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FLS02-02-19
FLS 02-02-19 GATEWAY PARKING LOT# 43 390/391 EAST SHORE DRIVE . ... (/) Q) ~ ..c: t:: o t:: 00 t:: :.Q o o - . 00 t:: :.Q o .sa <: <: ... o ~ 4-< o ~ ... .~ ~ > ~ ... o ~ 4-< o ~ Q) ;> ~ rf:1 Q) ro > ~ .~ ~ ~ Q 0"1 <: ...... ..c: 0'\ I ... t:: ("'-l 0 0 ('f') Q) 0 ~ t:: -- ~ I 4-< ("'-l 0 00 0 0 0 t:: ~ :.;2 0'\ ~ en ;> 0 ('f') r/1 ~ .sa ~ I . . ..s:: t: 0 = gp OJ) = :.;;l :.;;l 0 0 ..9 ..9 t:Q t:Q ..... ..... 0 j ...:l t+-< t+-< 0 0 ~ ..... ~ (l.) r:I.l (l.) .- t':l > :> (l.) \ I , 1 'i1 ~ .M ~ r:n. Q) C\S > ~ .~ 1;i ;.... t':l ~ ~~ t:Q~ 0\ .....t: o 0 ("f") ~_~II ...:l = """"-- t+-< OJ) 0 -g o = ~ ~ .- 0\ (l.)~ ._ 0 ("f") :>..9 . . . - fI) t':l Q) 00 00 !:: !:: :.g :.g 0 0 .9 .9 <( a:l - - 0 0 ~ ~ C+-o C+-o 0 0 ~ - ~ Q) fI) :> Q) Q) ~ :> , I , l___ __ ~ VJ C\$ ~ (1) > . .....-l ~ Q~ (1)8 ~I 08 ~C/'.) ooti a:l oti ~ ~ C+-ooo o !:: ~ .- Q)..:.c ._ 0 >.9 ~ 0\ ("f') ----- o 0\ ("f') " <, I I <( ;:= f- W (j) Z - o a.. -~ , , I I 2 I I I I Vl o o "-i . ~ <( , , ,'1 i L___ I-:dioo Bo, AOJ()ST RIM (iF R:Q/JIREO) \ Rim 5,01 Inv 15':, RCP S 0,49 O'Ei'I~OIA:'" 8/'lILAonc:- Inv 24 RCP W -032 /1. M' 1I't;; VL. Ill/v Inv 24" RCP E - 0.61 building , . ~ a w ~ o :r: (j) 6" mDE WHITE TRAFfiC ~TRIPE f- (TYPICAL) U) <( W CON~T 45 L.F. FLUSH CURB (SEE DETAIL) MA TCH EXIST PA~MENT 1;----- & 81dg OVcrh " ang REMOVE & REPLACE 25 L.F. TYPE I CURB (1M 101 INSTALL PARKING METER (TYP.) CONST 202 L.F. STRAIGHT CU(?B A(iNOEX N~') CONST 31 .s: Y. CONC PA ~R APRON SEE DETAil ~te Inlet #4 __ Grote 4 57 (A-\,I 18"-E-CE-S 0 9~_ IllY 24" RCP W ,-046 Inv 30" RCP E -0.46 REMO~ EXIST PA ~MENT -CONS.T 87 L.F. FLUSH CURB (SEE DETAIL) MA TCH EXIST -PATlEMEN,AND CURBS ~l - :n ) 24" RCP xisting Point Stripe (Typ.) _'_ - - III ------ ~r-- Conc Walk --- - - -T \ l --\- - fMATCil EXtST- - - - - - f - -- --l- -\- - T- --I ---L--f ~~~ -_1- _ __I _ ~ ~MIi.N~ 301. PCP I ONsT 221 L.F.I I T - i ~ ::: .::r t:: ~ ~ "-~AE)r-AN. N.'E-~-T--l,- -- - -+ - - LSllM/fHIJ CURP I I / / / --::::::: ~ MMr,111 I~ , ~{Plot, -1- t-1..NtJE)(-N&-10iYo-===---I-0T\):~-L.. __:::::::: ~ <iAIERI 6a.~9D . (O.~. 2~if~1725)1 I<~!o'\ I I ,1~q, ~j--:~~~(~~~? ~~~~ A hit P t ' ';Y ~ (;7bi I -- ~ ""- sp 0, ovemen ONST~ 406 .s: Y. ASPHAL T J;J I/'\je(\ /J--- - .......... Grote Inlet #6 --::: ~ ~ ""- PARrlNG LOT .0'> if - - - tj ~iAJl '-.. Grote 4,40 -- ::: ~ ""- TV , 6" mDE WHITE 1:' 12"( '-.. -- :::: ~ "- LOT B TRAFFIC STRIPE ,--oj! / I \; ?~/" \ :~~ ~~':, ~~~ ~v _\3538 -- :::: ~ ~ ~ (TYPICAL) ..0/1 -- I \;12 ~ \ Inv ??? N -232 --~~::__ - _ ~ / / ~ ?iAJY 0 -- "-": ~ " --"I ( ") \ ----~::__ 'P..jJ iSwit \ U2"~ \ ----....::::~~ ~_\ \ c:: - ~ ---.. ---.. ~ ,- 80x ? Y ____ ~ = _ //! \ 1"1'\: yr12" I ----~==__= / ,/,/ '-... / ./ CONST 26 .s: Y. CONe PA ~R CROSSWALK (SEE DETAIL) 0' ~- SCALE: 1" = 20' GRAPHIC SCALE (IN FEET) 20' 40' ~ ------- CONST 8 L.F. HEADER CURB GV SEE DETAIL Existing 4' Conc Walk 80 Y' y' ____________ ':> 0~ Y' g.Y' DRJ: WA TER FOUNTAI @ 9' !}p. CONST 10 L.F. FLUSH CURB (SEE DETAIL) ~C\ ~ , WST 'FL US CUR. (SEE DETAil) CONST 781 .s: Y. ~~SPHALTPAR~N~LOT ~. ~ , LOT A Vly o 0 ~ L.; 7 9 ;;:::........ j :--..... ........ .,........ ........ s........ ....... bV<jr0t, 2~ ~MOVE EXIST PAVEMENT ONST 24 L.F. STRAIGHT CURB (INDEX NO. 101) @ 4.70 @ (j' ."> CONST 6' CONC WALK CONST POND #1 ,>"1 '" ~ D '\~ i K \'\ '\ ), '\ ), '\ ), '\ ~lh\~\ ), '\ ). '\ \\ '5- '\ eD n,,'\\ WATER ~ ~" 6. edg II ~AIJIT \ ,,' II ' x I \ ;j REMOVE BOLLARDS \ \ _.cr. ~J' BENCH ~, 'J' (TYP) Of'"> -Tr:0 h'>~ ok':>'') ~ ~ 0 ~ ~u '" :ri ~~k u' '0' '-x'o' . ..(\ "--- )~I.-)' H--~ \ I '0,0, II CONST 194 L.F. \ \ STRAIGHT CURB II (SEE INDEX 101) 'E/P II , II ~'O':> PLA~,\ ~,IED AREA :? -rl EIP \ I \ \ , RIM EL= 590 \ \ I I.E 1.98 N \ \ EIP ~.llX D IIi 11,' H {~!cM,~ 'l'l.l{i" ,l.ll'l m t:J" " (Field) 0'0 ", ------:>( '1.'> " ~\ \ \ \ CONC SiW 'co ~ \ V~. II ~ &~_.? @lz"O,,-)~ ')~ I-R D ~ ,,:1-"\ :::- ..;.r i--- ')( -- ,,')~0'1-lffIM EL'" 638 \ \ II \ I ",>" \ I EIP -'^'---tl lliD \ \ PLNTED AREA \ I "\'> BENCH '"> (TYP) l,:>~~ &~ 1~ ~ P'" './()", ' '" ' --)( E /P B Grote Inlet #3 Grote 5,04 Inv 18" RCP 126 Inv 18" RCP 1 24 6" CURB SLOT TYPICAL (INDEX NQ 101) ~ 8 , , -j l- I L Grote Inlet #5 Grote 5,03 Inv 18" RCP SE 113 Inv 18" RCP NE 098 REMO~ GRA TE INLET #5 CONST OUTFALL CONTROL STRUClVREf'l2 (SEE DETAIL C\C 'J PLANTED AREA )~ 0' , , c-, OS c,"c COO, r"'- o. s' CONC CURB' TYPICAL PARKING METER PAD (SEE DETAil) 20' CONC CURB c" \:>. )0( "t:J '"> "\'> '"> (ASPHAL T PAVEMENT) 0,'" \:>. ....,{"'I>O 0 5' CONC CURB CA~SEWA,Y BLVD. ':>' 0" -"'~ ,"I \:> --)/ I )( 0,'1- '"> " ,)(':> '">"\,X&~~" '0 '0'" , :\ '">, 0," ,:>1> '">, 20' CONe CuRB ,i;, .'">" '" '.... , PROJECT LIMITS / CONS" 590 L.F. SIL T FENCE "'---05' CONC CuRB Elp ~ ~JL '1.'1- rSi: " ' Il5!D ~ BENCH " ').'"> (TYP) L " 1,,)"1 EIP )(,,0'). ><C-- ,>0 \:>' , b- I I l- L 10. WIDE x 6" rlICH~ CONC CUR8 " 0'1. o ~- LIMITS / CrNST 550 L.F. Sll T FENCE '">~\:> (ASPHAL T PAVEMENT) ,>" \:> I , f- , , f , , I _ ,,' ,(0' CONST 108 L.F. CONe S/w TYPE I CURB (lNDE~ NO. 101) )("\~ r*J r~;@] ~~ ;ill , , __L - - f~,~ 0 7..~'r'~Z -( q - Ft.- <; 0 1.. . ~ t.- 'L.1 r.r..')"~,",..~J'".-...'.-.. .[~frf5'T1rFJ-.' \{I.'T~.~.I~~~,] II 11 ',. ,,.::12) ---::1 L -- _::1 ~ I :; I" i.~"-"-'~,~~.~-~-~~~"-'l, f..,! I i ; : ~ ' , 0 '2002 ,i!i II 'I' Lt,. --. .-..".\'.....jj, f'1 ","r'~; " \ ',' {~\ t'i~;, , . t'"".j;':!'; "";. \JJ""J." ; " li!,t.~,;,1lio" ...,.c......c.;l>l..., .,. .._..:..........:4l,~,,;,_, SITE PLAN APPROVED CASE I ~l.... 5 0 Z - (Fe.. ''7 -j Z v CASE 'TYPE - -~ ORe DATE ~'/~( ,;z.. ~- CDB DATE - ' SIGNATURE ~ DATE '.3/." Z- --::-- ~? '0 ~ ~;@J CONST 327.s:F. SHELL FINISH 6" "fliICK W/ fiBERMESH CONC WALK (SEE SEC C-C) - - I , _L FI REMO~ BENCH AND CONC PAD PSTA BUS SHEL R BY O"fliERS - - (hNC S/w - - - ..... ..... -- ,,, '0 -- --- .-- --- --- - - --- --- - - - --- --- - -- ')'? ~",I/, ~~. ~ SITE DATA ~ ~ ,>t:J 07' CONC CuRB " 1-'0 '1-'0 '1-" " " LOT A LOT 8 '1-" '0' '1-0 \:>' ')., '1.'> 0' .\:>' ASPH PARKING CAUSEWAY BLVD. (Plot) ~ "2 ~ ~ ~ ~ g i t .ci ~ ~ ~ o ~ ~ 5' a: "0 c: ~ W N o()~ 0, U', "\" ,), ,,0'"> 00"1 ",>0 N 0, --- UMllS OF WORK PARKING SPACES PAVED AREA IMPERMEABLE SURFACE RAllO FLOOR AREA RAllO 17261 S.F. (0.40 acre) o REQUIRED 24 PROVIDED 7506 S.F.(1oo%) .43 o 11017 S.F. (0.25 acre) o REQUIRED 17 PROVIDED 3834 S.F. (100%) .35 o ')'1- b<' 'ff9> ,0, ~~'" 0' \:> " CIS WI 11 ELECTRIC - BOX ""c-, o~~"o, ,,'" '0 '1." ." ,'> '0' '0' ':>' ~ \:>~' o ~ "t:J'O 10" "t:J "'. ').'0 " ').' ", ('l o z (') (') C ." co ('l o z (') (') c ;0 co 0,'0 x'? C)) ':> ----l< - - o l.l', --....---- - - (') o z (') ('l c ^' co - - (') o z (') (') c Xl co - - -- - - -- ... .... - - - - - --- CITY ENGINEER MICHAEL D. QUILLEN. P.E. f/ 33721 DATE BY DATE CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENG INEERING 100 S. Myrtle Ave. Clearwater, Fl 33756 <$) IN~ST1CA TE BEFORE YOU EXCAVATE GA TEW A Y PARKING SITE PLAN lOT =/1=43 DRAWN BY Novo SCALE VERT. BOOK NO. RECORD DRAWINGS PROJECT ENGINEER HORIZ. 1 u=20' DESlGNED BY / TK BB SURVEYED BY PC DATE DRAWN 12/01 CHECKED BY GLB CONTRACT NO. 01-0013-EN JOB NO. 2001023 SURVEYED BY DRAWN BY DATE & Added Parking Meters .&. Moved south curb line Lot B & Pond 2 1,6' south .&. Deleted 2 parking spaces, added cone walk & curb slots REVISION BVO 4/02 Novo 4/02 Novo 2/02 CALL LOCAL PUBLIC UTILITY NOTIFICA nON CENTER TOll FREE 1-800-432-4770 MIN. 46 HOURS BEFORE YOU EXCAVATE DWG NAME REVlE'M:D BY 2001023B SHEET NO, 2 OF 5 APPROVED BY APPROVED FOR CONSTRUCTION CITY ENGINEER MICHAEL D. QUILLEN, P.E. /I 33721 DATE INDEX OF PLANS SHEET # 1 2 3-4 G3-G4 SHEET DES. GENERAL NOTES PLAN DETAILS SURVEY LL rll.,"I',,~ 1"" ~~ ~~~ 0., le~ ,\~/~ Q \ ~" -n S S S lc ~ ~f ~ ~ ~..~ ~#~""II"'~/J o >- I- - .. "' , -"'" ,; u """- I' '-: '-, '-. .r ,"' Public Works Administration 100 S. Myrtle A venue, Clearwater, Florida 33756 GA rEWA Y PARKING Lor #43 - ./ l ~ CIr ;. A oJf'6J.'fI-R \~ ~ Seel 08, Twn 29, Rng 15 jJ \ ,~ o S~~4 PrOf-eel No_ 01-0013-EN ~ I-NoRlJ./sIo[- _ DR OLDSMAR o j g C> ."... !Uf:;o~U1'~q Do c 'Z ~ J Q.Ul ~ ", BAY ESPlANADE"" \ Dv ~ ROCKAWAY 3~ J ~jO:f]NT~ ~s~~ ;cSAN I.f t..J ~ P~irJA 'i~S2 ~ ~ ~ Q. 1 J \. o Causew~Blvd J~ ,:sf ~~ - ~ SkiFF' ~O\~~ CITY OFFICIALS 7~tB:- E'~ ~J~ b~h) c;. Z . i)-C 1:11,' ~ ~ _~5~!..:.~~ ~~'-1-='-["'.l::i~~~1"","IT'"",""~"'~"' . D ("" Q>,' .t.'~,:" I.-I". .."..'., "",",,'.'~." ""1.- ';j/-;;,-...- 1"~~J~~Ui Lr, n I In' "....,F"..E",.G,2"",1 '),I,lO"'2:~'~"j~'."III! uu ~J PI) --......-' PLAN"N7mrrni"'i' tr:[r-o''''i':.'';,''-.,..,...~ ' c/'rv' ,::,c If L.. '-IV,-,,} r Sl'('~ =-"~~.,.,Jcl""QI~_CLEAHWAFi:,~ v J'tj ...,-'''.~"..;;...,'<i)''"J"....,~-,*'''* -';;:!'~il<1~-""'~,u"" J ~ I : S.R.580 '----.; 9 ) / l C/. .'1 -- () ,,~ ~-~-' ~ ~ ~ ,,/ 0 r?; S'~ HARBOR . 9 .. -~"- . ~. . J T ! f I _.. i ~ I -f-_.._I · 3 , -'0 ~ ~ , ~ ~I ~ SUNSET POINT RD ).Y SUNSET POINT RD IlIAJN 51 )~ ~ g i {; ~ vi J \ (I ------~t t ./ '"'' /' I ;'. / : <1 I. I~ /" ~~ l '~-/. Q ~ / J ,- ~ /.01 r,,~ , r DREWST rA ct.E\nAND ST ~ V ~ J; ~ ~ J !!! vi :) ..., I ~ t I 1 o ~~~ ~ 0 ~DD <> ACAa)l ~ 1 ~ J ~ ~ _\ r J J "7 ~ 7 _~~~\\\\ n II (~~ J 1>+6 ~"''''' ~Ull1 ~ 0,)' U oj ~ ,\\~ ~ ~ ,,"'~ .-.. ~ ~:j/ V c:!L .. \.0. SlNI. r- ~1' ~~ ~ ~ ~ ~ ~ I " !'-\Oi I \ i Bm&m \ \ " DUNEDIN I .... ,>" __ .....-- ~l // ~ -,"- 'V -c.;~~ Brian J. Aungst Mayor Seat 1 Ed Hart Commissioner-Seat 2 Hoyt Hamilton Commissioner-Seat 3 Whitney Gray Commissioner-Seat 4 Bill Jonson Commissioner-Seat 5 William B. Horne II City Manager Mahshid Arasteh, P .E. Public Works Administrator o " "'op ,f\ I .~ U COURT- ST '\ 10 BAY-IllW ! 5.R. 60 .. ./ r-' CJ FIRST 5T ~[}D 0Z.C6;;-- THIRD 5T ~ DR :)) i7~D~ ~,w.~ ~ -s' .~ 6"0 } 1 ~~ ~ ~ ~ I lAKE\'IEW-t- I ~ ~ i ~ i~ ~ I I NURsERylRD 8ELLEAR1RD ~ I ~ ----..... ~~ --- Michael D. Quillen, P.E. City Engineer I ORIJIORD .., !!! vi '"",,--" I ()IJ- \l~ " .... J Y ~ 1/ LARGO \ \ ~ FFf]~-:';":"~III' i fJ,lJt-d1tr!"oI IJlj -'..002 ItS! 1'1 "t:,~~...=,. ~ ) J .... Lt'\i~ N I \ ,I~.; :,""'~-'r':: ~;'(~f';;"""'''' ,"", ,...,..."...,.;.;cc"'. .!,- 'c i f-:,:.', i\h' C:{ ,~:.~ ~;: ':''', ., ".)-r S \/(; <~' ~ =~~~=~:~~.!;:i::;:~F' "..,:LL",=~j. Approved By . '~~~4 p-- .9 IlL ~o CITY ENGINEER MICHAEL D. QUILLEN, P.E. # 33721 Date Approved Zr-- L 0 r- CI ~ Plan Set No_ 2001023 SYMBOLS LEGEND + = Aerlo.l To.rget ~ = Bench Mo.rk g>~ = Co.ble TV Po.lnt Stripe 1m! = Co.ble TV Box @ = COMMunlco. tions Mo.nhole . = Concrete Light Pole . = Concrete Post <"1L = Concrete Utility Pole @ = Dro.lno.ge Mo.nhole 1m! = Electric Box ~ = Electric Mo.nhole fE~ = FPC Po.lnt Stripe J;l = FPC PeolestOol A = Fire HyolrOont () = FlOog Pole F= GOoS Line MOorker ~ = GOoS Filler COop e = GOoS Vo.lve KlfdJ = GOoS Meter Box ~~ = GOoS Line Po.lnt Stripe ~ = Gro. te Inlet @ = GTE Mo.nhole ~ = GTE PeolestOol F= GTE Mo.rker -) = Guy 'vIire x:x = Light Pole m = Mo.ll Box e = Meto.l Post e = Monitoring 'vIell ~ = Po.rklng Meter B..WP~ = Reclo.lMeol 'vi 0. ter Po.lnt Stripe BWJ = Reclo.1Meol 'vi 0. ter Box ~ = Reclo.lMeol 'vIo.ter Vo.lve @ = SOonltOory Sewer MOonhole o = So.nltOory Cleo.nout ~ps = SOonlto.ry Sewer Po.lnt Stripe ~ = Section Corner )::{ = SIOoMeSe Connection -0- = Sign Sprinkler Control Box Sprinkler Control VOolve Sprinkler Heoc:l Sounol Speoker EM~= StorM 'vIo.ter Point Stripe ISm = Trofflc Slgnol Box lIEJ = Trofflc Slgno.l Pole ~~ = 'vIoter Line Point Stripe II = 'vIo.ter Meter o = Voter Volve C'{L = 'vIoool Utility Pole ~ = 'vIoool Light Pole () = 'vIoool Post ~ ?-~ 's; i- = Point of Elevotlon OJ = ~ = '" = ~ = RECORD DRAWINGS SUR'vt:'l'ED BY I DRAWN BY REVIEWED BY PRO.I:CT ENGINEER DATE APPRO'vt:D BY OTY ENGINEER MICHAEL D, QUILLEN. P.E. , 33721 REVISION DATE BFP o Bacik Flow Preventer HB o Hose Bib oS Sprilnkler WM II Water Meter WV o Water Valve "F,H )--A.. Fire Hydrant eGV Gas Valve oB BolIClrd . Iron Pipe . Iron Rod . Pinch Pipe 0 Nail & Cap 0 Nail & Disk . Pk Nail . Railroad Spike 0 Stake & Tack . Concrete Monument 0 Benchmark ... c.B.M. C t. B h k _ onstruc Ion enc mar BY DATE FPCMH 0 Florida Power Manhole o FPC Ped Florida Power Pedestal GTEMH 0 Telephone Manhole o GTE Ped Telephone Pedestal OConc,P, Concrete Pole OP,P. Power Pole OL,P, Light Pole E- Guy Anchor CTY Cable TV Box 0 o *' y "II"""""#. ~ff~~ ~~ ~ l~ri~" 1<:$ ~\II ~ '\ =- .,,"i;J'~,;;:;,rjrl.: ~ ~~I '-!~TER ~,,~ """"')," Oak Tree Pine Tree Palm Tree )5.001 Proposed Elevation @ Soil Boring Location CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 100 S. Myrtle Ave. Clearwater, Fl 33756 G) IN\lESl1GA lE BEFORE YOU EXCAVAlE CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER TOll FREE 1-800-432-4no IofIN. 48 HOURS BEFORE YOU EXCAVAlE '- GENERAL NOTES: 1. LOCATiON. ELEVATiON, AND DIMENSIONS OF THE EXISTiNG UTiLITIES, STRUCTURES, AND OTHER FEATURES ARE SHOWN IN ACCORDANCE WITH THE BEST INFORMATiON AVAILABLE AT TiME OF THE PREPARATION OF THESE PLANS BUT DO NOT PURPORT TO BE ABSOLUTELY CORRECT. 2. THE CONTRACTOR SHALL VERIFY THE LOCATiON, ELEVATiON, AND DIMENSIONS OF ALL EXISTING UTILITiES, STRUCTURES, AND OTHER FEATURES AFFECTiNG HIS WORK, AND OBTAIN ANY NECESSARY WORK PERMITS THAT MAY BE REQUIRED PRIOR TO WORK AND SHALL COMPLY WITH ALL STATE. COUNTY, AND CITY ORDINANCES AND CONSTRUCTiON. 3. THE CONTRACTOR SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS UTiLITY COMPANIES IN ORDER TO PERMIT THE RELOCATION OF THE EXISTiNG UNDERGROUND UTILITiES IN ADVANCE OF CONSTRUCTION. CONTACT SUNSHINE STATE ONE UTILITiES NOTiFICATiON CENTER AT 1-800-432-4770. 4. THE CONTRACTOR SHALL COMPLY WITH THE PROVISIONS OF THE CITY OF CLEARWATER LAND DEVELOPMENT CODE REGARDING TREE REMOVAL. SITE CLEARING AND LAND AL TERA TiON REGULATiONS. 5. MAINTENANCE OF TRAFFIC WILL BE THE RESPONSIBILITY OF THE CONTRACTOR, THE CONTRACTOR SHALL ~AINTAIN TRAFFIC UTILIZING FOOT STANDARD SPECIFICA TiON SECTiON 102 AND FOOT ROADWAY AND TRAFFIC DESIGN STANDARD, INDEX SERIES 600. 6. ALL EXPOSED AREAS TO BE SODDED WITH LIKE KIND, WITHIN 24 HOURS OF EXPOSURE. ALL DISTURBED AREAS SHALL BE RESTORED TO THEIR ORIGINAL CONDITiONS. 7. THE CONTRACTOR SHALL PROVIDE SUITABLE BORROW MATERIAL, APPROVED BY THE ENGINEER, AND INSTALL SAID MATERIAL IN ACCORDANCE WITH THE PLANS AND SPECIFICATiONS. 8. OVERALL CLEAN UP SHALL BE ACCOMPLISHED BY THE CONTRACTOR IN ACCORDANCE WITH CITY STANDARDS OR AS DIRECTED BY THE ENGINEER. ANY AND ALL EXPENSES INCURRED FOR THIS WORK SHALL BE INCLUDED IN THE UNIT PRICE BID FOR OTHER ITEMS. 9. THE CONTRACTOR SHALL ENDEAVOR TO PROTECT PRIVATE PROPERTY. ANY DAMAGE CAUSED BY THE CONTRACTOR IN THE PERFORMANCE OF HIS WORK SHALL BE CORRECTED TO THE SATiSFACTION OF THE ENGINEER AT THE CONTRACTOR'S EXPENSE. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 10. ANY DAMAGE TO STATE. COUNTY, OR CITY ROADS CAUSED BY THE CONTRACTOR'S HAULING OR EXCAVATiON EQUIPMENT SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATiSFACTION OF THE ENGINEER. PAYMENT SHALL NOT BE MADE FOR THIS WORK. 11. THE CONTRACTOR SHALL MAKE ARRANGEMENTS TO CONSTRUCT THE IMPROVE~ENTS IN THE LEAST INTRUSIVE MANNER TO THE ADJACENT PROPERTY OWNERS. ALL WORK ACTiVITY SHALL BE PERFORMED WITHIN THE CITY OF CLEARWATER PROPERTY BOUNDARIES. SILT FENCING SHALL BE ERECTED AROUND THE CONSTRUCTiON ZONE. UTILITY CONFLICTS: FLORIDA POWER CORPORATiON JERRY CONRAD P.O. BOX 1699 CLEARWA TER, FL 33757 PH. 727-562-5660 DRAINAGE NOTE DURING CONSTRUCTION PERIOD: TIME WARNER CABLE SCOTT CREASY 11500 9TH STREET NORTH ST. PETERSBURG, FL 33716 PH. 727-576-4123 X5035 EROSION /SEDIMENT CONTROL: THE CONTRACTOR IS TO PROVIDE EROSION CONTROl/SEDIMENTATiON BARRIER (HAY BALES, SILTATiON CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY. STREETS, STORM SEWERS AND WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT THE SITE. IF, IN THE OPINION OF THE ENGINEER AND/OR LOCAL AUTHORITiES, EXCESSIVE QUANTiTIES OF EARTH ARE TRANSPORTED OFF SITE EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE CONTRACTOR IS TO REMOVE AND CLEAN SAID EARTH TO THE SATISFACTiON OF THE ENGINEER AND/OR AUTHORITIES. VERIZON ~EDIA VENTURES CECIL WILLIAMS 1280 E. CLEVELAND STREET CLEARWA TER. FL 33755 PH, 727-423-8982 CLEARWA TER GAS TOM ROBERTSON 400 N. MYRTLE AVE CLEARWA TER, FL 33755 PH. 727-462-6630 X239 VERIZON TELEPHONE OPERATIONS JOHN LETO 1208 E. CLEAVELAND STREET CLEARWA TER. FL 33755 PH. 727-562-1113 1 DRAWN BY N DESIGNED BY TK/BB CHECKED BY AC CONTRACT NO. ovo 01-0013-EN SCAlE SUR'vt:'l'ED BY PC BOOK NO. JOB NO. 2001023 'vt:RT. NONE DATE DRAWN 12/01 DWG NAME SHEET NO. HORIZ. NONE 2001023B 1 OF 4 /4!~ t~ '- APPRO'vt:D FOR 2----20/0<- CONSTRUCTION OTY ENGINEER MICHAEL 0, QUIUEN. P.E. , 33721 DATE ""\ GA TEW A Y PARKING LOT #43 GENERAL NOTES ,1" ~ / I / / / / <( i= f- W en z o ll. _J I , , I 2 - ::J1 ') REMOVE tk REPLACE 22 L.F. TYPE I CURB (I"!PEX J01) I I~===d , , I II I 'III' 1,1 I g /111/ I I 1.(') 111 I , I I ~ /11 ;; I I I I /I) I" - - - -.J I I )/rl L _ _ I r+- III -, I I /111 I , I I /II I , I I /11/ I I I III I I I /111 I I I III I /111 I III /111 I /111 I I I /I . ~ <( 'I , /L_ building , I i r-::ct1oc Bo, ADJUST RIM (IF REOUIREO) \ I Rim 501 Inv 15" RCP S 0.49 Inv 24" RCP W -0,32 REMOVE BOLLARDS Inv 24" RCP E -0,61 , . ~ Q W ~ o r en 6M WIDE WHITE TRAFfiC STRIPE f- (TYPICAL) en <( w CONST 45 L.F. FLUSH CURB (SEE DETAIL) MA TCH EXIST PA VEMENT rote Inl.tlJ~ Grote 4.57 18" RCP S 0,95.._ Inv 24" RCP W -0,46 Inv 30" RCP E -0,46 REMOVE EXIST PAVEMENT -CONST 8ZLE.._ FLVSfi-.CJJRB (SEE DETAIL) MA TCH EXIST PAVEMENl AND CURBS -=]l / / / <:;'1. '" ~ <:;\ ~ Grote Inlet #2 Grote 4,57 II L (J CONST 26 S. Y. CONC PA VER Inv 24" E & W -0,31 CROSSWALK (SEE DETAIL) =L lill G~~ --,,~., ~~IV~ ,=' O~,.0~/ ~ """-- - -:-- -=- c -;;; '-k - - - - - - - - - - - - -,./ \ \\ - - o ; cr-I\f\\ ~~oo/,./ ,./ -- /-------- ----MATCH;;~Ta----------- ----r ~\ ~41=- -===-t ;.., '+---I~n l-",;;~~-__ _ PAVEMENT - - - --L----f ~~ oB PC H 24"RCP - ~~~_1O - ___ --- ---_______30" RCP I ---.:t:~ "'- ~':o ,- 1:--...." I~S~"'>~0'<5 --- "1""'j-A-oIA~"NC--S'T--~ _ ---STRAltJHI CUR~ I / ;---::::-.:::.::: ~ . I" I =:=/ '0" IVII"\" ~1'4 l:.. 11. -(PI --- --(IfIOEK-No.-I01) ====-- --T'e:4f:-J... ---.:::.::: ~ I ' ~- ~'" C~/ >;.'O"J PIER 60 >;.i)R. (O.R. 29;4'2..1725) >;. >;."\'0 --~S:~C/ '" ~ ~ ~ Ilu REMOVE 4 L.F.:f > x x x >;.T----= ~ ~f!J ,. --- ::::- ~ l'll Ci" TYPE I "IID'B Asphalt Pavement x !uj~tCl,/O ---:::~ ,>;. Ik ~' . vV/T, REMOVE 'ONST>;.386 S. Y. ASPHALT 0 \je( IJ- - "---.. Grote Inlet #6 --- ~ ~ REMOVE if ~ ,H /~ B'nILADns /"''1 PARKING LOT ()~ M,n;' uf - - - tj ",,:~y " Grote 4,40 --- ::: ~ "'- II ''4 II VL. /TV x 6- "IDE WHITt. f'1 I I 12\ Y " Inv 18" RCP SW 1,33 --- :::: ~ "'- I PALM TREE , LO T B TRAFfiC STRIPE &ill I ""~2" \ Inv 30" RCP W -1,58 ---:::::::::: ~ "'- (TYPICAL) ~ II ~,Jy;. y -:9. \ Inv ??? N -2,32 --- :::: ::: ~ II/","" iw CS \ ---~ r - I r::, ,'..... --- ~ "'- ) 0 0 0 0 0 0 0 0 0 0 I Swit, \ 12 (1) \ _______ --..c:: ~ II, ... ~y (J1o'i Row 0 0 J 0 0) I c:;:, \ """' --- --- ~ =-- -;;?' 1 r:: 1'>~ J tJox .,.. ,/ --- ~ "'- ..;:/ I \ 10"14" -'I .. ~'\. .J iwJ' ------ :::: = = - '\ lonter r ,,"I ~ x'0v C)\>"""\ 1\.,.. Y ~ 12" i -- - =: - - - - ~, I ):~'J -rJj'11@x'0,,/ -If ~~ ~VE~T ftll" 4 us -rB-1 A'A 'c-~~C"AIT uJ ;~\ . I 9,"J ""{9/i 0 ~'J '1..-CoMCoI., -f ~I <, I r:: f[JTra, x ~ x'0 Row of Bollords x ~ ~II or~1 I rbff~on ~ nc C:;lab~'\. - - '~7':;,:::::"""""1 srJIJati JiJRB F p t I ~I . I 30,,""" rr'" F. '.C S" .,"Q ,) S, ~ CONST PONO #1 Vciu~\' II ~ ; i g"a '''II ~':: :s ;J:ococ ' _ _ _ __ _ ~ _ ~_~. ~ _ _. _ _ _ _ ~~ _ _ _;;;;,--- ~~ __ _ _ _ , ,7NOEX Na 101) \ ~co'1. ___ ll:ij F fi I E 80x J~ 'r -. {I ill 1J: 1J:\ 1\ leU): J: n l n n n/n n n Y'ptJ: n H n H n H J: Hf,\'J:]' n J: n J: H H J:, ::: ::---.. ,9,~!O .300 i llli, ~ '0, 1111111 ~,rU, 1'0, \ ,,<:;'0 '~' ,,:9, 't ).: 11 ~ f 1111 11 I h9, r 10" 'Hed e \ 10" 1 0" """::-..... \~ co<:;\l"" , 1\ .n.WATER~" 6 6.5~ """ oil hL . --- " ~ ~ 9,<' '--- . \\;~ -1I .xwVAlJl T ~ "*""'" -.,\ , <:;" {. '<:;6 "$.1(.1 '1.') ox ,,<:;~ 13 \ \ - - *"'" - -END SLOI/tV - - P oJ. ~~ ~ \ \;(t - - \ \ ~ REMOVE BOLLARDS il<; ~b 1/ -1.i'''1'~"J>whk '\t "'. ~ II CONC '/W ,,"'''" " STRAIGHT CURB II, $.V '- '" ~ '" \ \ "J'1. ............... <, "J<:; 1 \ \ ~ "J" BENCH ~\ ':> <,1 "'~ CONVERT GRATE INLET' ., <, ?(-~ - --*,'1. - - - - - rr-~ - - -1~~Yb >r~~'J- - - - Yf TO OUTFALL CONTROL ''i> \" ~ ---* STRIJ(;;~f: ;t:E OETAIL) I 'i ":t? ~ ~ _ ,~~ D>J]~_!t' I _ ~ ;~ x'~""- _FJ!$ _ ___ _~ ~ __ ~"~" _'~ '-_ _ _ __ ~_ /;:' %: STR~r:~J'(:;t .o;;~~:: ~< 1f~ "0:2.'1.1_ -=- -=--=-,-=-_ -=--=-l-=--=-~~-'nv 18" RC,~,~24 -=--=--=--=- - -=--=- -=--=--=--=- - _ _ -1-- Inv\\15" RCP S 1,27 ........ ___ - ~~ - - - I ~,. II ~ "*- _ - - - - - - ~- -- ,,"J9,--;t \ 1M EL= 6.38 2,0 CONC CURB E/P I Inv \~" RCP N 0,82 , END STRAIGHf-7'.cURB- - '~I:-:;[=~,93 -11- <,-; - - - - - - 2<7'CO cCUR'Bt'O;N STRAIGHT CURB,:>1"J CONST 38 L.F. (AS HALT PAVEMENT) " \ I CONST 82 L.F. SLOjjTD ST(?A/~~t~;J;t; \ BEt SLO~ STRAIGHT CURB : E :~ ~ STRAt';~: (~~~~ s~~fGH~O~~~ SJ:t;r:'~aCUft,b'~ SLO:~:\S7:~~~~, co", w"' :~"" ~ ~ ~ ~ ~ ~ ,or, 'll!'~ ~ ,~SEE OETAIl. ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ \~\\ " I" 'r~'<,;t'. ~ ~ ~~ ~ ~ ~ ~ " ~ Ic/" ~ ~ ~ ~ \+ ~ ~ ~ ~ f-. ~ ~ ~ " CONC wee ~,~ ~ ~ ~ ~ ~ ~ ~- ~ ~ ~ ~ ~ ~ ~ ~- ~ ~ ~ ~ ~ ~ ,~ ~ ~ ~ ~ ~ ~ ~ IE] n -- - - - - ~- 8 '?{ / _' 9 I \ \ 2? ," <,<:; ~ , I 7 PLANTED AREA PLANTED AREA _ ,_ ~," ' It"~"J ASPH I III ~ "J'Ii E/P II l \ . I, '\ I " " CONST 101 L.F. VALLEY / ~ : - ......., \"f~ , ') ,', 1.';\'~\\ ~f ~~~~~~RxB 6' HIGH~/I II C GUTTER CURB (INDEX NO. 101)CASPHALT ~JVE'NT) \. ",,'"\,) ,d*''''''';''[ ~ " 1l"'."'" ~ PRO J~C-7J-,jLJ~~JTC"' / C 'IAJC"'T 546 L.F. ' ~~M 1~~~ ~ 90 II (ASPHALT PAVEMENT) FACE OF CURB TO MATCH 1 \~, w ~ ,+:.; __~, ()"....,......._':,"~.~ I ~//'_ _ _ _ _ _ _ _ _ _ _ _1__ vC,1 JMJ/.J OJ.,.J S/LTFENCE ",,' II ~\ ,,,<' ~XISTPAVEMENT 2,O'CON~CURE...-7(29,~~i'M,n= 6..i6_E;1iW~- t: -,-,..----;:;;L~-= '5- ===____________1__ / I' "' -; -;:: = i' ::: = =J= ::: c/" --"."", _J~ - X;::;;'-~-:::-:::-~- -" CONCOO'" -: - ,r!'~ fP!f~~!' .s: Y. AS 'ALT ~ 10J '~-~,~ -:~o;;. .;,."',",,'~). 3'0- - r,;;,.:,..!,'J....IO. ,.,.' r.'~.;;"".'~~;:,,.'..-. ,-,- :''W---;:\'~~' - , / ,./ ,./ <, \?"" <, '09,~X <, (5 1 1'1 ..-a..fc'NT ~ j'> B ,,<,"J "r,;;,""Am... ";'5' #" '';'~ P"~' , /' /~~: "' ;g:~", J ~l.,~ :.~~. '-." f~*~-~: 'Sl,j · '00 ~ _ =:~ _ _ -H_-'~C~.,.- - -~~-- - )".-~' - - - -- ~ - -1- - - - - - - - - - - - - - - -- j , /j/ ~"J1>0,,~~~J> ~S:-<...)V \~, .-/ -.)... - - ,,'1.<' ~f~~H - - - - - - - - - - - POWER POLE CONST 108 L.F. 1 1 ;/ I b "'r,,",'" b~%~ ;; ~r :v'v\ ~ V ~ RELOCA 170N CONC Sfw TYPE I CURB I :::- , I I DRINKING IC'v) -:y 'i ( ./ ~'O<, ~ ~ @J\ B ""'" ')<, WATER \~> "'\? /"' ./ ~ 00 ~ PSTA ~ ,,~,,'1.1 \ \ FOUNT:~\~\,,~ ~),,~''i/"' cllNC s/w ././ CONST 327 s.F. SHELL fiNISH \ BUS SHELTER - - - - - ,,~"J~ ~ ~\ \ 'f;)~~~~ "J~\~'i./ 6M THICK W/ fiBERMESH REMOVE BENCH BY OTHERS i - - - - ~4}; \\ _ ASPH -<l \ \ 19'~ ,,')~ ~~./ .~ AND CONC PAD ..., '_ _ - - - "J9, .1' ~ <) \ \ ~ ~ ,./ <#:A CONC WALK ('SEE SEC C-C) , - _"Ii ",,"J" ::::::::, 1,.-(',q..-11.--,>; \\ ,,'1.<' \ \ '1.9, \1v ,,"J /'./ ~~. ,1;); ;,:,,\" _ ...... - - ::::::::, -11.-- ~ \ x." \ ,./ ~ II - - "" (/j:J ~ '0. \{~ _';(;>9,./ _ _ - - ~ ~< ~'1. ,./ I.l- _ "J<' ,,:1-') ASPH ,,'1.'). ~"""..cj>! ,,<:;?< \,,'1.')~ "f - - II _ -x~'O- - __ ___ c/p '\: ~r: ~ ,,\<'/ ' ')~ _____ ----- _____ _'L - - ~'~_______" ':> ~ ~ \ {) l!l :'\..x" \ 1\ ~ - - ,,~ --- -x'X~, ~ \ \ r:J - \ \ ~'1. II ~" y ~ ""-.. \ )'r"/ \....-<~\>o\.-t, \ N \ <6 X\" '1.'0 \@l j ~ "J" "h~ /\, ~oss y ~<, ,~ I. "J'O -z. U::" ~ ' "x <" ~ ,1. G<f-: \~<, ?\ ~'O .-...6\ \ OU\ \ :J" ~ "J<:; JL7'~ONC CURB =-- ~ '1.'0 .:' ?-,\G \ I( ')\ \~ WY- \ - "---~ =-- =-- - - - 9, " E '1.~ g "J'1."" \ '0\. ./ ~'" \ "J~ .z. >\ ;1' ,,:J: " "~ y ::?<< "1-- <"\ "\" \ \ ,,\ ':>') \ /"',,\~ ~ ~('"\ ~ \ \ \ \"~\\.,, \ ~ >6~\ ('"\~i:1~ <:;" 'J( \ ~,,:J\ \ f' ~'O ,,:1- \"c:, ~\ t:: ,,\ r:J ~'<'<:; c \ ('"\ '1\ \\,,\"J \ \ \,,:0\ '~\'" '1.<:; ~ x\~ :1-"J~ ~ \ I \ \ \\,,~':>,,<''1.~9, " ')'1. ~\ ~ \'-'!J \ ~<''' \ ;:<:' \ \& ~'" ~~" "\ f \ ~ I ASPH \ I \ ,,:1-').~ ,,~"J 11 {i'l'Uc/s W/ \ I ASPH \ 8 II I \ \ \ ELECTRIC ',I II \\ '* II BOX \ "J ~ g ~" 1 h~<:; I \ '. ,,\ ~ <:;'0\ \ ,,\ I II ,,:1-')1*'0'0 \\z.I\" I \ II \\ -\1:10)\i \ \ \ \ ! '1.\ \ \ 1\1 1\ b ~ \ \ <:; \ \ '01 ~,2:. - - - - - - ,,;!Jh19, "c:, ,,<:> J t":'3 ~ ,,\ N <:;~:t\ ~, \.,....... ~ \ \ o. "~J\ \\~, ~\ I <,'-'!J~^'" --- _ _x<'CO \ \8 8\\ \\8 ~\ \ "........ (..'-'!J"J z z z 0 --- - ...,)('-' \ \ ~ ~\\ \\~ g\ \ - \ \~ ~\\ I\~ ill! \ Ul Ul CONST 202 L. STRAIGHT CU~ (INDEX NO. 10/) A _J CONST 31 S. Y. CONC PA VER APRON 'SEE DETAIL ------- /' ~ ------ 24" RCP @ 9' '?-1<)1" \ \l~ <, - *- - - 7}p. CONST 10 L.F. FLUSH CURB (SEE DETAIL) ",00 >;. x WST '4 L . 'FLUSi CU~ (SEE DETAIL) CONST 781 S. Y. ~~SPHALTPAR~NeLOT x' ~. x LOT A --- ~ @ CONST 6' CONC WALK --~-~ \ Grote Inlet #5 Grote 503 Inv 18" RCP SE 1,13 Inv 18" RCP NE 0,98 REMOVE GRATE INLET 115 CONST OUTFALL CONTROL STRUCTURE 112 (SEE DETAIL) / ~ ~ ,/ / / /' ",,". '~ --------~ 0' ~ II SCALE: 1" = 20' GRAPHIC SCALE (IN FEET) 20' 40' I T:,~(:- 7?f{rP'1 SITE DATA LOT A LOT B '1.\l " ,,:1-\ ,,:1-"J ASPH PARKING CAU SEW A Y BLVD. (Plot) UMITS OF WORK 17261 S.F. (0.40 acre) 11017 S.F. (0.25 acre) PARKING SPACES o REQUIRED 24 PROVIDED o REQUIRED 17 PROVIDED PAVED AREA 7506 S.F.(100X) 3834 S.F. (100X) "J<:; '0 "'-....... '....... ,,:1- '1." X '-... / "'x ~ - - )2' ----- .-/ ""- '1.1\ ,,\'1. "\ ASPH \ <:;~ :>: " \ \ \ IMPERMEABLE SURFACE RAllO .43 .35 --- FLOOR AREA RAllO o o - -- -- -- - - - - - - -- - - -- - - - - --- RECORD DRAWINGS BY ",III""",#. .,,~~ 1tlJt' "- ~~ I ~ G.\\!/ \ ~~, ~s a ~ ~ ~ ~.t~TfR ~~. """"hll' CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 100 S. Myrtle Ave. Clearwa ter, Fl 33756 ~ INVESllGA TE BEFORE 'I'OU EXCAVATE GA TEW A Y PARKING LOT #43 SITE PLAN DRAWN BY N OVO SCALE \>ffiT, BOOK NO. DATE CALL LOCAL PUBLIC UTILITY NOTIFICATION CEN TER rOll. FREE 1-800-432-4770 MIN. 48 HOURS BEFORE 'I'OU EXCA VA TE HORIZ. 1 "=20' DESIGNED BY TK/88 SUR'v8'ED BY PC DATE DRAWN I 12 01 CHECKED BY GL8 CONTRACT NO, 01-0013-EN JOB NO. 2001023 SURVf:YED BY DRAWN BY REVIEWED BY DAlE APPROvro FOR CONSTRUCTION DWG NAME SHEET NO. 2 OF 4 PRMCT ENGINEER DATE APPROvro BY CITY ENGINEER MICHAEl D. QUILLEN. P.E. I 33721 REVISION "-c. "'C~ 0 ~- 0 - DATE 02' 2. ASPHAL llC' CONCRETE 8- CRt/SHE!) CONCRETE , fli,. =m;c~... __--'".....---,-- : l ---- .IJ 1__-- VARIES SOl} r. 0. 8. [lEV of.. 0 ---<-- POND 1 ElfV .l 0 SlOTTED STRA/{},fT: CfJR8 ;SECTION A-A · HORIZONTAL SejALE '''='0' VERllCAL SCALE ,"=,' Va" GAL VAN/ZED STEEL SK/MMER 36" G-~=fI : I [L I I II ~ II I I Ui I I II ~ II --!I---T~--I II I I I I~...L---J.-Ll I I I I I I I I I I I I <t Exist Grote Inlet #1 -- I- I I I L-l'------q--.J I II I( I -i+---+i---.J II I, I I [L I I ,I ~ I( I I 'in I I II ~ II U_--<=1J 24" NO TEo' FASTEN SKIMMER WIlli FOUR~" STAINLESS STEEL BOL TS W/ LEAD ANCHORS. SEAL ALL EDGES OF SKIMMER A T CONTACT POINTS WIlli STRUClVRE WIlli WA TERPROOF CAULKING OR APPRO f,f"'D EQUAL. CONC PAD UNDER SKIMMER It ~ It ~ It ~ It ~ VARIES VARIES S(}() I' J:' ' d EX,; 7SllNC CROUND . --l ---1-- J L . - ---- /lATCH EXIST PAVEMENT _ [lEV .lift ~ "----- :-------... ---- --- -------- ..- ~.- l'.0.8. _ElEY4.8 -----.,...----- 2- ASPHAL llC .CONCRETE " POND 2 ~f I 8- CRtISHED CONCRETE, SlOTTEJ{ STRAlCHT CfJR8 . SECTION B-B HORIZONTAL SCALE 1"=10' VERTICAL SCALE ,"=1' SLOTTED STRA/GHT CURB Va" GAL VAN/ZED STEEL SKIMMER 36" h 24" 2'-2" It (Q It ~ --'-l I I I I I I I C ---- . ____ \. I I ----. ____ --...1 I I -~ I I I k _ ..J _ J- -=:-. ---- ____ ---- --- --- ---- , It ~ It ~ ~ NO TEo' FASTEN SKIMMER WITH FOUR~" STAINLESS STEEL BOL TS W/ LEAD ANCHORS. SEAL ALL EDGES OF SKIMMER A T CONTACT POINTS WIlli STRUClVRE WITH WA TERPROOF CAULKING OR APPROf,f"'D EQUAL. It (Q " It ~ CUT RECTANGULAR WEIR INTO EXIST GRATE INLET INV = 4.20 ~h~1~"_Y~~W OUTFALL CONTROL STRUCTURE #1 Va" GAL VAN/ZED STEEL SKIMMER l' TOP OF BANK ELEV. 4.60 POND BO TrOM ELEV. 3. 60 TOP OF PAD ELEV. 3. 39 CONC PAD 4" MIN. 1---- - It (Q T --- I I I I I I I I I I I /;=::.:" I I II Exist \. \ I I I I I 15" \ I I I I \ \ R,C,P,) ) I I I L_~ '~_L_..J I I I L___________~ S~Eq~2 ,,~,~CTION OUTFALL CONTROL STRUCTURE #1 RECORD DRAWINGS SURVEYED BY DRAWN BY REVIEWED BY PROJECT ENGINEER DATE APPROVED BY CITY ENGINEER MICHAEL D. QUILLEN. P.E. , 33721 DAlE REVISION BY DATE It (Q --71----;7-- I I:J I I ~ /I,Q:: 1/ I I -<.0 I I II '$ II II 0.J 1/ <..1--->----. 0 __ __ __ ---1 It ~ CONC PAD UNDER SKIMMER STRAIGHT CURB PLAN VIEW OUTFALL CONTROL STRUCTURE 112 (MODIFIED FOOT DITCH BOTTOM INLET TYPE H) SCALE '/2"= "-0" 9' FOOT TYPE H CAST IRON GRA TE ELEV 4.90 Va" GAL VAN/ZED STEEL SKIMMER -. -.-. 2'-2" 6'-2" --- o . ~ <.0 TOP OF BANK ELEV. 4.80 POND BOTTOM ELEV. 3. 80 o N RECTANGULAR WEIR IN V ELEV. 4.40 CONC PAD 4" MIN. #4 Bars @ 12" o.C. ~.-.-.-.-.-.J1 CROSS SECTION OUTFALL CONTROL STRUCTURE 112 (MODIFIED FOOT DITCH BOTTOM INLET TYPE H) SCALE '/2"= 1'-0" NOTE: f. CONCRETE SHAll HA ~ .JOOO P.s.1. MIN. COMPRESSI~ STRENGTH (J 28 DA >'S 2. ALL REINFORCING STEEL SHALL BE DEFORMED BARS ACCORDING TO ASTAI A-1S15, GRADE 6a CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 100 S. Myrtle Ave. Clearwater, Fl 33756 m GA TEW A Y PARKING LOT #43 DET AILS IN~SnGA lE BEfORE YOU EXCAVAlE CALL LOCAL PUBLIC UTILITY NOTIFICATION CENTER TOLL FREE 1-800-432-4770 lAIN. 48 HOURS BEfORE YOU EXCA VA lE =m;cPA~r\ VALLEY CUTTER CfJR8 ---- ---- --- -- -- ---- ---- ---- ---- ---- ---- --- ---- -- f:':iSt --....----::-~ 1 B " --.... '"1 RCp, ) --.... ---- ---- ---- ---- ---- -- --- ---- -=- ---- -J ) ---- 3 /lA TCH EX/SllNC CONe WALK VARIES 0'-10' _---l J /" --- SHElL fiNISH CONC WALK o. THICK fi8ER11ESH S4 WCfJ T .KJIN TS TO /lA TCH EX/SllNC WALK ~ - EXPANSION JOINT 2- ASPHAlllC CONCRETE 8- CRt/SHED CONCRETE SECTION C-C HORIZONTAL SCALE '''=10' VERllCAL SCALE 1"=1' MA TCH TOP OF ASPHAL T PARKING (00 NOT PLACE ASPHAL T 0 f,f"'R INLET TOP) DRAWN BY N DESIGNED BY K / CHECKED BY AC CONTRACT NO. ovo T 88 SCALE SURVEYED BY BOOK NO. JOB NO. VERT. As Noted PC 2001023 DATE DRAWN 12/01 DWG NAME SHEET NO. HORIl. As Noted 20010238 3 OF 4 APPROVED FOR CONSTRUCTION ~.Lle3J72' DATE CUT RECTANCULAR WEIR INTO EXIST GRA TE INLET INV = 4.20 #5 Bars @ 12" a.c. --- ------=--\ -i EXist 18" R C } ,P J. _~-----_ I \ ------ ------,\ ) ------v 2__,cO~07. - 4" Drop at All Drives 5" 1" t;I V 1-1/2"R:r Wearing Surface .---.. ), ~:-:if) :: r::-- -0 '/.. ,',' to '~....J t ~~-:>.;.::~ --1 ~ ~ ~i:\:t: VlVV ~xxxxYY O v ;;.~ "...<.'}. ::1 -L / .'y...,.~ N ~ ~ ~ i::}:::::i:: Base '-/ .e:- /: .p::,~" ~ ~ ~ <i::i:), ..- V /V/ :~::::::4: ' , . ' , . t' d' . . , /'{J/:"./ / ':..;,.'.,.,. , ,Compac e ' . . , ~ . 6;' .1. 7'" 'I . , .Subgrade, , " , ~'\!... '.~." ;..' '~~~~ > . . , . , ' , , ~,\>>~'YhY^ 0' '''/~~-%'~~V /, />/ /A/ //" /// // - 1" Drop at All Drives ':q. ""'" ..- r Wearing Surface xxxx 3/4"R D~ ,.,-h-, .,/j ,~,",<\..., ,,', ',,'.,' ,"l',k' Vol'::'::""':])'" :.t."'::"?':'.:'~: . "y. . . . ' . ,- , .y. . , " '" '/ '-/':d:::::;::::: lo :::::P:::4::::~:: Base '// :':::::,,::.~.::":::.::,:,,::::::, - , . '- ):y' .6", -,. '1 2" , -' ' ' . , .1 2" . ' -' I' .' . ~~ . I .' ,', ,.,. I. Compacted, W>j//(//.:(~\0~~~m- '~/0>0A (J) STRAIGHT CURB INDEX NO. 101 NOT TO SCALE VALLEY GUTTER CURB INDEX NO. 101 NOT TO SCALE NOTES: 1. THERE SHALL BE A 1/2" SEAL JOINT BETWEEN BACK OF CURB AND DRIVEWAY. 2. CONCRETE IN CURBS SHALL BE 3000 PSI. 1/2g EXPANSION JOINT Wearing Surface \ 'XYYxxxx;<.;<. 4"x8" CONCRETE PAVERS ~ASH SAND/CEMENT; MIX INTO JOINTS ..,....<:~ 3/4" SAND y y :~::>':::::'.--: .:::;;'.'p'::.>~,. 'l . ~ Cl' StTTING COARSE :::...',.<::::::.~.:: io :::::.::>~:, ." . .. . 4" " ':'~::::~:::~:::::',,~::,:~:::::~ ........ ... '. " '.../ FIBERMESH REINFORCED , /> Y. /' "':\~"''A)>-S.;z';~)'....:,; ~.::......L CONCRETE SLAB/WALK (3000 PSI) '~'\((~~~~~ ..:..12 . : . ./-"..... 12 L1MEROCK SUB-BASE ~~~y .... "< ,,,,,,<.I"~~" ,,//~ ,/ <</ <<'Y-r- , ",,< ~ Base COMPACTED SUBGRADE CONCRETE P AVER SECTION @ VALLEY CURBS SCALE: 1"=1'-0" ASPHALT ROAD SURFACE OR ___ ADJACENT DRIVE l' 0" 4"x8" CONCRETE PAVERS III - -I - WASH SAND/CEMENT MIX INTO JOINTS '" ~~~~~W3/4" SAND v ~ [J 4 SETTING COARSE ~ / "FIBERMESH" REINFORCED o ./ CONCRETE SLAB/WALK (3000 PSI) " / 12" L1MEROCK SUB-BASE o / COMPACTED SUBGRADE '" ..::-- 9" CONCRETE - ~ ~ ~ '" 1 /2" EXPANSION JOINT o of o o o o o 1111111111~ / CONCRETE PAVER SECTION @ FLUSH CURB SCALE: 1"=1'-0" RECORD DRAWINGS ~ 'P"""'~ ...~~\ --~ Y-:~ rs~ ~ I( ~ ~, lti;~~ ~, l~ -= W ~ @ ~~TER ~~. --''''',,1'),111 INVESTIGA ~ Bf.FORE YOU EXCAVA~ CITY OF CLEARWATER, FLORIDA PUBLIC WORKS ADMINISTRATION ENGINEERING 100 S. Myrtle Ave. Clearwater, Fl 33756 SURVEYED BY I DRAWN BY CALL LOCAL PUBLIC UTlLlTY NOTIFICA TlON CEN TER TOlL FREE 1-800-432-4770 MIN. 48 HOURS BEFORE YOU EXCAVA~ REVIEWED BY PROJECT ENGINEER DAlE APPROVED BY CllY ENGINEER MICHAEL D. QUILLEN, P,E. , 33721 REVISION DATE BY DATE - 4" Drop at All Drives 2"R I 6" I 2" l -- r 3"R -oq- ../ ""'" << : :~<1 : :\ _ ..- ~j:1j.~~j: lo, " ". ~ ~ ~ f ~ ,~::::q::::';":~j;4,;fJJK, 0., :::::::::::::<::::..,.,...,:<::' .I /Y /:,0 : ,4: : : : : ~: : : : : ~: : : : : : P: : : :~ : : : : ' : : ~ ' 6'" I" : : " ,'. '4:" '. . .' ,', t ~ . , ,! ' . 2 . , .~ Compa'cted ?~&.I~h~;/i;m' , . '$ubgrade' '<<'~'~"~~~00~~~ .I'~~~0 NOTE: WHEN USED ON HIGH SIDE OF ROADWAYS, THE CROSS SLOPE OF THE GUTTER SHALL MATCH THE CROSS SLOPE OF THE ADJACENT PAVEMENT AND THE THICKNESS OF THE LIP SHALL BE 6", UNLESS OTHERWISE SHOWN ON PLANS. ~ r Wearing ..- Surface I '" ;<.xxx Base TYPE I CURB INDEX NO. 101 NOT TO SCALE HERRINGBONE PAVER FIELD PAVER "B" ------... 16" WIDE PAVER BAND PAVER "A" \ \. '-.... ~ L' '. /'< . .' .(. I.L' " L <' . . . ..., " . TYPICAL CONCRETE CURB, HEADER OR SIDEWALK 1/2" Chamfer Outside Only ~ __v, ~~:i ~&-<<~~ ~ '/~ IX)". ~~~ ~"",.,,'-: #4 Bar - Grade 60 Wearing Surface 6g VOl. i'XI'-xxxxx :~) Base "~-' .. .. ..................... 6" 3" :-: ::':: :':-:-:':':':'Compacted: .~.~.:,'::','::,'::.~.~<-:-:,: Su bgra~~.,:-:, ~K~ ........... '-<~,<~,,~//~/ d //? />/ /, CONC HEADER CURB NOT TO SCALE ~ ',11 /.<, '. L : ~. /. < ,I . :\ L' / I I , L . i ,<' .(. TYPICAL PAVER PATTERN DETAIL N.T.S. / ~ i . . L. \ .(..... . / : . .\ . ~ ., f L' . . '-4 < L. . L' '.~ fl. . . '. / PAVER "A" SYTLE: MANUFACTURER: COLOR: "PLAZA" 4'x8"x2 3/8" CONCRETE PAVER PAVERMODULE (954-972-7400) 3 COLOR BLEND (ORANGE, SAND, BUFF) APPROVED BY LANDSCAPE ARCHITECT DOUBLE ROW BORDER PATTERN: P AVER "B" SYTLE: MANUFACTURER: COLOR: "PLAZA" 4'x8"x2 3/8" CONCRETE PAVER PAVERMODULE (954-972-7400) 3 COLOR BLEND (ORANGE, TAN, BUFF) APPROVED BY LANDSCAPE ARCHITECT HERRINGBONE FIELD PATTERN: P AVER SELECTION KEY: 4" X 8" X 2 3/8" CONC. PAVERS BY PAVER MODULE ~ P-30... "CLEARWATER SUNSHINE" (ALL PEDESTRAIN CROSSWALKS) ALL CROSSWALKS, DRIVE APRONS AND ADJACENT TO PARKING ALONG SAN MARCO & PAPAYA CONCRETE PAVERS ARE MANUFACTURED BY PAVER MODULE, 1980 MARLEY DRIVE, HAINES CITY, FLORIDA 33844. (863) 421-7422 OR TOLL-FREE 1-888-755-8711 GATEWAY PARKING LOT DET AILS #43 DAlE DRAWN D'NG NAME HORtl. 1"=20' As Noted == ~~D.~~ DRAWN BY N ovo SCALE VERT. 1"=2' DESIGNED BY TK/88 SURVEYED BY CHECKED BY GL8 BOOK NO. 4 CONTRACT NO. 01-0013-EN JOB NO. SHEET NO. 4 OF 4 2~2 ~ -0 ''2- DATE u - ..,' MATCH LINE "A" SHEET G6 /~. ~ () ~~ ~ ~f: ~~ '" ~ ,"\"\ ~"!V J !j '\ I N RIM EL:a 54 S /0 :tJ'\. m"':::- 152+93.79(C) .32.50 l(C) 2 - SlY MAS SLOG t ASPH ~ J 0 i~ ~ ~ ~ 'o~' 4)~C) ,>,IbY I rl[~ ~tt J,,~ 1'-- B~SEUNE -8M ~~o+I3~~C) BLDG .... ..:> ~...,") DRY ...~ ..... "y.....~.,1'5~+20510.19LC C,)~' 'r~' ~ ~Ii ~)E (BOTTOM)"'1:S ~fi..1 t"'. '>' Wi rJ . r%- C/'152+9J.5J(F) J2.5~^L(Fr (SPORTS, ~~ 'll1C) 26 & ~ ~ GRASS.... ,. 155+20:'25(G) 160<:22,26(C' ~', .~ J::' s....." , '.Jlit1 (SAHO ""A .om) .r -- "J ) " ' ':, , , ,.... " \A / . .'" m 9 . " .. 0 ~ , , 3250 L(C) }O.OOl:(CN' ^ 6 9' (P1) <11 li ~_____ 115~'+80 64(:) , .00 ". I o~.- 152+'01 07~F~~'" ".l>'.;fr (NO PIPES) · "hj~ RAn: n- 4.99 -?7,"'k- ' . fT - '.22 j SK>I .. )(l...... GRASS Ii!. . +" "'"..,. . ",.GRAS~".?"~ r ~~ _ 32.50 l(C) fT' _ 7." Ib - I\. 'Q ~. l.\" . ,J>J s.,. U, IE - 2 60 · oS' I "'J~ CON 1 <0- (TO.... Y + ~ .. (tIO u:FT 155+ 19. 99(F) 160+29.2 4(F , '" no} j.:. L . t; . . f)' ^ ~ ty ... 32.53 l F (,y (' I..... ~im '>'~ "" SIGN ~W (15"RCP S)' ~C)~i f)' AI\. /FXC\ GRASS ~~-"-- C IOS,2' (PI) -" ZONE) r. ": AN lotI 11S,26' (P1) lUll."> i,of 32.4S L(F) /30.25 L(F\ _~ .., .' fWll.' CONC /W. M ~ .~ .,.. .. ( ~, / r:"pr. / .J -;.":>"t. ~I.'\ ,Y' _<155 J to. (NO LEn lIJRN) .,. r- - 40 26' ~ '""'ti.,,'........ \ - - - - ,-i ~y- fJ.ll.i:. - _ _ _."- ",,:> 4>' / ~~ i9=-:< ". -::tW,I PlANTER R , ..Oil e a N89'2537 W C, ~ FPKD LB 4475 ~. ~ 1-OH' ~ '''HlI' ,,"'J,.o \,. -' 1-OHW ~IW:ST (PI)"-OIiw ~ 9'25'37 E C,,~"~ /'/1"''' ..,,, 226, 46'(C) {<;/, (TOW AWAY z~"f)'--jJ~r- 'wj()ll(eouWNADY) "'\~.'_ h-OIiW_,'" 2~(l;\ ~ ...?to lAY N89"25'J7'"WfC) ! '" " IE!lI jl ,. .,.<$- l' '-!li':lIil '" N RIM EL S 53'h-!' .; 170+J7.97!Cl ....?('\~.~"V" 0"" ~ ,," " ""'" N v . ~ r\ . Ill"-., '\ ;'-.; ~ SlCN 8"" 8" GRAn: EL~ 4.62 ~m "~~P NE)~ ~:4~ '1; ~ f 170Ut~( C) ~~ ....";,"'., . IE (1O"vcP N)~ O:O'~ \: f:t. 46.00 R C /' .~" ~1'1~~ .; ./ if .~ .;f ,,".;-' +';> ~ ..oJ'. , 'q.,,;!', ~~ ..' CONC S/W .~ ,,~' ~ ..~.~ .~ +.~ .;..f. l" S -0> R II" __ _ . _~~~: TRANSITION RIiI (017) BEGIN BASEUNE -5- ~1O (V(Gt:TAllON ~CT, KEEP OfT) ,IE (24"RCP NW)== 1.90 ~ ~ ~ 46. ,,'/>'131.1'~ IE (S"VCP E)~ -0. 9 ,'.(I' 170+37. 97(F) . ~ -,ii;' SlCN o? ""',.-",,, .? \ ..'~...s>"1'. .~""',. ~ .'''''' .~. ~ of>< J (!l)I ....05.. ~ I 4:" CURB" L";>'O ... '\......... __~ u- ,. '" -.- +.. GRASS '" ,,' '1" 170+27.47(F) . IE (1O"VCP s)- 0, 3" 45.73 R(F) ~&, -.....::::: (BUS STOP).. P \' '" I "'. . .,/".y ~ '" ... Y _I " TRANSITION'" .~........ .... ~ STA: 150+:r,oooo ~ 8 8 150+55.00 BASEUNE -5-~' + I:l\ 46.12 L(F) ,J N RIM n- 5.67 MA~HOlE ~ "'j ..L." "N RIM EL- ~36 . r ..... " .. N" _ " ';"_ g. / 08 BASEUNE -,,- .,.tJ; l'\ N RIM EL- 5..31 ~ IE (10"VCP N).. 0.11 ) g ~'"' ~" ) 1'36 154+01.99CC) '-SIC ~/~YC)(RlCHT lANE J,~I N RIM EL= . 5.;0-7 ,,~ ~~~b/':lFUCT MANHOLE N RI~ EL= 4.56 ~ ~ # ~_ 8 -142+87..,. ~~'Y IE (12"RCPS)- 281.J/IE(S"VCPE)=a028 (NOT LOCATED NRIMEL:a .61 0.2 IE 18RCPE.. . () (UTUTYLO<CAlION) 0,,:,,_ lIJRNRICHT) IE!24"RCPES-0.80 ,SIGN ~R1M..EL= 4.55 IE(8"VCPE)= 1.05 ... l'\ '>~ IE (12"PVC NW)-2 '96 (")' (PAVED OVER) IE (BOTTOM)= -5.09 '-"it> IE 12"RCP S)=r 1.24 32.50 l C ...~ _ (NO LEn I 1(24 RCP E) 021 IE (8 VCP W)- 1 05 .r\ (15 !.tIN pARl<~l 151+ ~ f)"~'" ~~ ~ 152+00 IE 10 VCP ~ == 0.". I <Ii) (fiLLED WI WA Tf:R) 153+0 g ~ IE (18'RCP SW)~ 1.46 4+00 IE 15:RCP S ~ 0.65 NR'l IE (24'RCP wi:' -0.60 _.,.. - PIER 60 DRIVE (D4.Fl -' I --- .~- '" _.;1' -' EAS (P2) ..;. ~ 5PO&O" _ SPO&o CONfliCT MANHOlI! IE (I~'RCP w)~ 1.36 PIER 60 DRIVE (D4.F) '. 1441.~' (P2) BAS NE' "5" IE 18 RCP W)~ 0.80 I !S5+00 TO (6"OIP N-S)~ 2.94 156+00 -SPK&D ~ M;IANNE ST(P2) ,.:' SOK&O ~~ v'~V - ~~. ::'H '.;." ~ +,,01; ~21~~~ i~f~ :~~ ..<' ,- ~pi;~j~ ~~~3- Hf g - ,of I -S69'25'37"E(C,Fr t J' - ~ ,.fr l'-....:,."".~ 155:2.82(~) +'>~ .~ (~"oT~~-;')__:~&~~' - - ." I ~ 1f~;g ~I:: _g.;; iii ;... N RIIJ n- 6.28 <;-.. . .. 0> ..,J ~, , ~ 152+4962 BASEUNE '( ~ ASOH .I N 3:r.w Rl~'~ ~ (FlLlED WI WATER) 155+83,24 k IE (24"RCP W)= -0.41 .. .. M .- ~ .. 150+S4.66rC) .. of' .. oJ' , .' .) N RIM EL- 5.S7' · : '" N RIM EL- 5.27 .., _, N 32 50 R \ . N ~ IE ~12"RC" E)- 2.66 '24.51 R(C' .. , <"1 \V~ IE (12'RCP N)~ 2,17 I - 162+86.09 BASEUNE t<< VN IE ~12"RCP N~-1.33 N RIM EL- 4.a1: \"Clyll-J:~ ~~ ttt~ J55-1 48.73 BASEUNE -5- ./,.' . ~; rN RIM El 488 IE 15"RCP S). 2.70 tf\\ ", .l\ ~~ ~'1 ~~ '>~' (" ) ~ E 4"PVC SE 2 n IE ~15"RCP N?= 0.S8 ~ f~\\ / 1 tal 00 BASEUNE -8- 155+73.2hCJ ".... ,.,. fUJI,..... ~ N8 ~...37.UJlC"\ /VI I. .... ~ \T 12210'eC) II ~. IE 18 RCP NE -1.67 I I ~', , IE 12"VCP S ~ 1 26 U"'TV ""ENT (OJ). D"o+ 3250 R(C)I\ IE (15 RCP N):::t 0.41 N89'2l> 37" ~ C J 9 .." .!!\ ~ _A lP2, ----. >) - .. -' ....., IE (1S"RCP SW)-1.87 , . "W( C) ..f.Jo IE (12'RCP W)- t.J7';< .P- ..~ '..~ ".,,'(C) ~" ~ of>' \ oJo oJo j IE (12"RCP S) = 1.90 ~ RIiI (02) ./ ..of> ,1EIllm ...1' 6" 6f1 121,93~ ~~ n- 5.7SJ ,~'E (12"RCO W):O::: (P2) 539 361:~3'(fAC~)0';~k ~'fi"~t~(FJ ",. -1' S89'25'37"E(C).-1':; ,,0>.,. ~P,,~ 226.46' (P2) I"" .P.t _206.17'(pl ,'~~ "" em ~" ':, ~~ .l69'l!S'37!E~~}392' t;~0.39"C\ /!:i'~.,,~ r~,CWJ 8 150+ 24. 65(C)/ .;.' " ..~ ~~ ^J ~ ....~. IE (12"RCP E)~ 2. 2S ~- '-"" - " 0' - __ . __'" _ ~~. _ ~_ _ "*'Ii n .'.' 'l' . -OIiw . \' .J,- .... 'lIOI' ''';:; . _ .. ~ -"- _, -"- ~ 24.~1 K{C) YO' (C) -h ..;-' ~ .{iJ ., L..~ "'.. 6 8 IE (12"RCP W)- 2.2S . 152+06.76(C) - Z-",w_ ;. <l' 'l ..x I-OHW I-OIiW . HW - T 8W Rill (017) t,j. S07~"IJ.I'(C)....... '" r :0"1""" . ~u 6! ~ 2-0Ii' _ _ ,.,><w ''Xl>'.~ <PI" fT GRA;rt EL= / 4.41' / . Y "" J 60.~6' (P2) JO',(C)...,. ~v ...... ~ ,. ~:~5~5:~~(C),1 1~~~/~)1~~ '\. 1~~;09~~{C~,. GRASS <;>'" ". @'" ~si.. ,.~~~ '::S'If'::) "~7JAI ..~\~' ~..~ ~'f/' ~AYNOI~f~?(;f(C) 1>r~Y (/.~rc- /IE/12~RC/,N~~ 2C6;7)-Jj ;/ :8 v' CON~ ~l,.4' + " .) ~ ~ v .... >) 8 8 <> 40.00 L(C) :~~ J' rlt '-RIiI (0l7) .;'@...J> "'.;P .;-" @<t -' ..?- =YsCB- "8 e ';"" " ".<J (CI55+ 00.54(C) > \ IEj i ~ BOU.,) ~l I~ ~ V . l / . ~ oJ' l:;' ~I"~, q,~ 8.... GRASS N RIM EL- ~. 63 -. (tIO lOIOHT N~ -" J' ~~ 1J' . "d'~ 'Ii..) ~ ,?' "", \ N321 1'~~ :~) '" IllIl 1\ rNO RlS 2573 (OIi,.1'..c,~ .: 4 SP. e" I N RIM EL- S.63:~q , ,.... · ". 8 IE (IS"RCP N)~ 1.73 1;/", U-NRH) f '- / ",2 ...... GRASS .' \....... 19.26:u.... ,. ,. d oS- 155+71.61(C) . ..-/' 01 IE (15"RCP N)- 2.93 t:: 5l 8 00' IE (15'RCP S[)~ 1.73 I · v: ./ :t '" :tor ol':;' -t,' ...hl'll'*- _ '" 8 . t.' .! +" 40.51 R{ C) , .;- ..-/ ~ :~ f~~"~g" N~i?; ~:~ N 1iT." p""""C)~1 .,'!'? 8 ~ 1:: ~- ~l: l~ ' 4O'.X) St ' 40' (C) J' J d ~ & ~ .-! li~ ,@ ,~.,! 5 (CLEA~WA T~~P~~~I!~~RARY) 155+ 10, 97iCl / I 91", ., ~~ ~ ..' 15P her. . <>," /' IE (IS"RCP NW)- 3.01 PARI<(P2) >) >) . 820' V ACA 11::0(015) GRAn: EL' <$- , ..<$-" ," FrE _ 7.24 "" ,,04' ~~~ . " OR 4236, PG 1875 IE (15"RCf NW)~1:67 :'-' r 11 e ~ ,? "P + + '..,..~ .:' 6 ,\ .. ".1 CAA" ~ \ " r,: ~~:5'%H) .&'-cG,~<>" I .;-.".? ~ .... ~...,e ~ e i"' CLEARWA TER B ~A6t~L~NS~Bg~~;~O~A TER, FLORIDA \ '. ,..- .. ,f~Iy~''''''of> c%"c ~ \:~y y + I-OHW' ~ 1/ ~ GRASS 01...... SlGN-k 155+66.50CF) ___ Vi ~~, EXP 15"el~ I W I I "'. >).... '1 t-'B 23. PG 37 _ ~YT'_YSToPi -, @ _~ 92.79 A(r) O' ;;;. x". "'\ d'. GRA~~. ($ ~ 'o,.,lf,~ .' I ~ ; @~' ..<> ",rt~~ ~ '!~~ h.~\~~ ~ "r~ - - - - - - ,~~ .. :!1 ..-..-1;, Jt e "0 "'" b-'& 6 e '4 !f ,- I ~. +- PUMP Q " 25" \::> c,'Jo 8 CRASS ,0.. C!. " ~ ,I- ~a _ .; <>~ I ~.ei,'i @l ft>":-"" @~R(j)I~~~~', "" ~I.:'$ _ OJ' ,1'.;-' ~ \.r~ '~"'S". ,\.".. ,,' \., .'_ .'_ ,,11' 1 lfj !<.t < r. "' lb' .. 't>. ~~I C) t;>"" ~ Ibrfr 1 :'> -:..-,I ~I C, ~. ~ .... ,...r- _ I .' n A.f E.J ::c " .. Il. ''''' ~- <> ,j> ,., ... " 1 _ STY MAS SLOG - _..,1' .""'. ~ 2 .'P.", '". ". Ul 8 8 l '" >. " , or · ,. .. · ". '" (lOBBY) .". ~ 0;0 0; ,,' .. ","" ASPH ,", !!:! 8:! I " )~ J,1t ..<> . . n ..<$'GONC" ,1".';' .6 /I 40 (NO PARKING) Q ~ ~?'& .e- &.:: ~ Q ~'>O; + "';,~' c.lo8- \.::J /'" , -' '-' lL f)')-'t>+ I 11' .. .." ~ ,. U , r JOLL Y TROlL Y STATION) GRASS.~ 0: rJ' .~ I') lI') ~ + " ~ Cl I. ,j> ... 'r ". ." 0 ~, ;;; t; IE ": 7 e.- PARC~L I 08-29-/15-15606-000-0160 g ,.<( : ' ~~~ fu- FlUNTAlN ,. e +..' 8 ". e I PARea I 08-29-15-15606-000-0050 +'. e ~ ~!""'.f ,,'~ ~~!ii ~ t- W'"" '2! ,f '" ,.8 +of I~ 0"- 0 j j :., .t':;:; @ "../RASS 1"'" ,.;-' GRASS t~:d .' r OOG"'uo~~ " o".~. \ _ _ _ _ _ _ _ _ _ ,',. ,. ,..; ~. ~~ ~ , '?:5f.J . , / / / ,/ // / ~ ~ @ ,).,4.. I / I.~ <( ~ 1& 2 IS' <(:=;: 111 . , + . ~ " '" / / _ 1.'Jk {:? 1;; 18 8:=;: I Of .., I IllIl ~~ ~ , ).... .;J' ~ .,~~., yrxc I 7 I 7 ,~!; ; y .," y ='!; g oi::l IllIl I I I .!PARca I 08-29-15-15806-000-0051 OJ lJ!,;> " .; \ ASPH .u ~ i .~)( .I i' t;;)'O / / ~{):)'t>':i- 2941f~ "'...... ". ol> I ,v ,~ + I "'~ ....,. '/ IS 8" GRASS@IM.. + 'f~1' 2 - STY MAS BLOG \ GRAS g 2 :' /' 1261+15.750 , / ~<J CRASS .. (CIVIC CENTf:R) of} J't>";>'o <.> VI a 9/J.l:) qC) I ,/ Is"e ,~ ~ GRASS .... ~ I ~ , 40 . . ,. ~ ,. '\J III / / . ',/ ,I I ,to ".. r;;: , J I ~!''& ~~ ~o ~ ~ e ~I 'is ,1' rF[ ~ 7.24 " ~~1.;J' ." ~'I " /", '~~r'l\crs ~ .,~">. '0' 't>' ~; ~_ / ji' '0')-"" l..! Ib~ 't>')-"" 2" '" 0" 6" '0' ~~'\ "t J ~ c,';Oj - <)' , . '0,>"" ..~ ~-' A.", ~ .... , __ ,N _, .. . oQo , ~t:." 40' (C) t ';-'~j,~ CONC S/W ..' GRASS .~ _ _ _ _ _ _ _ _ '~:;o~ ,,' J' "iT +' ....:-OJ I~ ._ T ~ ,.Jo ,. (JOlLV P 'C'- v I ^T C) ^-~ ...':" h ...., 6 <:: Al c,'::) '0':- to":-" 9:J- ". r" 5" ..,. TROllV r /"N RIM EL.. 5.98 1) Ib") _ Q 11il ,~, .' . II;: ',. h Slo../ IE (BOTTOM). -1.63 ~ ",,' ~\' \ \ \ 'o~ "c;> TYPE F CURB I'/' -~ ..~ + ,- "'.j'."' ,. ,," .... (FlLLEO WI WATER~ft"'~ \\ \ 't>':- f" Il:... '0' ~ II '0' 1-- -- 1,- _ LL - - l) ~") '> '~I t a .,. . , ' 1 liilf ~ CONC ...'0' 't>r/'. 1..---- - -+- -;! c,~ . '0") c,t) 13' 126+ J.99{C \ \ \ ",'. ., F" GRASS " "" ,~' ~ -;.t .~~ clC \ c" '" I CONC ~ ,;.' l_ ~ ~ ~ ";oC) ~~;~ 40.00 l(C) .,,-. ffhl (P2\\ I .. 05'1 v 1.@,. " ~ i' , WI A/C ,? ..' ~ ~~.. ~ b ,Q ... \ &7" Cl'....[l .! V I SERM .) .' I', ''1m , '~ ~' c,?i, ~ 'f..::JI f\; _ cps ' , ~ ~ ~F'lOWER B*-O) v .., " '^ ,_ ,. S85'-3,i"w (P2) _ .to _ ". ~. of' ~ , \ .. ,. " ..oCo., ,r .' 6' W,F - ...~ .. 'I 61 , 2S' (P2) -...'0. ~ 7CPt ~.~ Ib'" GlPs. '0' D,15" 15" tG; '>' ~ I' 6 ""'TER "", .. ". ,. GRASS ""'. . ~ ..".'.0 , "'''" GR 5S"': '" '" "" ~~ -'" ~ ..., '" '-" ,. '... "'''''''1''' \.::J mn A ,.. I @ RN (P~\ - ~ J't ~ il69,60'(Cr FCM +"X4' "2""" "'" 'T "" ~' ~ l/? 1 S85'-30'W (P I)t{) ~(( ) "'f ')-'t> '1 -p. N RIM EL= 6.03 rf'!Yll~ -:. \ ..P.!:!. - - - N66'04'23"l>sC CONC S!W '1M ~ ..,' IE (SOTTOM)~ -2.29 .,.' ,~ ... R'I! ...; - =- , 229.32' (P:!)', '" ,.~ .. (nLLEO WI W A Tf:R)'. oj> .. ,~ - H~ ~> le' n;~~w o.~" 1-.~' l-Q}"'~ 7i Q~ GRASS 'o-:;~ ' 'o'iT' SIGN <)' O. .. '. ,r..... 4' ,* )~. <> H" CURB .. ,,+ (SlOP I ""[WAY ~ SIGN -~ b ~. c,,' ~ I\Q\L't>. ~. \ 125+43,28(F) E BOUND / NO RIGHT TURN) ~ ~",:>c, SIGN (SPEED UMIT ~ :'> ..." ~ ~ ~~II . ~. ~?'1;~/ i E/P ~.J>~ '-SIGN 125+42.86(C) ....., ... (ONEWAY L JO MPH) ~":--,~ 1)-1 ,;.t. ~~'& SIGN} 'ot;>'1~ _ (LEn LANE MUST 4000 l(C) '0')-'& E BOUND) r ".....'t> C).,;; (LEfT lANE MUST \' " lIJRN LEFT)' ... C). I)' TUR/LEf'T) GRATE EL- 5.63 ~ 40.19 L(F) ~ GRATE El- 5.71 IE (S"VCP 5)... 3.16 - IE (8"VCP E):::I 3.34 IE (8"vCp W):::I ,JJ n'& ~ ~.~ ~ ~'" 125+00 !) 1_ + '-" ~CA\"USEWAY BOULE'0RD (P2.F ~\ _ _ I +fQ"J - - - 124+00 , I - - -;7' - N861l4'23-E(C) ~ ~'" ASPH ,0 /" GRATE EL- 5.54 IE (8"VCP N).. 2.46 IE (12"RCP SE)..2,;;'4 12J+79,3J(C) ,,0\'\'" ~ .,1' ~~,,:-" 40.00 R(C)~ . o..~'> :.. I.J.' """ ,,":> ,~ ,"> ...'& "0 f). 0..: SIGN '0,,:-'0' ~. ~ '\'t>,;.~ -' C). ~ { SF;~SlGN 11I1 b I (RICHT ~~ MUST ~~. f)-~ \ ".) ~EEO~)U""T Ie! ~, ~lIJRN RIGH $P<: 0\'\'" , ~ ~... '&t. 1'0' MPH ~ '12" /1>\. .. ~ ;::--:;-") ~~ ~~ 4)' " "C)Q". ~ ~ CA"'_'()'WT/~'" ='!; 2:-:r:.~J".b ::~,. ,.!>' O,;;.~ ,.. -R/,N\(P2) ..'" ~ 200.0'\(P2) C;Y"';" '0. -W (PAAI<INO r=:' (\ 't>. PERMIT ONlY) COLUMN- Ibt;>. (I) ,,,,, 't>':-' ~,~~ ~ I _....Ib. f)'t>" W" - '>:(-C\..;;:." ~'t1 f)t' C ~'~. ... .J/ ,C). II) ~. ~ I<') ,'> I .,'Y '0' .- '" ~").. ,I) ~... lb' -CUI''''' ~",6 '" ~. fil 12. R/W (De) -- R/W (011) ,8 ~ Q. GRASS II N'~ No..~ a. - ""'lcJI'-' o en ~ d -.t. ... I " -- b :t z 8 (1/. , ~ e g- ~/. J 8 I" 8 ~ g. g g" ~ ~ ~"ag g- o:;;, 6 "' \1 't>~ ". ~ .... g. S c)' +~ ~~ ( CONC ~ c-J e; ~ i2 o o ~I g. z (9 g- 0 ~ 8 .y\ ~.. 4)') to. ~. '\ () ro~ S g" 8 t ..p ~ ~ tlb' ~. ~t{) .- S @ N RIM ELlS 5.60 IE (S"VCP SE). 3.03' IE (6"VCP W)aa 3.02 J ~ ;;:. ~ TBM II 7 BOX CUT <D NE COR CONC A T FLAG POLE EL = 8,08 10" e g" e 8" ~ g" e 9" s g" e 12~ e 10. S 10. S .- Q' - ~ N'2 0- ~ 3: '-" ~h n (J)~ t<) ~;... . .I:t g t/' ~ ~ J Nf)- I ~ I COLUMN (TYP) ~ (1.5' X 1.5', 3.5' H) I 8 ~ - .h - I m I CO o .. It en It .. S1CH 15 MIN PARKING ~ S~ .?d~ ~g ~ lil Ib'" ~ CD /' 0.- _ _ 'it)( 0 " /' ~ \. - ~ ~Ib~ ,",r~ ~ - ~ B /' 0 g,~ ' SAND ~ ~ a: nO" 30' (C) 10 ~ /' 0 Z , 8 'oC) a. /' s"... / 0 -- 0\ ~ COVERED PLAYGROUND S (NO EQUIPMENT SHO'M-4) \. , o ,,~ ~/ '\ + ~~~ "'COLUMN SUPPORT (TYP) ~~ ~ 1.3' OIA ~/ Ib"> f)' Ib''') ASPH CONC "\ Ib'''l' ~$ 'o~ + ,WALL (l.S' W, 1.5':t: H) ~. ~ ~ I ..t ~ ~ ~ ~ .,"fi ~ ~~., ~1b~~..fI. t:)'t> ~~. 1t>>9' lb' ~?r'7 (EAST SR ~ \.tr\ EVACUA TlON) ...~ f). E E CURB SIGN (STOP) ~'o lb' ~ ~. C: ~~~ 0' ~ .'i;f I..~ \I~ ,~ 40' (C) ,C) lb' ,") Ib' ,Ib... lb' ~'Y ~ t.. 4' lb' CONC 13. e ~") lb' ... toy ~.y ft>~ f). 't>~ ",<<::i f)' ~. "'"" JO' (C) 8 Ib"" ;So _ lb' ~ 10. "" ~ S " Ib' f'" ~ GRASS r.J 1 LINE "e" x:x GRASS "" lb' "J .., Ib" f J MA TCH '0":> f)' ~ '0' SIGN (ONEW"'" S 9OVNO) ~., .,. ~ I 1 SHEET G5 N GRASS If) ~ I- W W ::r: CI) =- ,'0 'b' ...~"" 1)0 .."" I +~. 126+00 1 ASPH - - It U It ~ ~ + 'of + N RIM EL= 6 2~l IE (a.vcp E).. 1:60 IE (4~PVC S)= 2.01 IE (8"VCP W)= 1.56 ~ o. '...' "" ~ """ "0 N ....., ....<JIl) ",'0 ,:.i.~, <,' <n l!) ....... o { w z :J ~ N ....., 't>' ~. · ~~ '0'0 ~' ...'t> SIGN c,. 'IJ' ~ ~. (PARKING PER....T ONlY ~. (;\ '01- ONEWAY E BOUND) J(C)~\" ~~7GRASS <e> 8IO"'t> N 86"04' 23-E(C) 1118.80 ,~_ ~ - - ~ · 7 '\.,~~~~'\. diiJS ~.\ C)') ,,'0 ..p l)' p:!...::! c,. .~. " c,'Y ,'t> 125+79~3(C) foe,. 40.00 R{C) ~ t;;)'t> <)' + <:>~ <" + 10 20 --- ,,>' SPS ~. ,,:'> .f:J ~., SPS- ...., 't>' '0' 't> -- ....... ~t J'iQ.\@l -u- 9"~ S8S'-30'W (P2) ~,y -~........ .,:> \ ~50,O' (P2) '?~"';, I BUS \ STOP ")0, '?' 40 ~ <,,,:-'t> \ E/P ~ 6" CURB RICHT ~~ (l, ..4.. CONC s/W MUST lIJRN RICHT) Ib' ~.~ @12. ~ $ ~'O" GRASS G to;r - ~ RjW{P2) - - ~ I ...... I U o u. \ , Cl Cl Cl ...... I ;: "PI-U:c.:. ~ RJ cO co lO co C fQ .., 'Q cu :II: ., "), + I 5 ",PAC[S I I I 12 $PActS 0,' .,. ... '" ~ + ,() ~. ... I " .,'Y + LAST DATE OF SURVEY FIELD WORK, 110411999 SEE SHEET G-/ FOR SURVEYOR'S REPORT AND LEGENDS SEE SHEET G-2 FOR HOR/ZONT AL SURVEY CONTROL SEE SHEETS G-3 TO G-6 FOR MAP OF SURVEY DA TE SIGNED. 1- S.....,,, THIS SURVEY NOT VALID WITHOUT THE stl~,ATURE AND THE ORIGINAL R""O SEAl OP 1 FLOA'OA L~EN" Is RVEYOR ANO MAPPER. ;/~~i)wv( ROBERT c. fvRIGHT. JR. PROFESSIONAL SURVEYOR AND MAPPER LICENSE NUMBER LS 4965 S TATE OF FLORIDA C\ :K U M l!) ...... co .... M C\I ...... .... ? .... M N ...... en OAAW"-E ~. l~s. RO , ~el<ED rIA S~ ~ SKA - CS C o.e'/J '- RCW PREPARED FOR. FLORIDA DESIGN CONSUL T ANTS, INC. ," ENGINEERS, ENVIRONMENTALISTS. SURVEYORS 8 PLANNERS 2639 McCormick Dr. Clearwaler FL, 33759 Tel. (727) 724-8422 - For, (727)724-8606 Certlftcote of Authorfzotron: LB 6707 State of Florida SHEET DESCRIPTION, ~m ~ lit t;3 ~~~ <:j , Ci\ ~~~iJ ~$' rDe JOI NO. 231-01 CtTY PROJ. NO. 98-0/70-CM rlt'lO 800K NO. . PAGE 626 I 1-20 627 I 1-37 GATEWAY TO CLEARWATER BEACH RIGHT -OF - WAY AND TOPOGRAPHIC SURVEY crry OF CLEARWA TER, FLORIDA ~- Qh,J,(w i,t...,,1 'l',~.: .~.. _.~_ :;,~'_.i..~]:"... f!I-. ...!... lIII"l' , . '..."" ,:,;,,~ '!II. ., .. r. '.. M~,;~".8 --'~,,, 'm;~ J~' "~""... .'"'14,.:lit....~ I a r,.-',.. '... ,P..... -A .~'"..,<IIi4liiF.~ PU8UC WORKS ADMINlSTRA nON G-3 DATE. 12/30/1998 SCALE. I" = 20' NO. DATE REVISIONS 1'( Q<: a. ~ PARCEL , 08-29-15-02592- 14 t') C) I- W W :I: (Jl I m It - Co. ClJ .)4 u ro en " "" , u o lJ... m m m ... to ... IR .- A$PH ..."> ~. ..'" ~. ... 121+00 .,' ~'- , ... ~? ... ..l ~ ~'!' 9Ia"~ ~ ~. . , 01 :s "0 . 'or;' t!) ... o ... M ~ - o I "" M C\J ".., Vi ;AN #.~, SKA. LCS. Rf H C~(D tL j , ,'- .17- ~ RCW N86"O~2~E(C.f) -v- ~ ~13" N86 O~2jifE(C) 585 -30'W P2) e> 1 " 9f- - ASPH " o to o c: ro ""') "0 ~ !"-" ~, ~. ~~ ... .,'" ~. + ) ~*' CAUSEWAY OR\VE (P2.F +~. ASPH + ~'" ~. - ..... BASEUNE "3" - - +!\. ~~ 128+00 - - .... - ...~ 4:.' ... N RIM EL- IE (8"VCP E).. IE (6"VCP $).. IE (a"VCp W)- 6.70 2.49 2.66 2.59 @ ..*' 4)' + ~r)> 6" CURB ...~ ~. SdS SPS i)- ~ ~~ b' ...~~ ~. q;> .'''- GRASS (i9) _l:_ .,f) ~. Q~" 9" 8 @IQ"~ - - + f;)f;) f;)' ~ ~. + ~ f&'Y ,,'" ~. -v- Cl TOP EL::r 6.69: 1 IE ('2"RCP SE)- 3.99 ~f cx ~~- ~. ~ t't. f;). U" RfN (P2) @ ~1a8d{cf - - 876.49'(C.F) CONC s/W @" ... 4:t".:' ~ . 6" CURB BLOCK "c" BARBOUR-MORROW SUBDIVISION PB23, PG 45 I \ \ - , \ \ \ \ I N LAST DATE OF SURVEY FIELD WORK, 110411999 SEE SHEET G-I FOR SURVEYOR'S REPORT AND LEGENDS SEE SHEET G-2 FOR HORIZONTAL SURVEY CONTROL SEE SHEETS G-3 TO G-6 FOR MAP OF SURVEY CLEARWATER HARBOR (P1) o 10 ~ 20 - : 40 I f'XC 159+52.22(F) 20,58 l(F) \ 2'1+4S.39(C) _ _ .1'39.94 ~(C) -- N89"2S'37-WCC) R/'N (P1) -- 212+ 65. 29(C) '135:95 L(C) -- 466.72'(C) z 9 t-JtJ ply (]I . OJy """'f. g~ ...... e """= :)AI"- ........ ........ €'I €'I 21t+41.76(C .!:..!:. m.50 LlC) R/W (P2) S89-:lS'37"E(C) 212+ 74,68(C) ! 9.54'(C) 0.-88 L(C) , RfN (P2) S02"51'04"E(C) ~ _7 ______ 6.2S'(C) 2'2+65.32(C ~.88.J6'23.w(C) 107.39 l0 SEAWAll f(2' WIDE CAP) R/W (011) 212+ 75.02(C) ..~ A 100.83 L{C) .... ~ ~ ~ -1+--__ ...~~ t>~ 133.165' (P2) ~ iE ;... ~ ~ Z €'I FACE Of' SEAWALL f (TYP) ~-';;;;-;;o;;;;___ e" ~' .,~ '\. ~ b~ / 211 +4~.84(C) 63.05 T(CT ~~ -------- q/' '\. 1-v- ~. JIll" '0. ".), ~. ;9. \t <S'^ v. ...... 4- ~ ~ rs,~ (g~ ",>"> ...<) ~. w ~ GTE VAULT (1.S'X2.5') d VAULT CJ 12" (2'X3') e (j) (,.I I ~ ...~~~ 212+ 75.61 C ..'> I I ~ + 78,61 [, f> I <::s q,~ IE ('5"RCP 5)- 8.'h~ ::"ORAIL .'~ i/tj:.~> ~j 4=l (3' HIGH) ,(). +," II ~ ", "f;) ")<) <0<) ~ '\,~ ~f;) <J" ~() ...". ...'\,. ...'\,. II ~ + "> '\,"> ~, ..."). ,,'" ~ ,'\I ..."). ~~.......: t I ,<:l' ()'O 11 ~c, ,,<) ,"). .....':- .,,~\'i>:: ?" I IICONC S W,." ".,. ...lL... ,'\I .....,' ,I. I ,,<\ ..';0",,0, 'I ~ III CONC CURB .,';00 t 12,91 ,'\,' " ,..r;i ~ ' CI TOP EL- 12,69 'I (.n I n IE (1S"RCP N,S)= 8,64 '~~9" OIP (WATERMAIN) 2 212+8773" (g"~ III (ATTACHED TO WALL) . roo ~ II CONC BRIDGE ~ III (2 WEST BOUND LANES) 'I ~~ ....,oJ' 1/ "::;'- 16~2}, "V CONC~MEOIAN SPK &D ,c,,?O e" El ,,':' + CRASS ,\1"- + ~~ ~~ + CONC RETAINING WAll WI HANDRAIL I \ (WALL - 0.85' HIGH) I 16- DIP (WATERMAIN) reA TTACHED TO BRIDGE) I \ .t.'i>'\, ~"" ". ()f;) t>. ~., t>. ,,":I f;)' ,Jo '\"" ~. f;)' ,,'r t> ...~ '\. CONc S/ly ~*' ~. ,,<) o. '" ASPH t>() ". rJ' ~ ~~ ~' ii 0") ~. + ~4' t>'t lSIGN "c, .... ... c,":I <0;' ~ I 1 t:' <J - ~ ~ ,,0 ~. .,"> o. " ~ ...<)'Yo ()" ". ... ,<) """. "C) 0)' ~ '-" ,," (). " 12" 9 TYPE F' CURB ..9...) '..9 /. Co ~ f;)'" t>. 12" 9 @ Gl TOP EL- 6.13 S'2" IE (15"RCP $)- 1.90 IE (1a-RCP NW)::a 1.78 o 13" c.:. 13" "C1 t>'J S ~ 3()" ... 1- a 12" c.:. 211+00 a "C1 12" I 212+00 z ~~ z9; ::>< I~ <>>c, t>. r ,," + 12" S "c, ~' ,,~ + 212+03.47(C) 7.78 l(C) ASPH ")~ ....... ~ ~~ c,~ ... ...'\1 BRIDGE ABUTMENT .,0 ~ ~..."). ~ e ~~ a a: 12" a .~ 'O~ + ()~ " + 287.73'(C.F) <\f;) (). " <0<\ ....... 'O() .... ... ,\' + -I N88.4Q'OO-E(C.F) @'2" ~f;> GRASS + - BASEUNE "11- ~ ~ ',J"'? '0' 4:.' 'c,. ~() f;)' '09 SPK&D ~')... ~ I\) 24" 10" ,,~ 10" ... g i'. S 8 +0 ~T8 i' rm :z~ \. 201+13.14 BASEUNE';:1,,!t ~ ~ = 210+00 BA~~UNE '1f11- a m a S" S13" alO" t.. tu . I ... f;)!'- .,0) (), '" ':)l+-JI ~...)o^f;) \. 11 c)' .; ,,>~,> IT II ...",,'?~v i'. ,"",,")' ,...' 'I g ,'10- A. 0< 'I ~ II '''~ 'Q ~.g. V' ASPH roo, \1 8" CONC BRIDGE ?09s;~?~ (~~ 'B. ri~'''' \I (2 EAST BOUND LANES) so~~ CI TOP EL= , 2. 78 'I ~ II '0 ~ E '((15-RCP .N)= 9.17 tl::3 II ~ o ~\, ~~~ ~ c,.,'" TYPE F CURB"\ ...,,'Pc, ,,,,,1J "' "'~'Io-<\ ...\,,9 II CONC CURB '.c,. ...J'.. - 0 ~ ,,~~~-;:o~ :,>"~N' f;)" tt\$'1' ,\9+'0';0 \I CONC S Iw ....,~9.,. .......,...'~-t"..."~ GUA,.,;'R;,L ' "~ ":-~ ...")'__ .:~ ^... .~ ,,~ ()o~ ASP'" ~ . ,,',~ ....v ..... ,(). , ....,. ,...... + t>. 16" DIP (WATERMAIN) ...~'o TaM N 3 <t ... \ (A TT ACHED TO BRIDGE) ... SRD DISK IN BRIDGE WlNGWAL~ ~'O~ CONC RETAINING WALL EL = 21I+~1 ~ \'6 WI HANDRAIL. ~,. t>'" ~ ~'>~ o,~~ 37.15 R <) ~ ~~ li"-.(WALL - 0.85 HIGH) +~~. '1$-1' F~C BOX ': ~ .\. l ~ IE (15-RCP SW)= F'PC BOX \ I t>. 0 c, \~ 0 84 :,') -r:---l. '0" .9lo 12" ~ ,.;;. (g' , t>'? ""'--,,~ -f;jt>7 @ ~ ~ \ 2'2+79.29(C) ~ t>. ~f~C BOX ~e v (9 ". \ ~ ()) 60.44 R[CY J;t (il) CTP ~ f;)' @l ~ ~ I t 0 Y ~ - - --- Y. 19_ m t>'\. I ~ " J1 L ,t> ~ ~~ ~~ -\; I :~ ~ ". '\' I ,~~ ,,'" '\~ " ....... ", ,," _ _ ~ ". I 1'0.) CI T< P EL= 7,30 ~ f ....... IE (1 -RCP ~E)= 3, '5,,~ ) I \.,~ 12+8110(C) \ S86~2'08-W(C) 1'" 100,4( R(C) ............-. I I- - r-" ~ R/W (017) ",?O) I ~ ,~ I (/) ~ 212+8t.13(C) ~,,~ '\. 0 U 100.62 R(C) ~~" ~ ~ (") OJ-..J o ."'" z UVl'I N RIM El- 7,13 (") 'I" IE (BOTTOM)= 0.02 VI me fULL OF WA TER ~ '0 212~2,94(C) "f - 140.J5R(C]""" '\~" ~ '0' + 12" S ~t .,'0 ,. ... . <D <..) 5 u f;)'i> + ...~ ,(). ~"" 10: g I Fit ~ :t 9" .; w in@; I ~ r I E ..~ Z ,,"> , t:' ~. ...":1 ~ > p ~~,,~ ~ ~ g U ~ ~... ~ ". Vl '\") ~~. ,,~-O- t@ 200+.38.4 C P' . """ ~ ,,";of;) '0' 34.90 l r~ ~ N '0' ~ ",,,,:-'" ~'t. '0"') , 29+ 83A'4~C~i\..'-l .3 ,,'" ." ~. @NRfM, EL= ~~ 7.07 .0, '0' 40.00 l C .! 4:t.... rEf 5"RCP N")' 1 84 ,,7 1 ~ I-v- ";T~... '^ I 1 "", fOUN ONC 9" '0" '0' 0 ''o'?' IE 15"RCP SE):::a 4.13 129+14.81(C) ~SR~' ARK'e:~ ~ J 'o~~Io... .38.3,299' (P2) V40,OO L(C} ~ ~ ,,'" #' ~ . ~ '- CURB RANSITION ,1' ,~ f;)' ". .. 6& - - J rr;; N" 4:t9l~ rI*FPCPS ~~ .,'" gr 4' ! ....J - ~i'l./~ "1{\ V' !\o rz--:L '0' ~ '0' CONe ". ~./":" fPO ~ &,64 4:t!>..." f;)~ ~ " ..:- ,....~... CRASS ,,~',,~ l 6,61 f;)~ ~ '0' ~. S!W RAMP '\. N RIM EL... 7.32 1:-'!. ,,$>" CONC s/W r;. 55 - '-OH~~i>' ~~ IE (BOTTOM)=- -0.56 ....~" - ,_Ot\W ~!l& '-'L-- iJ1 '0' ) 'Y ~-OHW - ~ ~~T ' ./ FXC ~. CURB TRANSI110N (fiLLED WI WATER 1~'b ,,"'ASS - - i: VALLEY CURB 1'2'aHl,66(F) I il E/P .Jl- / .. q,'o o. 200+J7.39(F) 35.06 l(F) 36.76 l(F) ,,-:; '0' ",>0 + ~ 129+83.24(F) 39.00 L(F) 130+16.49 BASEUNE -3" ~ - 200+00 BASElINE "10" '" -I 1JO+OO SPK&D + 10" S ,\" + ~<) "", ~. rl~ ,"" ~. "I:f> + ~... ~. tJ' ~. ,'0 ^" ,0' ,.... rf to.> w ~ 10" a ~ .p 30" a ASPH ~ ~ ~. ' ~ Nl Oy\~ ~. ~'Y CO~CS~ ~v v ~ GRASS t>. :tI~ ~ ; ~ ~> ~~~~30'W (P2) "" ",' ~.~ ~ +~... .... S -/ ,o\ll~ n ~ /' \ 13"...... ~3" (E) "t "~""r~" s ~ ~ ,\,,:<" ~ ~ ~ m ...~ "" 'M> ~ f;)'" ". ~~ ,,~") 11 I 'I I t@ 16" ~ '0"''' ~ c.:. '\ . t>. !\o "(j t>C"1L FPC BOX ~'" ~ ~ CI TOP EL.. 7.52 IE (1S"RCA NW).. 4.57 ~ "t_ .-if ..! (g'" ", + ~ ~cP ~O.> l(lGl l 0," ~ +'" ". N RIM EL... 7.51 IE (BOTTOM)... -1.62 (F'lllED WI WATER) W" -o-~ ~ /J co. + ~ 1,f) . '4> 0'" 1~ 6" qURB "), ". rJ' ". ..4 " 'P' 11 SPACES_ _ .,~ ". + - -- ,," f;)' + - - 'of;) ~. - - RAMP ""\ , '\<) ". '~ [I ~~: ~t1J .~ ~ \........ N RIM EL= 7.17 CES ...' ,,<I' 0}" ~ ,.... ~ IE !6"VCP N)= 3.44 12 SPA . ~ ~ A .p ;:, ;.---3 ~~? , J !::f~ ~t ~:i: 1 \ ,,~'\. :.~~ TYPE F",'oCURB -t-'o')' t>rp."> ;..! \ ~ ~~~ ,,':- \;1.1 '1112' ~' ..I. ~. ~"""'- ~,f) 0 :F ~'" I. _ _ '-..J <\<) L " d. '!Pl ~ ~ CRASS"" 366.80' (P2) RIW ,~" 11" 1 ..." ",., .... ~ ,. - ,,? ,,~~ ~~.~O~(g~~- -; 'ofjl"':~ " ,rm S85'-30'W (P2) ~~- . ...~l -(l>) ",)1:~ ~~ ~~'~ 1fI~9() ,\9~,,> GRASS Q ,,0, -~ -v- SIGN ~ - - .,<) -~ <!'J ,Q.~ . T ~ ~'" ~ IO"~ ~. ,,'i> ,n.10. . '0' - (MARINA ...- - - ~ 1m (lr) +'0' en Q (g'P"Y ~2""C1 l~'cONC ~l.co' ~ 1 ..~ '- '0'":<" '0' Sl2 "'" t). dl) m y 4:t1' I '" ~~~. PLAt TER (~l YP) , .s:-~ li9"'- -e"~r~ <1' A Y ... v ~ 4.' (")~. 10" G .. '" ." \. ,. .y ,'~ c: " e .. ~S 5(023, t>'J (l) ASPH 'O-!' ~. ASPH ~ ~ GRAT EL= 6. 0 ~ Y -0- 5'(023) 0: 0 to VI IE (1 "RCP E)::a 2, \8 ~. J I f)~'O 9" \ e 10M '\ ~ a ~ (j) <)"> P. RCEL I 08-29- 5-15608- OO-Ci,1\IOO .L S :I' 9" 5 ~ 4 SP CE5 ,,~ ~~. foyr;'\, FPC 'EASEMENT (0 3)Jfo\e \, 4' ~ "".,..,. _ _ _ _ _ _ _ _ -, \0 SrAere:, I I ~ e 19" \ ~~ c,f ~ f)' f). ~ _ _ _ _ _ _ _ _ _ - - - I ASPH ~ Ei .. ".;t ~ ~.,.>_ _ _ _ _<t y- - - - - - - - - -.,.;'W(;;;') .... ~ ..p 1 PARCI L # (8F?9-15-15606-000-0102 .."> \ '. ~ l '" :'~-~JT.7 +..4> PARCEl # 08-29-15-;5606-000-01:1 1\ I j' g I + foy EL = 5.80 + , .," ~ + '0":1 '\. ... bf) ", + 129+00 .J "f;) 4:t. ~~ 4:t. + ~I ~ -- - rJ' 'ot> ~ ~. ~ hr- ~~ - -- ASPH ASPH -- ...-.. - - of) '\. 'o~ '0' + .Jl- ~ ~ t? ~'>~ 'Oy + .,f) 4:t. -- ,f;) ". .. '\~ ~ TBM # 2 BOX-CUT EL = 8.25 212+82 142.94 R E/P t>~~ lI( - - ~"> <4> '0' ~ g>t :'~,\'i>":I 129+29.3J(C\ ". - / 40.00 R(C) 12" - - fS- -0- -0- ~ <)":1 ". ",'0 ". q,rV \.... ~9 \Q.V ~ ....<:> --...; '0' c,""" O~ 4:t. // f.Q .J ~ q,V.J ~ .~ ~.J 4J" ~ .\"?' ./.J ~ ...") 4"<:> <v"f .,. .J rV -)- .J v V.,. O~ v ~ SEAWALL (2' WIDE CAP) nr ASPH -- '\,'0 '0' + ~ ~ ~" @ c,. ~"o f)' 350.0 (P2) CITY PARK SUSOI VISI bN CLEAF WA TE~, 8E~ACH 14SLANo, CL::AF~ WAI1T E~I, \ I I PB 123. PG 3 7 I I' 11 - - ,'" ~. ASPH 'FLORIDA DESIGN CONSUL T ANTS, INC. , ENGINEERS. ENVIRONMENTALISTS, SURVEYORS 8 PLANNERS 2639 McCormick Dr. Clearwoler Fl, 33759 Tel. (727) 724-8422 - Fall'. (727)724-8606 C~rtlftcate 0/ Authorization: LB 6707 Sfcite Qf Florida -- CITY OF CLEARWATER, FLORIDA PU8UC WORKS ADMIN/STRA nON PREPARED FOR. <\'0 c,. .AI~ (.,I I ~~!J' ,~ q f' -::u i <:;r ~:~ ASPH "1' .,. + 10 ,>f + F t-OR/DA 1 I I 37 SPACES DATE SIGNED. {,. S.....1 q .,-, SHEET DESCRIPTION, ~J}1 fI" /t~ ~ij~ i C:j , ... i ~, ~_.~ ~TER ~ >Ilor-'~ fOC JOB NO. 231-01 CITY PROJ, NO. 98-0170-CM fIELD BOOK NO. . PAGE 626 I 1-20 627 I 1-37 DATE, 12/3011998 SCALE. I" = 20' G-4 THIS SURVEY NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEA ~OF A FLORIOA~t'('ENSEO SURVEYOR AND MAPPER. ~ A_. r\ /' " II~~.. ".1 \c~ ~\1 ROBE~fr C. WRIGHT, JR. PROFESSIONAl SURVEYOR AND MAPPER LICENSE NUMBER lS 4965 STATE OF FLORIDA GATEWAY TO CLEARWATER BEACH RIGHT -OF - WAY AND TOPOGRAPHIC SURVEY NO. DATE REVISION' oe BY