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Page 5 of5 Pinellas County Property Appraiser Parcel Information http://pao.co.pinellas.fl.us/htbinlcgi-click?0=1&a=l&b=l&c=I&r=.16&s=4&t=I&u=0&p=...1/2512002 fl. '- ...... .~ . 1:,":::CW ___~_~____"__ P!,jt.;:;~ 2(;"''''' ----~_.-----""--~-------.--- --'-- -~----------------,------~-_.--'_.----- ic-R.::.,^, -.--- P,~."lG ';5" '~' ,'"j, 8E ABliJ,::;y,,[:);, 7 2'~::; REV.NO. DESCRIPllONS f' ----"--- :S~V-, -'i I' *: t,- ' DATE EL;;oS,S2 Rt...'P ( l1'iV ::;,c:p -'Ii ,~\ f' ~ . DL.~"'(' ;-v;:" ~ \lI! ., KLV(~Uw D();:~;'; 'p"<', ~ , , off"' PAllo' C~ / :.2. iOF E_='7,2" " ~~'~J!~:5..:_~^..:;.~.~...~;.~~-.:~~:,.~...-"~...~.;:,..,,...~~~.,,_~:....;;..;;:;;:;;c :-!::\': <;-; .'w"'_ ~~: ,-~---'p.,~-- '2~ FALlA 10"PAl..!lA4 13" PAl..M ~ ~ .".,':::5...t. .i.r, P~>AQi..:[ ~ <) 1> GRASS // //'e -;..C /"'~9. OAK 't /,0, ><>/ / ,,/ ~// // // /~/ .// /-'// /,/ /// / ./ ,/ / / ,- / / I "/ I '/ / // / , , / / r PALM ~ e' PINE . d~ /J\ 2/.' -'------":'--..--'-.-.--.--------.'" 20'W ... " ~- ,- :- r' :~ !.. b, ~ :; ~ (; ~ ) j,j ~ '" ~ \ ,J" FALhI : ;"''fi/ ~---I-- ______ , v i ~ ~~ ~~ .. I !FC_",.,~ ',.' , 1 ~~~. ____~-'"\'\-',~., I .I., '1 \ I r'~ 'I t ....\ I j~.: i ~. 'I f ) ef/ & ,c,- ! :~i ~ 1 ~ ' c;i -,~./ 'it (f, -' ~ ! I . :''' sr:: -------L~Jl.--~t,----"'-,-----,l- f '-'J i i L__ I :""fii ~ ) ~ i \ i ~ "'U i i , <' " '~ <'lti ><1 , ' " I ;, ,,1 rc- ~ ( i ~ {'> l j ,,1 i ('; 1*'1 ! : ", ~ ) < t ( i ()('\ \ I :~I i il GP/l,SS 15'~\ '*\ .,-r"''''''':--''',\ I ,5 ( I ~., /.,;;-, "'^ '-,,-::: '-, , '" ,-' :> :?i<-\:t [_",,5.4-n. -2' 1'i:CF W!1-,v....3.5-L E?' S>-,::'j .: ". ::-" :.--~ Sd, -to, S:.,,;::o I,P,~=_~ 8'~'- - :7 -uP E" 25 2(: (,_p" ~ 1\..' c. ~ -=. :-4' ,::..........------ C,J..v~ :'\-..::,:::2.17(1 .: E'" ':.~pv VI ',y E.... =- L-!J.e~ ...... "'fJ . /'1 fiM ::; ~, '~-~~~d~--~..-c~\-... ,-----,~-~---,: V-.J! I' s:cq~,/ SE\/-r't:R ~!,l.:.,~.,L~C~J:. , . ' OJ I .'SA'~-"-A,~vV :>'::iEP VA'r~~: ~-------~---~o.,> -,-~r __E.I.. ::. _29 2~~ ~ >r i " ",<. S "'; t" ~ IE:co '~ ,'~-~~._-~._--,;-. " e""/ J I IA''' - .~~~~~=~~;~::;~~;L!1--_---ktt-~-\\r-~~--',-.--5W,- :!: j'" I WJ : L BACK OF SIDEWALK , "\, ~ - (~ "'",,, L() ~"""_"'-"", ",. '....',T"....'....,'....',".'__.. _ ~ ,,_ u ,,_ .__ _ '" ~ ' /) r L/~-~"'::::: ,2""-~=2-.~-== ~"..- ----------------_._------"-----=--------- --- ,---, -, / ~ . .' ,::.:=:;-.::.;>/ '; G;l\8" 0/0( ~ /. ok ..tot 'h... 19' ( .i '* , / / 13" 0/0( i:::, ~ I "'> 7" PAl.. .~, '11': . '" c '.. ,<;';;~:>~~LOC~TE ;;~GRASS-~: R~:6cATE ~ e' ALH ~~:'~ALM ~~~11TEI 5 e' ~e" 18~ r /,/,.,,/ TREE e iR.""TCY, . TREE I I I '0,': <,J) ,,/ ~ I 1-4" OAt.; \-/~'-"": T,J.,c 'fi' t' 12' OAK I I I I I I ~I I 0 I I ~04 /..../ I ~ I I ~ I 15, : ~I I ::J I I ~I I I I I . w------J L J -()P E~ = 28.55 :: 4 R :: F' ~~ i N \/ ::~" ='. L' .:: , ~-::; , ;----'---'", , ~r"X30" RCP ::E E~ = 23.4-5'; """" - -.-,- -~- ,;"," ~~~~~ 8" ~...~.......~ ~~ ~~ - - , ....... !PII!:..II!...-~" ~...-".~~,..,.,.....~~~~~~~ 2G -- --- . ---" ------- - --- ~- ~ --- -----~.,- - -- ~> 5" -----------~--------,,--- :;:-c,.~',:'+" -------------.----~,________._______._____,____________~____~________________________.____ -: 5'" RC-_' _____________________ ----:,~;:;::.r'-:"-';:::- ---_..._ r--___ ~,__ -~_.~--..),...-----"- 6".~~,9" OAt<: e 4...e~AK ~" g" OAK '.0 e 10" OAt< t9'" P AlU off / / / / / 14" OAK e R.' <E; / "'// _..../ ~ GRASS ----;::./// //"// // /' .~-,/~ ::;O!-.,.C~i\.~ L:\~~ P,L~f< ,'" _0 DREW ST. ~-CPASS~ GP_A':;::; PO~C: :6" W ~."; ~-"', ,.' . ;'" <C /-'016- MAPU: ,'" ~' f< '" '* 5' PAW ;1'..','" OAf' Lie '------ 8[~:::": g. p~ e- PA.L~ 4 off ok-if'o' PAL. 10. '~l~ 22~ OAY ".5"8',V>l>:~ . - ,,' / 0 ---~ ---~-~ ",;*~'~6 u~~o~ 12- FALM -if e 10' PAUl*- ,,--- GRASS ..-/ ---.-,,--,~~':i-i--,,-'-'.iTi~-:;'w .~__.~~___~_~~ ..~6"W---~- 12"",; --'-____,_____..__,,_.__ la~ 0"'-'< , i' 0Al< .P 10' oM'-' - - - ----- --'--- -- -S";iD"cg:-1 ---- .G. 'e G) e 6',7",'0" OAK ~ ;;:>....~ --=..0: 10. OAX W _'t...., -- _ _ ~ ~ e <! .~~ . """"di'''''''_'O'_-,,- .,.,,-r-- -~_._,-----,__- ,- ._.~, "._~~__._______, SEAL SEAL Zi~ OAr.: e ,~ _~':,rr;;~_~~~~~_~. .,.,," OAK e e e ." -~~ ~~~r..;i:.::::_~;.(. ~;,t.:~:~;~ SITE PLAN AA0002667 www.mckimcreed.com E80006691 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 o NORTH o 40 , I SCAlE FEET /,e CONTROL VALVE/ CHLORINATION BUILDING .) 8r~;C!-i 6'.6' 6' $" ~ & & ....<1;~ .. ~ STORM c.e o -, o 12' '* & g.: ~ I, I: , , ~ , I :~f""A" u~ "Ii' .........- 'W Ado~ :a..S CURRENT ZONING: DOWNTOWN DISTRICT (D) BUILDING GROSS FLOOR AREA: 961 SQ. FT. 2000 RECLAIMED WATER SYSTEM IMPROVEMENTS CONTRACT No. 2 CONTROL VALVE/CHLORINATION BUILDING CITY OF CLEARWATER OVERALL SITE PLAN 0135 fJL ere #2..... DATE: JAN. 23, 2002 SCALE M&C FILE NUMBER MCE PROJ. I 0092-0069 DRAWN DKM HORIZONTAL: DRAWING NUMBER DESIGNED MAC AS SHOWN CHECKED MAC VERTICAL: C1 PROJ. MGR. MAC NA eTATUS' REVISION ) ORe SUBMITTAL -, - __ .._.'" u _._. _ ..._~._ _ _.H~ ,__,_.' . _._ _. __._ ----._----_.~---- ...--- S,n\~\jiT,!'...:~Y SE.'/JER ~...1,::...,i~i-~CLf: o KEYNOTES: BRICK PAVING TO MATCH EXISTING IN COLOR, SIZE, & PATTERN ON 2" COMPACTED SAND BASE ON COMPACTED SUB-GRADE, SUBMIT SAMPLE TO ENGINEER FOR APPROVAL. MATCH EXISTING SIDEWALK GRADES, RELOCATED CONSTRUCTION FENCE BY OTHERS, ,~ 1322070.15, E 397550,27 g~y-r-,-C\~ ~~ :::; 2-: .39' o . I~ ~2 STJRV SE~~~ ~\~OL.~ Tnp EL = 2.:2.1,21.' CONCRETE FILL ffi o o o 0) o : .3220i .3.3.4., ::: .3.97623..S: -~CP C=i_ = 29.65' 2;.1..." RCC '~-jV' El_ '=- 2.j.!+I~;' " 'j",-.<30)' R':,~? S~ \; Ei.._ .:~:~ 2.:3.LS' :!~YI Pvi(=: S 1,1\ E,_ = 2.6.:.::3' ~:_!_~:PHC::<~ \,1/-, J~_=~ NORTH TO;:) :::L ::;: 29.;8' EXISTING CONSTRUCTION FENCING TO BE REMOVED & RELOCATED BY OTHERS, BOLLARD, TYP. REFER TO DWG. A1, LOAM & SOD ALL DISTURBED AREAS 4" CONC. SIDEWALK, SEE DETAIL RTU ANTENNA, SEE E-8 Tt.L.EP~-<)r-~ E Be>< ~30T1C~~,.A EL_ ~7:: ~ 8.93' o , I~ ~2 -, .____n __.___._~_ _._ - - __ - '_ _"H_ __ -- --. , i (' i \...1''';; -------.-------,----~.---.-----.--.--------,---,--- ~j G' - ~ ,.c:._ - \. ---.- ------~-~----------~.----.-...-------------.----.-------.--------~-..----------------.-----.---------.-~---.- .-~-----.-.--.-.------.-- ----------..-------------.-----------.--- ~. ~ .:-' 6/,/ ---- DREW ST. INSTALL LINE STOP, CUT & CAP EXISTING 16"WM UPON COMPLEllON OF CONSTRUCllON 42.0' 2",\' ~:'. C:c:. ~c;,,:..~~-.- ~~c:'-,.~-r:).'-' ---..-.-"--------.--.----------.-..-..--------.------------.--------.----.----.-.----.-.---------.-------.- --------.--.,------- -_._----_._----~.- --..----------,------.-----------.---.------.-....--.- ------. .._-'--._-_._-._--------_.".._---_.~-_._._----------- \A/... l,C'L_== TUP E_~~_ =-.:= 29.2}' 3 0.40 YO, CONC. MIN. (2500 psi) CONNECT TO EXIST. 16"WM W/TAPPING SLEEVE & VALVE C' \J ---------.---------...----.---- 24'S:1 -~------ ..:." r 1,4 'J \.) :-:_ ~<~ ~ :E:'~ cr; .'::..: a:= 5: hi\; S:C;:~':',__ 5C/ ,-1',,~v, .--.-.---.--- BOLLARD DETAIL , ':;'-1 ' , ~, -'\=:.~ \.__t.l-~C.iR!C;':.L \/p\:,-,:L ~ o~< COhC' P ."...0 --_._---_.__.._._--,,_."""'""'....;;._._---_..~----_. -- 16'\'V C; _. -z, (\1 ~_,-, .-- '../. V 6" 10LF 16"- RJ ---- (DI}r:WA TE~----- /; / / / ~ -~.' NOT TO SCALE F---;T:< :.LEC:'R:C '/ .'-\ J '.~. T -.i k . \.~ - - _ jWORK LIMITS ;"i' 70LF 16M_ RJ i (01) WATER ~, ..;, 2: ...... o r..: Lf) -'-'C,p t::__ = 29, );'" I~~~=::'j ~.'~~C,;1:) 5 C Q ._--;,c~I~...A ~ ,_ .= / 1'3~ <( ..J Ow W> 0<( en o .. 6' ... ... ."\ , - ~../ ~' s- 20LF 16M_ R/ _ (01) WATER _ _ . .' SAWCUT OR SCORE 3/16"W x 1 1/2"D CONTROL JOINT 1 /2" EXPANSION JOINT (MAX, 30' INTERVALS) CONNECT TO EXISTING CONNECT TO EXISTING 103:i: LF 16M (Dt) WATER ~ 1/2" CLR. 6x6, #10/#10 W.W.F. JOINT FILLER {"(;"'~ I I f""t'.{'\ ! ....,..I_~; -r---~--u JC. I: i-:--------- --~--..~-- ... ,- Gf{;~SS 142:f: LF 16M (01) WATER ~ 16M - 22.5~ JJ ~ - - - '" -HORIZ. ef:li~ 6 (TYP. OF 4) \ , .._h St~'JC- WORK LIMITS .~ : . ,~;,,'. "Y.~ \...~'.--', :... '.j.. ~,~,' .,~. '. -~. ,....:..... .. - .. ;4" 3000 PSI CONC.".' . . 4" COMPACTED BASE .", a". . ,,~ .', .. ~. ,,~. ..' ..t'". ....; .' I' X' . . ,,~. ~ --." .,"", /......',T 55LF 16M- RJ : ..... ~Pl) WATER . I PVC FOOTING' DRAIN 16" - 22.5!b RJ HORIZ. BEND (TYP. OF 2) '~' or" f- " 'c, t;; t3 ~ , ",' ','" ".,',1.' XQ~. " " WlL..CI! 59,0' '/ 7 I 1 TYPICAL SIDEWALK DETAIL , NOT TO SCALE ;tt WOCl Dt~ Sy~ O~ tNttlc Stttl F'lltt fJOSt R F' AtI (tYfJ ) lJR1C . NOTE: PROTECTIVE BARRIERS ARE USED DURING LAND ALTERATION AND CONSTRUCTION ACTIVES TO PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE. PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREA WHERE LAND ALTERATIONS AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERATION OR CONSTRUCTION ACTIVITIES, A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR WITHIN THE BARRICADED AREA. THE FOLLOWING REPRESENTS THE COUNTY'S MINIMUM PROTECTION BARRIER SPECIFICATIONS: TREES- TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLlNE OF A TREE, A PHYSICAL STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OR OTHER SUITABLE MA TERIAL, IS PLACED AROUND THE TREE AT THE DRIPLlNE. EXCEPT WHERE LAND AL TERA TlON OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE DRIPLlNE, THE DRIPLlNE OF A TREE IS THE IMAGINARY, VERTICAL LINE THAT EXTENDS DOWNWARD FROM THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND, SEE FIGURE A. BARRIER SPECIFICATIONS FOR TREES: )!-,,: ~~,!'c C'l~~">:1 '--~r--~ U ('1~; ,\'] LIBRARY UNDER CONSTRUCTION ~1 EXIST. CONST. FENCE .D r-.0~ ""-U"; SITE LAYOUT PLAN ~ ~ " ~ FOUR CORNER UPRIGHT STAKES OF NO lESS THAN 2" X 2" LUMBER CONNECTED BY HORIZONTAL MEMBERS OF NO LESS THAN 1" X 4" LUMBER; OR UPRIGHT STAKES SPACED AT 5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY SILT SCREEN FABRIC OR MA TERIAL OF COMPARABLE DURABILITY, SEE FIGURE B. r)" C~'-":',SS S T :~: k: '-,'1 ~/ ~ :s: 1'=20'-0" y'y v TRENCH BOTTOM SHALL BE HAND EXCAVATED TO CLEAR PIPE BELL .... TRENCH WIDTH MIN. = l' + PIPE 0.0. MAX. = 2' + PIPE 0,0, I Sheet floe Z 2 Bales of Straw Staked Down ~<<.. ~C5 ~ 0- ~ -<:::- C5 r-v-c..., ~<<?- NOTES: 1, 6-INCH LAYERS AT 100% MAX. DENSITY PER AASHTO T99 UNDER PAVEMENT, OR MAX, 12-INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND, 2. CLASS I, II OR III SOILS 3. CLASS I OR II SOILS (NOT A COMBINATION) Wire tie 2"x2" Stakes 1 1/2M to 2" in the ground 8AC ,.",:',.': ClYt ~F'lll ' R F' A~ SILT FENCE Il'tR ~ COMfJ A8RIC ACt o to Single row of bales of straw to be placed prior to the start of rough grading, PLAN VIEW NOT TO SCALE w z ::; Cl. Ii: o w Z ::; Cl. Ii: o w Z ::; Cl. Ii: o w z ::; . '" ", SILT FENCE OR MATERIAL OF COMPARABLE DURABILITY 2"x2" WOOD POSTS NOTES: 1. DURING THE CONSTRUCTION OF DRAINAGE AND OTHER STRUCTURES REQUIRING EXCAVA TlON, THE CONTRACTOR SHALL PLACE STRAW BARRIERS AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF SEDIMENT TO POINTS OUTSIDE THE CONSTRUCTION AREA. THE STRAW BARRIERS SHALL BE PLACED IN ACCORDANCE WITH THE ATTACHED DETAilS. ----l.J . '" FIGURE A FIGURE 8 Securely bound bales required for durability TREE PROTECTION DETAILS DUCTILE IRON PIPE TRENCH DETAIL ANCHORING BALES 2, THE CONTRACTOR SHALL PROVIDE SILT BARRIERS AS DIRECTED BY THE ENGINEER TO CONTROL EROSION AND SEDIMENTATION FROM TAKING PLACE OUTSIDE THE LIMITS OF THE PROJECT. THE SILT BARRIERS SHALL BE PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS, OR AS DIRECTED BY THE ENGINEER. NOT TO SCALE NOT TO SCALE 0-12 FEET DEPTH 12 FEET DEPTH & OVER SODDING LIMITS MAXIMUM 6 FEET EACH SIDE OF CENTERLINE OF PIPE TEMPORARY EROSION CONTROL SEDIMENT BARRIER NOT TO SCALE 1 ADDED EXISllNG UllUllES REV.NO. DESCRIPllONS RE SIONS 2-21-03 DATE 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 E80006691 HORIZONTAL: AS SHOWN VERllCAL: NA ORA WING NUMBER CITY OF CLEARWATER 2000 RECLAIMED WATER SYSTEM IMPROVEMENTS CONTRACT No. 2 CONTROL VALVE/CHLORINATION BUILDING SITE LAYOUT, PIPING, & GRADING PLAN DATE: MARCH 16, 2001 MCE PROJ. /I 0092-0069 DRAWN DKM DESIGNED MAC CHECKED MAC PROJ, MGR, MAC SCALE M&C FILE NUMBER SEAL SEAL C2 www.mckimcreed.com ('T A TUS, ISSUE FOR BID ~~ J 2,/42 '-/ 1'-0" 33'-0" 8" -%-y 10'-6" 1'-0" %-. f " ..- 2,84 0 I a I . ..- ...... ...... -~- IL_ "-.j- ~~ ......~~~- ...,,~ o I .0 o I "1'0 1'0 ~> ~L TfT I I I ffl m V . ~: I 1 * m I i I I I l ~ 11 + 4 * I]'~ ~ - -irrl f=1mu ' 'r '~' ill lll-~ 03 ~ r m ttl ~ ~ I ; 7 -.j- I " I -+-- / / ,,<X Co / ,f<, J Ii 'I I ':::::: i I ':::::: I I .L ':::::: __-J r=-~ ~ r~1 ~iR [~ {'~, r~~2": Co I <.D Co o ..- I (J) ~JJ m ~ ~ ~ I ~ -ftT I ! I CD VALVE ROOM IF1,W1,C1j ~ I (J) 4'-0" I I ! I CD . ..- ............. ........... ............ ............ ............ ........... ............ ............ ............. ........... ............. .."....".. ............. ...."..". o I I I I L1 I I I I ll~ 2.84 o I " ..- 4'-10" ~ '/ 4'-10" 1 ./42 /I ~ I o 7'-10" 6'-4" 9'-2" 6'-4" M.O. M,O. "'", ..i..,-;tswi\>>!\;IF'1:i'l.1Ili:'.olU"...i4~;IIl~_......,;IlIO~iDi___'- o I 1'0 1'0 (s 1-- EL. 30'- 2" 2,/42 / 'f' 8/DRAIN '-/ ;--CONCRETE (HIGH PT.) 33'-0" / COPING ,,1-- EL, 28'-10" I" 5A3 / TRENCH DRAIN BELOW / 254 ;/1' ((g:A~~.) * ~>W;~~-11"\ ~~~__ e---. __ ,=--o-~-.J--~~=~ ~-~<L-~~--L-~-~ Jucc_- e--_t~~~=L-__c -le-- , - ~ 's;;. :::= -..::+.::- ::-...::::.: L -..::::.: -= ..:..:..:J.:::. :::::: -= 1__ = = -J:::.: ..:::: -= 1-::::-= -=I~ ..:~ +- 7/: = e-- 'I ' \' +-!: I I \.J- EI 3)' -ll':- u__ -- - --- \~- ~L:- 30'i":9~-:i.b~ - +-~ BRICK SIDEWALK 0 a I I I Tmj. l1a~f- II I II I \ ~~ --~ - 'FINF RPOf1Vt - --- - - \;TO MATCH EXIST. ~ -1--; Ii. {t }4p- I L I I 1\ (tVW- t;~ IN PARK , ~ I ~ ~ , ' ," . . -T - .'nn+u~~rGrOIND-:-J___:;~, \ . . ' - DN 0..( "" ~ EU3d'~ 1", ____====_=_-1_ - - =-I~t-!J-t-= =~ _ ... > ~ I 'f'1~IG'~~) I i rl---11'~_-n-nti -I~~t--t--f--_l --t-~j:_- --- --j-- ~-1- r_co. --1 . '. ~ , 1.. I I' f-' I I-!-F-,---l------f-----l---t-~---I---l----j -, " +-- -- - f-------j-------:--r--t--- -- -+- 1-- EL. 34'-11" _____"-"'... .... _Un_ _ ,. ..I-----U-n- .... -~.V 1'T/WALL '" (O~~" i +-1-+ I '-f-J . "'" I! i i, i I i"-. I I +-- " " o I - 1'0 1'0 FINISH LEGEND ROOM NAME r IF1,W1,C1! = FINISHES BELOW FLOOR F1 - EPOXY ON CONC. SLAB 'I WALL W1 - EPOXY ON CONCRETE AND/OR CMU CEILING C1 - EPOXY ON CONCRETE Co I " o I . ..- " " " HARDWARE SETS " ~> Co I "-.j- ..- (s HW1 2 PRo BUTTS 1 LOCKSET 1 DUMMY SET 1 SET HEAD & FOOT BOLTS 2 DOOR HOLD OPENS (FOOT LOCKS) 1 ASTRAGRAL 1 'NEA THER STRIPPING KIT 1 DOOR CLOSER 1 THRESHOLD HW2 1/2 PR, BUTTS LOCKSET DOOR FOOT HOLD OPEN DOOR CLOSER II " ..- ..- I i i 1- ~ ..... ~ ..... @ I I- a ~ ..- I " ..- R( Qr_ PI TIQ I.. . , " I I " ..- ..- I i i ! ! I ! ~ o I 1'0 N " ..- I I ~ I I 0 -'d +--- , I I I i I I I N I " , ! I , I I I " " , '- ! 1,A3 , 6" Il / 4'-0" -~" / ~ EL. 21'-6" / IQ5\ ./ 'f' T /SLA8 ~ . .- ..- I I ~ , : I I I E =-~+,--L~ I I FIN,: RdOFi1i\ I I (11G1 FT.) I \ \ It o I 1'0 " " " , I El~3' " i / i' FltiJ. F OOF I il (H GH P .) / " , i kl ~ 05 ~ 05 11'-2" 11'-2" , 3' 4" , , , ~ '/ /I ~ 1 ./42 2.84 ~ EL. / 1'T/WALL . ............................ ................................... ............................ .................................... .......c'.................. .................................... 1 - FLOOR PLAN SCALE: 1/4"=1'-0" NORTH DOOR AND FRAME SCHEDULE DOOR FRAME DOOR UL DETAILS HDW REMARKS DOOR SIZE NO. LABEL MA T'L. TYPE GLAZING MAT'L. TYPE HEAD JAMB SILL SET NO. WIDTH HGT. THK, 1 PR 3'-0" 7'-0" 1 3/4" AL 2 AL 8 HW2 1 2 PR 3'-0" 7'-0" 1 3/4" AL 2 AL B HW2 2 3 3'-0" 7'-0" 1 3/4" AL 1 AL A HW1 3 4 3'-0" 7'-0" 1 3/4" AL 1 AL A HW1 4 MA TERIAL LEGEND: ALUM - ALUMINUM SCWD - SOLID CORE WOOD HM - HOLLOW METAL IHM - INSULA TED HOLLOW METAL VP - TEMPERED GLASS ~EW PANEL SEAL SEAL REV.NO. DATE ') ~ ..........."'............_"'-=--->U.Ir_~.~..~'''''-.".....~- I 2 - ROOF PLAN SCALE: 1 /4"=1' -0" NORTH LEGEND: :2'1 3'-0' f::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::/ ~ 8" CONCRETE MASONRY UNITS (CMU) C.I.P. CONCRETE 6'-0. .::~ ~": -11 N (THIS SHT. ONLY) @ DOOR # - REFER TO DOOR SCHEDULE SHEET A1. 20"x23" LOUVER o I " o I " KEYNOTES: TYPE 1 TYPE 2 @ 12" REINF, CONCRETE FOUNDATION WALL @ 8" CMU WALL @ PIPING - REFER TO SHEET M5 @ FIBERGLASS GRATING - REFER TO NOTES 6.0 ON SHEET S5 & SECTION 2.S4 @ WIRE GUARD RAIL @ ROOF DECK PAVER SYSTEM @ 8" REINF. CONC. 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PRECAST LINTEL BLOCK, TYP. CIP CONC FOUNDATION, T IWALL VARIES I I I I I I I I ,__L_________________________________________~__, L_______________________________________________~ 4 - EAST ELEVATION SCAI -= 11/4' · 1-0" SEAL SEAL REV.NO, DESCRIPTIONS REVISIONS DATE . A~&CREED --- 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 M00f12ee7 EBOOOee91 www.mcktmcreedocom I I I ---------~ I I I i------------J : ____~_________________________L T.Lf.MU WALL EL. 34,Sr-- I L______________________________________________~~ TISLAB EL2T5'--- !UEOUNDA TION - ---:,--- EL. 20.0 1 - SOt1JH ELEVATION seAl -= 11/4' · 1-0" llCMLl~~1l__ ______ EL. 34,83 I I I I I I I ----I---~ - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - ___l______________________________________________~ I L_____ I I L____________ llSLA_L____ EL. 21.5' gLfOUt-JDAJIO EL. 20.0' 2 - NORTH ELEVATION seAl -= 11/4' · 1-0- CMU wi STUCCO FINISH, TYP. PRECAST LINTEL BLOCK, TYP. 1" STANDING METAL SEAM ROOF ON (2) LAYERS 30# FEL T, TYP. NOTE: BUILDING COLOR, ROOFING MATERIAL TO BE COORDINATED W / PROPOSED LIBRARY. ? ' 2000 RECLAIMED WATER DATE: SCALE M&:C FILE NUMBER SYSTEM IMPROVEMENTS MCE PROJ. # 0992-0069 DRAWN HORIZONT AL: DRAWING NUMBER CONTRACT No. 2 DESIGNED Joe 1/4" = 1'-0" A2 CHECKED VERllCAL: PROJ. MGR, ASL NA FOUNDA TION, FLOOR & FRAMING PLANS (STATUS' REVlSJON J ORe SUBMITTAL CITY OF CLEARWATER P\~r,v.~$ ---~.- .-"~-,~-"-.. .----'-..---.-____ . ')" ::;C N _._"______.___.____._,____.__.__"__~._ _______ --_..___ .----,---,------~-~--------------------~--..--.--.~---- --..... t- "R-:': '" --------- ~--- 2,:',;; - ---- - ----~---~--------- ----~------~____ ________~ ___ ~ ~6W 'N \4. S€ ,l.,gA,NJONFD:' REV.NO. DESCRIPllONS REVISIONS ~\U:..G $ ,* ~ ~ ,. r~t..:NC ;''"'\P_} * '31 .' A....'~.""i"F.-l\d ]":"",~}( ~L"'3.::-2 E :r-:v II ,~v CLEARWA 1ER JAZZ HOUDAY Bt.OO. c"'~ ,k''';'''"'fl'"-/,~~:~:--" I STORY WOOD I 2'O~,-"\\-'-"-' / /' ,,';,""-.. / iS~ ~::::;:-"~-...,;.~~:\~,~-~'-~~_-,": ;C:i=~- ~-'- .". 12- PALM 10'" PALM * {J'" p.4.lJA4 v,\?8,-c. ."" p.," 'C ... <:5 ~ ~/ i:' .' ,oj j ---.--.--- ~5~ RCP _ GRASS .I . . I'-r'_.f...,..:. / !!j' ! " ! ,'/ _,"" -' II- PPJ..*4 c>, ,.. :;)' / ..,.. PALW 4 / / ~',~',9'" OAK e e 10" OAK 8. PINE ., ~iJ- PAUl 4 P .-/0 ..,s~;;' 'i" OAK 1'~ OAK e ~ GRASS --_,/""./ /,/ /' ///-'" ./ CC:'.CH\AL.~.,j i:;.~,RK '2" OAK e : t' 0.\1<. j; '1) I .I / / / I / / ,,"'^ (j' .I ~"7 / r/"- I f '" ~GRASS~ '\,8 yo :J'f'1':::H 9. ~~ ,:;RA.5S PCJND I,,, ;,.":l / ry~ *~ P,6;L,W . --. ':" c f: / ~ '47 P'..\u.. ---~--.;:--:..-~~'i.:~t:::l~~-:.=:.=.~~=~~=:..7'i,.i;.=-6;;t-PAi.;;-- 2~' /1 c'-;'-t---. '/' , -'" :/ \!~."f-..",.";" "'"7V ~ ,," l:;:;>.,~ ' .----.--;:~__j.-l--=-~:~~~::---- -------~~-~------~------ --'---~--_.-- 2<)"'1( ~1/-ie~~~~.~1 fL.5~ -<'-<-<"";;>-<J I ~~~~=~ Z <.< < z. ~~H~ ---. ------ ---- -- <'; ;( '5' " ,:iRA,SS DATE Il" p' ~ '1Y ,'~ >f " , > >' I) >'1 ' ) II ( H SEAL i \- ! '- I -"'>.,.0, f ''', i \', I " Hf PALM I '\. _'" f . .., ,.,..__.J \",- /-' / CLEARWATER PA"VlWON ''',,--- 12. P"UlI . '\. 4 .t... \ '. ,r-~~~ 18- PAUrI ~JfI -~1-.."'-'., ,'.. # 16.w---______-ICj=:jj:'=--;--..==-:=-:~=.1- \, .- '* PAUl,S. pNJA12'''-'''2" P^,-" , rn-a-fI<4----_____,,k' ,,k 4 .~ _L_~ e;;16" PAi.M~ru.dDS/.. .~ -_:......-- E ,t * 16" P..... '2" PALJA-- --;?--piiuoo-('~ -.; 'i ~ .ft, ..'.', 10. PALW '---+.,.-- @-~ 1~'"tw ~ i ~ VI 4 \ '~~~ ! , / ""... 'S' PAU4 ~ ~ ~,>:,'~ --;:: ~6"'N----~ ~2"W :':':... i;i"i>C: ::::J:~'$.~3,Z.....:.~.------ \y " - ". ~ 10" ;;;;--"------.------.--....--,---r.,-~.-.-~' 18" ON< .",:::_~___.~ -,,-tD,i1' OM e 6".7',10" ON< ~ e ____ _:~ _. _.._-.~ _ .___._ _ _"~_.__..~_ __ ~.: _ ~A l::~~ _'-:~!:~_ ~ _" ,v,,".:.-: ,_~ - 1e.~ \. .'; SEAL 22" OAK e ",r- GPASS ~ ,.... OAK e 1 s" 'IV ~---._--.--~ ,./ , >-'0\6- MAPLE ! '" *' 5- PALM /....7.~-.tt.. OAK lie ''-''-lK.~'.:)--<: g" PAUoI 6' PAUi4 4 .k~1o" PALN 10" ';Lill 'c 4:-.s".a-, UHKNC'WH / 0 // 4"'.,5# ~, lJNK.lolO\\iIC 1~'*LW 0 12.P~ * 11)" PALW* .>r:>(, J ' -- :,~:~-,~: _.~ It. . -----.--uJr _ _ . ... ~', --, 12 ~ - '- it .~-__'______-\ 2'. OAK e 'S" 01<< e {r OAK e ',?". i " ---~-- - ! --.---~1~;~ i ~ ~~~II ' ~,~ ~ .., i I '5"SC' -- -- -i--~~- +_ _______ ______-- , ,;W ii - c ~~ 'I ~ ~ ~ I j I >' :1~~ ~ ~:i () ~ Ii >1 ( }i .~> ----.-. --,~--- ~:lL:._::'.:__' '''!., . SITE PLAN AA0002667 E80006691 Fax: (727)461-3827 www.mckimcreed.com ~~ NORTH 0 40 I I SCALE FEET CITY OF CLEARWATER tr'_~. s' S:'\i~!,P1_S:.N':.~~\lA~,<\__~ I ~.f/C"" '...If- :._ -...- 202u i---- '"co ::'L'\V '< ',y;_ ~:. 'fJ'1~~~S- - ----1 4" ,-,_!'.'(:= ',y -=_ ~~ L,i'~ ... ~ E"'~~A-.lW'~'/E_=2~o51 ~ 1~@ ~L~r--~4--1r- ; ,,:,. ~:;.. iF f'~ ~! ~ L::. 26,~'6' CONTROL VALVE/ CHLORINATION BUILDING t, ^f ; ~'~~l- 'iJiI .I ,. ./> r,,4' ~ ~ ~k'"' 9" '" C3 ow.><<.... o 12" * ~ Best ~ :)?y Avall.~!~~.~E~ DOWNTOWN DISTRICT (D) 961 SQ. FT. CURRENT ZONING: BUILDING GROSS FLOOR AREA: SITE PLAN APPROVED CASE # Fl-~~/~~E: CASE TYPE JL. '1 . n-\lC:~ ORe DATE . L 02- COB DATE - SIGNATUR~ .~)~ DATE~ " 0:> --~~.~_.-,..~^ _.,~..."~-,-,,,--~ -, -.--, , lti \' " . .., .J O~'.... _~ . ~_ ~- -,..--. - ,~ 2000 RECLAIMED WATER DATE: JAN. 23, 2002 SCALE M&C FILE NUMBER SYSTEM IMPROVEMENTS MCE PROJ. # 0092-0069 DRAWN DKM HORIZONTAL: DRAWING NUMBER CONTRACT No. 2 DESIGNED MAC AS SHOWN C1 CHECKED MAC VERTlCAL: CONTROL VALVE/CHLORINATION BUILDING PROJ, MGR, MAC NA (ST A rus, REVISION ) OVERALL SITE PLAN ORe SUBMITTAL o KEYNOTES: BRICK PAVING TO MATCH EXISTING IN COLOR. SIZE, & PATTERN ON 2" COMPACTED SAND BASE ON COMPACTED SUB-GRADE. SUBMIT SAMPLE TO ENGINEER FOR APPROVAL. ffi o CD CD 0) CD MATCH EXISTING SIDEWALK GRADES, RELOCA TED CONSTRUCTION FENCE BY OTHERS, ST8RV 3E'NE~ tNH0l.E .> ''"'- (' -./ i S,~J'liT,~f~Y St:.'l/ER r',.1,~r~HOL~ 'i 322070.1 5, E ,397650,27 TO? [~_ = :2'?,24-1 ~ ,-,II ".J ..ir' c: \, [,_ = =:0,53' S:J< 8" SCH 40 PIPE GRIND SMOOTH ALL ROUGH AREAS AND EDGES PAINT. COLOR TO MATCH METAL GUARD RAILING r TOP OF FINISHED GRADE OR SURFACE MA TERIAL ~~,>,7" ~ ,0:~ , <<" '0 .~~ .);% . v ~ '( . ~, ~ ~ o '.' . ~~ ~ . 0< ~' ~~ 0: />0 ,~ , ^ . '>:;A '0 ~ >0 ^'~' >>( <<~~(( ,</, 2'-0" .. MIN, DIA. CONCRETE FILL .. ,322C~ '':'_ 3~, :::' ,3.9 '7~: 2 ,,),.3-: ";-C;i:' F.:,- L9.6S' :2,.1" qCC C~ .-. 2.3.!VJ' ~::.~:~;::)HC:"~~ ,j, ''.~hC)L:_ 19U~<3i.J" RC,:F S~~ 2,~3,!~<)' TO C::.. ~~ 29.18' EXISTING CONSTRUCTION FENCING TO BE REMOVED & RELOCATED BY OTHERS. BOLLARD, TYP. REFER TO DWG. A 1, LOAM & SOD ALL DISTURBED AREAS 4" CONC. SIDEWALK, SEE DETAIL RTU ANTENNA, SEE E-8 :'..':\...' _ ~',\ -\ ____"__.,___~____.________.___~.___._._..~_..,_.___~__._.___"____~____.._________u_______. ----______.________~______~________,______._,_.___.____ _______________~__._,__,__._____._ r"' " -~, "-",--, '.' ,-.--'" i INSTALL LINE STOP, CUT & CAP EXISTING 16-WM UPON COMPLETION OF CONSTRUCTION 42.0' DREW ST. CONNECT TO EXIST. 16-WM W/TAPPING SLEEVE & VALVE _c-=-:..._ ..--x-.. ... :'4"~\A .______ ,~ , ,'k ; -: l.,.,:...tL. \j P.,~/~ -; :/~ c~}' ""f.L' D~ 10LF /16-- RJ ------CDlr'WA fER'---- -~--' / / // b ..~ !~ E:"..=3.C' P i:S\ C. -------..~,,.~\C-~'.--,, '\~! -<~cc~~</ ~~1T(:?~c _ F WORK UMITS ~ \..' r...i1 " ~:' .,;1:... ~1l1 ._,.~~ --J:3" ~ " ;,' , 5 -, ,~; .1 - - ...... __ ~_o- . -'-- -' J. . 1E,~' Pf:'L~j, i ,I :/ CONNECT TO EXISTING S' '/ 7 I 1 CONNECT TO EXISTING 1031: LF 16" (01) WATER ~ 55LF 16"- RJ - "' ~bl) WATER ' , PVC FOOTI~6'''' DRAIN 20LF 16-- R/ _ (01) WATER _ _ ,J:) 1421: LF 16- (01) WATER~ 16" - 22'5~JJ ~ - - - " -HORIZ. et:J~~ 6 (TYP. OF 4) _h WORK LIMITS 21~\1,-~-< c.t\/ " .~r o rJ; f- " ", z . j. ~t3~ ' j B~~ ,,"i: 59,0' "-" '" G;~f~SS _~"",~~~r 16" - 22.516 RJ HORIZ. BEND (TYP. OF 2) :--.--. P U i'/ P 1_ Jt-/....-~.- ~ C L} S; j' ,j :::; ~__ =-'_J ::;'1 EXIST. CONST. FENCE x) \;:1 '~~ ,~\ss S T :.::'~ \'1 ~/ \, s c.o\~ SITE LAYOUT PLAN 1'=20'-0" Y" .,^ TRENCH WIDTH 1 MIN. = l' + PIPE O.D. MAX. = 2' + PIPE O,D. Sheet floe ~"/ //{/ ~" 2 2 o 1'0 Single row of bales of straw to be placed prior to the start of rough grading, PLAN VIEW Wire tie 2"x2" Stakes 1 1/2" to 2" in the ground TRENCH BOTTOM SHALL BE HAND EXCA VA TED TO CLEAR PIPE BELL NOTES: 1. 6-INCH LAYERS AT 100% MAX. DENSITY PER AASHTO T99 UNDER PAVEMENT, OR MAX. 12-INCH LAYERS AT FIRMNESS EQUAL TO ADJACENT SOIL UNDER NATURAL GROUND, 2. CLASS I, II OR III SOILS 3. CLASS I OR II SOILS (NOT A COMBINATION) Securely bound bales required for durability DUCTILE IRON PIPE TRENCH DETAIL ANCHORING BALES NOT TO SCALE SODDING LIMITS TEMPORARY EROSION CONTROL SEDIMENT BARRIER 0-12 FEET DEPTH 12 FEET DEPTH & OVER MAXIMUM 6 FEET EACH SIDE OF CENTERLINE OF PIPE NOT TO SCALE SEAL SEAL 1 REV. NO. ADDED EXISTING UTlUTlES 2-21-03 DAlE 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196. Fax: (727)461-3827 AA0002667 E80006691 DESCRIPllONS REV! IONS www.mckimcreed.com _~.=F':!C:'~~ o 12 '<;j-2 .. ..- .._~ --.- -- - -. ,_... ~ -.' -- - .- --.-..- "'\ = i: ~ ~'c\. ~::::(-\~'-. '-~.~=:: ..-? ',jLL\'\JhCLE "T'C)? E:_. = ~29,) '"")' s~yr-Y(~~;I,,~ c~L = .~ -.. ~ ""''-'< o . I~ "-<t2 3 0.40 YD. CONC. MIN. (2500 psi) - c 6 G .---- .-----,--------.-- -- 2 ~. S =: ------------ ?::: -_~.-s:=:: iC_ E-::C( ,\ in,," 1-\ ~~_ ::;, ~-J J.-, "~V\! :"x:-: ~/ '" ? ,~ .----.----- '"'I" ~ 'f BOLLARD DETAIL ----~._---_.--,...~-_._---~----- 16'1'\' I (~~:: NOT TO SCALE <<")". ELECTR:C 1/,f'.,U,._T -4'" '~L_~CTr:;z"c V t.,i.~~--\ o ~ L{) 3:;'-~C~'.~ C>_ = ; 8-i8,5' 6' - .... ,; ..,,;~ ;6 <( ..J Ow W> 0<1: (J) o .' ..,. ,. . . ..; . .. SAWCUT OR SCORE 3/16"W x 1 1/2"D CONTROL JOINT 1 /2" EXPANSION JOINT (MAX, 30' INTERVALS) 6x6. #10/#10 W.W,F. 1/2" CLR. JOINT FILLER .Il>. . ;... . .' . '..Il>" t'.. ... . '<,' . ~.. .. .... : .... . ", " x' .. . ~ . ~ ' ;4" 3000.PSI CQNC. '.>. , .' 4" COMPACTED BASE . ,t> .'. ~.., . " , ',It. .. , " .... .' ..". "... .... ~...... ....., TYPICAL SIDEWALK DETAIL NOT TO SCALE LIBRARY UNDER CONSTRUCTION NOTE: PROTECTIVE BARRIERS ARE USED DURING LAND AL TERA TION AND CONSTRUCTION ACTIVES TO PROTECT TREES AND NATURAL AREAS TO BE RETAINED ON A SITE. PROTECTIVE BARRIERS MUST BE ERECTED AROUND TREES TO BE RETAINED WITHIN AN AREA WHERE LAND AL TERA TIONS AND CONSTRUCTION ACTIVITIES WILL OCCUR AS WELL AS ALONG NATURAL AREAS WHERE SUCH AREAS ARE ADJACENT TO PERMITTED LAND ALTERATION OR CONSTRUCTION ACTIVITIES. A PROTECTIVE BARRIER MUST REMAIN IN PLACE UNTIL THE LAND ALTERATION AND CONSTRUCTION ACTIVITIES ARE COMPLETED OR UNTIL COMMENCEMENT OF GRADE FINISHING AND SODDING. NO GROUND DISTURBANCE MUST OCCUR WITHIN THE BARRICADED AREA. THE FOLLOWING REPRESENTS THE COUNTY'S MINIMUM PROTECTION BARRIER SPECIFICATIONS: TREES- TO RESTRICT ACCESS INTO THE AREA WITHIN THE DRIPLlNE OF A TREE, A PHYSICAL STRUCTURE NOT LESS THAN 3 FEET IN HEIGHT, COMPRISED OF WOOD OR OTHER SUITABLE MA TERIAL. IS PLACED AROUND THE TREE AT THE DRIPLlNE. EXCEPT WHERE LAND ALTERATION OR CONSTRUCTION ACTIVITIES ARE APPROVED WITHIN THE DRIPLlNE. THE DRIPLlNE OF A TREE IS THE IMAGINARY. VERTICAL LINE THAT EXTENDS DOWNWARD FROM THE OUTERMOST TIPS OF THE TREE'S BRANCHES TO THE GROUND, SEE FIGURE A. BARRIER SPECIFICATIONS FOR TREES: :) 6 ~ ~ ,I ~ /" Woo Dt~ S y~ O~ INt'liC Slttl F'lllt POSi R F' ~ t'\ (I'yp ) lJR1C . FOUR CORNER UPRIGHT STAKES OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY HORIZONTAL MEMBERS OF NO LESS THAN 1" X 4" LUMBER; OR UPRIGHT STAKES SPACED AT 5' INTERVALS OF NO LESS THAN 2" X 2" LUMBER CONNECTED BY SILT SCREEN FABRIC OR MA TERIAL OF COMPARABLE DURABILITY, SEE FIGURE B. ~~ ~C5 ~ 6 ~ ~C5 ~<:::..J <::S- ~ " t'\ .,', ' lJ~C ,,", "'.' .. O'vt ~F'lll ' R F' ~~ SILT FENCE IlltR ~ COMp ~8RIC ~CI w Z :J a. Ii: o w Z :J a. Ii: o w Z :J a. Ii: o w Z :J a. Ii: o NOT TO SCALE 2"x2" WOOD POSTS . CD I") SILT FENCE OR MATERIAL OF COMPARABLE DURABILITY NOTES: 1. DURING THE CONSTRUCTION OF DRAINAGE AND OTHER STRUCTURES REQUIRING EXCAVATION, THE CONTRACTOR SHALL PLACE STRAW BARRIERS AROUND SUCH STRUCTURES TO PREVENT EROSION AND THE MIGRATION OF SEDIMENT TO POINTS OUTSIDE THE CONSTRUCTION AREA, THE STRAW BARRIERS SHALL BE PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS, _L . N FIGURE A FIGURE 8 TREE PROTECTION DETAILS 2, THE CONTRACTOR SHALL PROVIDE SILT BARRIERS AS DIRECTED BY THE ENGINEER TO CONTROL EROSION AND SEDIMENTATION FROM TAKING PLACE OUTSIDE THE LIMITS OF THE PROJECT. THE SILT BARRIERS SHALL BE PLACED IN ACCORDANCE WITH THE ATTACHED DETAILS, OR AS DIRECTED BY THE ENGINEER. NOT TO SCALE ~;~,.~\.\ t ~ ;:.~,~~j3 2000 RECLAIMED WATER SYSTEM IMPROVEMENTS CONTRACT No. 2 CONTROL VALVE/CHLORINATION BUILDING SITE LAYOUT, PIPING, & GRADING PLAN DATE: MARCH 16. 2001 MCE PROJ. I 0092-0069 DRAWN DKM DESIGNED MAC CHECKED MAC PROJ, MGR, MAC SCALE HORIZONTAL: AS SHOWN VERTlCAL: NA CITY OF CLEARWATER ('TATlJS' ISSUE FOR BID NORTH M&C FILE NUMBER DRAWING NUMBER C2 REVISION ) 2.A2 ~ 1'-0" 33'-0" -j 1'-0" '" " 8" ~ I 10'-6" 2,S4 o I o I " ..- " ..- ~ ,---- -h--~--- '-.i____ -tr~: o I o ~ ~ I I I 1 I J....., 0:) "0 I "1'0 1'0 ~> ~L ~ or- .q- " I o - ~ ....... ~I _+~II_ \ ::::::: --+- ::::::. - -!. ...... )2":-:-::':::' 1':':':-: " '/:-:':':':':' "N I ----- ::::::::::::: 0:) I l.O n '~L'-~ ~ - ~ I @- - co .......] " VALVE ROOM IF1,W1,C11 ~ #~- $~~ I II I ! I I . o JJ 4'-0" ".q- I (J) ..- I (J) _ I ---1 - ~ ~ I II I : I to 0:) ~I " ..- .q- ::::\\:}f{::\\f}}\)\:::::::::::::;::::::::"':' :.:::,:::;:::::::::::::::::::::::::::::::::::::::: ............ ...".,.... ............ ............ ............ ,.......... ............ ..........., ............ ........... .........." ...."...... . . . . . . . . . . . .. .........,. ".q- I I I ~L 2,S4 .., I ! I I I : ~ o I 4'-10" /, 4'-10" 1,1-\2 M,O. ".q- I "0 9'-2" 6'-4" 7'-10" 1 6'-4" M,O, 0:) -<.~__~lJ~...\...'~~'I('::~_. ....,"'__I..........U . I ! ~ 1---- -= r- r- ~ -- --t -- -'\~- - tl--' -I-rlf -- -- I \ l EL 3J'-9" I I I! ~-~ -- --r-J~( FI ~~ Ocr I Iii ~- I 1--1--' LPW PTi}-r--'-li:i t (") ---+ I i~! I I I I ; ~ 4'-6" j, EL. 34'-11" IT/WALL, \ [' \ .. .. i'!' , "0:) I r-... 1'011 +i l.O :cr I ... ' - - ... '\ I' ~~ , , . o I 1'0 1'0 (3 ~> to I ~ ..- II " ..- ..- ~ or- @ ~ '0 ~ ..- I r-... ..- " ..- ..- I " ..- ... I' '" '" - ! 1.A3 dJ / 4'-0" , j, EL. 21'-6" 'i T /SLAB @r ............................ ................................... ............................ .................................... .......................... .................................... 1 - FLOOR PLAN SCALE: 1/4"=1'-0" NORTH DOOR AND FRAME SCHEDULE DOOR FRAME DOOR UL SIZE HDW DOOR DETAILS REMARKS NO, LABEL WI D TH HGT, THK. MA T'L, TYPE GLAZING MArL. TYPE SET NO, HEAD JAMB SILL 1 PR 3'-0" 7'-0" 1 3/4" AL 2 AL B HW2 1 2 PR 3'-0" 7'-0" 1 3/4" AL 2 AL B HW2 2 3 3'-0" 7'-0" 1 3/4" AL 1 AL A HW1 3 4- 3'-0" 7'-0" 1 3/4" AL 1 AL A HW1 4 ..- MA TERIAL LEGEND: ALUM - ALUMINUM SCWD - SOLID CORE WOOD HM - HOLLOW METAL IHM - INSULATED HOLLOW METAL VP- TEMPERED GLASS ~EW PANEL SEAl SEAl REV,NO, OCSCRIPllONS DA'1E , ~ EL, 28'-10" ,. / 'f B/DRAIN / (LOW PT.) / / I I !I ~_I -- -- -- -- 1 --+:1=-- 1 7 t~- - - -,- r- - - - - - -- - - --I ~ -1- - \ -V-I I I ~ j \. 130'1-9~' Ai Ii I :-11 \ I ~INI,KOO~ 1 i I i--r r\. 1:- (t~W-b'f+ I 1 Ii! \ I' I i--l i I \-'-EpG~ 0, B~JL1INt I ! _ J I U ~U1RGRO~i -r---~ I I l--L.." I II ~-L- I . I I I ex) I IT I 1 I I I r ~ El. 30'-2" / 'f B/DRAIN (HIGH PT.) 33'-0" 2.A2 '-/ ;--CONCRETE / COPING / 5,A3 / / TRENCH DRAIN BELOW 2,S4 I ~ --.- .-- --- __, -- -. .. ON " ...-- --.-1 ~ -- -~ .. ~ 1 EL -3C '-::- 1" I 'iIFIt'.. ROO --t-t (F1 3M PT ) -~--- - --~-- I I I I I I I I I -- ~I---'-- ~- ~ "- "'J' "" I "i "- ,""- 1 ""'- " 1""- I "" I I I I (o)} '-=!::T I I I -- -+ I I I ("?( o,~1 Pf Tlv I.. . I __ I h=t== ~ ~ .. JI I i 1 I I Ii ! I -+- r::-l, ~1:-' ~'" I 1 i_- I ~IN, ROOF Y \ I r I (~IG, p,T.) --rti--= I I I I ~ ld ~ ~ 05 13' 4" " 1 1 05 11' - 2" 11'-2" ~ 1,A2 2,S4 2 - ROOF PLAN SCALE: 1/4"=1'-0" NORTH 2" 3'-0' t 2" 1 6'-0' ,;2". 1 N "0 I r-... o I " ~ TYP E 1 TYPE 2 TYPE B DOOR TYPES SCALE: 1/4"=1'-0" MCKJM&CREED 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 E80006691 www.mckimcreed.com TYPE A FRAME TYPES SCALE: 1/4"=1'-0" ... I' \BRICK SIDEWALK 0 TO MATCH EXIST. .~ IN PARK ... \ ....., ~ . ~ EL. 34'-11" / 'f T/WALL " ~ or- , ... 05 N I " ..- ..- '\ o I 1'0 " " J, EL. ,/ IT/WALL " o I .> U") ... " '0 1 i0 N .... " LEGEND: 1 FINISH LEGEND ROOM NAME I IF1,W1,C11 == FINISHES BELOW FLOOR F1 - EPOXY ON CONC, SLAB WALL W1 - EPOXY ON CONCRETE AND/OR CMU CEILING C1 - EPOXY ON CONCRETE HARDWARE SETS o I 1'0 1'0 (3 HW1 2 PR, BUTTS 1 LOCK SET 1 DUMMY SET 1 SET HEAD & FOOT BOLTS 2 DOOR HOLD OPENS (FOOT LOCKS) 1 ASTRAGRAL 1 VVEA THER STRIPPING KIT 1 DOOR CLOSER 1 THRESHOLD HW2 1 1/2 PR, BUTTS 1 LOCKSET 1 DOOR FOOT HOLD OPEN 1 DOOR CLOSER f::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::/ ~ C.I.P. CONCRETE 8" CONCRETE MASONRY UNITS (CMU) @ DOOR # - REFER TO DOOR SCHEDULE SHEET A1. (THIS SHT. ONLY) 12" REINF, CONCRETE FOUNDATION WALL 8" CMU WALL PIPING - REFER TO SHEET M5 FIBERGLASS GRATING - REFER TO NOTES 6.0 ON SHEET S5 & SECTION 2,S4 WIRE GUARD RAIL ft,. I'~ >J ~.JG: ~~ ,~ ~- ROOF DECK PAVER SYSTEM 8" REINF, CONC, RETAINING WALL ,', U'1: '"J},;U:' ! t.,:.",:,. "i " ~~'-"""'."-.;,;-.' Ci n -..........- f! I r " A,O ('/ 1 ? .', 2000 f~ECLAIMED WATER SYSTEM IMPROVEMENTS CONTRACT No. 2 KEYNOTES: @ @ @ @ @ @ @ FLOOR & ROOF PLANS DATE: MCE PROJ. /I DRAWN DESIGNED CHECKED PROJ, MGR, I.4&C flLE NUM&R CITY OF CLEARWATER SCALE A101 0992-0069 JZM JOC MAC ASL HORIZONTAL: 1/4"==1'-0" VERTICAL: NA DRAWING NUMBER A1 rTATUS' ISSUE FOR BID "".~ J /; \ : 8 r.. .'.:,.' if';' [i.,: I 8 1[.,-, 11..... .... .. '[,,1.1 ~ i IjCONC. STUCCO FINISH I [ · .. lIJ!' . · II HI . Ill, I ~ = = - - - - - - - - -- - -~ = = = = = ~ - - - - - - - - ~ - - - - - - :j~~ ~ ~-----------------------------------------~ I I I ..' i .' I . . I I I I I I I I ,- STAIRS ~ALL ~L, - 34' .::;1,.- I ~ILi390F_~t'-B____~ ~ 31'-2" _____ '\ " / / / / / @ '\ '\ '\ '\ '\ '\ '\ '\ '\ '\ \ / / / / / @ '\ '\ , '\ '\ '\ '\ '\ '\ '\ '\ \ . ~', " ..... :. "" .. ," " '. .... .'..' ,', / / / / / ::. I " ..: . / / / / / . . .' ""., I' .., c' -+rt',?~t 6';- ~. i , '0 EXPANDED WIRE GUARD RAIL WALL MOUNTED LIGHT FIXTURE - \' RETAINING WALL ~ThALL ~-25'':''6'' I ~-------------~ L _ _ _ _ - - ._ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - 1 - WEST ELEVATION 1/4"=1'-0" -+rt'.~~~~-1 ,-..------- :r: ~~<>.::L ;/';:,:~:: : '.::: '~'~:,':':~:.:~:': ':..;:::~:::~: ~:~'::!>~\':':::e":::; I. II.. ~ I.. ~ '~ I, ..'~.~: :'. ':'.~ 't:,.' \1" . .. " .' .' "1 .,(0. .' , ,. . ....,'.. ,,:'. '. 1 . ' ' " ,I., "I. ." . ", ',..:.. ,0" :.... '. '0 ..: .: ..' '. , ". '. \ '. .' ~ . . '; I - I, .'... . . , .' ~.o " . . . . . ._' . .. . I. "'10 I .,..0. Y .., - I I" I' . . ..I..,:....' :: ":.' '.': . ~'" ,',,:":"'" ~':.." '..: ..~ " ....: .... .'~:' '~", ':..". '. .' ;.' ......: I~~m', i It ,..-! , " '. ....,'. ".,.1.' \.,,~.,.:"'>,~'.':':, ',,~: .:....~...,:.:....:........'..:'~'......<. ,......:.'.~>'>....~~.' L"::::'::'::'::__ ~ ' -- ' .:,'.....;..jf . .... , . 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'. . . ...... , . . f' I I - . ..' ;-'.,' ..:....,.;...::,:'.:~:~~~~~..t;:1.:::'.<~:I.~~>>~<.~': ';':~"~',~:,\>::~>:~:,;::~~,~"~::;:'~'.(/: I I "". .,.. -./" ~ ".' ,'" <. "., '. ,..... .,:..' " '.,'\" . . : . . ~ --:.... . . . :,...: ., . ':: .' ': .. ': .: ..' ,,: ..;.... '. '.. .'. ..... I I '" . .'..:. '., . ," ',. ..:...............: ~. '-.... -.... . ........ .... . '. ... . ..... ~lLSLAB I I .. ........... . ,'. '; .:.~ ,:",",", ~.-21'--6''------ I --'- --..J - - - - - - - - - - - - - .- - - - - - - - - - - - - - I' L_____________________________________________~ .J-JL!3_00F_~t'-JL ~c.- 30'-6" 3 - NORTH ELEVATION 1 /4"=1' -0" SEAL SEAL h 9 f e b REV.NO. DATE 1', --------_._~.---~-----_.-----_._..~"--~--_. --- -.-~-,--------_._~------~----------~------"--- EXPANDED WIRE GUARD RAIL WALL MOUNTED LIGHT FIXTURE CONC. STUCCO FINISH ------------------~~~~~.. RETAINING WALL ~ALL ~L-25'':''6'' MCKIM & CREED 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 E80006691 www.mckimcreed.com 2' -+rt'.~ ~~~ -11-"- - ----- /;-EXPANDED WIRE GUARD RAIL ROOF DECK PAVERS 11."'""'.",',",".".,.,"1,1'.,.,,,.'.. " .,1.1.1.'--, '~+i', -"l,..,.I,I" !' ,.' . I +- I ' E I I 111_il [: ! .' .lliIimJ 1]"'" "~ .~. ~I I j ~ Ti~oOf~~AB __0_ ~. 30'-6" i~_________________________________________~ I I I I 1 1 I I I I I 1 I i I ! I ' I ~ TIsLA!3_____ r- _ _ ~ _1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ .1-: : ! ~. 21'-6" I - ----------------------- ~--------"-I L_____________________________________________________~ 2 - EAST ELEVATION 1/4"=1'-0" '> EXPANDED WIRE GUARD RAIL ROOF DECK PAVERS -+rt'.~~~~-1,-..------- I.' .--' 1.___"' . ",1 .-: ....:. ,IIIlP !I - ~. +i--+j I ' ,', . : 1_" 11, I. '. I ~,' '. ........................ .. -+rt'~~~t i}AB .--.- ... ~ ....... .... .'.:" .... .. .'. ..... ... . ..........~~.. ....... .~. ............... ...../ ........... ..... .,~."'..': ... '.i. .... ..~ .::' ......... m . -_ __ _ _ _. -1K,F~~._6',-------- . .,-~~~.. . .',., " .' - - -- " J' '.' :,..... ',,", ,'.': ", I" ,.,. . , '. " ,', ,',. / ( 1 ! I ! ! [=IJ ~. . . .' " ,.1. , :'1. I 1 I ' I I I -+rt'?~t2'-.- -- J-l. - - -- -- - - - - - - - -1 : I [________________, L___________________________L~__I L______~_____.____________________~ . ~. . ,': ,', , 4 - SOUTH ELEVATION 1/4"=1'-0" M. C;l " i Jt\ ,j NOTE: BUILDING COLOR, ROOFING MATERIAL TO BE COORDINATED WI PROPOSED LIBRARY. 2000 RECLAIMED WATER DATE: 11 JULY 02 SCALE M&C FlLE NUMBER SYSTE~A IMPROVEMENTS MCE PROJ. # 0992-0069 A201 DRAWN JZM HORIZONTAL: DRAWING NUMBER CONTRACT No. 2 DESIGNED JOC 1/4" = 1'-0" A2 CHECKED MAC VERTICAL: PROJ, MGR, ASl NA EXTERIOR ELEVATIONS CT A TUS. IS~~E F~R~ ~.~ ~~_J CITY OF CLEARWATER DREW ST. ~' . . .'. . ,-- . ' , . I .'. . . . . ., I ' ...,..:. .- - . " ,', " ,'. . Z.AM1A, FLORI'OANA. " " " ,', ' " . '.' tOONTIE, ;3 'GAl. 3&"O.C." ',' ., ." ." .., . . . . . . . . . . . ' .\ ' , , . , ' . , . . . , , ' . . . . . . . . . . . . . . . . " , I' , . , ' . ' , , "I. . . . . . ' ~',', ''\: ' " '.' .RHAP'HiO'LEPSiS IN6'ICA " : ' , ....... k' , ' , " ,IN,DI-A . H~:YTHORN . " .' '.., . I ' ',' ,3 ~A~, .3.6 .~..C'. " . . . .'. . I .' .' I \ I I ctv ~. / // /' / / /' / / / / ,I ,II / / ,// _ _ 1 / 1/' I ...........;.. - .--~._.------- ---'-- - ~ - --- -------~._~ 1 - LANDSCAPE PLAN 1'=10'-0" NOTES: LEGEND: 1. PLANTING BEDS TO RECEIVE WEED BARRIER FABRIC. 2. REPAIR ALL DISTURBED SOD FROM UTILITY TRENCHING OPERATIONS. 3. LIMIT OF SOD SHOULD MATCH AREAS TO BE DISTURBED BY PROPOSED CONSTRUCTION. 4. FURNISH & INSTALL IRRIGATION SYSTEM TO COVER ALL NEW TURF AND LANDSCAPE BEDS, WITHIN WORK LIMITS LINE. COORDINATE SYSTEM WITH EXIST. PARK IRRIGATION SYSTEM. PROPOSED SHRUB BED WITH, "BLACK DIAMOND" MED. DENSITY POLYETHYLENE LANDSCAPING EDGE AS MANIFACTURED BY VALLEY VIEW INDUSTRIES (800,323.9369) OR APPROVED EQUAL. PROVIDE IRRIGA TlON FOR LANDSCAPE BEDS. <;!'(~ >4) \Jt:~v EXISTING TREES TO REMAIN 0'" ,,' , . . ., ., " '. . '. . ',' '0 . .' . .' . . ..' ..' , ' ' PROPOSED LOAM & SOD AREA (INCLUDING ALL DISTURBED AREAS NOT SHOWN) PROVIDE IRRIGA T10N FOR SODDED AREAS SHOWN. PROPOSED PALM TREE CJ4 '4. . <l CONCRETE PAVEMENT \ /BOTANICAL NAME PLANT TYPE ~ COMMON NAME SEAL SEAL 601 Cleveland Street, Suite 205 Clearwater, FL 33755 Phone: (727)442-7196, Fax: (727)461-3827 AA0002667 EB0006691 ~&CREED REV.NO. DESCR1PllONS ~ Dm~~ www.mckimcreed.com - ~~=~~---= - - - ~ :- ~=-~- ~= ~=- ) ~ ~ = -'~'-~ ~-~ ~ _._-------"._-_.__._-~., ------_._---~--_.- --..-.- . ... ~ . ,.-:'"1" _1#'....t""".>t.A';H"..U",'""',.~:,n\p"!.....tj,~.J!f----_._-- SPREAD HEIGHT 2"XtX4' CRO S MEMBER MULCH 3" FROM TRUNK MULCH 3" DEPTH TILLED AND LOOSENED NATIVE SOIL BACKFILL ", tXtX4' STAKE 3 TO 5 TIMES THE WIDTH OF THE ROOTBALL 2"X2"X4' STAKE.-..------.----.,~ -X /___..~~,/2"1<2"1<4' CROSS MEMBER .)~?/ ~~'~ I' I \ ---~" \ 2"1<2"1<4' CROSS MEMBER~ i',lB"MIN. (,J . /; ROOTBAll X.. '. ~ I "--;---mED fINO LOOSENED . "'" '. _~_./ . ., y--- ' NATM' SOIL BllCKFlLl 2-2,5"DR'fflALL SCRE'NS ......" _ // 2"X2"X4' STAKE -~'.. .~..._-.- ,_..,---,...,...-'" ,/ TREE PLANTING DETAil NOT TO SCALE NOTES: 1. ALL WOOD SHALL BE SPRUCE OR PINE-NOT PRESSURE TREATED. 2. CROSS TIES SHALL NOT CROSS OVER WOODY ROOTS, 3. REMOVE ALL STRING &/OR WIRE WRAPPED AROUND TRUNK. 4, REMOVE All STRAPS, ROPES, WIRE, &/OR STRINGS USED TO LIFT THE ROOTBALL. 5. REMOVE ALL BURLAP &/OR WIRE FROM THE TOP OF THE ROOT BALL. 6. TOP OF ROOTBAll TO BE SET 2" BELOW FINISH SURROUNDING FINISH GRADE. PRUNE PROPORTIONALLY TO COMPENSA TE FOR REDUT\ON OF ROOTS AND TO PROMOTE NATURAL GROWTH REMOVE BURLAP FROM TOP 1/3 OF ROOT BALL q 2" PINE STRAW MULCH FINISHED GRADE (f G h/ 0," '%'" '0 TOPSOIL MIXTURE W /" / 1/3 COMPOSTED ~ /~ /, 2 D ~L ll;:~~~;~~rnlrn SHRUB PLANTING DETAIL ~__~_.__J NOT TO SCALE PLfiI'iNiNG ,& DE:VELOPMtNT SvC::> ClrTOF CLEARWr\lE.R 311 :Draw FL-S 02, - 01 "'13 CITY OF CLEARWATER 2000 RECLAIMED WATER SYSTEM IMPROVEMENTS CONTRACT No. 2 CONTROL VALVE/CHLORINATION BUILDING LANDSCAPE PLAN - ~~- DATE: MARCH 16. 2001 SCALE M&C FlLE NUMBER MCE PROJ. # 0092-0069 DRA'NN DKM HORIZONTAL: ORA WING NUMBER DESIGNED MAC AS SHOWN CHECKED MAC VERl1CAL: L1 PROJ, MGR, MAC NA CT A 11)$, - ISSUE - ;~R - BI~ :-~ ) 119 ---'" o 1O ---'" --'" (}) I 1,5 113 ~ 0 r- \ ,:) 9 .0 75 59 4.8 36 2 .9 c~ .+::- lr1 N 3.1, (...:-1 ---'" 2 .9 2 ,9 2 .8 27 2 ,6 2 .3 I ,8 I .5 '\ .2 1,4 eN ()\ N eN N N '1 h, I ,-,' N 9:} 774 .---.>. ..-->- 1 7 5 17.0 // 6' O;,/\" <0' 0;,<0 <0' . _.~~~~~'-'~"";" . . .., ........ --, ,'''..' ". .. ..,' _. 0'.".. ~.' __ _._', ,__ ". _ .."_' ~ _..........~..-.............--_-~--~-~----- U' '0)5.2 GI GRATE EL,=6,52 15" RCP E INV, EL.=1,19 15" RCP W INV, INACCESSIBLE ,,:>C) ,,:>C) /\",/\", --:-L ~cf)C)'0 /\" '/\" ,"\, OJ GI GRA TE EL,=6,75 INV, EL,=3,25 1\-0;, /\", 2 /+ 50 2 ,3 '\ .6 EP ~ ,/\"/\" \)</\"/\,, ,'0'0/\" /\,,1\- /\" '<0' <0' qf' r::r' /\"<0' <0' <0' ,.~' xx? ~$C) /\,,~ <04,6 col\- <0' 4\ CLEARWA TER JAZZ HOLIDAY BLDG, I STORY WOOD # 210 15" RCP INV. EL.=O,94 ~ O;,\)< <0' 42 09 ,,:><O~~O;, /\" 'S)'<o' /\,,~ <0' 6 30 N CD N N eN (}) q EP 37 ~ lr.J eN~ jVJ S1CING (('f.P,) '--.j 3 ' I()\ ..p N /\"s> x I ,6 ---' ~) :>::: g29 dE ::> z dE ::> ....J ~ Oi 7 ---ei3. - _ TOP EL.=6.89 -- 12" RCP NE INV, EL,=2,06 OTHER INV, INACCESSIBLE .>6' ,3.00 J' 12" PALM -lC ,5 '0<0 '0' @ 10" PALM 7.2 x -lC 13" PALM -lC /\,,? x 7 2, rV /\", .> '<$ tON 1'0~ ~ r-..:r-..: @ DOCK Q MARBLE PLAQUE ~ /\". x C)/\" /\", x , 6'6' GRASS 1 .3 10 1 .7 1 .2 10 10 TBM CLEARWA TER BENCHMARK F-5 EL.=7,21 CONe. MON. BENCHMARK /\,,'0 x - ~ i'-J N OJ b.:)~ ,,:>tx k C~ N'O '0 , ~ 3.5 3.4 (0 ---'" ---' .--'" OJ --.j CD ~~ 6' 5.56 4' '0' ~, N 27 '\ ,9 20 2 ,,\ N N OAK CONTROL POINT4 SET X-CUT 1 ,2 ~ .---.>. ---' x~y i)/ ~,9 40 N N o 0 N o CD '+- '\ ,2 70 7 , 7 \'--) N N N Ul N (Jl I"--J N ---' ---'" 5",6",glf e co? x .......>- -----1 6",8",gu co~ x O;,'Y x O;,~ x x '0 0;,' SEE 1 I C) 0;,' x HYDROGRAPHIC SHEET 4 OF 4 DATA ."""'>' ---' --' ---'" ..-->- ---' ---' @Er:gH 7.Qx 7 . &C) ''0 , 70 70 x , 7 /'7' '\ ,2 ' cos> x .---" OJ +- (Jl 0) ()l ()) -...J 1.3 30" RCP 7 t::- PILING INV. EL,=O,67 --.----------------------------------------------- C,B, TOP EL.=7.21 30" RCP E&W INV. EL, 0,51 6" CLAY N INV, EL,=2.21 G-- -- 0;,'0 <0' - - - - - L.' ..P.AbM- - ---^c:-'0- - - - - -1€"- Rf€,- - - - - - - ~ " 0;,'0 .,i, x APPROX, LOCATION <0' I\- ~ /\", 9" PALM "l' ~ 7" PALM _ _ '00;, _ _ _ ---2:4"--RBP - - 7 PALM * 6" PALM II---- -lC <oC) /\", )( "C) '0' )( 0;,<0 '0" /\",/\", lli CONC, SIDEWALK '.? CONC. CURBJ '0r;]( /\,,~ /\". x ~ co. x 0;,'0 /\", x -- ~ /\", x - ~RGP- _ _ ~ x1~ ~ 13" OAK G 6.78 6.8 ~ e o;,s> ~ I\- x D.., '0 x v 0;,' X O)~ x /\,,~ x x 'O~ 'O'Y x '09 x '0':> x A ~ C) , \ '0' x x '0':1-- x 14" OAK e IRRIGATION 'O~ [><J x l\- x 9,09 O;,'Y '0'0 x C)'Y , x x 9, 7 7 tx":> 00;,' 4",6" OAK ~'O 0;,' x x:x 0;,':' 0;,'> x 19" PALM * 14" OAK e 'O~ x '0'0 x ~ GRASS --~"""" " COACHMAN PARK /\,,':> x /\"s> x -G-- - - -G- -- -- --- ~--- - "w - WTR, - - - - - - - -16~ ------- 20 0 ~~ ~ <0' x ------ NORTH 1 INCH 20 FT, - - -lf3!!-w - - _ _ _ _ _ C,B, TOP EL,=5,85 24" RCP NE INV. EL,=l,15 5,58 30" RCP W INV, EL.=O,62 6" CLAY S INV, EL,=l,75 6" CLAY N INV. EL,=2,15 6,84 12" CLAY SE INV, EL.=3,10 7,02 1\-0;, <0' x ~ ~ <oC) x ~ FLAG POLE ":> o <0" "- 1<" l' C' /) ~ G.I, GRATE EL,=5.44 12" RCP W INV,=3,54 <0'0 x ~ GRASS ~ EFF r-- ..., >< v '-J <0'0 x 'Ox '0' 20 I 40 I 13" PALM /\,,':' x ~ /\"s> x 10" <0':> x ~tx <0' x '0'0 0;,' CLEARWATER PAVILLlON <O/\" <0' CONCRETE /\,," <0' <o? x ----------- - - -- -16~-6+ __ -- '0'0 <0' x 12" PALM -lC ~ 0.. " '<t m N ..... 8 ~ ~ (; ~ i= ~ ~ :J: C) en 0:: o u. a; (0 ~ ~ 9 cij MATCHLlNE -- ~ /\", ~O;, ,~~":> /\,,":> '" <0 'V <0' .) " ..> 6' io;" 16" PALM 12 PALM /\"/\,,,f) 6' ',f) * 15" PALM -IF 12" PALM ~. <96'Ci:F-~" _~~ _ ~~ X ~"~LM 12" PALM 1?PALM~- ,,:>X '0' PALM <Ob' ,,:>tx 9J co' '0"5 " CL PIPE ELEVS,=3,2+ /- ":>V SANITARY co' I STA TION 7" PALM * I I 6 I () (Q ~ <0' / /\"/\,, <0' /\,,",: /' <0' CON CRETE --' x /\"s> C) <0\ <0 <0' <0'0 <0' x 8" PALM PALM ~ <o~ x (J) 6' 6' ',f) '<:96' 'J' SIDEWALK '0'0 <O'x /\"/\,, '0 r_. D' 'V ~ /\" <0' x HANDICAP PARKING SIGNS / (TYP, THIS ARE~)) ..rL ..D- D S> d /--- /-2: lJ..jUJ lJ..j~ ~ f!:<:{ (!)Q <o~ x 8",10" OAK 6' 10" OAK '6'~ 6' is ~ '?6' '<is ..D-W1 0" 6,16 ,,:>CO <0' to ~ 6" 7" 10" OAK W " ..D- ..D- e ,,:>X <0' ,,:>' <0' OAK 6.38 CONC, SIDEWALK I I I I I I I I I I I I i r I ~ ~~ /\" /\". x /\,,'> x /\,,<0 x .> ~x /\", 22" OAK <o~ /\", e PIPE VAULT 16" w> <00;, /\", {;>- #- ~ /\,,' /\,,' ~ GRASS ~ /\,,1 x 18" OAK <0 e <o? 1" WATER LlNES-----..,~ 14" OAK /\,," 1\, e -"- -~--~'-~..~.~~_'l~~______~__ "_.._..-.,..._"'...~,._._.... _._- - -- -----_--.:....---....~_.---_._._._~- /\,,'0 '0' )( I I I I I I I O;,C) I 1\-<0 '0' 0' )( XI 8, 68X\.;~ ,\ 6 <0":> ~ 'dO' D-., LO v oJ I I I I I I I I I I I I I - - L-..-.. ~'<o<O 0;,'0;,' ~ \ () ,\ \ tv:? -G- 1 fJ:-.w APPROX. LOCA TION <0":> '0' x <0<0 '0" 0;,' 0;,' )( )( ,,:>":> " " )( 8, 64xx * ,,:>tx ,,:>C) 1\-'0 'O''O'co' -- . NLON OOOOtO LO (J) (J) to 0 0 moJoJ mmm EP 'O;,<O~'0O;, ,,',C),C)' ~'O '00;, '0' '0' x x C,B, TOP EL,=8,02 BOTTOM EL,=3.01 INV. INACCESSIBLE ~I\- C)' , x /\"C) /\", x -- /\" '?'\ S>":> ~'0 TRAFFIC METER B '\, ;> - !-G- ~ qjr..~"" ' ,C)''-'} E I\-C) O;,X ," "C)~s>I\- ELECTRICAL VAULT " ON CONC, PAD - ----- /\" '0' x 18" <0 OAK '0' x ~IRRIGATION /\,,' !::;;;j"C). C) ~C) '" <0'" BENCH ON ,c)' ~ CONC. PAD C)~ " ") ", " x '0':> x C)/\" ,,:>' " x .;.-;~i)~~[E~~E~mlL:~~.I.~:~~.'...11 i -'! l '!II; JAN2Jt"ilOl ! ;!: i !! !I (,~ - 1! " I .-! '_', i .jj I " 1..-- .~.,-..,..__._...,-"'...--....,,.-.-,-J , .. F'I ^" ." /'''' ,,' "", ,', ,'" ....'" I 'J" oi," i )i ,I( ,~". '-I" j .. I' .... .. " C II'Y: (~r ,c; ~ ;' : !'N.: 'j ::: ,1 '.' , '. ".. I .'"""'--,..--"""-----...........D. -....:::,-..- ~~_....;:,.,;..""'..,'-......:......-':...-~:.;.<>,,~....._""'~__J ~ O;,C)":>/\,, ,,:>'0 ,,1\-':'1\-',,1\-' /\,,0;, <v x '0C) 1\-'0 ,,1\-,1\-' ~ <o~ ,I\-' ~'!f, ,I\-' 15" OAK 8 7" PALM ~ 6" PALM * 9" PALM -lC -lC16" PALM "I\-':> x 9,24 ~ !j!W 0)' 9" OAK ~GRASS~ I ~\J c). 'I ~?<' I N ,,'-' ~ I ")'0 ~ C). I' I I x:x I ,C)f ~ I F I I /\,,<0 C). "C)' , 't..'l'l~\..~ ~ S\\) 'O~ 11,08 / ~~c \0, ~J' O;,~ rr-PUMP 'J' ,,~------- HOUSING .-', -.. .-' ~.. --------- " " /\" /, ''0' ?, >< , \ ~(}l , \ \ \\ C) \ 0;,' ~ ./ / / / / /;{: r<,f) .. 1 ,? 1\-":> ;/1 ,.t ,C)' /! 'f 0;,' .,( /\" , / / I /3/ I' -/ /\" ':' I ( *9,0 \ x \ I t \/\"SJ ~ b' \_X ~ONTROL STRUCTURE \ \ GRATE EL,=8,0 10,2 \ INVERTS INACCESSIBLE 10,2f \ ~1 \ co'~ \'0' /\", tx~ \ ~O;, >\.9.2 .. , ,~ ,- x /\"s>\ J I /\" ':'1 ~I > I ) /\,,':' /\"S> 1 / x~'~"~ 9,1)( " '0<0 x POND GI GRATE EL.=7,54 24" RCP W INV, EL.=3,19 15" RCP E INV, EL,=3.29 NE INV. EL.=3,54 --~R€P-- O;,'Y x C)S> , x I I I I I 1 0;,") ./ / -" - - -- ,,:>" " , 11,42x co? x (Q ~ O;,V? BRICK "C)' ,<0 x A~EA ,C)' 9,55 ":> .. o;"co/\" 0 16" x 0;,' ~ O;,C) q) co. 0;,' 0;,<0 '0' tx C)' " x MAPLE ?o '0' x <0" co' x ~ '0' ~ C)' , x 0;,'> x 9" PALM 8" PALM * 0;, -lC .,i, 1 0" UNKNOWN x "c)' -l'''- 10" PALM ") 0;,' x ry ...." 0) "t- O;,' If";J ry ~O)' 4",5",8", o /\,,'0 x COX ~ '0' co'!> 10" PALM-lC WTR, FOUNTAIN '0 ~ C)D x 0;,' UNKNOWN x 12,9 12" PALM * 0;, ", " x x 9.57 x 10,23 <0 ~176'~ X<o 12" PALM "C)' ~ "C)' x " "I\-' x !~6' 'is MA TCHLlNE BRICK SIDEWALK ,,? , I \ \ I I 'O~ + I I I I I I '0 ,~' x ,~ ,I\-' GRASS I I '0 \ '0' '0 0;, tx lQB_ _ --x J.: '0' _ -*" - - '* -- <0'0 "I\- ""~ ~ /\"/\,, ,,~ ,I\-' I\-? x' , C)' , x x:x / ,I\-? x ":>~ , x ,,:>":- , x '-,...........-... -- i 1:1'" n~rll:~. TI~ .. (T-;~V7 T;~:-T.::,yl. , 'I ,-U' '.. c,. IJ ' I l- III I ; [J -' r..........--...---:-.:;;::.---"::..] 1,1 I " ,I 'I' '. J "'y. ' II') :' . ,,/ JAN 2 i ,:,U2 ! i i I i-'I I_..,J , '-,' !'7"-';-~"~~-, A.~~_~_-:~.',.. '-:"'~"''''-''':.:'_~'''''' I r',LA.'~"N.' J,'\J " r. .,,,., '--,r,':', ",TI ('\""S . ' --, 4.. '.. \. . :" V II ~. ~-__ Cl ry l),~ r-:" ,/,:; r~: 8 '-' --.-"-""--.... ..,~ ...._'...,....~ ,- ........_ '~.'~n...:'..:.:.._........,~........,.-.... /78""'" ~BENCH OAK PALM (Subject to ony notes and notations listed or labeled hereon) This survey is not valid without the signature and original raised seal of a Florida licensed surveyor and mapper LB 5776 A TOPOGRAPHIC SURVEY OF COACHMAN PARK AND A PORTION OF MEMORIAL CAUSEWAY LOCATED IN SECnON 16, TOWNSHIP 29 S, RANGE CLEARWA TER, FLORIDA (PINELLAS COUNTY) PREPARED FOR/CERTIFY TO: MCKIM and CPEED 15 E SCALE: 1"=20' FIELD DATE: JUNE 18, 2000 tB fFrO~~~O@lHJ7f' ~lJJffiiW'~WrOffii~~ OIMCCo HYDROGRAPHIC, LAND & CONSTRUCTION SURVEYING I 14561-B 58th STREET NORTII . CLEARWATER. FLORIDA 33760 Ph. (727) 7196 . Fax (727) 539-0888 La No,; 5776 15" OAK e SEE SHEET 1 OF 4 FOR NOTES, LEGEND, ABBREVIATIONS AND CERTIFICA TION WILLIAM O. BUTLER, P.S,M, Fla, Surveyors Reg'n No, 5569 '01 21" OAK e ()O;, <l~ ,0, 12" OAK /\" 0;,1\- "I\- ,I\-' x ffi FILE: 962035T1 SHEET 2 ~..' ""'-----....-....:.. "'v") ,"'v' x - G- --B-- A Jolmc'fo..'\ "To to esw\lc1 s",,'-.. '\ ~ ""t"\... l>t.V\cA....A. ~ ~ ~fr..."\)'-'-\ ~ ~ ~ l!) N .... ~ .... o t uj () a:: w a:: l!) ~ J: Cl ~ o u. ~ ~ 9 en 'fJ 'fJ ,"'v' x + 12,55 :Q: G~ X ,") ')- X ,"'v? 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