORCE MAINS (F REOU RED) SHALL BE CLASS 200 DR 14 FOR 4 DIAMETER AND CLASS 150 DR 18 FOR 6 TO 12 D AMETER P PE N ACCORDANCE W TH AWWA C900 STANDARDS PVC FORCE MAIN P PE SMALLER THAN 4 0 AMETER SHALL BE CLASS 200 SDR 21 N ACCORDANCE WITH ASTM D 224 FORCE MA N SHALL BE SP RAL WRAPPED WITH 2 NCH W DE DARK GREEN ST CK ON V NYL TAPE FORCE MAINS WITH N THE R GHT OF WAY SHALL BE CLASS 52 D P M N MUM 4 D AMETER 8 ALL SAN TARY MANHOLES SHALL BE LOCATED NO MORE THAN 400 FEET APART AND SHALL CONFORM TO THE DETA LS CONTA NED HERE N AS WELL AS WITH ASTM C478 9 ALL DUCT LE RON P PE SHALL MEET REOU REMENTS or AWWA C151 ANS SPEC A2 5 10 ALL DUCTLE RON P PE AND F TT NGS SHALL BE PROVIDED W TH A VlRG N POL YETHYLENE NTER OR L N NG COMPL Y NG W TH ASTM o 1248 (40 M LS TH CK) HEAT BONDED TO THE NTER OR Of AL P PES ALL D P P PE SHALL HAVE A STANDARD OUTS DE COAT NG COMPL Y NG W TH ASTM C151 8 ALL SLOPES FOR GRAVITY SEWER MA NS AND SERVICE CONNECTONS SHALL COMPLY WITH THE FOLLOWING M N MUM GRADES 6 @ 00% 8 @ 040% MAX MUM SLOPE 2 00% 2 ALL SAN T ARY SEWER WORK SHALL CONFORM W TH APPL CABLE C TY OF CLEARWATER un TIES DEPARTMENT STANDARDS AND SPEC F CA TONS 13 PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECT NG PROPOSED FAC L T ES TO EX ST NG L NES OR APPURTENANCES THE CONTRACTOR SHALL VERFY THE LOCATON AND ELEVATON(S) Of EX ST NG CONNECTION PO NT(S) AND NOTfY THE OWNER S ENG NEER OF ANY CONFL CTS OR D SCREPANC ES 14 SAN TARY SEWER MA NS SHALL HAVE SU TABLE MAGNET C LOCATOR TAPE(S) BUR ED AT LEAST 18 NCHES ABOVE THE MAN LNES 15 FORCE MANS SHALL HAVE SUTABLE MAGNETC LOCATOR TAPE(S) BUR ED AT LEAST 18 NCHES ABOVE THE FORCE MA N ALL GRA V TY SEWER P P NG SHALL BE SUBJECT TO A V SUAL NSPECT ON BY THE OWNER S ENG NEER AND APPL CABLE MUN C PAL TY / AGENCY THE CONTRACTOR SHALL NOTFY THE ENG NEER 72 HOURS N ADVANCE TO SCHEDULE NSPECT ON(S) THE CONTRACTOR SHALL BE RESPONS BLE FOR COSTS ASSOC A TED WITH A TELEVISED NSPECT ON (TV) OF THE PROPOSED GRAVITY SEWER L NE CONSTRUCT ON THE CONTRACTOR SHALL NOT FY THE ENG NEER 72 HOURS N ADVANCE OF SCHEDUL NG THE TV NSPECT ON SO THAT A REPRESENTA T VE MAYBE PRESENT F DEEMED NECESSARY THE CONTRACTOR SHALL PROV DE COP ES OF THE TV NSPECT ON TAPE TO THE ENG NEER THE OWNER AND THE APPL CABLE MUN C PAL TY / AGENCY 2 THE CONTRACTOR SHALL PERFORM AN NF L TRA TlON/EXFL TRA TON TEST ON ALL GRAVITY SEWERS N ACCORDANCE WTH THE REGULA TORY AGENCY HA V NG JUR SD CT ON SA D TESTS ARE TO BE CERT F ED BY THE ENG NEER OF RECORD AND SUBM TTED TO THE REGULATORY AGENCY FOR APPROVAL THE SCHEDULNG COORDINATON AND NOTFCATON OF ALL PARTES S THE CONTRACTOR S RESPONS BIL TY WATER SYSTEM NOTES SAN TARY SEWERS FORCE MA NS AND STORM SEWERS SHOULD AL WAYS CROSS UNDERNEATH WATER MA NS NS A LA TONS OF SAN T ARY SEWERS FORCE MA NS AND STORM SEWERS AT CROSS NGS OF WATER MA NS SHALL BE PERFORMED SO AS TO PROV DE A M N MUM VERT CA D STANCE OF 8 NCHES BETWEEN THE NVERT OF THE UPPER P PE AND THE CROWN OF THE LOWER P PE WHENEVER POSS BLE THE CROSS NG SHALL BE ARRANGED SO THAT THE SEWER JO NTS AND WATER JO NTS SHALL BE EOU D STANT FROM THE PO NT OF CROSS NG W H NO LESS THAN 0 FEET BETWEEN ANY TWO JO NTS WHERE SAN TARY SEWERS FORCE MA NS AND STORM SEWERS MUST CROSS A WATER MA N W TH LESS THAN 8 NCHES VERT CAL D STANCE BOTH THE SEWER AND HE WATER MA N SHAL BE CONSTRUCTED OF DUCT LE RON P PE (D P) AT THE CROSS NG (D P S NOT REQU RED FOR STORM SEWERS F T S NOT AVA LABLE N THE S ZE PROPOSED) SUFF CENT LENGTHS OF D P MUST BE USED TO PROV DE A M N MUM SEPARAT ON OF 0 FEET BE WEEN ANY TWO (2) JO NTS N LEU OF D P THE SAN TARY SEWER MAYBE PLACED N A SLEEVE FOR 20 FEET CENTERED ON THE PO NT OF CROSS NG ALL JO NTS ON THE WATER MA N W TH N 20 FEET OF THE CROSS NG MUST BE EAK FREE AND MECHAN CAL Y RESTRA NED A M N MUM VERT CAL CLEARANCE OF 6 NCHES MUST BE MA NT A NED AT THE CROSS NG WHERE THERE S NO AL ERNA T VE 0 SEWER P PES CROSS NG OVER WATER MANS THE CR TER A FOR MNMUM SEPARATON OF 18 NCHES BE WEEN NES AND 0 FEE BE WEEN 0 N S CEN ERED A HE PO NT OF CROSS NG SHA L BE REQU RED HE WA ER MA N SHALL BE PLACED N A SLEEVE FOR 20 FEET CENTERED ON THE PO NT Of CROSS NG ADEQUATE STRUCTURA SUPPORT SHALL BE PROVDED FOR THE SEWER TO PREVENT DAMAGE TO THE WATER MAN ALL CROSS NGS SHALL BE ARRANGED SO THAT THE SEWER P PE JO NTS AND THE WATER MA N P PE JO NTS ARE EQU D STANT FROM HE PO NT OF CROSS NG ( e P PES CENTERED ON THE CROSS NG) WHERE A PROPOSED P PE CONFL CTS WITH AN EX ST NG P PE THE PROPOSED P PE SHALL BE CONSTRUCTED OF D P AND THE CROSS NG SHALL BE ARRANGED SO AS TO SAT SFY THE REOU REMENTS DENT f ED ABOVE 2 A MNMUM 0 FOOT HORZONTAL SEPARATON SHALL BE MA NTA NED BETWEEN ANY TYPE OF SEWER (NCLUD NG FORCE MA NS) AND EX ST NG OR PROPOSED WA ER MA NS N PARALLEL NSTALLATONS WHENEVER POSSBLE THE o STANCE FOR SEPARATON SHALL BE MEASURED EDGE TO EDGE N CASES WHERE T S NOT POSS BLE 0 MA NTA N. A 0 fOOT HOR ZONT AL SEP ARA T ON THE WATER MA N MUST BE NST ALLED N A SEPARATE TRENCH OR N AN UND STURBED EARTH SHELF LOCATED ON ONE S DE OF THE SEI'tER OR FORCE MA N AT SUCH AN ELEVATON THAT THE BOTTOM OF THE WATER MAN S AT LEAST 8 NCHES ABOVE THE TOP OF THE SEWER L NE AND WATER AND SEWER JO NTS SHALL BE STAGGERED WHERE T S NO POSSBLE TO MANTAN A VERTCAL DSTANCE OF 8 NCHES N PARALLEL NST ALL A TONS THE WATER MA N SHALL BE CONSTRUCTED OF D P AND THE SEWER OR FORCE MA N SHALL BE CONSTRUCTED OF D P (F A VA LABLE N THE S ZE PROPOSED) WITH A M N MUM VERT CAL D STANCE OF 6 NCHES THE WATER MA N SHOULD AL WA YS BE LOCATED ABOVE THE SEWER JO NTS ON THE WA TER MA N SHALL BE LOCATED AS FAR APART AS POSS BLE FROM JON S ON THE SEWER OR FORCE MAIN (e STAGGERED JONTS) 3 AL D P P PE SHALL BE CLASS 50 OR H GHER REFER TO NOTE #8 BELOW FOR ADD TONAL D P SPEC F CAT ONS ADEOUA TE MEASURES AGA NST CORROS ON SHALL BE VT L ZED 4 AL WATER MA N P PE F TT NGS AND APPURTENANCES SHALL BE NST ALLED TO COMPLY WITH C TY OF CLEARWATER STANDARDS AND SPEC F CAT ONS 5 ALL WATER MA NS SHALL BE NST ALLED W TH A M N MUM OF 36 NCHES OF COVER 6 ALL WATER SERV CE L NES VALVES AND METERS SHALL BE NS ALLED TO COMPLY WITH APPL CABLE MUN C PAL TY / AGENCY DEPARTMENT STANDARDS AND SPECFCATONS 7 THRUST BLOCK NG SHALL BE PROV OED AT ALL F TT NGS AND HYDRANTS N ACCORDANCE WITH APPL CABLE UT L TV DEPT SPEC F CAT ONS 8 ALL DUCT LE RON P PE SHAL BE MANUFACTURED N ACCORDANCE WTH THE LATEST ED TON OF AWWA C 5/A2 5 PPE SHALL BE FURN SHED N 8 OR 20 FOOT SECT ONS P PE TH CKNESS SHALL BE C ASS 50 UNLES OTHERW SE SPEC F ED 9 ALL WATER SYSTEM CONSTRUCT ON UP TO AND NCLUD NG PO NT OF METER NG AND BACK F OW PREVENT ON (f REOU RED) SHALL BE BU L T ACCORD NG TO THE PRE V OUSL Y REFERENCED STANDARDS AND SPEC F CA TONS o ALL ON S TE F RE HYDRANTS SHALL BE PANTED W TH H GH GRADE ENAMEL FEDERAL SAfETY YELLOW (OSHA APPROVED) OR OTHERS COLOR AS REQU RED BY THE GOVER NG MUN C PAL TY AND MUST BE LOCATED A M N MUM OF 6 FEET FROM THE EDGE OF PAVEMENT OR BACK OF CURB OTHERWISE BOLLARDS W LL BE REQU RED FOR PROTECT ON ALL F RE HYDRANTS SHALL COMPLY WITH AWWA S ANDARDS C502 80 THEREOF CONTRACTOR TO NSTALL TEMPORARY BLOWOFFS AT THE END(S) OF PROPOSED WATER MANS AND SERVCE LATERALS TO BULDNG(S) TO ASSURE ADEQUATE FLUSH NG AND D S NFECT ON/CHLOR NA TON 2 ALL WATER MA NS SHALL BE PRESSURE TESTED N ACCORDANCE W TH A WWA MANUAL 1.123 CONCERN NG HYDRO TAT C TEST NG OF PVC PPNG OFF STE UT TES HYDROSTATC TESTNG TO BE W TNESSED BY C TY OF CLEARWATER WATER DEPARTMENT NSPECTOR AND K MLEY HORN 3 AL WATER MA NS SHALL BE STER L ZED N ACCORDANCE WITH THE APPL CABLE SECT ON OF THE LA TEST AWWA SPEC F CA TON C65 AND C TY OF C TY OF CLEARWATER WATER DEPARTMENT SPEC F CAT ONS 14 ALL PVC WATER MA N 4 TO 2 D AMETER P P NG SHALL CONFORM TO AWWA C900 (DR 8) STANDARD SPEC F CAT ONS PRESSURE CLASS 50 PS ALL PVC WATER MA N P P NG LESS THAN 4 D AMETER SHALL BE SCHEDULE 40 PER ASTM SDR 21 PRESSURE CLASS 200 PS 5 A L PVC WATER MANS SHALL HAVE A SUTABLE MAGNETC LOCA TOR TAPE BUR ED OVER THE WATER MA N BUR ED NO LESS THAN 18 NCHES ABOVE MA N L NES THE TAPE SHALL BE AT LEAST 5 /2 M LS TH CK 2 NCHES M N MUM W DTH AND MADE WITH AN ALUM NUM MATER AL SANDW CHED BETWEEN 2 LAYERS OF POL YETHYLENE SHALL HAVE MPR NTED N PERMANENT BLACK NK WITH ONE NCH TALL LETTERS CAUT ON WATER L NE BUR ED BE OW ON BLUE BACKGROUND HE TAPE SHALL BE CONT NUOUS BETWEEN VALVES AND SECURED TO EACH VALVE WHERE OTHER L NES OR SERV CE L NES JO N THE WATER MA N THE TAPE USED FOR DETECT ON OF THESE L NES SHALL BE SECURED 0 THE MA N L NE TAPE 6 F RE NES SHA BE NST ALLED BY A CONTRACTOR DULY L CENSED BY THE STATE OF FLOR DA F RE MARSHAL S OFF CE CONTRACTOR TO VER FY REQU REMENTS PR OR TO CONSTRUCT ON OF THE F RE PROTECT ON SYSTEM 7 F RE PROTECT ON SHALL MEET AL THE REDU REMENTS OF THE APPL CABLE MUN C PAL TY OR COUNTY ALL COMPONENTS OF THE WATER SYSTEM NClOD NG F TT NGS HYDRANTS CONNECT ONS AND VA VES SHALL REMA N UNCOVERED UNT PROPERLY PRESSURE TES ED AND ACCEPTED BY THE OWNER S ENG NEER PRESSURE TES S 0 BE N ACCORDANCE WITH P NE LAS COU N Y un T ES DEPARTMENT SPEC F CAT ONS CONTRACTOR TO NOT FY THE OWNER S ENG NEER AND APPL CABLE AGENCY NSPECTORS 48 HOURS N ADVANCE OF PERFORM NG TESTS 2 CONTRACTOR TO PERFORM CH OR NA T ON AND BACTER OLOG CAL SAMPL NG AND OBTA N CLEARANCE OF DOMEST C AND F RE L NE WATER SYSTEM(S) COP ES OF ALL PASS NG BACTER OLOG CAL TEST RESUL TS FROM TWO CONSECUT VE DAYS ARE TO BE SUBM TTEO TO HE OWNER S ENG NEER FOR CERT F CATON PURPOSES DEWA TER NG NOTES DURNG THE EXCAVATON OF THE STORM WATER PONDS THE CONTRACTOR MUST CONSTRUCT A SED MENT BAS N TO PRO V DE A D SCHARGE PO NT FOR DEWA TER NG THE SED MENT BAS N CAN BE CELL N THE PROPOSED EXCAVAT ON AREA OF A POND OR T CAN BE A BERM ED AREA ABOVE GROUND ALL DEWA TER NG MUST BE HELD N THE SEDIMENT AREA UNTl THE WATER IS CLEAN SUCH THAT THERE WOULD BE NO TURB 0 D SCHARGE AFTER THE WATER N THE SED MENT BASIN S CLEAN THE WATER MAY BE RELEASED NTO THE ON S TE WETLANDS PROV OED THERE S NO ADVERSE MPACT TO THE EX ST NG WATER QUAL TY UNDER NO C RCUMST ANCES W LL THE D SCHARGE FROM THE DEWA TER NG BE D RECTL Y NTO ON SITE WETLAND 2 3 DUR NG THE EXCA VA T ON THE CONTRACTOR SHALL NOT PENETRATE THE EX ST NG CLAY LAYER F THE CONTRACTOR ENCOUNTERS THE CLAY LA YER HE/SHE S TO PLACE A M N MUM OF 2 FEET OF SANDY MATER AL OVER THE CLAY AND TERM NATE THE DEPTH Of THE EXCAVATON 4 F CONTRACTOR ENCOUNTERS S L TY /CLA Y SAND WH CH CAUSE THE WA TER TO BECOME TURB D HE/SHE SHALL TREAT THE SEDIMENT BAS N W TH CHEM CAL ADD TIVE SUCH AS ALLUM N ORDER TO PROMOTE THE COAGULA T ON OF THE PART CLES WH CH ALLOW THE TO SETTLE AND THE WATER TO BECOME LESS TURB D F TURB D WATER ENCOUNTERED DURNG EXCAVATON OF THE PONDS THE CONTRACTOR SHALL NOTIFY THE ENG NEER OF RECORD MMED A TEL Y TO DETERM NE THE COURSE OF ACT ON THAT S APPROPR ATE TO EL M NATE THE TURB TY AND ALLOW D SCHARGE THAT MEET WATER QUAlITY STANDARDS 5 HE CONTRACTOR SHALL SEQUENCE THE EXCA VA T ON OF THE STORMWA TER PONDS SUCH THAT A SED MENT BAS N WILL BE A VA LABLE AT ALL T MES THE SED MENT BAS N CAN BE RELOCATED AS NECESSARY SUBJECT TO THE WATER W TH N THE SED MENT BAS N BEING NON TURBID AND ACCEPT ABLE FOR D SCHARGE OFF S TE BEST MANAGEMENT PRACT CES TH S PLAN HAS BEEN PREPARED TO ENSURE COMPLIANCE WITH APPROPRIATE CONDIT ONS OF P NELlAS COUNTY DEVELOPMENT REGULA TONS AND SWFWMD CHAPTER 17 25 F A C THE PLAN ADDRESSES THE FOLLOWING AREAS GENERAL EROS ON CONTROL 2 PROTECTION OF SURF ACE WATER QUALITY DUR NG AND AFTER CONSTRUCT ON 3 CONTROL OF WND EROS ON SECT ON 2 PROTECT ON OF SURF ACE WATER QUAL TY OUR NG AND AFTER CONSTRUCT ON 2 SURFACE WATER QUAL TY SHALL BE MANTANED BY EMPLOYNG THE FOLLOWING BMPS N THE CONSTRUCT ON PLANN NG AND CONSTRUCT ON OF ALL MPROVEMENTS 2 2 WHERE PRACT CAL STORMWA TER SHALL BE CONVEYED BY SWALES 2 3 EROS ON CONTROL MEASURES SHALL BE EMPLOYED TO M N M ZE TURB D TY Of SURfACE WATERS LOCATED DOWNSTREAM OF ANY CONSTRUCT ON ACTIVITY WH LE THE VAR OUS MEASURES REQUIRED W LL BE S TE SPEC F C THEY SHALL BE EMPLOYED AS NEEDED N ACCORDANCE W TH THE fOLLOWING A N GENERAL EROSION SHALL BE CONTROLLED AT THE FURTHEST PRACT CAL UPSTREAM LOCA TON B STORMWA TER NLETS SHALL BE PROTECTED OUR NG CONSTRUCTION AS SHOWN N F GURES 3 AND 4 PROTECTION MEASURES SHALL BE EMPLOYED AS SOON AS PRACTICAL DURING THE VAR OUS STAGES OF NLET CONSTRUCT ON S LT BARRIERS SHALL REM A N N PLACE UNT L SODD NG AROUND INLETS S COMPLETE TESTING SCHEDULE GU1DE*** TEST TEST IDENTIFICATION Embankment Max mum Dens ty Opt mum Mo sture Fed Dens ty AASHTO T180 ASTM 01556 AASHTO T191 T204 T238 ASTM 01556 D2937 D2922 Under Roadways and Structures AASHTO T180 ASTM 01557 AASHTO T191 T204 T238 ASTM 01556 D2937 D2922 Ut I ty Trench Backf II Max mum Dens ty Opt mum Mo stu e Fed Dens ty AASHTO T180 ASTM 01557 AASHTO T191 T204 T238 ASTM 01556 D2937 D2922 Subgrade Max mum Dens ty Opt mum Mo stu e F eld Dens ty and Th ckness AASHTO T180 ASTM 01557 AASHTO T191 T238 ASTM D1556 D2922 Base Max mum Dens ty Opt mum Mo stu e Th ckness Fed Densty Gradat on Atterbe 9 L m ts AASH TO T180 ASTM D1557 AASHTO T191 T238 ASTM 01556 D2922 AASHTO T27 T28 T90 ASTM C136 D423 D424 Sol Cement Base (to be used M x Des gn Max mum Dens ty Opt mum Mo stu e Comp ess ve St ength Spec mens Test Cores Fed Dens ty and Th ekness SECTION 2 PROTECTION OF SURF ACE WATER QUAL TY DURING AND AFTER CONSTRUCT ON 24 HEAVY CONSTRUCTION EQUIPMENT PARK NG AND MA NTENANCE AREAS SHALL BE DES GNED TO PREVENT 0 L GREASE AND LUBR CANTS FROM ENTERING S TE DRAINAGE FEATURES NCLUDING STORMWA TER COLLECT ON AND TREATMENT SYSTEMS CONTRACTORS SHALL PROVIDE BROAD 0 KES HAY BALES OR S LT SCREENS AROUND AND SED MENT SUMPS W TH N SUCH AREAS AS REQUIRED TO CONTAIN SPILLS OF OIL GREASE OR LUBRICANTS CONTRACTORS SHALL HAVE AVAILABLE AND SHALL USE ABSORBENT FLTER PADS TO CLEAN UP SP LLS AS SOON AS POSS BLE AFTER OCCURRENCE 2 5 S L T BARR ERS ANY S L T WHICH ACCUMULATES BEHIND THE BARR ERS AND ANY f LL USED TO ANCHOR THE BARR ERS SHALL BE REMOVED PROMPTLY AFTER THE END OF THE MA NTENANCE PER 00 SPEC FlED FOR THE BARR ERS 26 WHERE REQUIRED TO PREVENT EROS ON FROM SHEET FLOW ACROSS BARE GROUND FROM ENTER NG A lAKE OR SWALE A TEMPORARY SED MENT SUMP SHALL BE CONSTRUCTED AS SHOWN N F GURE 6 THE TEMPORARY SED MENT SUMP SHALL REMAIN IN PLACE UNT L VEGETATION S ESTABLSHED ON THE GROUND DRA1NNG TO THE SUMP SECTION 3 CONTROL OF WND EROSION 3 W NO EROS ON SHALL BE CONTROLLED BY EMPLOY NG THE fOLLOWING METHODS AS NECESSARY AND APPROPR ATE A BARE EARTH AREAS SHAL BE WATERED DUR NG CONSTRUCT ON AS NECESSARY TO MINIM ZE THE TRANSPORT OF FUGIT VE DUST T MAYBE NECESSARY TO L M T CONSTRUCT ON VEHICLE SPEED F BARE EARTH HAS NOT BEEN EFFECT VEL Y WATERED N NO CASE SHALL FUG TIVE DUST BE ALLOWED TO LEAVE THE SITE UNDER CONSTRUCT ON B AS SOON AS PRACTICAL AFTER COMPLETION OF CONSTRUCT ON BARE EARTH AREAS SHALL BE VEGETATED CAT ANY T ME BOTH DURING AND AFTER SITE CONSTRUCTION THAT WATERING AND/OR VEGETATON ARE NOT EFFECTIVE N CON TROLL NG WIND EROS ON AND/OR TRANSPORT OF FUG TIVE DUST OTHER METHODS AS ARE NECESSARY FOR SUCH CONTROL SHALL BE EMPLOYED THESE METHODS MAY NCLUDE ERECT ON OF DUST CONTROL FENCES IF REDU RED DUST CONTROL FENCES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE DETA L FOR A S L T FENCE SHOWN N F GURE 2 EXCEPT THE MIN MUM HE GHT SHALL BE 4 FEET GENERAL ALL EROSION AND S L TA TION CONTROL METHODS SHALL BE IMPLEMENTED PR OR TO THE START OF CONSTRUCT ON DURING CONSTRUCT ON DENUDED AREAS SHALL BE COVERED BY MULCHES SUCH AS STRAW HAY AND F L TER F ABR C ALL STORM SEWER NLETS N THE VlC N TY OF THE PROJECT SHALL BE PROTECTED BY SED MENT TRAPS OR HAY BALES THESE SHALL BE MAINTAINED AND MODIFIED DURING THE CONSTRUCT ON PROCESS TO M N M ZE DOWNSTREAM S LT A TlON WHEN CONSTRUCT ON S COMPLETED DETENT ON AREAS WILL BE RESHAPED CLEANED OF S LT MUD AND DEBR SAND RE SODOED TO PROPERLY DETA N THE NTENDED STORM OUANT T ES 2 PROTECT ON ANO STABIL ZATION OF ON SITE SOIL STOCKPILES F LL MATERIAL STOCKP LES SHALL BE PROTECTED AT ALL T MES BY ON S TE DRA NAGE CONTROLS WH CH PREVENT EROS ON OF THE STOCKPILED MATER AL CONTROL OF DUST FROM SUCH STOCKP LES MAYBE REQUIRED DEPEND NG UPON THE R LOCATION AND THE EXPECTED LENGTH OF TIME THE STOCKP OLES WILL BE PRESENT N NO CASE SHALL ANY UNSTOCKP LES MATER AL REMAIN MORE THAN TH RTY (30) CALENDAR DAYS AFTER SUBSTANT AL PROJECT COMPLET ON PROTECTION OF EX ST NG STORM SEWER SYSTEMS OUR NG CONSTRUCT ON ALL STORM SEWER NLETS N THE V C N TY OF THE PROJECT SHALL BE PROTECTED BY SED MENT TRAPS SUCH AS SECURED HAY BALES SOD STONE ETe WH CH SHALL BE MA NTAINED AND MOD flED AS REQUIRED BY CONSTRUCT ON PROGRESS AND WH CH MUST BE APPROVED BY THE ENG NEER BEFORE NST ALLA TON SED MENT BAS NS AND TRAPS SED MENT TRAPP NG MEASURES PER METER BERMS SED MENT BARR ERS VEGETAT VE BUFFERS AND OTHER MEASURES INTENDED TO TRAP SED MENT AND/OR PREVENT THE TRANSPORT OF SED MENT ONTO ADJACENT PROPERTIES OR NTO EXIST NG BOD ES OF MUST BE NSTALLED CONSTRUCTED OR N THE CASE OF VEGETATVE BUFFERS PROTECTED FROM D STURBANCE AS A FIRST STEP IN THE LAND AL TERA T ON PROCESS SUCH SYSTEMS SHALL BE FULLY OPERA T VE BEFORE ANY OTHER 0 STURBANCE OF THE S TE BEG NS EARTHEN STRUCTURES NClOD NG BUT ~ OT L M TED TO BERMS EARTH FL TERS DAMS OR D KES SHALL BE STAB ZED AND PROTECTED FROM ORA NAGE DAMAGE OR EROSON WTHIN )NE WEEK OF NSTALLATON ALL SWALES D TCHES AND CHANNELS CHANNELS LEAD G FROM THE S TE SHALL BE SODDED WITH ARGENTINE BAHIA WITHIN THREE (3) DAYS OF EXCAVATON THE CONSTRUCT ON OF UNDERGROUND UT L TY CONSTRUCT ON UNDERGROUND UT L TY L NES AND OTHER STRUCTURES SHALL BE DONE N ACCORDANCE WITH THE fOLLOWING STANDARDS 3 4 5 6 A NO MORE THAN 500 L NEAR FEET OF TRENCH SHALL BE OPEN AT ANY ONE TIME B WHEREVER CONS STENT WITH SAFETY AND SPACE CONS DERA TON EXCA VA TED MATER AL SHALL BE CAST TO THE UPHILL S DE OF TRENCHES TRENCH MATERIAL SHALL NOT BE CAST NTO OR ONTO THE SLOPE OF ANY STREAM CHANNEL ROAD D TCH OR WATERWAY 7 ALL EROS ON AND S L T A TlON CONTROL DEVICES SHALL BE MA NTENANCE CHECKED REGULARLY ESPEC ALLY AFTER EACH RA NF ALL AND WILL BE CLEANED OUT AND/OR REPARED AS REOURED TEST REQUIREMENT N/A 95% of Max mum Dens ty N/A 95% of Max mum Dens ty N/A 95% of Max mum Dens ty N/A Compacted to 98% of Max mum Dens ty N A LBR 100 Compacted to 98% of Max mum Dens ty (100% fo C ushed Cone ete) Per FDOT Standard Spec f cat on Sect on 204 f separat on between Po tland Cement Assoc AASHTO T134 (standa d) Portland Cement Assoc Spec f cat ons Portland Cement Assoc Spec f cat ons AASHTO T192 T238 ASTM D1558 D2922 Asphalt c Concrete Mate als Qual ty B tumen Content Gradot on AASHTO T164 ASTM 02172 ASTM 02950 81 AASHTO T96 77 ASTM C131 81 N/A F eld Dens ty Los Angeles Ab as on Th ckness NOTE S SHWT & bottom of base s <1 5 ) Spec feat ons Pe Spee feat ons N/A 300 PS at 7 days Type Da y** Set of Comp ess ve** 95% of Max mum Dens ty Per Spec f cat ons 95% of Lab Dens ty Per Spec f cot ons Per Spec feat ons KHA w NOT be espons b e fo schedu ng coo d not on 0 evo uot on of he so 5 es n9 and ce t co ons sha be the so e espons b y 0 the owne Ide e ope o make the necessa y 0 ongements d ect y w t the so s test n9 abo ato yond the s te cont octo Cant octo sho no po e 0 e so cemen bose unt 0 30 doy cu ng me hos e opsed .. Max mum st ength m ts as estab shed by so s test n9 company sha not be exceeded * Shou d any of the nfo mat on p OV ded he en conti ct w th e the the ecommendot ons 0 the Geotechn co Eng nee ond/o the Geotechn co Repa t then he ofo ement oned ecommenda ons supe cede th s Tes ng Schedue Gu de (,) ~ r "," ~ ~.J OC ~i -~ ~ ~ ~~ -~ ~ ~ (!)~ TEST FREQUENCY Per So Type One per 2500 S F Ho zontol y Alte not ng L fts (12 ) Per So Type One pe 2500 SF Ho zontolly* every 2 vert co y D2922 At east one fo eac p pe un Pe So Type Every 2 Vert cally One per 2500 SF Hor zonto ly One pe 2500 SF Hor zonto y One pe sou ce One pe so type One per so type da y One set of 3 pe so One set of 3 cores pe Strength spec mens One pe 2500 SF Ho zonta y One pe day One pe 2500 S F Hor zontal y One per sou ce One pe 2500 S F o Lt ~ .\OiiJli!!$! ""~ ~ ~~ J UJ ~ .....J <:C :z ..-. (!) - 0:: o .. 0> (") 00 C\I 00 (") 0> R C\I t::. . 00 00 <0 "<t (") -l U. CI) CD z a: n. CI) z o n. a: ~ . Cl a: UJ ~ ::5 I- CI) <t: UJ o -l o C\I I'-- C\I o ~ '< tX o o ~ a w CG I '< IX o ~ j; > '< ~ V) ~ Z ~ V) ~ ~ lj o z ~ /'J Z :;) ~ ~ .... :J: ~ '< ~ ~ lOOO"t MO\M M 00 M NJn"t :i:!:::i:!:::i:!:: ~5~ M '<t " LC)-M ..... "<t " '" :i:!:: I-:l 'r:t:: Z> -o'<t O\M MM ~i >- u ~ V) ~ cY) cY) -8 L o u: - .. L ~ i !i NG . 0\ ~ ~~ ~~ I' 5 U) ~ as ~J coo. ~~ ~cf "0 NN ". u.i tX u.. o ~ ~ Q. W ~ ~ '< V) ~ '< ~ W U) W j; ~ to \0 I'-. -OM aM o a. La ~:E -'=L uo -- c.\)lL ~... .L \I)~ .... Si ~L S - \.) DA TE. December 21. 2004 REVISIONS V") c.) ::>> C'I .:r. 1 ~ .a. C.1 w << to-. LO 00 '<t tfC\l~~~ N LO '<t :tt:ttll:: ~li~~~ M (Y):!r--. ,J: LO '<t (Y) I ~ ..... LO r--. ...., 00.......0 << Ill:: ll:: ll:: < I-I-:>"C ~ Z > U) . ~ ..0 '<t ~ W .., 0\ (Y) !....~(Y)(Y) .zll::ii o"C>-~ ui ex: <J) ~ V) ti. ~ o ff -1 ~ << < ; t- ;:) ~ o w ~ < g o ~ a w ca i ~ ~ ~ Qt~ ~ j o .. \1 ex) a. ~ $i ~I ~ra 1> V) ~ ~ V) ~ a e ~ ~ ~ ;:) ~ w ~ ... o << '< m (I 1'.00 EXISTING TREE LEGEND * -MELAI.EUCA TREE O-OAKTREE ~ -PALM TREE o -PINE TREE . -SEA GRAPE TREE ~ -8HR1JBS f< ~ eJEJ ~ ~~ ~ E5 E5 f< hh ..... hd h h h ~ ~~ ~ ~~ ~ ~ ~ ~ d d d d-; d d d d IX-X-X-x-x-x-x-x-x-x-x-x-x-x-x-x-x-x-~-x-x-x_x_x_x_x_x-x-x-x-x-- >< ~ ~ e e ~ ~ e ~ e ~ ~ eo:' SW58"2"_'94'-"" ~ ~ e Q) ~ e ~ ~ e ~ ~ - - *- IX! _ _ ._~ _~. ~ ~I /1 >< II ~ ~ ~ ></ ~ ~l II >< ] II ><, I ~ ~ ~ ~ I, >< ] II >< I' >< ~ I, >< I, b ... FACE OF CURSOR OEDGE OF PAVEMENT NTERNATIONAL SYMBOl OF ACCESS (SEE NOTE 5) I it g h !v ... UE BACKGROUND PARJONG BY DlSA8l.ED PERMIT C>>I. V Vla.AlOAS lMLL BE f'INED$256 SEE DETAILS BELOW o o I, 3"T05"SQI.ME .1 MANDATORY WHITE ON BLUE BACKGROUND ~ \0 (f>,,=: "" ""::0=_ 1/ 1[" ~...""'::::~ /I r-j,,",,'":) 1/ J ./" ' , J II r\, ,'.,,' 'I... J..J " 'I ~=:::~ ',,:. -"" ...;' I ----:..:; 318" HOLES WI HOLES DRILLED ON 1" CENTERS FULL LENGTH METAL POST. ATTACH W/5/1r x 2.1/4" BOLTS. (TOP & BOTTOM OF SIGN) , \0, - ~~##~, \0' \0 \0 \0 \0 ~ lJ) -. SIDEWAlK RAMPS TO HAVE DETECTABlE WARNINGS PER FOOT STANDARD INDEX 304. see FLORIDA ACCESSIBILITY CODE FOR BUILDING CONSTRUCTION, LATEST EDITION. N ~ 7 /' c,"> NOTES: 1. METAL POST TO BE GALVANIZED, ALL SOL 18, NUTS, WASHERS AND SCREWS MUST BE RUSTPROOF. 2. CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. 3. SfGN8 WIlL BE FABRICATED BY USING REFLECTIVE COATING IN THE SYMBOL, MESSAGE AND BORDER APPLIED TO ASHEET OF ALUMINUM BACKING (.080) IN. THICKNESS. 4. MESSAGE LETTERING SHIALL BE UPPER CASE (8I.ACI<)(SERIES C) 18 HIGH IN ACCORDANCE WITH MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. EXCEPT AS NOTED ON SHEET 2 OF 2. 5. THE SYMBOL IS COMPOSED OF 'TWO ELEMENtS, A \l\lH1TE \l\lHEELCHAIR FIGURE (WHICH SHOULD ALWAYS FACE RIGHl) ON A SQUARE BACKROUND. INTERNATIONAl BLUE IN COLOR (FED. STD. 59!51, COLOR'1518O). 8. SIGN POSTSHAU. BE MIN. r.q'CLEAR fROM BACK OF CURB. 7. THE USE OF PROPERLY LOCATED BOLLARDS IN ACCESSIBLE PARKING SPACES ARE ACCEPTABLE SUBSTITUTES FOR REGUlAR BUMPER GAURDS. 8. MINIMUM NUMBER OF ACCESSIBLE PARKING SPACES SHALL BE PER ADA STANDARDS FOR ACCESSI8I..E DESIGN 4.1.2 (5). 9. ONE OF EIGHT ACCESSIBLE PARKING SPACES, BUT JirLWAYS AT LEAST ONE, MUST BE VANooACCESSIBLE. 10. MINIMUM 98-INCH .HIGH CLEARANCE AT VAN PARKING SPACE. ACCESS AISLE, AND ON VEHICULAR ROUTE TO AND FROM VAN SPACE. 11. THE ACCESS AISLE. LOCATED BESIDES THE VAN PARKING SPACE. SHALL BE LEVEL (MAX. SLoPE 1:50 IN ALL DIRECTIONS). ~ 5. SIDEWALK 5' SIDEWALK "~:D!...'~:..'~,~;"~.:",.:."",,,.:,,.," : '., ) .'....;: .,,: '. ,"'~. . ';". . ,'.\ .... ETA&.. POST ( ASTM A-t80 GRADE 8) STEEL WI ASTM A-t23 FINISH HC SIGN ... '.... r 2" .:.:.:".:':.: ~ :-:.>>:.:::- m .:::-~ 11.2' .\ , \\ , II ,\() II 011 II 1/ ~ II "I- II 1/ 011 II ~ , II ~ II \0 II 011 II II 11 II II ~ II \0 II II II II II II II II II II II II II II II II "CONC.IDlIlWALK 0\ an ...... ('t) CW) .a .C ..2 u.. 1$0' ~ ... !l N f:l r \l\lH1TE CHEVRONS EQUALLY SPACED PER AStLE L." i !j N\.) V 0\ "! 0:8 ""':- ~.! ...... .5 V) SINGLE STORY BUILDING 9,140 SQ. Fr. F.F. EL=7S.SO' ~ ... 1..00 12'.00 12'.v CONCRETE FOOTING f:l 10 lie: { o ~ m w o C<RlC, SIDIlWALK // // // // // (I II II rI JI I' I' " II II II II II II II II II II II II ~ o o CONe. SIl)BWALK 5'x:/A'1ANDIICAPBII1!I) 5' x 25.117' IANDIICAPBIII!D S' x W1ANDllCAPBII1!I) 5'CONC.~ S' CONC.IDlIlWALK 5'CONC. IIIIlBWALK == == = == == == = ~~ - 9' .()" TYP. 6. 6. V; ,- 19'-4" ./ . . ~6" DIA. STEEL/ flJ REBAR TYPICAl BOLlARDS CONC. FILLED (TYP) ;".." ;.:~/~:~;~ 7.~~i~'::' "..~', '-~ ..' ~ ~ .. ASPHALT DRIVE ~~~~~~: TOP COURSE "l1' BLOCK POURED saUD ~~ - 9' .()'t TYP. I I I S ARE TO BE IN T AllED, THE lEO. COMPLETED. \lINO IN SERVI E STRUCTION AS Pf~ NFPA 241 ~ ~ ~ ~ .::,. ~.;::-..:: . . :r 11) ..- 5" CONCRETE SLAB . W/6X610110'NNM ON COMPACT FILL ~ . . @ . 2S'.(J' 11" :f' GALVINIZED POLE ~ 6" HALF ROUND TRIM ~ = STUCCO TO MATCH BUIlDING FINISH 8" BlOCK WALl WI 15 flJ REBARS VERTICAL 0 2-8" O.C. &.CORNeRS FILL CEllS WI CONCRETE 8" THICKENED SlAB WI 1\15 flJ REBAR CONT. = = = = = = = = = = = = = = = = = . ~~ .... 10 '-0 " ""O(Y) CJ(Y) o Ci. L.CJ ~:2 -CL- uo -- ~u.. en... .L V)aJ +- ......a O~ VL a aJ - \J @ . 8X8X16 CMU WAlL . PVC LINED DRfLLED HOLE FOR LOCKING CLOSED AND OPEN . ASPHALT DRIVE ~ ~ ... ~..::;..-======= 1- I; II /I " II II " " " II II " ---1 :: 11 " II ------ 9'..()" TYP. ~. b>~ .... @ 47Jl / 1'.()" ~ ---~L----------- - - / / 5>/ MONUNllNf SIGN AREA TABULATIONS AREA so. FT. ACRES PERCENT PROPOSED BUILDINGS 9.140 .209 16.32 % F.A,R. (,551 ASPHALT I VUA 18,852 .433 33.67 % CONCRETE AREAS 5,215 .119 9.31 % TOTAL IMPERVIOUS AREA 33.207 ,762 59,31 % f.S.R. 1.95! TOTAL GREEN SPACE 22,782 .523 40.70 % TOT AL SITE AREA 55,989 1.284 100 % u.i ti. lL o ~ m & f w j! w << < V) ! DATE: t:4 December 2t 2004 '$ REVISIONS: ~ April 22. 2005 .Q w May 5. 2005 V) w ~ ~ ~ ~ < I u.i d. 8 N . t? in .... / - -= - =- - - - -N89!5j ~ _ -191:-cr -- -- - -- --- EXISTING CONe. SIDEWALK ------------------------------------------------------------------------------- .P. --------------- ------------------------------------------------------------------- ------------------------------------------------------------------- ----------------- -------------------- GENERAL NOTES: ALL ELEVATIONS ARE REFERRED TO MEAN SEA DATUM OF THE N.A.V.D. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES PRIOR TO CONNECTION IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, INCLUDING "SUNSHINE", 1-800-432-4nO. THE CONTRACTOR SHALL REPLACE ALL PAVING, STABILIZED EARTH, DRIVEWAYS, SIDEWALKS, ETC. WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING CONSTRUCTION, OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY ON ANY CONFLICTS ARISING DURING THE CONSTRUCTION OF ANY IMPROVEMENTS SHOWN ON THESE DRAVVlNGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FIELD INFORMATION TO THE ENGINEER FOR THE PREPARATION OF AS-BUIL T DRAVVlNGS AS REQUIRED BY APPLICABLE GOVERNING AGENCIES OR THE OWNER. ALL DEMOLITION DEBRIS SHALL BE REMOVED FROM THE SITE & LEGAllY DISPOSED OF. BELCHER ROAD CeR_ 501 (RIGHT-OF-WAY WIDTH VARIES) a.n c:::::J c:::::J C"'oI --------------------------------~------------------------------------------------------------------------------ ----~---------------------------------------------------------------------------------------------------------- W ::'-l ~ :::t: \C"ODUSH '. 8j\~SOCIATES, INC. ,. .."."'..'( MlIENGIN((RING '" LAND PlANNING (Ea 2659) --I NOR~H ~ - (.!) - 0:: o 60 l"" I 1"= 20' 272 Old East Lake Rd. Tarpon Springs, FL 34688 Ph (727) 938,2839, Fox (727) 934,0994 Pv @ 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1-800-432-4770 C.2 NOT VALID UNLESS SIGNED & SEALED BY: GERALD p, GOUUSH FLORIDA PROfESSIONAL ENGINEER No. 21340 o 1 5 30 I I I GRAPHIC SCALE ~ I- e1es ~ es~ ~ es es es I- I- .- I-d.- I- I- l- V) V) V) V) V) V) V) V) ::::> ::::> ::::>::::> ~::::> ::::>::::> ::::> -.J -.J -.J -.J . -.J -.J -.J -.J WW W W"'" W W W w r~-~-X-X7X~X-X~X-X~X~X-X-X-X-X-X-~-~-K-X-X-X~X-X7X~X-X-~-X-X-X- X: ~ "t ~ "t Ii) ~ "t ~ 0') "t " Cl..J C;) co "t If) C;) ~ C;)::l I ~ w e ~~ w ~ ~co S8905ff17' 194'-11" -. -.6& i ~ ~ -. Cl..J ~~'" r - - :oiIi' - ..... - - ...". - '" - "'-'lj1 x- -:: - - . - . 0 ~ '" 0" It X x~ \0 :>.::1 __ ~~~~" ~ I II \0 " \0 \OlR \0 \0 tt1lt X: X If) ] MA~r'L x~ --- ~ II 11 ~ ~ X:I ~ ~I II :>.:: I X: I X: II 1 I ~ ! ~ :>.:: ~ II X: ] II X: I' ~ 11 X:I ~ ~ 11 X: I X: I :>.:: II ,,~ ---~J.--------~-~--- ___~~1________~_=_ ~~-~~~ EXlSTINGCONC. SIDEWALK rr"",,,,,_ ~ ==7[. - - ---' 1/ (I, ~--==,=- II , 7 ,-"'"j II I.", ,,', ,'J II 1"\' '. ',,/ /b, L.J' I :::::::::::::::,#--..:._"~_'~f 7 /' ,,"I .. :..,.~. .~'., . -.: . . . . " CONe, SIDIlWAIX -~~ '" ~ ~ I \\ " \I I \0 II 011 II II " II "t II II 011 II ~ I II , II I \Q II 0:: \I II \I II " II \0 II 10 II II ~ II I II II II II II II II II II \I II II ~ .h" // // II ;/ ;1 II II tI II 1/ II II " II II II II II II \I II II II II ~ X" ,- X~ ~ X ~ x" l'l '" '" x" ~ ;!x "! x;! X ~ ill t ~ SINGLE STORY BUlLDlNG 9,140 SQ. Fr. F.F. EL=75.SO' t ~ X 8 Xl!.' l'l X ~ ill ~ SlDIlWAUt ~ o o , x~ l: i w " \Q o CONC.lIIDIlWAUt = 14.45 X Jill == = = = = = = / b. ;?</ .. l!! Xi1 / / ;~.~::.~:~:::: ~:~:~ \.~ ~'. ~~~~~~: ~ Q 'I! ~ ~X .PID -- ? ~4,30 -- -- A T DRIVE X '" ~ ?- r 8 xV! 14.60 -- ! X" ~ ~ ? @ ~ I I I I II \\ -:- ~ ~ ~ ""- -"::..::::-.::: \ ~ X~ Ir 1 · ?I @ x = = = = = = = = = = '" o .. X" '" "x X i\ ;! -- ASPHALT DRIVE ...-- ~~-======== 1/ I; II /I " II II " II " " I \I II ---1 :: II " " ------ 'mID- X '~ --- ~-- '" It' X X;t l!! 1 0 ~r X , , , " Ao ~ ~ / / / / / / / / "'" X X~ @ r .x :tl .. .66 ~ ;;;;..'6."- _ ------------------------------------------------------------------------------- PJ>. ------------------------------------------------------------------- ------------- ----------------- ------------------------------------------------------------------- ------------- -------------------- BELCHER ROAD C.R. 501 (RIGHT-OF-WAY WIDTH VARIES) --------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------- EXISTING TREE LEGEND * -MEJ.ALEUCA TREE O-a4KTREE ~ ..pALM TREE o -PINE TREE . ..sEA GRAPE TREE :$ ..sHRUBS EROSION AND SEDIMENT CONTROL: ALL PRACTICABLE AND NECESSARY MEASURES SHALL BE TAKEN BY THE CONTRACTOR DURING ALL PHASES OF CONSTRUCTION TO CONTROL AND PREVENT EROSION AND TRANSPORT OF SEDIMENT TO SURFACE DRAINS, SURFACE WATERS OR ONTO ADJACENT PUBLIC OR PRIVATE PROPERTY. RE-VEGIT A TION AND OR STABILIZATION OF DISTURBED GROUND SURFACES SHALL BE ACCOMPLISHED AS RAPIDLY AS POSSIBLE TO PREVENT EROSION FROM OCCURRING AND REDUCE THE SEDIMENT LOAD IN THE DISCHARGED WATER. AS A MINIMUM, THE EROSION AND SEDIMENTATION CONTROLS SHALL CONSIST OF, BUT NOT BE LIMITED TO: 1. ON-SITE GRADING TO ROUTE ALL PRACTICABLE STORMWATER RUN-OFF THROUGH THE DESIGNATED DRAINAGE SYSTEM. 2. TEMPORARY CONTROLS SHALL BE PLACED ALONG THE PERIMETER OF THE CONSTRUCTION AREA TO BLOCK THE FLOW OF RUN-OFF. (I.E. HAY BALES, SILT FENCES, SODDED BERMS, ECT.) 3. HAY BALES SHALL BE INSTALLED AROUND STORM SEVVER INLETS IN THE VICINITY OF THE SITE PRIOR TO, AND REMOVED FOLLOVVlNG, ALL PAVING OR GRADING ACTIVITIES. 4. THE CONTRACTOR SHALL KEEP ROADS CONTIGUOUS TO THE PROJECT CLEAN AND FREE OF DIRT AND DEBRIS. THE TIRES ON ALL CONSTRUCTION EQUIPMENT SHALL BE WASHED PRIOR TO LEAVING THE SITE (DAILY IF NECESSARY). IN ADDITION, THE ROADWAY PAVEMENT SHALL BE SVVEPT VVHEN NECESSARY. TYPICAL PAVEMENT SECTION THRU PARKING AREA N.T.S. ANGLE FIRST STAKE TOWARD PREVIOUSLY lAID BALE / 'Z'x'Z' STAKES 1 112' TO 2' IN GROUND 4- VERT. FACE GENERAL NOTES: ALL ELEVATIONS ARE REFERRED TO MEAN SEA DATUM OF THE N.A.V.D. LOCATIONS, ELEVATIONS AND DIMEMSIONS OF EXISTING UTIUTIES, STRUCTURES AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. THE CONTRACTOR SHALl VERIFY THE LOCATIONS, ELEVATIONS, AND DIMEMSIONS OF ALL EX'STING UTILITIES, STRUCTURES AND OTHER FEATURES AFFECTING HIS WORK PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES PRIOR TO CONNECTION IN ORDER TO PERMIT THE lOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION, INCLUDtNG "SUNSHINE", 1-800-432-4770. THE CONTRACTOR stiAU. REPLACE ALL PAVING, STABIlIZED EARTH, DRIVEWAYS, SIDEWALKS, ETC. WITH THE SAME TYPE OF MATERIAl THAT WAS REMOVED DURING CONSTRUCTION, OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL CONTACT THE ENGINEER'S OFFICE IMMEDIATELY ON ANY CONFLICTS ARISING DURING THE CONSTRUCTION OF ~Y IMPROVEMENTS SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL FIELD INFORMATION TO THE ENGINEER FOR THE PREPARATION OF AS-BUILT DRAWINGS AS REQUIRED BY APPLICABLE GOVERNING AGENCIES OR THE OWNER. POST OPTIONS WOOD 2 112"CZJ MIN WOOD 2" X 4" OAK 1112" X 1112" STEEL 1.33 LBSIFT. MIN. OR 6'MAX. -I .... >6< w ~ ~&, :E fn ,.. 0::: -r- o (f)~l: 2 ~ - FILTER FABRIC SILT FENCE (IN CORFORMANCE WITH SEC. 985 FOOT SPEC. PRIOR TO CONSTRUCTION, A BUILDING PERMIT SHALl BE OBTAINED FOR ALl STRUCTURES THAT HAVE A FOOTER, REGARDLES OF SIZE, THROUGH PASCO COUNTY CENTRAL PERMITTING. INCLUDING BUT NOT LIMITED TO BUILDINGS, ACCESSORIES. AND RETAINING WALlS. ALL SODDED SLOPES OVER 4 TO 1 SHALL BE INSTAllED WITH SOD PEGS. FOOT INDEX 102 FOOT INDEX 102 TYPE III SILT FENCE NOTE: CONTRACTOR TO MAINTAIN SILT FENCE THROUGHOUT ALL DEMOLITION DEBRIS SHAL BE REMOVED FROM THE SITE & LEGAlLY DISPOSED OF. THE OWNERIOEVELOPER SHALL INSPECT AND REPAlRlRESTORE TO THE DESIGN CONDITION THE EXISTING PIPES ASSOCIATED WITH THE LAKE FACILITY. EROSION CONTROL' ALL CONSTRUCTION WITHIN A COUNTY MAINTAINED RIGHT OF WAY SHOULD BE 4 TO 1 OR LESS. SLOPES SHALL NOT BE ANY STEEPER THAN 3 TO 1. EROSION & SEDIMENT CONTROL: SILT FENCES ARE TO BE PLACED AT THE PERIMETER OF PROPERTY AND OTHER DISTURBED AREAS & ARE TO REMAIN IN PLACE THROUGHOUT CONSTRUCTION. THE CONTRACTOR IS TO PERFORM DAILY INSPECTIONS OF THESE DEVICES AND PROVIDE MAINTENANCE AS REQUIRED IN ORDER TO PROVIDE CONTINUOUS AND PROPER FUNCTIONING OF THESE SYSTEMS. SEE DETAILS - THIS SHEET. SEDIMENT CONTROL NOTE: PROVIDE FilTER FABRIC (MIRAFI140N OR EQUIVALENT) INSIDE PROPOSED & EXISTING GRATE INLETS TO PREVENT SEDIMENT FROM ENTERING THE STORM DRAIN SYSTEMS. MAINTAIN THROUGHOUT THE COURSE OF CONSTRUCTION. o i'lo '" ~.:'7~;;}.: k:f_,;,:.; ".,'t-"l'" ,_(:1 :::'\1 'GOD LI S H ~~SOCIATES, INC. CENGiNEfkn'IG & LAND PLANNING (E8 2659) 272 Old East lake Rd. Tarpon Springs. Fl 34688 Ph (727) 938,2839. FOl< (727) 934.0994 NOT VALID UNLESS SIGNED & SEALED BY: 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1-800-432-4770 o 1 5 30 I I ~ GRAPHIC SCALE 1"= GERALD p, MULISH FLORIDA PROFESSIONAL ENGINEER No. 21340 IJ"7 r::::;, C::l 1['..... :d ~ w << ..... LO CO o;t ~NmO\m imcom N LO o;t :t!: :t!: :t!: ~ u..~ (/) J: Z ;::t ::E 0 r- .... m:!" ...... LO o;t m ~lii~ ~ r-~<( I.jZ> ~ .~-oo;t WW-o~~ €I t 1'-. m o;t J5:t!::t!::t!: I:) <( >- I.j Wa:~::.!(/) ci. ~ ~ i ~ J- :) ~ o w ~ ~ g o w ~ a w C8 ~ ! w \I) w j! ~GIJ \I) ~ ~ \I) ~ ~ ~ << w o Z :) ~ ~ H ~ ~ < m tl W ci. lL o I w j! ~ ~ \I) ~ DATE: December 21. 2004 REVISIONS: ~ May 5. 2005 o w U) W j: 0\ ~ ~ ~ .a .i: o ii: i I ~j NU ~ ~ ~8 1'-0:.... ~~ ..... .S U) ~ --.J <(~ z< ~m o::~ Ow ci. 8 N . 60 " I 20' 1.0 ~ "- '"'CcY> acY> o a- La a>:2 ..r:.L uo -- a>tL en"" .L V) 6> ..... ....0 o~ VL a a> - u C.3 -i CD . .~ ~ g CX)Q. . ~ ~ So. ~~ "':0 NN ...... Cl( }:l 0c0c Oc Cl:::~ Cl( Cl::: Cl::: Cl::: ~}:l }:! ~d ~ ~ ~ ~ V) V) V) V) V) V) V) V) :;:) :;:) :;:):;:) iJJ:;:) :;:):;:) :;:) -J-J -J -J. -J d -J -J IXY-~-X -x ~ x ~x ~x~ x -x ::-x~ x -x -~W$'f2"x W4~ll"-X~-~ -x,-x -x -X~ x -x -:-x ~X -x -x: -x -x -x- x ~ "t ~ "t IS) ~ "t ~ 0) "t .. (\j c::> co "t!ll- c::> ~ c::> W w e we; "iF ~ $'" ~ ~ee----~-opq-iXf-M' --------- ~-- - -- .-- - -- ~ . -------~RI~EV,~P ~-~~~~~-- II ~Yk .. ~&~~" S INY, = 70.74 \() I 17 f;--, :;;'~,' "",= X ,A~W \() ~~~~ NW INY. = 71.62 II I j '". I II \J) ~ ~ \J) .. I t r= ';, '; XI STORM WATER ~ 1&.",..,.",;' -:d -~ _ J MANAGEMENT AREA I 1 I' ~ I' ~~ / X / I ,,"., X 5'CClNC.lIlClIEVWX / I ~~ ~ - \ ~~ ~I \ /1; 0:: \ 1 ~ :: "t II II I \ / 0 :: xl lJIl II I, ~ S1NGL;,~=, ~~LDlNG \ / ~ I I ~ :: x F.F. EL-75.5O' \ / 0 :t I 18,11 RCP X '.i ~ II X LINES TO BE f'-\ 1 ~ : I RELCX:AtsD I 0 ii x, II " lJI I :: II ~ __ 0 0 0 __ 0 :: ~ ~H~E ~: :: ~ ===== ======= . II ~ <9 ~ ~ ~~ 6. 0. @ ~ , j ~o ~ ~ co I, ~ WI X \J) ] II x I' ~ XI I > ---~L-~-~ ~~-======== l' I; If /l II II II II II os II 11 I II II 1 · :: __ __~_ 1: ASPtDRIVE ~~~~ij~: 1'/1' @ ~ = = = = = = = = = II = = = = ;= = = = = :'fiSfi : ASPHALT DRIVE ... '0) o @ filii 1'/1', as os os . os os os as o / II II / / / / / + __ _________~~.~-~9~~w - - -- EXISTING CONe. SIDEWAlK p,p, BELCHER ROAD C.R. 501 (RIGHT-OF-WAY WIDTH VARIES) Cleanout Plug ~ L'" 95nr' .1 t22f///// <221 -r- Ir== :7: ==i .~.. z. Concrete Pad if" Thick x 1'-6" Sq. 6" or 8"-118 Bend Plug (See Note) ~ ('f) fr' 131J2" Sewer Main CLEANOUT DETAIL CLEANOUT PLUG DETAIL N.T.S. NOTE: Cfeanout plug to be u.s. Foundry 7621 or equal. N.T.S. o o Top View Approved Backtow Prevention Device * Water Meter Connection / Ford Regulator / Adaptor Ford Angle Valve (Typ.) ~ JI Flow .. EXISTING TREE LEGEND -MELALEUCA TREE *-oAKTREE o -PALM TREE '*' -PINE TREE o -sEA GRAPE TREE . -sHRUBS .Iii -8 ius 12" ~ TYPICAL SINGLE DEVICE 3/4" and 1" MODELS NOTE: Device must be installed leveL * APPROVED R.P. DEVICES Heney-Beeco Model FRP II Watts Model 909 or 009 Contnco GOO · APPROVEO DOUBlE-OECK VALVES "'IMY-8eeco ModII FCC Watts Model 11>> or WI Conbnlco 0110100 TYPICAL BACKFLOW METER SETS WITH PREVENTERS ,// // // 1/ II II II II tI l ,I ,I II II II II II II II II II II II II II ~ N.T.S. p/L I 15' WATER EASEMENT 2" pve POTABLE WA TER SERVICE TO I BUILDING 2" IRRIGATION I SERVICE ~--- --.1 2" GATE VALVE WITH BOX-I 2" REDUCED PRESSUR BACKFLOW PREVENTER 2" CAP 2" PVC 2" GATE VALVE WITH BOX ... 1" POTABLE METER I --+-- 1" REDUCED PRESSURE I BACKFLOW PREVENTER T 1" IRRIGATION METER 2" GATE VALVE WITH BOX 2"x2"x2" TEE u > a.. 6",2" REOUCER-! I 6" GATE VALVE WITH BOX~ 6",6",6" TEE ~ . N ... FIRE HYDRANT WITH VALVE 6" pve 6" GATE VALVE WITH BOX os u > a.. w . to D ET AI L N.lS, NOTES: 1. WATER MAINS TO BE ON NORTH or EAST SlOE OF R.O.W, APPROx. 4 FT. BACK OF CURB UNLESS OTHERWISE AUTHORIZED BY CllY ENGINEER. 2. SERVICE CONNECTIONS TO BE 2 FT. FROM SIDE LOT UNE ON EITHER SIDE OF LOT (SEE SHEET NO.3). THESE SERVICES TO BE CONSISTENT 'MTHlN THE SUBDIVISION. DRIVEWAYS SHALL NOT BE BUILT OVER METERS. 3. ALL LINES SHALL BE CHLORINATED and PRESSURE TESTED (TEST FOR ONE HOUR CD 150 P.S.I.) UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT. AFTER SUCCESSFUL COMPLET10N OF THE TESTING and CHLORINATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL llMES. 4. TEN FT. SEPARATION REQUIRED BETV\IEEN PARALLEL VVATER & SANITARY SEVIeR UNE8. 5. SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4" PVC MAINS. SADDLE IS REQUIRED FOR 2" SERVICE CONNECTIONS TO 6" and LARGER PVC MAINS. LARGEST SERVICE CONNECTION TO A 4" MAIN IS 1 1/Z' and lARGEST TO ANY MAIN is ZO. 6. MINIMUM DISTANCE BETWEEN SERVICE TAPS TO BE NOT LESS THAN 36". Threaded Corporation Stop MUEllER H15008 or approved equal (Tap at 450 Angle) /" Curb stop , MUELLER H14350 with Lock Wng and ~ Compression inlet or approved equal Saddle if Required See Note 5 Saddle shall have double stainless steel straps with epoxy coated ductile iron body. Water Service Tubing Driscoplpe 5100 or EndotIYardley Blue Jet, SDR 9, 3408 Polyethylene Water Main SERVICE CONNECTION DETAIL N.T,S. WATER DISTRIBUTION NOTES 1. THE CONTRACTOR OR SUBCONTRACTOR SHALL LAY WATER LINE AND SERVICES A MINIMUM OF 3'_0" FROM THE FINISHED GRADE TO THE TOP OF OF THE PIPE. 2. THE CONTRACTOR OR SUBCONTRACTOR SHAll EXTEND THE WATER SERVICE TO A POINT OF 3'-0" FOR THE OUTSIDE OF THE FOUNDATION WALL. A VALVE BOX SHALL BE INSTALLED AT THIS LOCATION. 3. WHERE WATER LINES CONFLICT WITH STORM AND SANITARY SEVVER, THE WATER LINES SHALL BE LOVVERED DURING CONSTRUCTION. 4. ALL TEES, CAPS, PLUGS, BENDS, FIRE HYDRANTS, VALVES, ETC., SHALL BE PROVIDED WITH THRUST BLOCKS 5. BACKFILL UNDER PAVEMENT SHALL BE APPROVED GRANULAR BACKFILL IN 6" LAYERS AND COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY A.A.S.H.T.O.-T-99 6. THE CONTRACTOR SHALL COORDINATE THE EXACT LOCATION OF THE WATER METERS 'MTH THE UTILITY OWNER. SANITARY NOTES: 1. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES. STRUCTURES AND FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE TIME OF THE PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. 2. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES PRIOR TO CONNECTION IN ORDER TO PERMIT THE LOCATION OF EXISTING UNDERGROUND UTILITIES IN ADVANCE OF CONSTRUCTION. 3. ALL SANITARY SEWER LINES SHALL HAVE A MINIMUM COVER OF 36" BELOW FINISHED GRADE AND SHALL BE LOCATED AS SHOWN IN THE DRAWINGS, UNLESS OTHERVVlSE DIRECTED BY THE ENGINEER. 4. ROOF DRAINS, FOUNDATION DRAINS AND OTHER CLEAN WATER CONNECTIONS TO THE SANlTARY SEWER SYSTEM ARE PROHIBITED. 5. ALL P.V.C. PIPE AND FITTINGS (4) INCHES AND LARGER SHALL BE EXTRA-STRENGTH UNPLASTICIZEO, MINIMUM OF SDR-35, TYPE PSM, CONFORMING TO THE REQUIREMENTS OF ASTM DES. 0-3034 AND SHAll BE FURNISHED VV1TH FACTORY APPLIED PLASTIC JOINT CONNECTIONS. 6. WATER AND WASTEWATER LINES INCLUDING SERVICES, SHALL HAVE A MINIMUM VERTICAL SEPARATION OF 18" SHALL BE MAINTAINED. WHERE IT IS POSSIBLE, THE SEVVER Will BE 20 FEET OF EITHER CIIDI PIPE OR 6 INCH THICK CONCRETE ENCASEMENT CENTERED AT THE POINT OF CROSSING. 7. THE CONTRACTOR SHALL BE RESPONSiBlE FOR FURNISHING ALL FIELD INFORMATION TO THE ENGINEER FOR THE PREPARATION OF AS-BUll T DRA\MNGS AS REQUIRED BY APPLICABLE GOVERNING AGENCIES OR THE ....J <:C :;z --- (!) -- a: o LM c:;:) c::::> c:-..& ,:J;) ,::;'\.} ~ ::E . GOULlSH ~~SOCIATES. INC. MltNGINE~~1NG <It LAND PlANNING 2659) 272 Old East Lake Rd, Tarpon Springs. FL 34688 Ph (727) 938,2839, Fax (727) 934,0994 NOT VALID UNLESS SIGNED &: SEALED BY: GERALD p, GooLlSH FLORIDA PROFESSIONAL ENGINEER No, 21340 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1-800-432-4770 o 1 5 30 j I 1 GRAPHIC SCALE 1 ":::: w << .... 11') 00 "'" ~NcY>O\cv) fcY>oocY> NI,()"," :t:t::t:t::t:t: ~..J\I)IZ u..~OI- cY> ::!; t-- 1,()","cY> ..... I,() t-- \,) 00.......0 << :t:I::t:I::t:t: < fl-I-]~ ~\JZ> ~ .~..o"," CoD W .., 0\ (Y') w t ~ (Y') (Y') <<.!:t:t:~~ c.D 0 '<( >- \J W<<<J)~\I) ti ~ ...l ~ i < 0\ ~ p) p) .a .i: o ii: L' ~ ~ I '+-- N\..) .... 0\ ~ ~8 ~~i.. '" '5 V) L- ] ----= CO ~1~] ~'-J ~ i ~ '" 0- "":0 NN "'.... 1> 1.0 ~ "- -Of\') CJ(Y) &. r...-8 ~.- ..s::r... uo -- ~u.. CO.... .La \1)6> +- Si Vr... ~ - ~ W ti u. o ~ ~ f w j!: ~ < U) ! DATE: December 21. 2004 REVISIONS: ~ May 5.2005 o tH w ~ uj at ~ ~ .... ~ CJ) . 0\ '" '<t CJ) W LO 0\ {Y) Wtre~~ tt. !t:tl::tl::tl: c.DCS<c;>.'-.) W<<\.D::><:IJ) ci. ~ o If ..J ~ i < z ~ i l- I EXISTING TREE LEGEND * -MELALEUG4 TREE o -OAK TREE * -PALM TREE o -PINE TREE . -SEA GRAPE TREE * -sHRUBS NOTE: . STAKE TO FIRST BRANCHES AS NECESSARY fOR FIRM SUPPORT o WIRE SHAll NOT TOUCH OR RUB ADJACENT TRUNKS OR BRANCHES CIGAR CUT PALM BUD AND FRONDS PALM FROND BOOTS TO REMAIN INTACT 0::: ~ V) CtCt Ct Ct:::) Ct C\:: Ct Q:: ~~ ~ ~d ~ ~ ~ ~ ~~ V) V) V) ~ ~ V) -.J-.J :::):::)':::) -.J -.J :::) -J -J -J -J l0 -J -J -J -J ~x~~-x-x~x~x~x~x-x~x~x-x-x-x-x-x-x-x-~-x-x-x~x-x-x-x-x-x-x-x-x-- ~ <iII~ ~ ~ ~ liJ ~ ~ ~ ~ ~ \ ,,/\ II AA ~ ~ (;0 ~.<i/IJ<< ~ ~ ~ ~'.iW _6_ ~~_ ~ ~ _ eex> S8n8'12":!:1SM'-11A :;" .::~ _ -e ~ -. ~ ~ ~~ '*' '*' '*' ~'*' *'*' ~'*' ~~ #T## ## ~~ ~# '*''*' ~# #* #:'/i{#If'*' ## #*~ #If#:'f #'*' ## ##:l:f;#:l:f;'*':l:f;*:l:f;# ~* * ~ rJ.~-^3.. I~ -Z - ( l'"(]~YO 0 I ~ 71/'1 ;.~ ~ \ ~ tr:::o,,-, ~I~ W~ ~ _ ~~#flr~i#\ '- · \0 J l II * \0" \0 \0 1___ 7 I 1/ ~I :* \0 r i.'1 rI f/ 7 --=- /k.:::o,,-,:::o w ~~~&ltmEA 1.1 ~ * ) I ** .'~;:' '1 ~ ~'::~;:'~>, <:! )) n::~\ . · ~< ,~-,~ \ ,J ~~I / .. as ' '~":as">."~,,!:,, as ~~ "X"~ ~~ '...... . ,..~.:,..,..;. ,.' _1........... (1' <fP .., 1\ 1\ 1\ S'CONC, S1IlaWJt 1\ 1\ f1 '- ~J~\ - I '~ ( ~~J ~v 00 I ~ t-Il_ O~Old 1"'\ o~ ". ( N ~,~ / ~ ',," 1* ::><; * ~II~ ogl ~~~ o 00.' ~ ~-" III ~ 0"0 lI~ ~ < g~~' I *" ~I ~ ~ ~~ ;! .... ~ .~C1l "~1 [ ~ o\~jJ ~ ~ t~~1 ~ tI ~r I ~ ~ :::~::::,;~ ).; ~ ~ ~:;~;;;: ~ ~ ~~5 i'] '\ o B~lQ' I) A ~ #~ o~e1Y~ 7 ~~ ## g il ~\ 'y ~~u:: ~ 11 I ~ ~ # I.J I ~~ ~ :": ~ ~ ~ ~ ~ ~ ~ ~ ~ ~~';~..~..:.. ~I ~~ _~(\,# # . ~ bL r~1~ ~ ~ ~~'" ~ @;:l,'{: :l:f; 00 'i'iJ l ~ m:: ~t '*' ~ ~ol (} \, \j ~ ~~~~~ o~ ~ ~ ~;;;';( ~ I ~ I '((,~LY ':,~;;X.i,.;;~; ASPHALT ORNE > 1 0001 . I: ~ ~ ~\ ~ as /~O~ h 6 7I"~o~ as A \.~ as i8~Q as I as :: ~~ ~~ ~ ~ <: .X.X' t;!QY.7f.jIlC\ox.x.r"Jp.4. l.X. ~.X.X.Xo .X.h. R. (/f,. . .x. ox,x. -:h,~ Ii ( -. . ~ t:\J. '(o,XoJ_){o ~'~ T 11 "Yl!l f{ ~ :4....~. -1 I \ ~...y:^ ....,~Y'l/~ '>;;.v .~.., .~. "C/ Ii _~ _ -..=__L__ ~___~.~;Y+a rv::{1+ ~. ~9'"C-.q____;.__+~f;f[" ~ ;>'q'_~' . ~// ______11 EXtSTINGCONC.SIDEWAL.K '- I /J ---------------""\. ------------------------------------------------------------------~~--------- ~/ \ =======:::==::======:=======:=========::::::::===:::=::::::===::: ===::::::::=:~~-~~~~-~~-~~~~~~~~- 2" D1A, TREATED TIMBER 5T AKES DRIVEN fiRMLY A MINIMUM OF 18" INTO THE SUBGRADE PRIOR TO BACKFILLING ::;: z ::> 0:: t- o:: <( UJ ....J (J OJ (3) 2" x 4" WOOD CLEAT (3) 2" X 4" WOOD BRACE (Wire to tree) 3" MULCH FORM SAUCER WITH l 3" CONTINUOUS RIM~, ~ z ::> 0:: t- .., " (3) 2" X 4" X 30" WOOD STAKE FINISH GRADE "'" "'<f'::.= _ --.:: 1,. ~- - -:::-- r-7-'~- 1:-- ",' . J T\ '",' L.J ' .,1 -=J)--- J --..._~ EXISTING SUBSOil PREPARED TOPSOil 7 : /'. /" ..a! ..'" SET ROOTBAlL ON UNDISTURBED SOIL. MIN, 36" ROOTBALL DIAMETER 1 2 X BALL DIA. .~ ~ (Y) C\") -8 of: o u: s.... ~ i !b Nt) . 0\ ~ ~8 F "... " ....: I) .~~ II- ~ ...--:::- as ~1~J ..." <<) Q.. ~~"" ~ ~ "":0 NN ". 1> SHRUB PLANTING DETAIL MULTI-TRUNK TREE STAKING TYPICAL PALM TREE PLANTING PROPOSED PLANTING LIST (BOTH SITES COMBINED) QUANITY KEY BOT ANlCAL NAME COMMON NAME SPEC1FICA TION # TREES 8 flj GORDONIA LASIANTHUS LOB LOLL Y BAY 25 GAL., 2 1/2" CAL" 10' H1.x 5' SPR. 2 () ILEX CASSINE DAHOON HOLLY 2 1/2" CAL" 1 0' HT.x 5' SPR. 2 * PINUS ELLlOTTII SLASH PINE 2 1/2" CAL., 10' HT.x 5' SPR, 4 EXIST. 0 QUERCUS VIRGINIANA LIVE OAK 6 0 T AXODIUM DISTICHUM BALD CYPRESS 2 1/2" CAL" 1 0' HT.x 4' SPR. 5 e ULMUS PARVIFOLlA "ALLEE" "ALLEE" ELM 2 1/2" CAL., 10' H1.x 5' SPR. 7 @ EXISTING TREES # PALMS 4 <; ~ SABAL PALMETTO CABBAGE PALM ON-SITE TRANSPLANTS 14 ~ ~ WASHINGTONIA ROBUST A WASHINGTON PALM 14' C. T., STRAIGHT TRUNK, BOOTED, MATCHED # SHRU 3S 6 C~ GALPHINIA GRACILIS THYRALLlS 3 GAL., 18" HT.x 15" SPR., 3' O.C. 20 ( .. JASMINUM MUL TIFLORUM DOWNY JASMINE 3 GAL., 18" HT.x 15" SPR" 3' O.C. 7 @ JUNIPERUS SILlCICOLA SOUTHERN RED CEDAR 4' HT., 5' O,C. 66 (0 RAPHIOLEPIS INDICA 'NANA' DWF. INDIAN HAWTHORN 3 GAL., 18" HT.x 16" SPR., 30" O. C. 109 e RHODODENDRON SPP. 'RED RUFFFLES' RED RUFFLES AZALEA 3 GAL., 18" HT.x 15" SPR., 30" O.C. 2 ~ STRELlTZIA REGINAE BIRD OF PARADISE 7 GAL., 30" HT.x 20" SPR., 4' O.C. 117 0 VIBURNUM ODARA TISSIMUM SWEET VIBURNUM 3 GAL., 24" HT.x 18" SPR., 3' O.C. ~ -, 27 ZAMIA PUMILA COONTIE 3 GAL., 18" HT.x 16" SPR., 3' O.C. 48 0 JUNIPERUS CHINENSIS 'PARSONS' P ARSON'S JUNIPER 3 GAL., 15" HT.x 12" SPR., 30" O.C. ~~) \s:';<(;j;?;;> PENTAS LANCEOLATA PENTAS RED 1 GAL.. 12" H1., 18" O.C. 270 ~If... PENNISETUM SET ACEUM FOUNT AIN GRASS 3 GAL., 18" H.1., 18" O.C. 'I,'\' ~~ ~ :::J"/.c ~ >=( I \\ :< ~ \ 11 ~F<I\O II ~ 0:: ~ u ::s " II :: 'It II ~ U ~ 0 II .... II :'j 1 II ~.. _ " II ~ I \0 II ;: foe 0 II ;: ,.. II to< II ::::. t< H ,...., II ;;: " II ". \0 tI /I ". 10 II >= 'II ~ 1 /I l~ ~ II 2N' 1"0 \I U \j U~O:: t. " II ~ d) ~ ~ P \0 :: ~~:::~ ~ [I, :: (,1'1 ....., ...... "J II "1 ... 1. II I: II ~ Il' ~ ; I " -=: \0 ~: 0 ;: '" I ... .. - "" 'I NOTE: PLACE EXPANSION JOINTS A MAXIMUM 10' O,C, SINGLE STORY BUILDING 8,140 SO. FT. F.F. EL-75.5O' ~ WRAPPING WHEN REQUIRED 2"x4"xS' STAKE 24'-4" 20'-4" SAUCER ~Ir U v lilt It.. [j ~H TI \j 25'-4' s....... v L/ L/ \j CQIC.SJI)_U( "00 {' .0 ~o '7 CCINC,SIlEWALlC ~ ~::$$_. : ::::. p (/~ ~-I~ ~ ~ === =~= ====== b.~b. ~; FINISH GRADE // // // // // // ;1 / / tI ,I tI " rl II II JI II II II II II Ii II 11 ~ \l.rli) ~~~~'i'J: .~~~(;l: -..> .... V' ~ \~~ < :::::;~1\~\.' ~~~\~\~).\\. "'\~\',\~\~. ~\";"-~,k -:::.~\. %\: ./-c- . \(./.; -:.~\ ., == = = ~ ~ ~ * ~ ~ @ PREPARED BACKFILL , I TREES FROM 2"-3 1/2" DIA. TREE PLANTING DETAIL ) t/ / ... Jill ;; -- "" ASPHALT DRIVE SHRUBS AND HEDGES t.n re -C(Y) CS(Y) o a. La u:2 .s::L uo -- uu.. co "- .L \I)~ +- o~ ~L 3 - \.) 110 ~~~~~~: 1. ALL PLANT BEDS TO RECEIVE A 3" LAYER OF PINE BARK NUGGET MULCH. 2. ALL OPEN LANDSCAPE AREAS TO BE SODDED WITH ST, AUGUSTINE 'FLORA TAM'. _~,.....I - T)o.< ~ I \t: t;~ .......: '-' 1) SHRUBS SHALL BE MINIMUM 3 GALLON CONTAINER GROWN 24 INCHES IN HEIGHT, MEASURED ABOVE ADJACENT PAVEMENT SURFACES REQU1RED TO BE BUFFERED AND/OR SCREENED, AND SPACED 18 TO 36 INCHES ON CENTER, AS NOTED ON THE LANDSCAPE PLAN. I I I I II \\ ~ ~ ~ <::- "'" .::::-~...::: IRRIGATION NOTES: 1. PROPOSED LANDSCAPING SHALL BE IRRIGATED BY A 100% AUTOMATIC SYSTEM. 2, AUTOMATIC IRRIGATION SYSTEM SHALL SUPPLY AN AVERAGE OF 1" OF WATER PER WEEK. WA TERING TWO NIGHTS PER WEEK. 3. IRRIGATION SYSTEM SHALL NOT BE INSTALLED THROUGH EXISTING PLANT COMMUNITIES. 4. IRRIGATION SPRINKLER ZONES SHALL BE SEPARATE FOR HIGH AND LOW WATER REQUIREMENT AREAS AND OPERA TED ON DIFFERENT WATERING SCHEDULES. 5. IRRIGATION OVERTHROW TO NONPERVIOUS AND NATURAL AREAS SHALL BE MINIMIZED. 6. A RAIN SENSOR SHALL BE INSTALLED WITH IRRIGATION CONTROL SYSTEM. 7. IRRIGATION SPRINKLERS SHALL BE LOCATED IN ALL PROPOSED LANDSCAPE PLANTING AND SOD AREAS ONLY. IRRIGATION PIPING SHALL BE LOCATED WITHIN PLANTING OR SOD AREAS WHERE FEASIBLE. PIPING UNDER ROADS SHALL BE INSTALLED WITH SCHEDULE 40 PVC SLEEVING. 8. IRRIGATION WATER SUPPLY SHALL BE VIA THE CLOSEST RECLAIMED WATER MAIN, 9. LANDSCAPED PLANTING AREAS SHALL BE FULLY IRRIGATED WITH SPRAY HEAD SPRINKLERS (12' O,C, OR LESS). SOD AREAS SHALL BE IRRIGATED WITH ROTOR OR SPRAY HEAD SPRINKLERS SPACED TO PROVIDE 100% COVERAGE. 2) PLANTS SHALL BE 36 INCHES IN HEIGHT ONE YEAR AFTER PLANTING, AND MAINTAINED AT 72 INCHES, EXCEPT FOR VISIBILITY AT INTERSECTIONS AND WHERE PEDESTRIAN ACCESS IS PROVIDED, 3) HEDGES AS REQUIRED IN BUFFERS SHAll BE PLANTED IN ROWS AND MAINTAINED SO AS TO FORM A CONTINUOUS UNBROKEN VISUAL SCREEN WITHIN ONE YEARS TIME OF INSTALLATION EXCEPT WHERE STREET VISIBILITY IS REQUIRED BY CODE. 25 FEET ALONG THE ABUTTING RIGHT -OF.- WAY LINES MEASURED FROM THE POINT OF INTERSECTION. THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. '<::::~ , GROUND COVERS W d. u.. o ~ m -l~ c:::(w ~~ (!)w - ~ a:: < U) o ~ DATE: December 21. 2004 REVISIONS: ~ May 5. 2005 1) GROUND COVERS SHALL BE INSTALLED IN A MANNER WHICH REPRESENTS A FINISHED APPEARANCE AND COMPLETE COVERAGE, 2) STONE, GRAVEL, OR ARTIFICIAL GROUND COVER SHALL NOT BE UTILIZED IN THE REQUIRED LANDSCAPE AREA. as ORGANIC MULCH 1) A 3 INCH LAYER OF ORGANIC MULCH SHALL BE PLACED AROUND ALL NEWLY INSTALLED TREES, SHRUBS, AND GROUND COVER PLANTINGS. 2) EACH TREE AND SHRUB SHALL HAVE A RING OF ORGANIC MULCH 24 INCHES BEYOND ITS TRUNK IN ALL DIRECTIONS. 3) CYPRESS MULCH SHALL NOT BE USED. 1) WHERE AN ACCESS WAY INTERSECTS A RIGHT-OF-WAY OR WHEN A PROPERTY ABUTS THE INTERSECTION OF TWO OR MORE RIGHT -OF - WA Y, A MINIMUM SAFE SIGHT DISTANCE TRIANGULAR AREA SHALL BE ESTABLISHED WITHIN THIS AREA VEGETATION SHALL BE INSTALLED AND MAINTAINED IN SUCH A WAY AS TO PROVIDE UNOBSTRUCTED VISIBILITY AT A LEVEL BETWEEN 30 INCHES AND 8 FEET ABOVE THE CROWN OF THE ADJACENT ROADWAY. LANDSCAPING SHALL BE LOCATED IN ACCORDANCE WITH THE ROADSIDE RECOVERY AREA PROVISIONS OF THE STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM STANDARDS FOR DESIGN CONSTRUCTION AND MAINTENANCE OF STREETS AND HIGHWAYS, LM c::::J c:::;J ('"'oJ BELCHER ROAD C.R. 501 (RIGHT-OF-WAY WIDTH VARIES) (0 ,::;\.1 ~ :::E w V) w ;;. . ~ ~ 0 << < m ~ C.5 . w . << 60 8 I 1"= 20' N ., 2) WHERE AN ACCESS WAY ENTERS A RIGHT-OF-WAY TWO SAFE DISTANCE TRIANGLES SHALL BE CREA TED DIAGONALLY ACROSS FROM EACH OTHER ON BOTH SIDES OF THE ACCESS WAY. TWO SIDES OF THE TRIANGLE SHALL EXTEND 10 FEET EACH WAY FROM THE POINT OF INTERSECTION FROM THE EDGE OF PAVEMENT AND RIGHT-OF-WAY LINE. THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES, \-GOULISH , ~~SOCIATES, INC. mm , .., m"". \ IVIL tNGINtERING .!It LAND PLANNING (EB 2659) --------------------------------------------------------------------------------------------------------------- -----------------------------------------------~--------------------------------------------------------------- 3) WHERE A PROPERTY ABUTS THE INTERSECTION OF TWO RIGHT -OF -WA Y, TWO SAFE DISTANCE TRIANGLES SHALL BE CREATED. TWO SIDES OF THE TRIANGLE SHALL EXTEND 25 FEET ALONG THE ABUTTING RIGHT -OF - WA Y LINES, MEASURED FROM THE POINT OF INTERSECTION THE THIRD SIDE OF THE TRIANGLE SHALL BE A LINE CONNECTING THE ENDS OF THE OTHER TWO SIDES. 272 Old East Lake Rd, Tarpon Springs. FL 34688 Ph (727) 938.2839. Fox (727) 934,0994 4) PLANT MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ACCEPTED LANDSCAPE PRACTICES IN THIS AREA AND INSTALLED IN SOIL CONDITIONS THAT ARE CONDUCIVE TO THE PROPER GROWTH PLANT MATERIALS SHALL NOT BE PLACED WERE THEY WILL INTERFERE WITH SITE DRAINAGE. SURFACE UTILITIES, O'vtRHEAD POWER LINES AND AREAS THAT RETAIN EXCESSIVE QUANTITIES OF STANDING WATER, UNLESS AS ACCEPTED AS SUCH, NOT VALID UNLESS SIGNED .!It SEALED BY; 48 HOURS BEFORE YOU DIG "CALL SUNSHINE" 1-800-432-4770 o I 15 , 30 I GERALD p, GOULlSH FLORIDA PROFESSIONAL ENGINEER No. 21340 GRAPHIC SCALE